PWD SCHEDULE OF RATES 2018
FOR CIVIL WORKS
FIFTEENTH EDITION
PUBLIC WORKS DEPARTMENT
GOVERNMENT OF THE PEOPLE’S REPUBLIC OF BANGLADESH
EFFECTIVE FROM 01 MAY 2018
© Public Works Department
Published by:
Public Works Department
Purta Bhaban, Segun Bagicha
Dhaka-1000.
Fifteenth Edition
01 May 2018
Price: Tk. 5000.00
Written suggestions on PWD Schedule of Rates 2018 for Civil Works
may please be addressed to
Chief Engineer
Public Works Department
Purta Bhaban, Segun Bagicha
Dhaka- 1000
Fax: +88-02-9562913
Email: ce@pwd.gov.bd
AUTHENTICATION
The Fifteenth Edition of PWD Schedule of Rates 2018 for Civil Works that has been recommended by the committee
formed vide memo. no. 5 sh-12/14-1551, dated 14-09-2017 is hereby authenticated and endorsed by the undersigned for
official use in Public Works Department (PWD), Bangladesh with effect from 01 May 2018.
Mohammad Rafiqul Islam
Chief Engineer
Public Works Department
FOREWORD
Public Works Department (PWD) under Ministry of Housing and Public Works is pleased to publish the PWD Schedule of Rates 2018 for
Civil Works. With the advent of modern construction technologies and emergence of new construction materials, the diversity and
complexity of construction of buildings have increased manifold. Bangladesh is now holding the status of developing country. Timely
completion of construction projects is utmost important to hold that milestone and to accelerate achieving further goal, hope and
aspiration of the nation. Unlike past, construction of high-rise buildings has become a necessity for optimum use of scarce land in a very
populous country like Bangladesh. Building services and environmental issues are getting importance along the passage of time. As per
the direction of the government, projects are now being planned keeping provisions for onsite waste management system. Use of
environment friendly building materials are also being encouraged by the government. These have made a paradigm shift in the nature
of construction of buildings in public sector. Moreover, price of existing building materials also changed over time. These called for a
revision of the existing PWD Schedule of Rates.
The current edition has been substantially enhanced to keep it aligned with the modern construction practices and current market price
of construction materials. Many new items pertaining to civil works have been included. Efforts have been made to incorporate as many
items as possible which are being used in the construction sector of the country. However, due to high diversity in type and class of
construction materials available in the market, only the most commonly used materials listed in BSTI approved brands have been
incorporated with their average market rates. Some amendments of the earlier version of PWD SoR have also been made in this
edition.
Rates of all the items of work prescribed in this PWD Schedule of Rates 2018 for Civil Works should be read and understood in
conjunction with the document Analysis of PWD Schedule of Rates 2018 for Civil Works. Rates are based on study of price of various
input such as material, labour, machine etc. of Dhaka, other metropolitan cities and district towns collected during the period of
September 2017 to April 2018. These rates have been used in analyzing and developing built-up item rates. This document can be
used as a guiding tool for rate analysis for different item for which built-up item rates could not be included. Useful information for such
analysis have been included in the document.
Preparation of such document within a short span of time is a daunting task. In spite of every effort to make this document flawless,
there might have inadvertent errors in various parts of the document. Notifying any such mistakes by the users would be highly
appreciated. Moreover, PWD welcomes comments, suggestions and feedback from the users to improve this document in future.
Manufacturers and dealers are also welcome to send details of materials approved by BSTI to be incorporated in the next version. The
department expresses its gratitude to all who contributed directly or indirectly in preparing and publishing this new edition.
Purta Bhaban
Segun Bagicha, Dhaka
Mohammad Rafiqul Islam
Chief Engineer
Public Works Department
PREFACE
1.0
PWD Schedule of Rates 2018 for Civil Works is the revised edition of PWD Schedule of Rates 2014 for Civil Works.
2.0
This PWD Schedule of Rates 2018 for Civil Works incorporates most of the items with all corrections and will replace PWD
Schedule of Rates 2014 for Civil Works. The nomenclature of many items has been improved by making it more generic and
comprehensive. Items of PWD Schedule of Rates 2014 for Civil Works, which have become obsolete over a period of time or
are not in use, have been dropped.
3.0
Items of some new and imported materials are included for better quality works with the demand of time.
4.0
This PWD Schedule of Rates 2018 for Civil Works is based on the study of current market rates of materials at Dhaka and
other metropolitan cities, district towns collected during the period of September 2017 to April 2018 and labour rates are the
current market rates.
5.0
The following are the salient features of PWD Schedule of Rates 2018 for Civil Works.
6.0
5.1
The description of items of works of this PWD Schedule of Rates 2018 for Civil Works bears the adherence to PWD
Book of Specification and Bangladesh National Building Code (BNBC).
5.2
Basic rates of relevant materials are provided for convenience of the user.
5.3
Generally, the basic rates of materials, incorporated in the schedule, are pertaining to materials conforming to
Bangladesh Standards (BDS) and other international standards available in the market.
A lot of effort has gone into the preparation of this PWD Schedule of Rates 2018 for Civil Works. I convey my deep
appreciation and sincere thanks to all the members and their associates involved in producing this PWD Schedule of Rates
2018 for Civil Works.
Purta Bhaban
Segun Bagicha, Dhaka
Md. Aminul Islam Khan
Convenor
PWD Schedule of Rates Committee
&
Additional Chief Engineer (P&SP)
Public Works Department
PWD SCHEDULE OF RATES PREPARATION COMMITTEE
Formed vide memo. no. 5 sh-12/14-1551, dated 14-09-2017
Sl. No.
Name
Designation and Office
Status
1.
Md. Aminul Islam Khan
Additional Chief Engineer (P&SP), PWD, Dhaka
Convenor
2.
Md. Shahadat Hossain
Additional Chief Engineer (Establishment & Co-ord.), PWD, Dhaka
Member
3
Md. Abdul Hye
Additional Chief Engineer, Dhaka Zone, PWD, Dhaka
Member
4.
Md. Salim Khan
Additional Chief Engineer (Health Wing), PWD, Dhaka
Member
5.
Mohammad Abdul Majid
Additional Chief Engineer, E/M Zone, PWD, Dhaka
Member
6.
Shahadat Hossain
Deputy Chief Architect (Co-ord), Department of Architecture, Dhaka
Member
7.
Zafar Ahmed
Superintending Engineer, E/M Circle-1, PWD, Dhaka
Member
8.
Md. Nurul Islam
Superintending Engineer, E/M P&D Circle, PWD, Dhaka
Member
9.
Md. Nazibar Rahman
Superintending Engineer, Savar Circle, PWD, Dhaka
Member
10.
S.M Zulkernine
Superintending Engineer (Development), PWD, Dhaka
Member
11.
Md. Sohel Rahman
Superintending Engineer, Design Circle-1, PWD, Dhaka
Member
12.
Md. Rafiqul Islam
Superintending Engineer, Project Circle-2, PWD, Dhaka
Member
13.
Md. Jamilur Rahman
Superintending Engineer, Project Circle-1, PWD, Dhaka
Member
14.
Kazi Md. Firoze Hassan
Superintending Engineer, PECU Circle, PWD, Dhaka
Member
15.
Md. Syied Mahbub Morshed
Superintending Engineer, Monitoring & Audit Circle, PWD, Dhaka
Member
16.
Abdur Razzaque Khan
Executive Engineer, E/M P&D Division-2, PWD, Dhaka
Member
17.
Md. Shakhawat Hossain
Executive Engineer, Design Division-5, PWD, Dhaka
Member
18.
SK. Md. Kudrot-E-Khuda
Chief Arboriculturist, Arboriculture PWD Division, Dhaka
Member
19.
Rafia Begum
Executive Engineer, E/M P&D Division-1, PWD, Dhaka
Member
20.
Md. Shamsul Islam
Executive Engineer, Design Division-1, PWD, Dhaka
Member
21.
Nur-E-Kawonine
Executive Engineer, Design Division-4, PWD, Dhaka
Member
22.
Zahid Hasan Khan
Executive Engineer, PWD, Dhaka
Member
23.
Md. Maminul Haque Bhuiyan
Chief Accounts Officer, PWD, Dhaka
Member
24.
Md. Emdadul Huq
Executive Engineer, Design Division-2, PWD, Dhaka
Associates
 Mohammad Ferdous-Uz-Zaman, Sub-Divisional Engineer, Design Division-2, PWD, Dhaka

Md. Raquibul Hasan, Sub-Divisional Engineer, Design Division-2, PWD, Dhaka

Md. Fateh Azam Khan, Assistant Engineer, Design Division-4, PWD, Dhaka

Rajib Kanti Biswas, Assistant Engineer, Design Division-2, PWD, Dhaka

Tariq Mahmud, Assistant Engineer, Design Division-1, PWD, Dhaka
Member Secretary
SPECIAL NOTE
Utmost care has been taken to overcome mistakes and confusion etc. in description of items, units, rates although there may always be
chances of unwilling printing mistakes. However, if confusion arises in the interpretation in any item/items, unit, rates etc. and if situation
so demands, then the procuring entity must clarify and resolve the issue and approval is to be obtained in this regard from the
competent authority (HOPE or his authorized representative). Hence the decision given by the competent authority will be treated as
final.
TABLE OF CONTENTS
Sl. No
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
Contents
Conversion Table
Unit weight of different engineering materials and weight of different steel sections
Cross sectional area and mass of round bar
Wire and sheet metal gauge in decimals of an inch
Distance matrix (District HQ to District HQ)
Miscellaneous measurement relations
Rates of man, materials and mark-ups
Carriage of materials
Division 1: General and site facilities
Division 2: Excavation, filling & site development and palisading
Division 3: Brick soling, CC, DPC etc.
Division 4: Brick works, patent stone in floor and fancy screen block works
Division 5: Mosaic works
Division 6: Tiles, marble stone and granite stone works
Division 7: Reinforced cement concrete (RCC) works
Division 8: M. S. fabrication and construction joint in RCC works
Division 9: Pile works and pile test
Division 10: Structural steel works, sheet roofing and safety canopy
Division 11: Wood works in door and window frame, roof truss and railings
Division 12: Door-window shutter & fly proof wire-net shutter
Division 13: Window grill, verandah grill & netting
Division 14: Aluminium door, window frame and glass works
Division 15: Cement plaster, fair-face plaster and pointing works
Division 16: Painting and polishing
Division 17: Lime terracing, roof top water proofing for garden and swimming pool
Division 18: False ceiling, wall paneling
Division 19: Collapsible gate, M.S. gate, rolling shutter etc.
Division 20: Stair & verandah railing and stair nosing
Division 21: Grill fencing and barbed wire fencing
Division 22: Miscellaneous items
Division 23: Ferrocement works
Division 24: Road and pavement works
Division 25: Arboriculture works
Division 26: Sanitary & water supply works
Division 27: Deep tube-well
Division 28: Gas connection works
Division 29: Termite treatment works
Division 30: Concrete hollow block, facings and paving stone, non fire block
Division 31: Sub-soil investigation works
Division 32: Repair works
Division 33: Laboratory tests of Engineering Materials*
Annexure –A: Plinth Area Rates
Annexure –B: Guideline for Preparation of Rough Estimate
Annexure –C: Finishing Schedule
Annexure –D: Material Brand as User Guide
* Every tender shall bear related items from this division
Page
i-iii
iv-v
vi
vii
viii-ix
x
1-66
66-67
68-71
72-75
76-77
78-83
84-87
88-94
95-102
103-104
105-111
112-114
115-116
117-123
124-125
126-134
135-137
138-141
142-143
144-146
147-150
151-153
154-155
156-160
161-164
165-170
171-172
173-193
194-213
214-216
217-218
219-227
228-230
231-240
241-276
277-287
288-294
295-298
299-305
CONVERSION TABLE
PWD SoR 2018 for Civil Works
i
CONVERSION TABLE
FPS AND METRIC SYSTEM
(TABLE – 1 TO 3)
TABLE – 1
FPS
METRIC
METRIC
FPS
1 inch
25.40 mm = 2.54 cm
1 mm
0.03937 inch
1 feet
30.48 cm = 0.3048 m
1 meter
3.281 ft.
1 mile
1.609 km
1 km
0.6214 mile
1 gallon (UK)
4.546 liter
1 liter
0.22 gallon (UK)
1 pound
0. 4536 kg
1 kg.
2.205 lb
1 seer
0.9331 kg
1 kg
1.072 seer
1 maund
37.324 kg
1 kg
85.74 tolas
1 ton
1.016 tonne
1 tonne
0.984 ton = 1000 kg.
1 cwt. (UK)
0.508 quintal
1 quintal
1.969 cwt (UK)
1 in2
6.452 cm2
1 cm2
0.155 in2
1 ft2
0.093 m2
1 m2
10.764 ft2
PWD SoR 2018 for Civil Works
ii
TABLE – 2
CONVERSION FACTOR
CONVERSION FACTOR
Remarks
British (FPS)
Metric
SI
SI
Metric
British (FPS)
Length
1 in
1 ft.
1 yd
1 mile
1 nautical mile
25.4 mm
0.3048 m
0.9144 m
1.609 km
1.852 km
25.4 mm
0.3048 m
0.9144 m
1.609 km
1.852 km
1 mm
1 cm
1m
1 km
1 km
1 mm
1 cm
1m
1 km
1 km
0.03937 in
0.3937 in
3.281 ft.
0.6214 mi
0.5399 nautical mile
1 in = 2.54 cm
Area
1 in2
1 ft2
1 yd2
1 mi2
acre
6.452 cm2
0.0929 m2
0.8361 m2
2.59 km2
0.4047 ha
6.452 cm2
0.0929 m2
0.8361 m2
2.59 km2
0.4047 ha
1 cm2
1 m2
1 m2
1 km2
1 ha
1 cm2
1 m2
1 m2
1 km
1 ha
0.155 in2
10.764 ft2
1.196 yd2
0.3861 mi2
2.471 acre
1 in2 = 645.2 mm2
1 acre = 43560 ft2 = 4047m2
1 km2= 247.105 acres
1 hectre = 10000 m2
1 in3
1 ft3
1 yd3
1 gal (UK)
1 gal (US)
16.387 cm3
0.02832 m3
0.7648 m3
4.546 liters
3.7854 liters
16.387 cm3
0.02832 m3
0.7648 m3
4.546 liters
3.7854 liters
1 cm3
1 m3
1 m3
1 liter
1 liter
1 cm3
1 m3
1 m3
1 liter
1 liter
0.061 in3
35.315 ft3
1.308 yd3
0.22 gal (UK)
0.264 gal (US)
1 ft3 = 6.23901 gal = 28.316
liters
1 bushel (imperial) = 36.37
liters
1 in4
1 ft4
41.623 cm4
0.008631 m4
41.623 cm4
0.008631 m4
1 cm4
1 m4
1 cm4
1 m4
0.024 in4
115.86 ft4
1 hp
1 btu
0.7457 kw
1.055 kilo
joules
0.7457 kw
1.055 kilo
joules
1 kw
1 kj
1 kcl
1 kw
1 kj
1 kcl
1.341 hp
0.9478 btu
3.9651 btu
Volume
Moment
of Inertia
Power,
Work,
Energy,
Quantity
of heat
Miscellaneous Units:
1 great gross = 12 gross = 144 dozen
1 quire=24 sheets
1 gross=12 dozen = 144 units
1 ream = 20 quires = 480 sheets
1 dozen=12 units
1 ream printing paper = 500 sheets
1 score=20 units
1 J = 1 Nm
1 hp = 1.01387 metric hp
= 550 ft-lb/sec
1 W = 1 J/sec
PWD SoR 2018 for Civil Works
iii
TABLE – 3
CONVERSION FACTOR
British
(FPS)
1 gr
1 oz (avoir)
1 lb (avoir)
CONVERSION FACTOR
Remarks
Metric
SI
SI
Metric
British (FPS)
0.0648 gm
28.349 gm
0.4536 kg
0.0648 gm
28.349 gm
0.4536 kg
1 gm
1 gm
1 kg
1 gm
1 gm
1 kg
15.432 gr
0.0353 oz
2.205 lbs
4.4482 N
4.4482 kN
9.964 kN
1 cwt
0.4536 kg
453.6 kg
1.016 tonne
(1016 kg)
50.80 kg
1N
1 kN
1 kN
0.102 kg
101.96 kg
101.96 kg
0.2248 lb
224.81 lb
2.007 cwt
Linear
loads
(load per
unit
length)
1 lb/in
1 lb/ft.
1 kip/ft.
1 ton/ft
0.01786 kg/mm
1.488 kg/m
1488.19 kg/m
3.333 tonne/m
0.17512 N/mm
0.0146 kN/m
14.5939 kN/m
32.69 kN/m
1 N/mm
1 kN/m
1 kN/m
0.102 kg/mm
101.96 kg/m
0.102
tonne/m
5.71 lb/in
68.52lb/ft.
0.031 ton/ft
Surface
loads
(load per
unit area)
1 lb/in2
1 lb/ft2
1 kip/ft2
1 ton/ft2
0.0703 kg/cm2
4.883 kg/m2
4883 kg/m2
10.937 tonne /m2
6.895 kN/m2
0.04788 kN/m2
47.8803 kN/m2
107.14 kN/m2
1 MN/m2
145.038 lb/in2
1 lb/in3
0.0000277
kg/mm3
16.02 kg/m3
35.88 tonne/m3
0.00027N/mm3
101972.6
kg/m2
101.97 kg/m2
0.102 tonne/
m2
0.1021
kg/mm3
101.92 kg/m3
0.102
tonne/m3
Mass
Conc.
load/force,
mass,
weight
Density
(unit
weight)
Stress,
modulus
of
elasticity,
pressure
Moment/
Torque
Velocity/
Speed
Accelerati
on
Temperatu
re
(Celsius)
1 lb
1 kip
1 ton
1 lb/ft3
1 ton/ft3
0.4982 kN
0.1572 kN/m3
352.08 kN/m3
1 lb/in2
1 kip/in2
1 lb/ft2
0.0703 kg/cm2
70.3078 kg/cm2
4.883 kg/m2
6.895 kPa
6.895 mPa
47.8802 Pa
1 lb-in
1 lb-ft
1 kip-ft
1 ton-ft
1 ft/sec
1 mile/sec
1 mile/hr
11.5214 kg-mm
0.1383 kg-m
138.3 kg-m
0.31 tonne-m
0.3048 m/sec
1.609 km/sec
0.4470 m/sec
112.98 N-mm
1.3558 N-m
1.3558 kN-m
3.037 kN-m
0.3048 m/sec
1.609 km/sec
0.4470 m/sec
1 ft/sec2
0.3048 m/sec2
0.3048 m/sec2
kN/m2
1
1 kN/m2
1 N/mm3
1 kN/m3
1 kN/m3
lb/ft2
20.885
0.00933
ton/ft2
3703.70
lb/in3
6.361 lb/ft3
0.0028
ton/ft3
1 mPa
1 kPa
10.19 kg/cm2
101.97 kg/m2
145.038 lb/in2
20.885 lb/ft2
1 N-mm
1 N-m
1 kN-m
0.102 kg-mm
0.102 kg-m
0.102 tonnem
0.0088lb-in
0.738 lb-ft
0.3293 ton-ft
1 m/sec
1 km/sec
1 m/sec
1 km/sec
3.281 ft/sec
2236.94 mi/hr
1 m/sec2
1 m/sec2
3.281 ft/sec2
1 degree Fahrenheit (0F) = (t0-32)/1.8 degree Celsius (0C)
1 lb = 0.486 seer
1 kg = 1.072 seer
= 85.74 tolas
1 kg = 2.2046 lb
= 9.807 N
1 tonne = 10 quintal
= 1000 kg
= 26.7923 maund
1 kg = 0.01968 cwt
1 ton = 2200 lb
=907.2 kg.
1 kg/m = 9.80 N/m
= 0.672 lb/ft.
1 kg /cm2 = 2048.16lb/ft2
1 kg/cm2 = 0.968 atom
1 kg/m2 = 0.205 lb/ft2
1 kg/m3 = 0.0624 Ib/ft3
MPa = MN/m2 = N/mm2 =
1000 kN/m2
1 Pa = 1N/m2
1 kN = 224.809 lbs
1 kg/cm2 = 14.223 lb/in2
1 ft. of water = 2.989 kPa
PWD SoR 2018 for Civil Works
iv
UNIT WEIGHT OF DIFFERENT ENGINEERING MATERIALS AND
WEIGHT OF DIFFERENT STEEL SECTIONS
(TABLE – 4 TO 8)
TABLE – 4
UNIT WEIGHT OF ENGINEERING MATERIALS
Unit Weight of Different Materials
Unit weight
Materials
lb/cft
kg/cum
Asphalt
66
1057
Aluminium
165
2643
Bamboo
25
400
Bitumen
65
1040
Brass
534
8552
Bricks
69
1110
Brick ballast
60-70
960-1120
Brick chips
80-110
1280-1760
Brick work
120
1922
Cast iron
450
7207
Cement
90
1440
Cement concrete
140
2240
Clay ( dry to wet)
115-130
1840-2080
Coal (loose)
50
800
Copper
556
8905
Earth (compacted & damp)
100
1600
Earth (dry & loose)
90
1440
Garjan timber
45-50
720-800
Gravel
90
1440
Lead
710
11371
Lime concrete
120
1920
Lime (slaked to fresh)
40-60
640-960
Lime stone
150
2400
Macadam (tar)
140
2242
Marble
169
2707
Mild steel
490
7850
Pebbles
90
1440
Plain concrete
144
2300
Reinforced cement concrete
150
2400
Sal wood
60-65
960-1040
Sand (dry to wet)
100-120
1600-1920
Shingles
90
1440
Silver
656
10506
Stone ballast
100
1600
Sundari wood
55-65
880-1040
Surki
80
1280
Surki mortar
85-120
1360-1920
Tar
90
1440
Teak wood
45-55
720-880
Water at 40 C
62.45
1000
Wrought iron
480
7688
Unit Weight of M.S. Flat Bars**
Size
Weight
inch
mm*
lb/rft
kg/meter
¾ x 1/8
20 x 3
0.32
0.471
¾ x 3/16
20 x 5
0.48
0.785
¾x¼
20 x 6
0.64
0.942
1 x 1/8
25 x 3
0.43
0.589
1 x 3/16
25 x 5
0.64
0.981
1x¼
25 x 6
0.85
1.178
1 ¼ x 1/8
30 x 3
0.53
0.707
1 ¼ x 3/16
30 x 5
0.80
1.178
1¼x¼
30 x 6
1.06
1.413
1 ½ x 1/8
40 x 3
0.64
0.942
1 ½ x 3/16
40 x 5
0.96
1.570
1½x¼
40 x 6
1.28
1.884
2 x 3/3/16
50 x 5
1.28
1.9625
2x¼
50 x 6
1.70
2.335
UNIT WEIGHT OF M.S. SOLID SQUARE BARS
Size
Weight
inch
mm*
lb/rft
kg/meter
½x½
12 x 12
0.851
1.130
¾x¾
20 x 20
1.914
3.140
1x1
25 x 25
3.403
4.906
UNIT WEIGHT OF M.S. Z-SECTION
Size
Weight
inch
mm*
lb/rft
kg/meter
¾ x ¾ x ¾ x 1/8
20 x 20 x 20 x 3
0.851
1.272
¾ x ¾ x ¾ x 3/16
20 x 20 x 5
1.196
1.963
1 x 1 x 1/8
25 x 25 x 3
1.170
1.625
1 x 1 x 3/16
25 x 25 x 5
1.675
2.551
UNIT WEIGHT OF M.S. ANGLE
Size
Weight
inch
mm*
lb/rft
kg/meter
¾ x ¾ x 1/8
20 x 20 x 3
0.585
0.871
¾ x ¾ x 3/16
20 x 20 x 5
0.837
1.374
¾x¾x¼
20 x 20 x 6
1.063
1.601
1 x 1 x 1/8
25 x 25 x 3
0.798
1.107
1 x 1 x 3/16
25 x 25 x 5
1.156
1.766
1x1x¼
25 x 25 x 6
1.489
2.072
1 ½ x 1 ½ x 1/8
40 x 40 x 3
1.223
1.813
1 ½ x 1 ½ x 3/16
40 x 40 x 5
1.794
2.944
1½x1½x¼
40 x 40 x 6
2.339
3.485
2 x 2 x 3/16
50 x 50 x 5
2.432
3.729
2x2x¼
20 x 20 x 6
3.190
4.427
2½x2½x¼
65 x 65 x 6
4.041
5.840
3x3x¼
75 x 75 x 6
4.891
6.782
3 x 3 x 5/16
75 x 75 x 8
6.048
8.918
** Unit weight with respect to FPS measurements of materials
* Measurements in soft conversion
PWD SoR 2018 for Civil Works
v
TABLE – 5
WEIGHT OF M.S. TEES PER RFT
Size in inch
Weight in
lbs.
Size in inch
Weight
in lbs.
Size in inch
Weight
in lbs.
Size in inch
Weight in
lbs.
1 x 1 x 1/8
0.81
1½x1½x¼
2.35
2¼x2¼x¼
3.64
3 x 3 x 3/8
7.20
1x1x¼
1.54
1¾x1¾x¼
2.79
2½x2½x¼
4.07
3x3x½
9.38
1 ¼ x 1 ¼ x 3/16
1.50
1 ¾ x 1 ¾ x 3/16
2.11
2 ½ x 2 ½ x 5/16
5.00
3 ½ x 3 ½ x 3/8
8.49
1¼x1¼x¼
1.88
2x2x¼
3.21
2 ½ x 2 ½ x 3/8
5.92
3½x3½x½
11.08
1 ½ x 1 ½ x 3/16
1.81
2 x 2 x 3/8
4.64
3x3x¼
4.91
TABLE – 6
WEIGHT OF M.S SHEET/PLATE PER SFT.
Thickness in
Weight in
Thickness in
Weight in
Thickness in
Weight in
Thickness
BWG
lbs.
inch
lbs.
inch
lbs.
in inch
24
1.01
1/16
2.55
5/16
12.75
5/8
25.50
22
1.27
1/8
5.10
3/8
15.30
3/4
30.60
20
1.59
3/16
7.65
7/16
17.85
7/8
35.70
18
2.04
1/4
10.20
1/2
20.40
1
40.80
Weight in lbs.
PWD SoR 2018 for Civil Works
vi
TABLE – 7
CROSS-SECTIONAL AREA AND MASS OF ROUND BAR
Nominal Size
(dia in mm)
Cross-sectional
area in mm2
Perimeter in mm
Mass per running
meter in kg
Length per 100 kg in
meter
4
12.6
12.7
0.099
1010.10
5
19.6
15.71
0.154
644.35
28.3
18.85
0.222
450.45
7
38.5
21.99
0.302
331.12
8
50.3
25.13
0.395
253.16
6
2
10
3
78.5
31.42
0.616
162.34
12
4
113.0
37.70
0.888
112.61
16
5
201.0
50.27
1.579
63.33
20
6
314.0
62.83
2.466
40.55
22
7
380.0
69.11
2.980
33.56
25
8
491.0
78.54
3.854
25.95
28
9
616.0
87.96
4.830
20.70
32
10
804.0
100.53
6.313
15.8
1257.0
125.66
9.864
10.14
40
1BDS
Bar No.
1
1313: 1991
PWD SoR 2018 for Civil Works
vii
TABLE – 8
WIRE AND SHEET METAL GAUGES IN DECIMALS OF AN INCH
Name of
Gauge
United States Standard Gauge
Principle Use
Uncoated Steel Sheets and Light
Plates
Gauge No.
Weight
oz. per sq. ft.
Approximate
thickness in inch
United States Steel American or Brown
New
British Imperial or
Birmingham or Stubs
Wire Gauge
& Sharpe Wire
Birmingham
English Legal
Iron Wire Gauge
Gauge
Standard Sheet Standard Wire Gauge
(BWG)
& Hoop Gauge
(SWG)
Steel Wire except
Non-Ferrous
Iron and Steel
Wire
Strips, Bands, Hoops
Music Wire
Sheets and Wire
Sheets and
and Wire
Hoops
Thickness in inch
7/0's
0.4960
.
0.6666
0.5
6/0's
0.4615
0.5800
0.625
0.464
5/0's
0.4305
0.5165
0.5883
0.432
0.5
4/0's
0.3938
0.4600
0.5416
0.4
0.454
3/0's
0.3625
0.4096
0.5
0.372
0.425
2/0's
0.3310
0.3648
0.4452
0.348
0.38
0
0.3065
0.3249
0.3964
0.324
0.34
1
0.2830
0.2893
0.3532
0.3
0.3
2
0.2625
0.2576
0.3147
0.276
0.284
3
160
0.2391
0.2437
0.2294
0.2804
0.252
0.259
4
150
0.2242
0.2253
0.2043
0.25
0.232
0.238
5
140
0.2092
0.2070
0.1819
0.2225
0.212
0.22
6
130
0.1943
0.1920
0.1620
0.1981
0.192
0.203
7
120
0.1793
0.1770
0.1443
0.1764
0.176
0.18
8
110
0.1644
0.1620
0.1285
0.157
0.16
0.165
9
100
0.1495
0.1483
0.1144
0.1398
0.144
0.148
10
90
0.1345
0.1350
0.1019
0.125
0.128
0.134
11
80
0.1196
0.1205
0.0907
0.113
0.116
0.12
12
70
0.1046
0.1055
0.0808
0.0991
0.104
0.109
13
60
0.0897
0.0915
0.072
0.0882
0.092
0.095
14
50
0.0747
0.0800
0.0641
0.0785
0.08
0.083
15
45
0.0673
0.0720
0.0571
0.0699
0.072
0.072
16
40
0.0598
0.0625
0.0508
0.0626
0.064
0.065
17
36
0.0538
0.0540
0.0453
0.0556
0.056
0.058
18
32
0.0478
0.0475
0.0403
0.0495
0.048
0.049
19
28
0.0418
0.0410
0.0359
0.044
0.04
0.042
20
24
0.0359
0.0348
0.032
0.0392
0.036
0.035
21
22
0.0329
0.0318
0.0285
0.0349
0.032
0.032
22
20
0.0299
0.0286
0.0253
0.0313
0.028
0.028
23
18
0.0269
0.0258
0.0226
0.0278
0.024
0.025
24
16
0.0239
0.0230
0.0201
0.0248
0.022
0.022
25
14
0.0209
0.0204
0.0179
0.022
0.020
0.020
26
12
0.0179
0.0181
0.0159
0.0196
0.018
0.018
27
11
0.0164
0.0173
0.0142
0.0175
0.0164
0.016
28
10
0.0149
0.0162
0.0126
0.0156
0.048
0.014
29
9
0.0135
0.0150
0.0113
0.0139
0.036
0.013
30
8
0.0120
0.0140
0.01
0.0123
0.024
0.012
31
7
0.0105
0.0132
0.0089
0.011
0.0116
0.01
32
6.5
0.0097
0.0128
0.008
0.0098
0.0108
0.009
33
6
0.0090
0.0118
0.0071
0.0087
0.01
0.008
34
5.5
0.0082
0.0104
0.0063
0.0077
0.0092
0.007
35
5
0.0075
0.0095
0.0056
0.0069
0.0084
0.005
36
4.5
0.0067
0.0090
0.005
0.0061
0.0076
0.004
37
4.25
0.0064
0.0085
0.0045
0.0054
0.0068
38
4
0.0060
0.0080
0.004
0.0058
0.006
39
0.0075
0.0035
0.0043
0.0052
40
0.0070
0.0031
0.0039
0.0048
U.S. Standard Gauge is officially a weight Gauge, in oz. Per sq. ft as tabulated. The approximate thickness shown is the "Manufacturers' Standard" of the
American Iron and Steel Institute, based on steel as weighing 501.81 Ib. per cu. ft. (489.6 true weight plus 2.5% for average over-run in area and thickness).
PWD SoR 2018 for Civil Works
Distance Matrix (District HQ to District HQ)**, Length in kilometer
URL: www.rhd.gov.bd
viii
PWD SoR 2018 for Civil Works
ix
**Note: This is a indicative distance chart. Users are requested to verify the distances before using. District headquarters have been consider on the nearest RHD roads.
Shortest route have been considered for measuring the distance. For the same destination, if alternate route is used, then distance will vary.
PWD SoR 2018 for Civil Works
x
MISCELLANEOUS MEASUREMENT RELATIONS
 Dry volume of concrete, mortar etc. = 1.5 x wet volume(approx.)
 100 maunds of slaked lime or sand or Surki = 225 cft. (2.25 cft. = 1 maund)
 100 cft. of khoa or brick chips required 850 Nos. bricks of size 9.5" x 4.5" x 2.75"
 Standard Bricks(9.5" x 4.5" x 2.75")1000 Nos. = approx. 72 cft. = 2.039 cum = 3172 to 4000 kg.
 1 bag of cement (British) = 1.25 cft. = 50 kg. (BDS EN 197 CEM-I)
 1 Ton of C.I. Sheet (24 B.W.G.) = 10 bundles
 1 bundle =
Size of C.I. sheet
No of C.I. sheet
Size of C.I. sheet
No of C.I. sheet
6' – 0" long
12 nos
8' – 0" long
9 nos
7' – 0" long
10 nos
9' – 0" long
8 nos
10' – 0" long
7 nos
 Width of C.I. Sheet = 32 inch
 950 rft of barbed wire (12 B.W.G.) = 1 cwt
 200 Nos. of 2.5" long nails = 1 seer
 1 gallon of plastic emulsion paint / synthetic enamel paint covers 300 sft of new surface (approx.)
 1 gallon of distemper covers 250 sft of new surface (approx.)
 1 drum (40 kg) of snowcem covers 2070 square meters (approx.)
 100 cft masonry brick work requires 1100 nos standard bricks (size 9.5" x 4.5" x 2.75") with 0.25” thickness of mortar
Brick Soling:
 Single brick flat soling requires
: 300 Nos. bricks per % sft. (Brick size 9.5" x 4.5" x 2.75")
 Double brick flat soling requires
: 600 Nos. bricks per % sft. (Brick size 9.5" x 4.5" x 2.75")
 Herringbone bond (HBB) brick soling requires
: 500 Nos. bricks pre % sft. (Brick size 9.5" x 4.5" x 2.75")
 Brick on end edging requires
: 250 Nos. bricks per % rft. (Brick size 9.5" x 4.5" x 2.75")
RATES OF
MAN, MATERIAL AND
MARK-UPS
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
Unit
1
MARK-UPS
1
Contractor's Profit
2
Contractor's Overhead Expenses
3.50%
3
VAT
6.00%
4
Additional Incidental Expenses for Gas Line Installation Works
C1
10.00%
10.00%
LABOUR & MAN-POWER: PER DAY
1
Head mason / Mosaic head mistry
Tk.
600.00
per day
2
Mason
Tk.
500.00
per day
3
Skilled labour
Tk.
390.00
per day
4
Ordinary labour
Tk.
320.00
per day
5
Field Engineer (minimum BSc in Eng. with 3yrs exp or Diploma in Eng. with 8yrs exp)
Tk. 1,800.00
per day
6
Skilled technician
Tk. 1,000.00
per day
7
Semi skilled technician
Tk.
600.00
per day
8
Foreman/Supervisor
Tk.
800.00
per day
9
Electrician
Tk.
600.00
per day
10
Assistant Electrician
Tk.
500.00
per day
11
Rod binder
Tk.
500.00
per day
12
Mosaic mistry
Tk.
500.00
per day
13
Plumber
Tk.
600.00
per day
14
Painter
Tk.
600.00
per day
15
Carpenter
Tk.
600.00
per day
16
Welder
Tk.
600.00
per day
17
Polish mistry
Tk.
600.00
per day
18
Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator
Tk.
390.00
per day
19
Machine operator
Tk.
600.00
per day
20
Pile rig operator
Tk.
600.00
per day
21
Diesel hammer mounted rig operator
Tk.
800.00
per day
1
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
Unit
22
Helper to diesel hammer mounted rig operator
Tk.
390.00
per day
23
Rig operator including site allowances for soil exploration
Tk.
600.00
per day
24
Assistant laboratory technician
Tk.
800.00
per day
25
Laboratory technician (Diploma in engg in relevant field having minimum 3yrs exp)
Tk. 1,400.00
per day
26
Laboratory engineer (minimum BSc in relevant field with minimum 3yrs exp)
Tk. 1,800.00
per day
27
Ghorami
Tk.
500.00
per day
28
Sweeper for ODD JOB
Tk.
800.00
per use
29
Tube-well mistry
Tk.
500.00
per day
30
Tube-well head mistry
Tk.
600.00
per day
31
Surveyor (10yrs Exp / diploma Engineer trained in survey)
Tk. 1,400.00
per day
32
Helper to surveyor
Tk.
800.00
per day
C2
EQUIPMENT, TOOLS & PLANTS, VEHICLE, SCAFFOLDING ETC.
33
Scaffolding
Tk.
9.00
per sft
34
Carrying charge of earth by 5-ton capacity truck in Dhaka city
Tk. 1,700.00
per trip
35
Carrying charge of earth by 5-ton capacity truck in Narayanganj / Chittagong / Sylhet city
Tk. 1,200.00
per trip
36
Carrying charge of earth by 5-ton capacity truck in Rajshahi / Barisal / Khulna metropolitan
area
Tk.
950.00
per trip
37
Carrying charge of earth by 5-ton capacity truck in all district except Dhaka/ Chittagong/
Rajshahi / Barisal / Khulna and Narayangonj city
Tk.
800.00
per trip
38
Carriage of earth by any means for site development in Dhaka city
Tk.
7.50
cft
39
Carriage of earth by any means for site development in Narayanganj / Chittagong / Sylhet
city
Tk.
6.00
cft
40
Carriage of earth by any means for site development in Rajshahi / Barisal / Khulna city
Tk.
5.50
cft
41
Carriage of earth by any means for site development in in all district except Dhaka,
Chittagong, and Narayangonj city
Tk.
4.50
cft
42
5-ton capacity truck-fare in Dhaka city including loading & unloading
Tk. 1,700.00
per trip
43
Hire charge of concrete mixer machine
Tk. 1,200.00
per day
44
Hire charge of concrete vibrator
Tk.
600.00
per day
45
Hire charge of water pump for concreting or similar purposes
Tk.
500.00
per day
46
Hire charge of diesel operated 1/4 cusec capacity water pump
Tk.
600.00
per day
2
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
Unit
47
Hire charge of electricity operated 1 cusec capacity water pump
Tk.
800.00
per day
48
Hire charge of 1 cusec capacity diesel operated water pump
Tk. 1,200.00
per day
49
Fuel & lubricant for mixer machine, vibrator, pump etc.
Tk. 1,200.00
per day
50
Hire charge of mosaic cutting machine
Tk.
400.00
per day
51
Hire charge of marble cutting and shaping machine including cutting disc.
Tk.
400.00
per day
52
Hire charge of marble polishing machine including polishing stone
Tk.
550.00
per day
53
Hire charge of marble cutting disk
Tk.
400.00
per day
54
Hire charge of electric grinding machine
Tk.
260.00
per day
55
Hire charge of cast in situ pile boring complete rig set including operational expenses
Tk. 6,000.00
per day
56
Hire charge of pre-cast pile driving complete rig set including operational expenses
Tk. 5,500.00
per day
57
Hire charge of pre-cast micro pile driving complete rig set including operational expenses
Tk. 4,000.00
per day
58
Hire charge of load testing devices including hydraulic fluid: up to 200 ton capacity
Tk. 6,000.00
per test
59
Hire charge of pile load testing devices including hydraulic fluid: up to 400 ton capacity
Tk. 8,000.00
per test
60
Hire charge of diesel hammer mounted completed rig set.
Tk. 24,000.00
per day
61
Hire charge of auger boring complete rig set including operational expenses
Tk. 75,000.00
per day
62
Hire charge of crane for auger boring
Tk. 50,000.00
per day
63
Hire charge of air compressor for auger boring
Tk. 5,000.00
per day
64
Hire charge of concreting equipment for auger boring
Tk. 5,000.00
per day
65
Hire charge of generator for auger boring
Tk. 5,000.00
per day
66
Hire charge of excavator for auger boring
Tk. 10,000.00
per day
67
Hire charge of desander for auger boring
Tk. 6,000.00
per day
68
Hire charge of mud silo for auger boring
Tk. 1,000.00
per day
69
Hire charge of water bowser for auger boring
Tk. 5,000.00
per day
70
Hire charge of hydraulic static pile driver complete rig set
Tk. 75,000.00
per day
71
Generator, fuel, lubricant for hydraulic static pile driver
Tk. 20,000.00
per day
72
Hire charge of 3HP mud pump
Tk.
600.00
per day
73
Hire charge of MS steel tank (6'-6" x 10'-0" x 4'-0")
Tk.
350.00
per trip
74
Truck fare for carrying diesel hammer mounted rig
Tk. 15,000.00
per trip
3
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
Unit
75
Hire charge of 8 - 12 ton road roller
Tk. 5,500.00
per day
76
Hire charge of vibratory (ride on) roller with 2 steel drum compactor (3-5 tons)
Tk. 5,000.00
per day
77
Hire charge of pneumatic multiple tired roller (7 tires, 8-10 tons)
Tk. 5,000.00
per day
78
Hire charge of asphalt plant
Tk. 15,000.00
per day
79
Hire charge of AC paver
Tk. 6,000.00
per day
80
Hire charge of dump truck/ tripping trucks
Tk. 5,000.00
per day
81
Hire charge of distributor
Tk. 5,500.00
per day
82
Hire charge of water tanker (truck mounted)
Tk. 3,000.00
per day
83
Hire-charge of chain dozer
Tk. 7,500.00
per day
84
Fuel & lubricants, spares, maintenance, driver etc. for 8-12 ton road roller
Tk. 1,300.00
per day
85
Hire charge of paint spray machine
Tk.
650.00
per day
86
Hire charge of machine for cutting terrazzo tiles
Tk.
500.00
per % sft
87
Chisel for heavy duty power hammer (100 sft capacity)
Tk. 1,700.00
88
Hire charge of heavy duty chisel machine
Tk.
650.00
per day
89
Shuttering including prop for partial dismantling of R.C.C.
Tk.
27.00
per sft
90
Hire charge of welding machine
Tk.
700.00
per day
91
Hire charge of survey instrument (Level / Theodolite etc.)
Tk.
950.00
per day
C3
WORK RATE EXCLUDING COST OF MATERIALS
92
Breaking of 50 mm down brick chips
Tk.
850.00
per % cft
93
Breaking of 20 mm down brick chips
Tk.
950.00
per % cft
94
Breaking of 12 mm (1/2") down brick chips
Tk. 1,200.00
per % cft
95
Breaking of 20 mm down stone chips
Tk. 2,000.00
per % cft
96
Breaking of 12 mm down stone chips
Tk. 2,200.00
per % cft
97
Placing and removing of shutter for formwork
Tk.
15.00
per sft
98
Making steel shutter for formwork
Tk.
75.00
per sft
99
Making steel door-window frame and shutter
Tk.
65.00
per sft
100
Making fixed steel glazed frame
Tk.
55.00
per sft
101
Making steel grill
Tk.
45.00
per sft
each
4
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
5
Unit
102
Filling and stitching gunny bags
Tk.
10.00
per bag
103
Load testing result sheet preparation
Tk. 6,000.00
per test
104
Carrying cost of timber
Tk.
40.00
per cft
105
Seasoning of timber in plant
Tk.
150.00
per cft
106
Carrying cost of steel door and window
Tk.
70.00
each
107
Fabrication and erection of mild steel truss
Tk. 2,100.00
per 50 kg
108
Fabrication of light section steel
Tk.
300.00
per 50 kg
C4
WORK RATE INCLUDING COST OF MATERIALS
109
Point welding
Tk.
2.50
per point
110
Line welding (at field)
Tk.
6.00
per inch
111
Bitumenous coating (for damp proof course (D.P.C))
Tk.
800.00
per % sft
112
Coal-tar (over timber surface)
Tk.
7.00
per sft
113
Glass pan fitting including putty
Tk.
16.00
per sft
114
Jute hessian (for making formwork water-tight)
Tk.
2.50
per sft
C5
BRICKS AND SCREEN BLOCKS
115
1st class/Picked jhama standard bricks
Tk. 8,700.00
per % 0 nos
116
Automatic machine made 1st class standard bricks
Tk. 9,000.00
per % 0 nos
117
1st class 10 holes machine made 9.5" x 4.5" x 2.75" / 237.5 mm x 112.5 mm x 68.75 mm
size ceramic bricks
Tk. 18,900.00
per % 0 nos
118
9.5" x 4.5" x 2.75"/ 237.5 mm x 112.5 mm x 68.75 mm size machine made solid klinker
facing bricks
Tk. 13,500.00
per % 0 nos
119
9.5" x 4.5" x 2.75" / 237.5 mm x 112.5 mm x 68.75 mm size 10 hole machine made rockface/textured klinker facing bricks
Tk. 13,500.00
per % 0 nos
120
9.5" x 4.5" x 2.75"/ 237.5 mm x 112.5 mm x 68.75 mm size 3 hole machine made
reinforcing facing bricks
Tk. 21,500.00
per % 0 nos
121
8" x 4" x 2"/ 200 x 100 x 50 mm machine made hard pressed klinker facing bricks
Tk. 19,000.00
per % 0 nos
122
8" x 2" x 2"/ 200 x 50 x 50 mm machine made klinker facing red or maroon strips
Tk. 16,000.00
per % 0 nos
123
200 mm x 62 mm x 16.51 mm machine made clay wall tile red strips
Tk. 18,500.00
per % 0 nos
124
200 mm x 62 mm x 12.7 mm machine made clay wall tile beige strips
Tk. 21,000.00
per % 0 nos
125
200 mm x 62 mm x 8.9 mm machine made clay wall tile red strips
Tk. 16,400.00
per % 0 nos
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
6
Unit
126
241 mm x 70 mm x 12.7 mm machine made clay wall tile red strips
Tk. 28,000.00
per % 0 nos
127
242 mm x 70 mm x 12.7 mm machine made clay wall tile matt glazed textured strips
Tk. 34,000.00
per % 0 nos
128
4.5'' x 4.5'' x 4.5''/ 112.5 mm x 112.5 mm x 112.5 mm fancy screen block
Tk. 28,000.00
per % 0 nos
129
5.5'' x 5.5'' x 4'' / 137.5 mm x 137.5 mm x 100 mm fancy screen block
Tk. 34,000.00
per % 0 nos
130
6" x 6" x 4" / 150 mm x 150 mm x 100 mm fancy screen block
Tk. 37,000.00
per % 0 nos
131
8'' x 8'' x 4.25''/ 200 mm x 200 mm x 106.25 mm fancy screen block
Tk. 47,000.00
per % 0 nos
132
8'' x 4.75'' x 4''/ 200 mm x 118.75 mm x 100 mm fancy screen block
Tk. 47,000.00
per % 0 nos
133
6" x 6" x 6" / 150 mm x 150 mm x 150 mm fancy screen block
Tk. 37,000.00
per % 0 nos
134
9.5'' x 4.5'' x 2.75''/ 237.5 mm x 112.5 mm x 68.75 mm fancy screen block
Tk. 37,000.00
per % 0 nos
135
190 mm x 190 mm size glass bricks
Tk.
350.00
each
C6
CEMENT
136
Ordinary Portland Cement, BDS-EN - 197-1-CEM-I ,52.5N (52.5MPa) / ASTM C-150 TypeI, 50 kg bag
Tk.
415.00
per bag
137
Portland Composite Cement, (CEM-II/A - M 42.5N (42.5MPa) (6-20% constituents other
than clinker): 50 kg bag
Tk.
395.00
per bag
138
White Cement
Tk.
26.00
per kg
C7
STONE / BOULDER / MOSAIC CHIPS, BITUMEN / ADMIXTURE / MEMBRANE
139
Uncrushed boulder
Tk. 16,000.00
per % cft
140
19 mm (3/4") down grade crushed stone chips
Tk. 19,500.00
per % cft
141
12 mm (1/2") down grade stone chips
Tk. 16,500.00
per % cft
142
6 mm (1/4") down grade stone chips
Tk. 14,000.00
per % cft
143
Stone shingles
Tk. 12,000.00
per % cft
144
Stone dust (2.38 mm down grade)
Tk. 4,248.00
per % cft
145
Pea-gravel
Tk. 8,500.00
per % cft
146
Slaked lime
Tk.
20.00
per kg
147
Surki from 1st class brick
Tk.
70.00
per cft
148
Pakistan origin (onix) mosaic chips
Tk.
20.00
per kg
149
Indian origin (deradun) mosaic chips
Tk.
18.00
per kg
150
Pumice stone for finishing mosaic work
Tk.
175.00
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
7
Unit
151
Minar stone for finishing mosaic work
Tk.
420.00
each
152
Colour pigment
Tk.
70.00
per lbs
153
20 mm x 50 mm glass strip
Tk.
10.00
per foot
154
60/70 grade bitumen for road work
Tk. 52,000.00
155
Water-proofing PVC membrane
Tk.
600.00
per sqm
156
Primer for laying PVC membrane on wall
Tk.
600.00
per litre
157
Water reducing admixture in concrete: Type - A
Tk.
150.00
per litre
158
Retarding admixture in concrete: Type - B
Tk.
130.00
per litre
159
Accelerating admixture in concrete: Type - C
Tk.
115.00
per litre
160
Water reducing and retarding admixture in concrete: Type - D
Tk.
220.00
per litre
161
Water reducing and accelerating admixture in concrete: Type - E
Tk.
170.00
per litre
162
Water reducing high range admixture in concrete: Type - F
Tk.
230.00
per litre
163
Water reducing high range retarding admixture in concrete: Type - G
Tk.
160.00
per litre
164
Micro fibre for concrete
Tk.
750.00
per kg
165
Shutter releasing agent / form oil
Tk.
150.00
per litre
166
Polymer based curing compound
Tk.
220.00
per litre
167
Epoxy bonding agent
Tk. 1,800.00
per litre
168
Salt guard coating
Tk.
per litre
C8
EARTH/SAND
169
Royalty of earth
Tk. 1,715.00
per % 0 cft
170
Royalty of sand
Tk. 6,000.00
per % 0 cft
171
Royalty of turf
Tk.
15.00
per % sft
172
Sand (F.M. 0.8)
Tk.
900.00
per % cft
173
Sand (F.M. 1.2)
Tk. 1,400.00
per % cft
174
Sand (F.M. 2.2)
Tk. 4,500.00
per % cft
C9
TIMBER / BOARD / TIMBER PRODUCT
175
Garjan/Jam/local Sal
Tk. 2,000.00
per cft
176
Mehgani
Tk. 1,800.00
per cft
700.00
per M. ton
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
8
Unit
177
Silkarai/Chikrashi
Tk. 2,490.00
per cft
178
Teak Chambal
Tk. 3,400.00
per cft
179
Chittagong teak
Tk. 4,390.00
per cft
180
Kathal
Tk. 2,250.00
per cft
181
Gamari
Tk. 1,700.00
per cft
182
Chapalish
Tk. 2,390.00
per cft
183
Timber for formwork
Tk.
500.00
per cft
184
Bamboo
Tk.
15.00
per foot
185
Shal ballah (avg. dia 6") for driving
Tk.
70.00
per foot
186
Burma teak veneered flush door shutter
Tk.
335.00
per sft
187
Champ veneered flush door shutter
Tk.
240.00
per sft
188
Chapalish veneered flush door shutter
Tk.
240.00
per sft
189
Garjan veneered flush door shutter
Tk.
250.00
per sft
190
12 mm thick Plain Particle board : 550kg/m3
Tk.
38.00
per sft
191
Melamine board (12 mm thick): 8' -0" x 4'-0" size, 700kg/m3
Tk. 2,150.00
per pc
192
9 mm thick gypsum board
Tk.
33.00
per sft
193
9 mm thick perforated gypsum board
Tk.
39.00
per sft
194
12 mm thick laminated vinyl board : 550 kg/m3
Tk.
65.00
per sft
195
12 mm thick Burma Teak veneered board : 550kg/m3
Tk.
86.00
per sft
196
Burma teak
Tk. 6,500.00
per cft
197
50 mm thick glass wool
Tk.
210.00
per sft
198
Rubber gum
Tk.
650.00
per kg
C10
STEEL
199
Grade 300(300Mpa / 300N/mm2 ≈ 43500psi/40 Grade): BDS- 6935-2006 - B300 and
Ratio fy to fu =>1.25
Tk. 58,000.00
per M. ton
200
Grade 400(400Mpa / 400N/mm2 ≈ 60900psi/ 60 Grade), BDS-6935-2006, B400: and ratio
fy to fu => 1.25
Tk. 60,500.00
per M. ton
201
M.S sheet
Tk. 60,500.00
per M. ton
202
M.S. angle, T and Z-section, Channel etc.
Tk. 55,000.00
per M. ton
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
9
Unit
203
M.S. plain bar and F.I. bar (non-structural use)
Tk. 55,000.00
per M. ton
204
Solid square bar
Tk. 55,000.00
per M. ton
205
0.45 mm thick C.I. sheet:
Tk. 79,500.00
per M. ton
206
0.45 mm thick coloured C.I. sheet:
Tk. 81,000.00
per M. ton
207
0.27 mm thick 6'-0" x 18" ridging:
Tk.
350.00
per pc
208
0.27 mm thick 6'-0" x 18" coloured ridging:
Tk.
400.00
per pc
209
Anchor bolt fiting charge
Tk.
25.00
per Kg
210
Galvanized anchor bolt of varying dia
Tk.120,000.00
per M.Ton
211
MS plate of grade 345 Mpa
Tk. 75,000.00
per M.Ton
212
MS plate of grade 275 Mpa
Tk. 70,000.00
per M.Ton
213
Hot rolled W, I, S, T shape sections of grade 275 MPa
Tk. 80,000.00
per M.Ton
214
MS tube / angle
Tk. 70,000.00
per M.Ton
215
Fabrication charge for column, beam, rafter using MS plates including the cost of
electricity, LP gas, machinares etc.
Tk. 20,000.00
per M.Ton
216
Fabrication charge for column, beam, rafter using Hot Rolled sections including the cost of
electricity, LP gas, machinares etc.
Tk. 12,000.00
per M.Ton
217
MS sheet for purlin of any thickness
Tk. 75,000.00
per M.Ton
218
GP sheet for purlin of any thickness
Tk. 98,000.00
per M.Ton
219
0.70 mm thick GP decking sheet of Grade 345 Mpa
Tk.125,000.00
per M.Ton
220
0.47mm colour profile sheet
Tk.155,000.00
per M.Ton
221
Fastner / roof, wall screw
Tk.
4.00
per pcs
222
Decking screw
Tk.
8.00
per pcs
223
Galvanized nut bolt of varying dia ASTM 325
Tk.
250.00
per Kg
224
Galvanized nut bolt of varying dia ASTM 307
Tk.
205.00
per Kg
225
Fabrication charge for roof / wall sheet
Tk. 7,500.00
226
8 mm thick double bubble insulation
Tk.
227
Fabrication charge for decking panel
Tk. 9,000.00
per M.Ton
228
Fabrication charge for Purlin
Tk. 7,000.00
per M.Ton
229
Erection charge for built-up or hot rolled sections
Tk. 8,000.00
per M.Ton
175.00
per M.Ton
per sqm
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
10
Unit
230
Erection charge for decking panel
Tk.
8.00
per Kg
231
Erection charge for purlin
Tk.
4.00
per Kg
232
Erection charge for roof/wall sheet including flashing and trims
Tk.
10.00
per Kg
233
Fitting and fxing of dubble bubble insulation on roof and wall
Tk.
50.00
sqm
234
Anti corrosive epoxy paint
Tk.
950.00
per litre
235
Anti corrosive red oxide paint
Tk.
180.00
per litre
236
Thinner for anti corrosive red oxide paint
Tk.
120.00
per litre
237
Labour charge for redoxide painting
Tk.
600.00
per M.Ton
238
Labour charge for enamel painting
Tk. 3,500.00
per M.Ton
239
Labour charge for application of non-shrink grout including the cost of making shutter
Tk.
50.00
per cft
240
16 mm steel wire
Tk.
120.00
per meter
241
16 mm I bolt with heal side washer and clamp
Tk.
175.00
per set
242
12 mm I bolt with heal side washer and clamp
Tk.
150.00
per set
243
Shear stud of variable dia of grade 275 Mpa
Tk.
120.00
per Kg
244
Making thread for sag rod
Tk.
12.00
per Kg
245
Nut with washer for 12 mm dia sag rod
Tk.
150.00
per Kg
246
cost of non-shrink grout per bag (25 kg )
Tk. 1,500.00
per bag
247
Labour charge for wire bracing
Tk.
per foot
248
Local carriage, load-unload
Tk. 1,500.00
C11
TILES / MARBLE STONE / GRANITE STONE
249
18 mm thick marble stone, Indian standard quality (Bansowara/ Indian grey/ Indian pink or
equivalent)
Tk.
450.00
per sft
250
16 mm thick marble stone, Indian standard quality (Bansowara/ Indian grey/ Indian pink or
equivalent)
Tk.
400.00
per sft
251
12 mm thick marble stone, Indian standard quality (Bansowara/ Indian grey/ Indian pink or
equivalent)
Tk.
370.00
per sft
252
12 mm thick marble stone, Indian superior quality
Tk.
400.00
per sft
253
18 mm thick marble stone, Indian superior quality
Tk.
500.00
per sft
254
16 mm thick marble stone, Indian superior quality
Tk.
420.00
per sft
10.00
per M.Ton
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
11
Unit
255
18 mm thick marble stone, Italian or equivalent
Tk.
650.00
per sft
256
12 mm thick marble stone, Italian or equivalent
Tk.
600.00
per sft
257
Country made wall tiles less than , equal or equivalent to 250mmx330mm in sizes
Tk.
40.00
per sft
258
Country made wall tiles more than 250 mm x 330 mm & less than 310 mm x 510 mm in
sizes or equaivalent
Tk.
62.00
per sft
259
Country made wall tiles more than 310 mm X 510 mm in sizes or equivalent
Tk.
80.00
per sft
260
Country made decor tiles
Tk.
100.00
per sft
261
Country made border Tiles
Tk.
270.00
per sft
262
Country made rustic wall tiles less than or equal to 300 mm x 600 mm
Tk.
90.00
per sft
263
GP (glazed/unglazed homogeneous) 300 mm x 300 mm floor tiles country made
Tk.
60.00
per sft
264
GP (glazed/unglazed Homogeneous) 400 mm x 400 mm floor tiles country made
Tk.
70.00
per sft
265
GP (mirror polished) 300 mm x 300 mm floor tiles country made
Tk.
65.00
per sft
266
GP (mirror polished) 400 mm x 400 mm floor tiles country made
Tk.
80.00
per sft
267
GP (mirror polished) 600 mm x 600 mm floor tiles country made
Tk.
100.00
per sft
268
GP (mirror polished) 500 mm x 500 mm floor tiles country made
Tk.
90.00
per sft
269
GP (mirror polished) 800 mm x 800 mm floor tiles country made
Tk.
110.00
per sft
270
GP (mirror polished) 600 mm x 900 mm country made
Tk.
132.00
per sft
271
GP (mirror polished) 600 mm x 1200 mm country made
Tk.
165.00
per sft
272
Matt or rustic floor tiles of size 400 mm x 400 mm and min. thick 8.4 mm (country made)
Tk.
87.00
per sft
273
Matt or rustic floor tiles of size 600 mm x 600 mm and min. thick 9.8 mm (country made )
Tk.
103.00
per sft
274
GP 300 mm x 300 mm stair tiles (country made)
Tk.
62.00
per sft
275
GP 300 mm x 600 mm stair tiles (country made )
Tk.
95.00
per sft
276
Stair tiles size 300 mm x 600 mm foreign (China/equivalent) made
Tk.
100.00
per sft
277
Rustic stair tiles country made
Tk.
90.00
per sft
278
Rustic stair tiles foreign (China/equivalent) made
Tk.
95.00
per sft
279
Mirror polish 600 mm x 600 mm floor tiles foreign(China/equivalent) made
Tk.
125.00
per sft
280
Mirror polish 800 mm x 800 mm floor tiles foreign(China/equivalent) made
Tk.
150.00
per sft
281
Mirror polish 600 mm x 1200 mm floor tiles foreign(China/equivalent) made
Tk.
300.00
per sft
282
Mirror polish 1000 mm x1000 mm floor tiles foreign(China/equivalent) made
Tk.
400.00
per sft
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
12
Unit
283
Mirror polish 1200 mm x 1200 mm floor tiles foreign (China/equivalent) made
Tk.
500.00
per sft
284
Matt or rustic floor tiles of size 600 mm x 600 mm and minimum thickness 9.8 mm foreign
(China/equivalent) made
Tk.
170.00
per sft
285
foreign (China/ equivalent) glazed wall tiles of size 300 mm x 600 mm with mathcing floor
tiles, décor and border (if any)
Tk.
150.00
per sft
286
foreign (China/equivalent) rustic wall tiles of size 300 mm x 600 mm with mathcing floor
tiles, décor and border (if any)
Tk.
150.00
per sft
287
20 mm to 25 mm thick machine made cement pavement tiles(country made)
Tk.
130.00
per sft
288
Roof tiles of size 100 mm x 200 mm or equivalent (Red colour) (country made)
Tk. 14,000.00
per % sft
289
Roof tiles of size 125 mm x170 mm to 200 mm x 200 mm or equivalent (red colour)
(country made)
Tk. 17,575.00
per % sft
290
Roof tiles of size 160 mm x 268 mm or equivalent (red colour) (country made)
Tk. 15,600.00
per % sft
291
Roof tiles of size 225 mm x 300 mm or larger (red colour) (country made)
Tk. 16,200.00
per % sft
292
Flower shaped roof tiles of size 175 mm x 175 mm or equivalent (red colour)(country
made)
Tk. 22,420.00
per % sft
293
Roof tiles of size 100 mm x 200 mmor equivalent (beige colour) (country made)
Tk. 14,500.00
per % sft
294
Roof tiles of size 125 mm x 170 mm to 200 mm x 200 mm or equivalent (beige colour)
(country made)
Tk. 18,500.00
per % sft
295
Roof tiles of size 225 mm x 300 mm or larger (beige colour)
Tk. 18,000.00
per % sft
296
Flower shaped roof tiles of size 175 mm x 175 mm or equivalent (beige colour)(country
made)
Tk. 23,600.00
per % sft
297
Flower shaped roof tiles of size 175 mm x 175 mm or equivalent (grey or black colour)
(country made)
Tk. 26,200.00
per % sft
298
Pasting tiles adhesive
Tk.
21.00
per kg
299
Tiles grout / joint filler
Tk.
81.00
per kg
300
18 mm thick granite stone (Indian/equivalent)
Tk.
550.00
per sft
301
18 mm thick granite stone (Italian/equivalent)
Tk.
650.00
per sft
302
12 mm thick granite stone(Indian/equivalent)
Tk.
400.00
per sft
303
12 mm thick granite stone(Italian/equivalent)
Tk.
500.00
per sft
304
Acid stone
Tk.
450.00
each
305
Water Proofing Paper (12 Size)
Tk.
22.00
each
306
Water Proofing Paper (320 Size)
Tk.
24.00
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
13
Unit
C12
PROPS / PIPES / I-SECTION/BOX CHANNEL FOR CONCRETING WORK
307
Bamboo prop including top supports
Tk.
120.00
each
308
Salballah prop including top supports
Tk. 1,000.00
each
309
50 mm/2" dia M.S. pipe
Tk.
140.00
per foot
310
38 mm/1.5" dia M.S. pipe
Tk.
115.00
per foot
311
50 mm/2" dia G.I. pipe
Tk.
180.00
per foot
312
38 mm/1.5" dia G.I. pipe
Tk.
148.00
per foot
313
19 mm/3/4" dia G.I. pipe
Tk.
70.00
per foot
314
13 mm/1/2" dia G.I. pipe
Tk.
52.00
per foot
315
Adjustable mechanism including top and bottom plate
Tk.
600.00
per set
316
I-section joist to support inclined prop
Tk.
400.00
per foot
317
4" x 2" M.S. box channel with 1/8" thick M.S. sheet
Tk.
350.00
per foot
318
Steel prop with adjustable mechanism including top and bottom plate
Tk. 1,650.00
per set
319
Turn-buckle including tie rod
Tk.
450.00
per set
C13
PAINT / POLISHING
320
Standard exterior emulsion paint
Tk.
279.00
per litre
321
Premium exterior emulsion paint
Tk.
397.00
per litre
322
Sealer for exterior emulsion paint
Tk.
174.00
per litre
323
Silicon based paint/coating
Tk.
280.00
per litre
324
Ready-mix putty ( exterior)
Tk.
50.00
per litre
325
Ready-mix putty ( interior)
Tk.
52.00
per kg
326
Thinner for oil-based paint (turpentine) for general purpose
Tk.
120.00
per kg
327
Synthetic polyvinyl (S.P.) distemper
Tk.
80.00
per litre
328
Synthetic polyvinyl (S.P.) distemper primer /sealer
Tk.
149.00
per litre
329
Acrylic plastic emulsion paint (plastic/matt finish)
Tk.
202.00
per litre
330
Acrylic plastic emulsion paint (silky finish)
Tk.
391.00
per litre
331
Acrylic plastic emulsion paint (odorless)
Tk.
500.00
per litre
332
Sealer for acrylic plastic emulsion paint
Tk.
149.00
per litre
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
14
Unit
333
Standard synthetic enamel paint
Tk.
200.00
per litre
334
Premium synthetic enamel paint
Tk.
270.00
per litre
335
Oil based anticorrosive primer
Tk.
175.00
per litre
336
Thinner for oil-based paint (turpentine) for general purpose
Tk.
120.00
per litre
337
Chlorinated rubber paint
Tk.
588.00
per litre
338
Chlorinated rubber sealer
Tk.
523.00
per litre
339
Chlorinated rubber paint thinner
Tk.
212.00
per litre
340
Epoxy enamel primer including base, curing agent & thinner
Tk.
500.00
per litre
341
Epoxy enamel paint including base, curing agent & thinner
Tk.
523.00
per litre
342
Textured coating including sealer, texture coat & top coat
Tk.
250.00
per litre
343
Wood varnishing: Yacht ( alkyd based)
Tk.
250.00
per litre
344
Wood varnishing: Egg-shell ( alkyd based)
Tk.
250.00
per litre
345
Wood varnishing: Matt ( alkyd based)
Tk.
250.00
per litre
346
Thinner for alkyd based wood varnishing
Tk.
130.00
per litre
347
Self leveling epoxy coating (4 mm thickness)
Tk.
150.00
per sft
348
Oxalic acid
Tk.
95.00
per litre
349
Wax for polishing
Tk.
299.00
per kg
350
Design Paint including base coat , design coat & protection coat
Tk.
390.00
per litre
French-Polishing
351
French powder
Tk.
46.00
per kg
352
Spirit
Tk.
130.00
per Ib
353
Gala
Tk.
780.00
per kg
354
Karpa
Tk.
550.00
per kg
355
Sand paper
Tk.
14.00
each
356
Putty
Tk.
90.00
per kg
357
Markin cloth
Tk.
10.00
per yard
358
Cotton
Tk.
90.00
per lbs
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
C14
Items
Rate
ALUMINIUM :
15
Unit
Powder
coated
Anodized coated
I. Aluminium Channel / Sections: Rate per foot
Bronze
Silver
S.S
colour
Any
colour
Unit
359
101.60 mm, 44.45 mm wall frame of 1.2 mm thick
Tk. 118.00
Tk.115.00
Tk.122.00
Tk.125.00
per foot
360
54 mm, 46 mm wall frame of 1.8 mm shutter side 2.3 mm
thick
Tk. 130.00
Tk.125.00
Tk.133.00
Tk.135.00
per foot
361
16.54 mm, 15.49 mm Door glass bit of 0.99 mm thick
Tk. 16.00
Tk. 15.00
Tk. 16.00
Tk. 18.00
per foot
362
101.54 mm, 42.93 mm closure system of 1.8 mm thick
Tk. 131.00
Tk.126.00
Tk.134.00
Tk.141.00
per foot
363
101.60 mm closure cover of 1.2 mm thick
Tk. 45.00
Tk. 44.00
Tk. 47.00
Tk. 54.00
per foot
364
101.60 mm, 12.70 mm floor bottom of 4 mm thick
Tk. 133.00
Tk.123.00
Tk.131.00
Tk.131.00
per foot
365
82.60 mm, 43.99 mm door shutter bottom of 1.8 mm thick
Tk. 173.00
Tk.168.00
Tk.178.00
Tk.186.00
per foot
366
51 mm, 43.99 mm door shutter top of 1.8 mm thick
Tk. 142.00
Tk.138.00
Tk.146.00
Tk.153.00
per foot
367
101.60 mm, 38.10 mm, 25.4 mm door handle (short) of 2.3
mm, 2.3 mm, 4.01 mm thick
Tk. 183.00
Tk.177.00
Tk.188.00
Tk.197.00
per foot
368
101.60 mm, 44.45 mm top & side 1.8 mm thick
Tk. 176.00
Tk.171.00
Tk.182.00
Tk.187.00
per foot
369
101.35 mm, 44.45 mm bottom of 1.2 mm thick
Tk. 90.00
Tk. 88.00
Tk. 93.00
Tk. 96.00
per foot
370
44.32 mm, 19.61 mm fixed bottom cover of 1.2 mm thick
Tk. 52.00
Tk. 51.00
Tk. 54.00
Tk. 55.00
per foot
371
83.21mm, 16.00 mm fixed grouve cover of 1.2 mm thick
Tk. 79.00
Tk. 76.00
Tk. 81.00
Tk. 83.00
per foot
372
39.09mm, 14.81mm fixed glass protector of 1.0 mm thick
Tk. 25.00
Tk. 24.00
Tk. 26.00
Tk. 27.00
per foot
373
15.75 mm, 14.81mm fixed glass protector bit of 0.99 mm
thick
Tk. 18.00
Tk. 17.00
Tk. 19.00
Tk. 21.00
per foot
374
75.50 mm, 17.79 mm outer low bottom 0f 1.2 mm thick
Tk. 82.00
Tk. 81.00
Tk. 85.00
Tk. 96.00
per foot
375
75.5 mm, 26.8 mm outer top of 1.2 mm thick
Tk. 92.00
Tk. 89.00
Tk. 95.00
Tk.107.00
per foot
376
33 mm, 26.80 mm, 22 mm shutter top of 1.2 mm thick
Tk. 62.00
Tk. 60.00
Tk. 64.00
Tk. 66.00
per foot
377
60 mm, 24 mm shutter bottom of 1.2 mm thick
Tk. 87.00
Tk. 84.00
Tk. 89.00
Tk. 92.00
per foot
378
75.50 mm, 19.90 mm outer side of 1.2 mm thick
Tk. 77.00
Tk. 74.00
Tk. 79.00
Tk. 81.00
per foot
379
49.20 mm, 26.20 mm shutter lock of 1.2 mm thick
Tk. 80.00
Tk. 78.00
Tk. 82.00
Tk. 85.00
per foot
380
34.40 mm, 32.10 mm, 25.40 shutter inter lock of 1.2 mm
thick
Tk. 83.00
Tk. 81.00
Tk. 86.00
Tk. 88.00
per foot
381
31.75 mm shutter divider of 1.2 mm thick
Tk. 66.00
Tk. 64.00
Tk. 68.00
Tk. 71.00
per foot
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
16
Unit
382
31.00 mm, 26.00 mm sliding fixed side of
Tk. 46.00
Tk. 44.00
Tk. 47.00
Tk. 50.00
per foot
383
7.14 mm spandrel of 1.4mm to 1.2mm thick
Tk. 88.00
Tk. 85.00
Tk. 90.00
Tk. 92.00
per foot
384
75.50 mm, 32 mm outer bottom (high) of 1.2 mm thick
Tk. 90.00
Tk. 88.00
Tk. 93.00
Tk. 96.00
per foot
385
75.5 mm, 26.80 mm outer top of 1.2 mm thick
Tk. 92.00
Tk. 89.00
Tk. 95.00
Tk. 98.00
per foot
386
37.78 mm, 31.78 mm bottom cover of 1.2 mm thick
Tk. 39.00
Tk. 38.00
Tk. 40.00
Tk. 42.00
per foot
387
76.20 mm, 38.10 mm grouve cover of 1.2 mm thick
Tk. 88.00
Tk. 85.00
Tk. 90.00
Tk. 92.00
per foot
388
57.15 mm, 15.80 mm grouve cover of 1.2 mm thick
Tk. 59.00
Tk. 57.00
Tk. 60.00
Tk. 62.00
per foot
389
76.20 mm, 38.10 mm, 57.15 mm fixed top & side of 1.2 mm
thick
Tk. 115.00
Tk.112.00
Tk.118.00
Tk.123.00
per foot
390
38.88 mm, 36.63 mm casement outer 1.2 mm thick
Tk. 52.00
Tk. 50.00
Tk. 53.00
Tk. 56.00
per foot
391
47.62 mm, 28.57 mm, 40.82 mm casement shutter of 1.9 mm
thick
Tk. 90.00
Tk. 88.00
Tk. 93.00
Tk. 97.00
per foot
392
15.87 mm, 27.00 mm casement shutter top of 1.245 mm
thick
Tk. 25.00
Tk. 24.00
Tk. 26.00
Tk. 29.00
per foot
393
57.15 mm, 15.80 mm grouve cover of 1.2 mm thick
Tk. 59.00
Tk. 57.00
Tk. 60.00
Tk. 62.00
per foot
394
17.40 mm, 31.78 mm bottom cover of 1.2 mm thick
Tk. 39.00
Tk. 38.00
Tk. 40.00
Tk. 42.00
per foot
395
76.20 mm, 38.10 mm fixed bottom cover of 1.2 mm thick
Tk. 115.00
Tk.112.00
Tk.118.00
Tk.120.00
per foot
396
57.15 mm, 38.10 mm top & side of 1.2 mm thick
Tk. 128.00
Tk.125.00
Tk.132.00
Tk.135.00
per foot
397
76.00 mm, 38.10 mm wall frame of 1.2 mm thick
Tk. 90.00
Tk. 88.00
Tk. 93.00
Tk. 99.00
per foot
398
55.02 mm, 37.39 mm louver Z-section of 1.2 mm thick
Tk. 30.00
Tk. 30.00
Tk. 31.00
Tk. 34.00
per foot
399
39.67 mm, 15.06 mm louver U-section of 1.2 mm thick
Tk. 35.00
Tk. 34.00
Tk. 37.00
Tk. 40.00
per foot
400
95.00 mm, 38.00 mm outer bottom of 1.2 mm thick
Tk. 113.00
Tk.110.00
Tk.117.00
Tk.124.00
per foot
401
95.00 mm, 28.50 mm outer top of 1.2 mm thick
Tk. 113.00
Tk.110.00
Tk.117.00
Tk.122.00
per foot
402
95.00 mm, 19.50 mm outer side of 1.2 mm thick
Tk. 90.00
Tk. 88.00
Tk. 93.00
Tk. 97.00
per foot
403
42.2 mm, 13.2 mm net section of 1.2 mm thickness
Tk. 55.00
Tk. 53.00
Tk. 57.00
Tk. 59.00
per foot
404
1" x 1" square pipe
Tk. 38.00
Tk. 37.00
Tk. 39.00
Tk. 41.00
per foot
405
7.14 mm span drel of 1.2 mm thick (0.70 kg/m)
Tk. 90.00
Tk. 88.00
Tk. 92.00
Tk. 94.00
per foot
406
Mosquito net (fiber net) (per sft)
Tk. 17.00
Tk. 15.00
Tk. 19.00
Tk. 21.00
per foot
407
T-section (main T) for false ceiling
Tk. 25.00
Tk. 24.00
Tk. 26.00
Tk. 29.00
per foot
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
17
Unit
408
T-section (cross T) for false ceiling
Tk. 22.00
Tk. 21.00
Tk. 22.00
Tk. 27.00
per foot
409
L-section for wall and ceiling
Tk. 21.00
Tk. 20.00
Tk. 22.00
Tk. 26.00
per foot
410
Aluminium curtain rail including hard-wares and fittings
Tk. 27.00
Tk. 26.00
Tk. 28.00
Tk. 30.00
per foot
411
44 mm, 44 mm, 1.20 box
Tk. 79.00
Tk. 76.00
Tk. 81.00
Tk. 84.00
per foot
412
25 mm, 25 mm, 1.20 angle
Tk. 23.00
Tk. 22.00
Tk. 24.00
Tk. 25.00
per foot
413
25 mm, 25 mm, 1.20 fitting angle
Tk. 48.00
Tk. 47.00
Tk. 50.00
Tk. 52.00
per foot
414
Alluminium composite Panel
Tk. 250.00
Tk.248.00
Tk.252.00
Tk.255.00
per foot
415
Curtain wall sub mullium (100mm X 50 mm X 2.00 mm)
Tk. 294.00
Tk.286.00
Tk.303.00
Tk.313.00
per foot
416
Curtain wall sub mullium (50mm X 50 mm X 1.50 mm)
Tk. 177.00
Tk.173.00
Tk.184.00
Tk.191.00
per foot
417
Casement outer frame (29mm X 20 mm X 1.20 mm)
Tk. 39.00
Tk. 38.00
Tk. 40.00
Tk. 44.00
per foot
418
Casement outer section (52mm X 22 mm X 40mm X 1.5 mm)
Tk. 152.00
Tk.147.00
Tk.156.00
Tk.163.00
per foot
419
Aluminium angle (50mm X 50 mm X 6mm)
Tk. 235.00
Tk.230.00
Tk.240.00
Tk.245.00
per foot
420
Aluminium cover (50mm X 6 mm X 1.5mm)
Tk. 74.00
Tk. 72.00
Tk. 76.00
Tk. 78.00
per foot
421
50mm X 6 mm X 1.5mm angle for casement shutter
Tk. 78.00
Tk. 75.00
Tk. 80.00
Tk. 82.00
per foot
422
38mm x 38mm Aluminium frame (Wall box) of 1.5 mm
Tk. 75.00
Tk. 72.00
Tk. 77.00
Tk. 80.00
per foot
423
38mm x 12mm and 1.5 mm thick Aluminium frame of Netting
shutter top, bottom & side
Tk. 67.00
Tk. 65.00
Tk. 69.00
Tk. 72.00
per foot
424
20 mm Aluminium pipe
Tk. 93.00
Tk. 91.00
Tk. 95.00
Tk. 98.00
per foot
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
Unit
II. Accessories for aluminium door-window works
425
Swing door clouser
Tk. 2,700.00
set
426
Swing door lock
Tk.
625.00
set
427
Swing door Mohiar
Tk.
5.00
foot
428
Fixed Neoprene
Tk.
2.60
foot
429
Flush bolt
Tk.
320.00
set
430
Sliding door lock
Tk.
200.00
set
431
Sliding door /window wheel
Tk.
70.00
no
432
Sliding door /window Mohiar
Tk.
1.30
foot
433
Sliding Neoprene
Tk.
2.70
foot
434
Sealant
Tk.
3.00
gm
435
Sliding window key lock
Tk.
80.00
set
436
Bolts and Screws including sealants
Tk.
70.00
LS
437
4-bar hinge
Tk.
700.00
no
438
Casement handle
Tk.
260.00
no
439
Rivet
Tk.
5.00
no
440
S.S. screw
Tk.
2.50
no
441
Screws
Tk.
1.00
no
442
5 mm tinted glass
Tk.
82.00
sft
443
5 mm clear glass
Tk.
66.00
sft
444
Rubber gasket
Tk.
1.90
sft
445
Aluminium sheet
Tk.
382.00
Kg.
446
Protector bit (Single)
Tk.
19.33
foot
447
Protector bit (Double)
Tk.
26.76
foot
448
Silicon (1 piece 300 mm)
Tk.
300.00
each
449
Steel rowel bolt
Tk.
40.00
each
450
Rivets (Big)
Tk.
2.00
each
451
Norton Tap
Tk.
27.00
each
18
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
19
Unit
452
Masking tape
Tk.
25.00
each
453
Structural sealant
Tk.
12.00
each
454
Casement 4-bar huge
Tk.
500.00
each
455
Casement handle
Tk.
245.00
each
456
Sealant Gum
Tk.
365.00
each
457
Arm lock
Tk.
400.00
each
458
M.S. angle
Tk.
108.00
each
459
Curtain wall jointer
Tk.
313.00
each
460
Dow coling silicon gum
Tk.
620.00
pcs
461
Fin connector
Tk. 4,000.00
each
462
Fin hanger
Tk. 5,000.00
each
463
SS U Channel
Tk.
200.00
foot
464
SS Spider Set
Tk. 9,000.00
each
465
6 mm thick PVC board of size 600x600 mm
Tk.
40.00
per sft
466
0.6 mm thick plain aluminium board of size 600x600 mm
Tk.
95.00
per sft
467
0.6 mm thick perforated aluminium board of size 600x600 mm
Tk.
75.00
per sft
468
6 mm thick Fiber cement board
Tk.
80.00
per sft
469
38x12.5x0.5 mm U bar/ Furring channel
Tk.
20.00
per foot
470
19 mm x 0.5 mm G.I. angle
Tk.
22.00
per foot
471
12 mm thick solid PVC board
Tk.
100.00
per sft
472
Wall paper
Tk.
60.00
per sft
III. Vertical Venetian Blinds
473
Head rail, Aluminium
Tk.
9.00
per foot
474
Rod tilt / Hexagon Aluminium Rod
Tk.
8.50
per foot
475
End cap set / End closure set
Tk.
75.00
per set
476
Weight plate / Weight bar
Tk.
11.00
each
477
Link Chain / Weight Chain
Tk.
11.00
per foot
478
Ball Chain / Plastic Chain
Tk.
10.00
per foot
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
20
Unit
479
Plastic Washer / Fabric upper clip
Tk.
2.75
each
480
Spacer (Link) / Plastic Runner Spring
Tk.
9.00
each
481
Handling Cord /Nylon Cord
Tk.
3.00
per foot
482
Thread bar
Tk.
10.00
each
483
Angle Clip
Tk.
8.00
each
484
Plastic Runner
Tk.
4.00
each
485
Glass fiber Fabrics (special quality, foreign made)
Tk.
100.00
per sft
486
Angle
Tk.
5.00
each
487
Fitting-fixing charge
Tk.
4.00
per sft
IV. Horizontal Venetian Blind/Horizontal Zebra Blind
488
Head rail
Tk.
8.50
per foot
489
Bottom rail
Tk.
5.00
per foot
490
Aluminium Strips (special quality, foreign made)
Tk.
80.00
per foot
491
synthetic net
Tk.
60.00
per foot
492
polyester fabrics
Tk.
70.00
per foot
493
vinyl or PVC coated strip
Tk.
90.00
per foot
494
Rod till / hexagon aluminium Rod
Tk.
7.00
per foot
495
Gear box /tilter
Tk.
10.00
each
496
Support and cord drum
Tk.
6.00
each
497
Cord lock
Tk.
6.00
each
498
Stop ring
Tk.
8.00
each
499
Tassel
Tk.
5.00
ach
500
Ladder cord
Tk.
4.00
per foot
501
Stick / tilt wand
Tk.
8.00
each
502
Bracket/metal intermediate bracket
Tk.
7.50
each
503
Bottom cap / end cap for head rail
Tk.
10.00
each
504
Tape holder
Tk.
6.00
each
505
Steel washer
Tk.
8.00
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
21
Unit
506
Head cap set
Tk.
12.00
each
507
Handling cord
Tk.
5.00
per foot
508
Labour cost
Tk.
3.50
per sft
V. Blackout/ Translucent roller Blind
509
Head control tube, 38mm aluminium tube with wall thickness 1mm
Tk.
20.00
per foot
510
one idler aluminium rod
Tk.
15.00
per foot
511
End cap set/end closure set
Tk.
50.00
Per set
512
Weight plate/weight bar
Tk.
11.00
each
513
Link chain/weight chain
Tk.
11.00
per foot
514
Ball chain/plastic chain
Tk.
10.00
per foot
515
Plastic washer/fabricupper clip
Tk.
2.75
each
516
mounting brackets cover
Tk.
12.00
per foot
517
Handling cord/nylon cord
Tk.
3.00
per foot
518
Thread bar
Tk.
10.00
each
519
Angle clip
Tk.
8.00
each
520
Plastic runner
Tk.
4.00
each
521
PVC/ vinyl laminated fiberglass fabrics
Tk.
90.00
per sft
522
Angle
Tk.
5.00
each
523
clip in brackets with cover
Tk.
10.00
per set
524
38mm clutch
Tk.
20.00
each
525
piano wire flat springs
Tk.
15.00
per foot
526
elastic spindle
Tk.
25.00
each
527
38mm thick rope chain bead clutch
Tk.
70.00
per set
528
bead chain
Tk.
20.00
per foot
529
25mm thick bottom aluminum tube with 1mm wall thickness
Tk.
15.00
per foot
530
lifting plastic kit
Tk.
10.00
rach
531
clutch connectors
Tk.
80.00
each
532
mounting profile for outside mount of roller tube
Tk.
30.00
per foot
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
22
Unit
533
bottom bar end cap
Tk.
15.00
each
534
pull with tassel
Tk.
50.00
each
535
Fitting-fixing charge
Tk.
4.00
per sft
C15
PVC
I. uPVC Pipe for Electric Conduit
536
Wall grade 3/4" / 19 mm dia pipe, 1.2 mm thick
Tk.
5.00
per foot
537
Wall grade 1"/ 25 mm dia pipe, 1.2 mm thick
Tk.
7.00
per foot
538
Roof grade 3/4"/19 mm dia pipe, 1.5 mm thick
Tk.
5.50
per foot
539
Roof grade 1"/ 25 mm dia pipe, 1.5 mm thick
Tk.
8.50
per foot
540
Roof grade 1.25"/ 32 mm dia pipe, 1.5 mm thick
Tk.
11.00
per foot
II. Fittings for uPVC Pipe for Electric Conduit
541
3/4"/19 mm Socket
Tk.
45.00
per dzn
542
1" / 25 mm Socket
Tk.
60.00
per dzn
543
1.25"/ 32 mm Socket
Tk.
65.00
per dzn
544
3/4" / 19 mm Plain bend
Tk.
75.00
per dzn
545
1"/ 25 mm Plain bend
Tk.
80.00
per dzn
546
1.25"/ 32 mm Plain bend
Tk.
120.00
per dzn
547
3/4"/ 19 mm Circular box single
Tk.
96.00
per dzn
548
3/4" / 19 mm Circular box double
Tk.
96.00
per dzn
549
1"/ 25 mm Circular box single
Tk.
108.00
per dzn
550
1"/ 25 mm Circular box double
Tk.
108.00
per dzn
551
Solvent cement for jointing
Tk.
2.00
per grm
III. Plastic Door, Windows & Partition
552
PVC door frame thickness min 2.5 mm
Tk.
107.00
per meter
553
G.I inner joint (76.2 mm x 38.1 mm) clamp
Tk.
12.00
each
554
G.I inner joint (72.2 mm x 76.2 mm) clamp
Tk.
13.00
each
555
G.I outer clamp
Tk.
12.00
each
556
G.I. wall clamp (216 x 19 mm)
Tk.
14.00
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
23
Unit
557
Rivet ø 3.17 ø 3 x ↔12.17 mm
Tk.
1.50
each
558
Garjan wood 25.4 x 22.22 mm
Tk.
27.00
per meter
559
uPVC hollow section wall thickness 2.5 mm
Tk.
880.00
per meter
560
uPVC side clip 2.5 mm
Tk.
26.00
per meter
561
Screw 25.5 mm
Tk.
3.00
each
562
Tower bolt Ø 9.38 x 152.4 mm
Tk.
56.00
each
563
Plastic handle 146 mm long
Tk.
53.00
each
564
Hinges 76.2 x 57.15 mm
Tk.
48.00
each
565
Hasp bolt Ø 25 x ↔ 254 mm
Tk.
190.00
each
566
Round lock normal (China/Korea/Taiwan)
Tk.
550.00
each
567
Rod Ø 9.52 mm x 3 pcs
Tk.
40.00
each
568
Nut with washer 6 pcs
Tk.
12.00
each
569
Rowel plug
Tk.
1.00
each
570
T-frame
Tk.
130.00
per meter
571
L-frame
Tk.
130.00
per meter
572
Hollow bit
Tk.
60.00
per meter
573
Screw for hollow partition
Tk.
2.00
each
574
T-inner joint clamp
Tk.
9.00
each
575
L-inner joint clamp
Tk.
14.00
each
576
Glass bit
Tk.
60.00
per meter
577
Round rubber bit
Tk.
20.00
per meter
578
Rubber bit
Tk.
10.00
per meter
579
Adhesive
Tk.
200.00
per kg
580
10mm glass for partition wall
Tk.
300.00
per sqm
IV. Plastic Door, Windows & Partition
581
8 mm thick PVC sheet
Tk. 1,550.00
per pc
582
Partition frame (Profile)
Tk.
60.00
per foot
583
4" New sash (Profile)
Tk.
140.00
per foot
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
24
Unit
584
Sliding glass bead (Profile)
Tk.
20.00
per foot
585
Partition frame (Reinforcement)
Tk.
28.00
per foot
586
Rubber
Tk.
7.00
per foot
587
Screw
Tk.
4.00
per pc
588
Hinge
Tk.
47.00
per pc
589
Sitkani
Tk.
65.00
each
590
Handle
Tk.
50.00
each
591
Steel clamp (8")
Tk.
10.00
each
592
Partition glass bit
Tk.
10.00
per foot
593
Sliding frame
Tk.
35.00
per foot
594
Sliding sash
Tk.
40.00
per foot
595
Sliding interlock
Tk.
13.00
per foot
596
Brush
Tk.
10.00
per foot
597
Lock (2")
Tk.
35.00
each
598
Sliding frame: reinforcement
Tk.
28.00
per foot
599
Sliding sash: reinforcement
Tk.
28.00
per foot
600
5 mm clear glass
Tk.
70.00
per sft
601
3 mm thick plastic wood
Tk.
650.00
per pc
602
2" Screw
Tk.
110.00
per pack
603
Wall bit (9/64)
Tk.
40.00
per pc
604
Super bit
Tk.
160.00
per pc
605
Sun-star Glue
Tk.
110.00
per litre
606
Tarpin
Tk.
250.00
per gallon
607
Super Glue
Tk.
30.00
per pc
608
6 mm thick plastic wood
Tk. 1,300.00
per pc
609
12 mm thick plastic wood
Tk. 2,740.00
per pc
610
2" Magnet
Tk.
40.00
each
611
Chain Hinge (kabja)
Tk.
120.00
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
25
Unit
612
Metal Handle
Tk.
185.00
each
613
Cloth
Tk.
10.00
per yrds
614
Rowl plug (10 Nos. per pack)
Tk.
20.00
per pack
615
1" Aluminium main tee
Tk.
27.00
per foot
616
1" Aluminium cross tee
Tk.
23.00
per foot
617
1" Aluminium L-section
Tk.
23.00
per foot
C16
GAS CONNECTION WORK
I. 50 PSI API 5L, Grade-B ERW M.S. Pipe
618
75 mm ND (88.90 mm OD)
Tk.
312.94
per foot
619
50 mm ND (60.30 mm OD)
Tk.
205.00
per foot
620
25 mm ND (33.40 mm OD)
Tk.
100.00
per foot
621
20 mm ND (26.70 mm OD)
Tk.
65.00
per foot
II. Consumable
622
4" x 400' Black tape
Tk. 6,159.23
per roll
623
2" x 200' Black tape
Tk. 1,168.55
per roll
624
Primer
Tk.
315.00
per litre
III. Butt welded joints
625
75 mm ND (88.90 mm OD)
Tk.
149.75
each
626
50 mm ND (60.30 mm OD)
Tk.
127.26
each
627
25 mm ND (33.40 mm OD)
Tk.
99.73
each
628
20 mm ND (26.70 mm OD)
Tk.
85.32
each
IV. Fittings & accessories
629
50 x 50 x 50 mm N.D. Tee CD40
Tk.
231.55
each
630
50 x 50 x 25 mm N.D. Tee CD40
Tk.
258.30
each
631
25 x 25 x 25 mm N.D. Tee CD40
Tk.
146.76
each
632
50 mm x 90o Elbow
Tk.
172.43
each
633
25 mm x 90o Elbow
Tk.
52.77
each
634
50 mm x 45o Elbow
Tk.
74.36
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
26
Unit
635
50 x 25 mm reducer
Tk.
82.44
each
636
20 mm plug/socket
Tk.
260.00
each
637
50 x 20 mm saddle
Tk.
199.17
each
638
50 mm dia end cap
Tk.
64.26
each
639
25 mm dia end cap
Tk.
40.39
each
640
50 x 50 mm equal tee
Tk. 16,191.07
each
641
25 x 25 x 25 mm service tee
Tk. 1,728.83
each
642
50 x 25 mm service tee
Tk. 3,240.01
each
643
50 mm insulating kits
Tk. 1,914.93
each
644
50 mm flange W/N 150 R/F
Tk.
786.95
each
645
5/8" x 3" long nut bolt including washer
Tk.
74.18
each
646
Valve Pit (Titas Gas T&D Co. Ltd. design & plan.) (for 2" dia above)
Tk. 18,342.50
each
647
M.S. sheet cover supplied by Titas Gas T & D Co. Ltd.(for 2" dia above)
Tk. 15,516.23
each
648
Testing & purging
Tk.
649
50 mm ND dia ball valve class 150 R.F.
Tk. 7,318.60
each
650
25 mm ND dia plug valve class 150 R.F.
Tk. 5,221.92
each
651
25 mm dia flange W/N 150 R.F.
Tk.
385.83
each
652
50 mm dia flange W/N 150 R.F.
Tk.
786.95
each
653
50 mm dia gasket
Tk.
279.28
each
654
25 mm dia gasket (asbestos)
Tk.
45.62
each
655
1/2" x 2.5" nut-bolt
Tk.
33.75
each
656
3/4" / 19 mm dia G.I. pipe (NTL or eqv.)
Tk.
41.70
per foot
657
1/2" / 12 mm dia G.I. pipe (NTL or eqv.)
Tk.
32.00
per foot
658
12 x 6 mm gas stop cock
Tk.
193.00
each
659
20 x 20 mm gas stop cock
Tk.
308.56
each
C17
TERMITE TREATMENT
660
DURS BAN 20 EC
Tk.
920.00
per litre
661
NEOCIDOL-60
Tk.
140.00
per % ml
21.82
per meter
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
662
Kerosene / Diesel
C18
CONCRETE HOLLOW BLOCKS & PAVING STONE WORKS
663
Rate
27
Unit
Tk.
68.00
per litre
70 mm non load bearing concrete hollow block
Tk.
24.00
each
664
Transportation 70 mm block
Tk.
3.66
each
665
Mortar mix
Tk.
281.08
per litre
666
90 mm non load bearing concrete hollow block
Tk.
36.00
each
667
Transportation 90 mm block
Tk.
3.00
each
668
140 mm non load bearing concrete hollow block
Tk.
53.00
each
669
Transportation 140/190 mm block
Tk.
7.87
each
670
140 mm load bearing concrete hollow block
Tk.
56.06
each
671
190 mm load bearing concrete hollow block
Tk.
60.00
each
672
150 mm concrete ceiling block
Tk.
64.87
each
673
Transportation 150/200 mm ceiling block
Tk.
8.74
each
674
200 mm concrete ceiling block
Tk.
94.01
each
675
External plaster mix
Tk.
286.57
per litre
676
60 mm grey uniblock: 15 N/mm2
Tk.
14.00
each
677
60 mm coloured uniblock: 15 N/mm2
Tk.
18.00
each
678
Transportation 60/80 mm uniblock/Rec-block
Tk.
2.06
each
679
60 mm grey uniblock: 49 N/mm2
Tk.
17.00
each
680
60 mm coloured uniblock: 49 N/mm2
Tk.
20.00
each
681
80 mm grey uniblock: 49 N/mm2
Tk.
22.00
each
682
80 mm coloured uniblock: 49 N/mm2
Tk.
28.00
each
683
Rectangular grey block
Tk.
15.00
each
684
Rectangular coloured block
Tk.
18.00
each
685
250 x 250 mm grey engraved CC tiles
Tk.
46.66
per sft
686
250 x 250 mm coloured engraved CC tiles
Tk.
56.51
per sft
687
Transportation of 250 mm x 250 mm tiles
Tk.
1.90
per sft
688
Roof Engraved Tile
Tk.
36.63
per sft
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
Unit
689
Solid block (215 x 100 x 65) mm
Tk.
14.00
each
690
Transportation Solid block (215 x 100 x 65) mm
Tk.
1.64
each
691
200 mm x 92 mm x 37.5 mm grey solid cladding block
Tk.
13.00
each
692
Transportation solid cladding block
Tk.
2.31
each
693
200 mm x 92 mm x 37.5 mm coloured solid cladding block
Tk.
15.00
each
694
400 mm x 92 mm x 50 mm grey split cladding
Tk.
16.61
each
695
Transportation split cladding
Tk.
2.00
each
696
400 mm x 92 mm x 50 mm coloured split cladding
Tk.
21.45
each
697
420 mm x 330 mm x 15 mm coloured facial cladding
Tk.
35.21
each
698
418 mm x 330 mm x 17 mm red colour roof tiles
Tk.
150.00
each
699
Transportation roof tiles
Tk.
3.45
each
700
J-hook with nut and washer
Tk.
10.35
each
701
418 mm x 330 mm x 17 mm oriental colour roof tiles
Tk.
42.56
each
702
418 mm x 330 mm x 17 mm antique red colour roof tiles
Tk.
49.05
each
703
418 mm x 330 mm x 17 mm green colour roof tiles
Tk.
53.36
each
704
600 mm x 300 mm x 100 mm kerb stone
Tk.
150.00
each
705
Transportation of kerb stone
Tk.
31.19
each
706
100 mm non-load bearing concrete hollow block
Tk.
30.68
each
707
Transportation of 100 mm hollow block
Tk.
3.75
each
708
250 mm concrete ceiling block
Tk.
94.45
each
709
Transportation 250 mm ceiling block
Tk.
8.75
each
710
300 mm concrete ceiling block
Tk.
114.76
each
711
Transportation of 300 mm ceiling block
Tk.
13.23
each
712
100 mm concrete ceiling block
Tk.
37.32
each
713
Transportation of 100 mm ceiling block
Tk.
5.36
each
714
418 mm x 330 mm x 17 mm brown colour roof tiles
Tk.
49.45
each
715
418 mm x 330 mm x 17 mm Navy blue roof tiles
Tk.
52.87
each
716
418 mm x 330 mm x 17 mm Mahogany colour roof tiles
Tk.
56.00
each
28
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
29
Unit
717
418 mm x 330 mm x 17 mm Rust Gold colour roof tiles
Tk.
56.00
each
718
All type concrete ridge: red colour
Tk.
150.00
each
719
60 mm gray trihex
Tk.
20.00
each
720
60 mm colour trihex
Tk.
30.00
each
721
400 mm x 200 mm x100 mm sand cement hollow block (SCHB)
Tk.
28.00
each
722
250 mm x 115 mm x 115 mm sand cement solid block
Tk.
10.00
each
723
300 mm x 115 m x 115 mm size thermal block
Tk.
22.00
each
724
240 mm x 115 mm x 70 mm size compressed stabilized earth block(CSEB)
Tk.
7.00
each
725
300 mm x 115 mm x 70 mm size sand cement solid block (SCSB)
Tk.
11.00
each
C19
SANITARY AND WATER SUPPLY WORK
I. Misc. items
726
Water sealed heavy type 18" dia C.I. M.H. cover having locking arrangement
Tk.
900.00
each
727
Water sealed heavy type 24" dia C.I. M.H. cover having locking arrangement
Tk. 1,390.00
each
728
RCC tees
Tk.
425.00
each
729
CI brackets
Tk.
115.00
per pair
730
Heavy type CI brackets
Tk.
158.00
per pair
731
Nuts with washer
Tk.
26.00
each
732
Clamp
Tk.
50.00
each
733
50 mm screw & rowel plug
Tk.
9.00
each
734
75 mm Screw, Rowel plug & Washer
Tk.
13.00
each
735
Plastic clip
Tk.
10.00
each
736
Solvent cement
Tk.
0.70
per ml
737
Hem
Tk.
30.00
per sqm
738
Scaffolding
Tk.
3.00
per foot
739
Teflon
Tk.
16.00
per pcs
740
Nipples with jum-nuts
Tk.
60.00
each
741
PVC connection pipe
Tk.
30.00
each
II. Fixtures & Accessories
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
Unit
742
White 465 x 340 x 415 mm commode
Tk. 1,450.00
each
743
Coloured commode: 465 x 340 x 415 mm
Tk. 1,530.00
each
744
Special coloured commode: 465 x 340 x 415 mm
Tk. 1,670.00
each
745
Seat cover: 465 x 340 x 415 mm
Tk.
510.00
each
746
White 490 x 190 x 350 mm low-down
Tk. 1,250.00
each
747
Coloured low-down: 490 x 190 x 350 mm
Tk. 1,400.00
each
748
Special coloured low-down: 490 x 190 x 350 mm
Tk. 1,600.00
each
749
32 mm dia plastic pipe for low-down connection
Tk.
75.00
each
750
Light colour combicloset , Size 670 x 365 x 755 mm, 31kg
Tk. 6,040.00
each
751
Coloured combicloset (Marbel shaded) :670 x 365 x 755mm, 31kg
Tk. 7,850.00
each
752
Special coloured combicloset: (Deep colour) 670 x 365 x 755 mm, 31kg
Tk. 9,060.00
each
753
Light colour (Ivory, Alpine White, Grey, Pink, Blue, Aqua Verde), 700 x 370 x 795 mm,
32.5kg
Tk. 7,130.00
each
754
Coloured (Marble shade) 700 x 370 x 795 mm, 32.5kg
Tk. 9,270.00
each
755
Special coloured (Deep Blue, Ruby, Rain Forest, Green), 700 x 370 x 795 mm, 32.5kg
Tk. 10,695.00
each
756
Light colour (Ivory, Alpine White, Grey, Pink, Blue, Aqua Verde), 700 x 360 x 785 mm, 38
kg
Tk. 9,950.00
each
757
Coloured (Marble Shade) 700 x 360 x 785 mm, 38 kg
Tk. 13,935.00
each
758
Special coloured (Deep Blue, Ruby, Rain Forest, Green) 700 x 360 x 785 mm, 38 kg
Tk. 14,925.00
each
759
White / Ivory colour 440 x 730 x 785 mm, 36.75 kg
Tk. 11,825.00
each
760
White and Ivory colour 440 x 730 x 785 mm, 36.75 kg
Tk. 11,825.00
each
761
White combicloset, 725 x 360 x 840 mm, 42.7kg
Tk. 12,640.00
each
762
Coloured (Marble Shade) , 725 x 360 x 840 mm size, approx. 42.7 kg
Tk. 16,430.00
each
763
Special coloured (Deep Blue, Ruby, Rain Forest, Green), 725 x 360 x 840 mm size,
approx. 42.7 kg
Tk. 18,950.00
each
764
White colour, 370 x 760 x 800 mm size, approx. 44.69 kg
Tk. 13,990.00
each
765
White / Ivory colour glazed vitreous W/H wash basin excluding pedastal, 560 x 410 x 205
mm, 7.90kg
Tk. 3,150.00
each
766
Supplying, glazed vitreous W/H Wash Basin including pedastal approx (size 600 x 500 x
855 mm, 26.92kg )
Tk. 4,650.00
each
767
Flushing equipment:
Tk.
each
750.00
30
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
768
Light Colour Bangladesh pattern, long pan with foot-rest , Size 530 x 430 x 210 mm, 12.5
kg
Tk.
887.00
each
769
Coloured ( Marbel Shaded) long pan 530 x 430 x 210 mm, 12.5 kg
Tk. 1,153.00
each
770
Special coloured (Deep colour) Bangladesh pattern, long pan with foot-rest, Size
530x430x210 mm 12.5 kg
Tk. 1,330.00
each
771
White colour, long pan with foot-rest, approx. 530 x 450 x 290 mm 14.5 kg
Tk. 1,315.00
each
772
Coloured, long pan with foot-rest, approx. 530 x 450 x 290 mm 14.5 kg
Tk. 1,643.00
each
773
Special, long pan with foot-rest, coloured approx. 530 x 450 x 290 mm 14.5 kg
Tk. 1,972.00
each
774
White/coloured foot-rest, Size 280 x 140 x 30 mm size glazed porcelain foot rest, 1.5 kg
Tk.
200.00
per pair
775
Light colour long pan (Bangladeshi) approx. 525 x 295 x 285 mm, 5.7kg or equivalent
Tk.
550.00
each
776
White colour , 600x465x225 mm,14kg
Tk. 1,280.00
each
777
Coloured 600x465x225 mm,14kg
Tk. 1,480.00
each
778
Special coloured 600x465x225 mm,14kg
Tk. 1,580.00
each
779
White,595x430x190 mm,10kg
Tk.
966.00
each
780
Coloured 595x430x190 mm,10kg
Tk. 1,167.00
each
781
Special coloured 595x430x190 mm,10kg
Tk. 1,400.00
each
782
White,510x450x203 mm, 9.5kg
Tk.
937.00
each
783
Coloured 510x450x203 mm , 9.5kg
Tk.
984.00
each
784
Special coloured 510x450x203 mm, 9.5kg
Tk. 1,089.00
each
785
White, 450x405x180 mm, 7kg
Tk.
665.00
each
786
Coloured 450x405x180 mm, 7kg
Tk.
698.00
each
787
Special coloured 450x405x180 mm, 7kg
Tk.
733.00
each
788
White 465x340x180 mm, 6kg
Tk.
604.00
each
789
Coloured 465x340x180 mm, 6kg
Tk.
635.00
each
790
Special coloured 465x340x180 mm, 6kg
Tk.
665.00
each
791
White 535x465x210 mm, 10.5kg
Tk.
966.00
each
792
Coloured 535x465x210 mm, 10.5kg
Tk. 1,014.00
each
793
Special coloured 535x465x210 mm, 10.5kg
Tk. 1,064.00
each
Cabinet Basin
Rate
31
Unit
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
Unit
794
Light colour (Ivory, Alpine White, Grey, Pink, Blue, Aqua Verde), 500x450x180 mm , 9 kg
Tk. 2,613.00
each
795
Coloured ( Marble Shade) 500x450x180 mm, 9 kg
Tk. 3,396.90
each
796
Special coloured (Deep Blue, Ruby, Rain Forest, Green) 500x450x180 mm, 9 kg
Tk. 3,919.50
each
Corner Basin
797
Light colour (Ivory, Alpine White, Grey, Pink, Blue, Aqua Verde) 440x360x195 m, 7.0kg
Tk.
788.00
each
798
Coloured ( Marble Shade) 440x360x195 mm, 7.0kg
Tk. 1,024.40
each
799
Special coloured ( Deep Blue, Ruby, Rain Forest, Green), 440x360x195 mm, 7.0kg
Tk. 1,182.00
each
800
Light colour W-basin including pedastal, , approx. size 660 x 545 x 850 mm, 29kg
Tk. 3,295.00
each
801
Coloured ( Marble Shade), approx. size 660 x 545 x 850 mm, 29kg
Tk. 4,280.00
each
802
Special coloured W-basin:( Deep Colour ),including pedasta, approx. size 660 x 545 x 850
mm, 29kg
Tk. 4,940.00
each
803
Light colour W-basin including pedastal : approx. 665 x 490 x 840 mm, 29.5 kg
Tk. 4,760.00
each
804
Coloured ( Marble Shade) W-basin:approx. 665 x 490 x 840 mm, 29.5 kg
Tk. 6,185.00
each
805
Special coloured ( Deep Colour ) W-basin: approx. 665 x 490 x 840 mm, 29.5 kg
Tk. 7,135.00
each
806
Grating with brass coupling
Tk.
300.00
each
807
125 mm dia Convex Cast Iron Grating
Tk.
400.00
each
808
32 mm dia PVC waste pipe for W-Basin connection
Tk.
150.00
each
809
CP chain with rubber plug
Tk.
80.00
each
Pedestal
810
White colour: approx. 670 x 186 x 170 mm, 6.5kg
Tk. 1,345.00
each
811
Coloured (Marble shaded) approx. 670 x 186 x 170 mm, 6.5kg
Tk. 1,750.00
each
812
Special coloured (Deep colour ): approx. 670 x 186 x 170 mm, 6.5kg
Tk. 2,020.00
each
813
Light colour (Ivory, Alpine White, Grey, Pink, Blue, Aqua Verde) : approx. 670 x 186 x
170 mm
Tk. 1,840.00
each
814
Coloured (Marble Shaded) approx. 670 x 186 x 170 mm, 6.5kg
Tk. 2,392.00
each
815
Special coloured (Deep Blue, Ruby, Rain Forest, Green) approx. 670 x 186 x 170 mm
Tk. 2,760.00
each
816
Light colour (Ivory, Alpine White, Grey, Pink, Blue, Aqua Verde) : approx. 670 x 186 x
170 mm
Tk. 1,980.00
each
817
Coloured (Marble Shaded) approx. 670 x 186 x 170 mm
Tk. 2,574.00
each
818
Special coloured (Deep Blue, Ruby, Rain Forest, Green ) approx. 670 x 186 x 170 mm
Tk. 2,970.00
each
32
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
33
Unit
819
Light colour : approx 445 x 355 x 330 mm, 11.5kg
Tk. 1,115.00
each
820
Coloured (Marble shaded) approx 445 x 355 x 330 mm, 11.5kg
Tk. 1,450.00
each
821
Special coloured (Deep colour ) approx 445 x 355 x 330 mm, 11.5kg
Tk. 1,670.00
each
822
Light colour :approx 445 x 355 x 330 mm, 10kg (partition Type)
Tk. 1,650.00
each
823
Coloured (Marble shade approx 445 x 355 x 330 mm, 10kg (partition Type)
Tk. 2,171.00
each
824
Special coloured (Deep colour ) approx 445 x 355 x 330 mm, 10kg (partition Type)
Tk. 2,505.00
each
825
White colour flat/squatting bowl urinal: 510 x 380 x 85mm in size, approx. 9.5 kg
Tk.
950.00
each
826
Coloured flat/squatting bowl urinal: 510 x 380 x 85mm in size, approx. 9.5 kg
Tk. 1,000.00
each
827
Special coloured flat/squatting bowl urinal: 510 x 380 x 85 mm in size, approx. 9.5 kg
Tk. 1,100.00
each
828
White porcelain sink, size (mm) 635 x 480 x 195 mm, 19.5kg
Tk. 1,500.00
each
829
Coloured porcelain sink: 635 x 480 x 195 mm, 19.5kg
Tk. 1,800.00
each
830
Stainless steel, single bowl sink: Singapore/M'Asia, size 450 mm x 1050 mm
Tk. 2,500.00
each
831
Stainless steel, double bowl Sink: Singapore/M'Asia,
Tk. 4,500.00
each
832
450 x 600 x 5 mm mirror
Tk.
550.00
each
833
450 x 350 x 4 mm mirror
Tk.
350.00
each
834
Super quality steel frame with brackets for 600 x 125 x 5 mm size glass shelf
Tk.
600.00
each
835
Super quality coloured glass for 600 x 125 x 5 mm size glass shelf
Tk.
400.00
each
836
Medium quality CP iron frame with brackets for 600 x 125 x 5 mm size glass shelf.
Tk.
350.00
each
837
Medium quality glass for 600 x 125 x 5 mm size glass shelf
Tk.
300.00
each
838
Super quality 600 x 20 mm dia size CP towel rail.
Tk.
450.00
each
839
Medium quality CP Towel Rail 600 x 20 mm dia size
Tk.
375.00
each
840
White porcelain toilet paper holder, size (mm) 150 x 150 x 126
Tk.
250.00
each
841
Coloured porcelain toilet paper holder, Size (mm) 150 x 150 x 126
Tk.
325.00
each
842
White special porcelain toilet paper holder Size (mm) 150 x 150 x 126
Tk.
320.00
each
843
Coloured special porcelain toilet paper holder Size (mm) 150 x 150 x 126
Tk.
420.00
each
844
Standard size stainless steel toilet paper holder with cover
Tk.
400.00
each
845
Standard size CP toilet paper holder with pastic holder rod
Tk.
245.00
per set
846
125 mm dia atainless-steel floor-grating
Tk.
150.00
per set
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
34
Unit
847
150 x 150 mm size stainless steel floor grating
Tk.
740.00
each
848
75 x 75 mm size stainless steel floor grating
Tk.
195.00
each
849
62mm dia stainless steel floor grating
Tk.
95.00
each
850
150 x 150mm size plastic-grating with hinged cover
Tk.
75.00
each
851
Plastic low down complete set including internal and external fittings
Tk.
900.00
per set
852
Internal and external fittings for plastic low down
Tk.
540.00
per set
853
CP soap tray
Tk.
130.00
each
854
Porcelain soap tray: white
Tk.
230.00
each
855
Porcelain soap tray: coloured
Tk.
275.00
each
856
Stainless steel soap tray
Tk.
230.00
each
857
Surface mounted automatic liquid soap dispenser
Tk. 5,500.00
each
858
Automatic wall-mounted liquid soap dispenser
Tk. 6,000.00
each
859
Liquid soap dispenser (push-up type)
Tk.
500.00
each
167.00
per foot
III. Pipes & Accessories
(a) HDPE Pipe
860
110 mm dia HDPE pipe
Tk.
861
110 mm HDPE plain tee/T-Y
Tk. 1,408.00
each
862
110 mm HDPE plain bend
Tk.
885.00
each
863
160 mm dia HDPE pipe
Tk.
307.00
per foot
864
160 mm HDPE plain tee/T-Y
Tk. 1,925.00
each
865
160 mm HDPE plain bend
Tk. 1,358.00
each
866
200 mm dia HDPE pipe
Tk.
867
200 mm HDPE plain tee/T-Y
Tk. 2,275.00
each
868
200 mm HDPE plain bend
Tk. 2,500.00
each
869
250 mm dia HDPE pipe
Tk.
870
250 mm HDPE plain tee/T-Y
Tk. 6,333.00
each
871
250 mm HDPE plain bend
Tk. 4,166.00
each
872
Electro fusion welding joint(upto 110 mm)
Tk.
each
552.00
860.00
400.00
per foot
per foot
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
35
Unit
873
Electro fusion welding joint(over 110 mm)
Tk.
500.00
each
874
110 mm dia HDPE pipe for under-ground
Tk.
167.00
per foot
875
110 mm HDPE plain Tee/T-Y for under-ground
Tk.
646.00
each
876
110 mm HDPE plain Bend for under-ground
Tk.
465.00
each
877
160 mm dia HDPE pipe for under-ground
Tk.
307.00
per foot
878
160 mm HDPE plain Tee/T-Y for under-ground
Tk.
916.00
each
879
160 mm HDPE plain bend for under-ground
Tk.
802.00
each
880
200 mm dia HDPE pipe for under-ground
Tk.
552.00
per foot
881
200 mm HDPE plain tee/T-Y for under-ground
Tk. 2,274.00
each
882
200 mm HDPE plain bend for under-ground
Tk. 1,527.00
each
883
250 mm dia HDPE pipe for under-ground
Tk.
884
250 mm HDPE plain tee/T-Y for under-ground
Tk. 4,541.00
each
885
250 mm HDPE plain bend for under-ground
Tk. 3,054.00
each
886
280 mm dia HDPE pipe for under-ground
Tk. 1,072.00
per foot
887
280 mm HDPE plain tee/T-Y for under-ground
Tk. 5,465.00
each
888
280 mm HDPE plain bend for under-ground
Tk. 3,960.00
each
889
315 mm dia HDPE pipe for under-ground
Tk. 1,367.00
per foot
890
315 mm HDPE plain tee/T-Y for under-ground
Tk. 7,320.00
each
891
315 mm HDPE plain bend for under-ground
Tk. 5,402.00
each
892
400 mm dia HDPE pipe for under-ground
Tk. 2,190.00
per foot
893
400 mm HDPE plain tee/T-Y for under-ground
Tk. 14,057.00
each
894
400 mm HDPE plain bend for under-ground
Tk. 10,780.00
each
895
630 mm dia HDPE pipe for under-ground
Tk. 5,105.00
per foot
896
630 mm HDPE plain tee/T-Y for under-ground
Tk. 40,555.00
each
897
630 mm HDPE plain bend for under-ground
Tk. 31,042.00
each
898
710 mm dia HDPE pipe for under-ground
Tk. 6,908.00
per foot
899
710 mm HDPE plain tee/T-Y for under-ground
Tk. 50,689.00
each
900
710 mm HDPE plain bend for under-ground
Tk. 42,570.00
each
850.00
per foot
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
36
Unit
901
900 mm dia HDPE pipe for under-ground
Tk. 11,110.00
per foot
902
900 mm HDPE plain Tee/T-Y for under-ground
Tk. 90,894.00
each
903
900 mm HDPE plain bend for under-ground
Tk. 70,420.00
each
Butt Welding Joint
904
Butt fusion welding joint(75-355 mm dia HDPE pipe)
Tk.
350.00
each
905
Butt fusion welding joint(400-560 mm dia HDPE pipe)
Tk.
450.00
each
906
Butt fusion welding joint(630-1000 mm dia HDPE pipe)
Tk.
600.00
each
(b) uPVC
907
12 mm dia uPVC pipe
Tk.
6.75
per foot
908
12 mm dia uPVC plain Tee
Tk.
5.50
each
909
12 mm dia uPVC plain elbow
Tk.
4.50
each
910
12 mm dia uPVC faucet elbow
Tk.
6.00
each
911
12 mm dia uPVC plain socket
Tk.
4.00
each
912
12 mm dia uPVC thread plug
Tk.
3.00
each
913
19 mm dia uPVC pipe
Tk.
10.00
per foot
914
19 mm dia uPVC plain tee
Tk.
8.00
each
915
19 mm dia uPVC plain elbow
Tk.
7.50
each
916
19 mm dia uPVC plain socket
Tk.
5.00
each
917
19mm x 12 mm dia uPVC reduced tee
Tk.
20.00
each
918
19mm x 12 mm dia uPVC reduced elbow
Tk.
20.00
each
919
25 mm dia uPVC pipe
Tk.
13.00
per foot
920
25 mm x 19 mm dia reduced tee
Tk.
22.50
each
921
32 mm dia uPVC pipe
Tk.
20.00
per foot
922
32 mm dia uPVC tee
Tk.
22.50
each
923
32 mm dia uPVC socket
Tk.
29.00
each
924
32 mm dia elbow
Tk.
17.50
each
925
32 mm plain bend 900
Tk.
17.50
each
926
37 mm dia uPVC pipe
Tk.
14.50
per foot
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
37
Unit
927
37 mm dia uPVC tee
Tk.
22.50
each
928
37 mm dia uPVC socket
Tk.
29.00
each
929
37 mm dia uPVC elbow
Tk.
21.00
each
930
50 mm dia uPVC pipe: 20 foot (6m) long
Tk.
32.00
per foot
931
50 mm dia uPVC bend/offset
Tk.
23.00
each
932
50 mm dia uPVC Tee/T-Y/Y (50 x 50 mm)
Tk.
99.00
each
933
60 mm dia uPVC pipe
Tk.
40.00
per foot
934
60 mm tee
Tk.
123.00
each
935
60 mm socket
Tk.
60.00
each
936
60 mm elbow
Tk.
85.00
each
937
75 mm dia uPVC pipe
Tk.
54.00
per foot
938
75 mm dia tee
Tk.
165.00
each
939
75 mm dia socket
Tk.
71.00
each
940
75 mm dia elbow
Tk.
137.00
each
941
88 mm dia uPVC pipe
Tk.
60.00
per foot
942
88 mm dia tee
Tk.
175.00
each
943
88 mm dia socket
Tk.
105.00
each
944
88 mm dia elbow
Tk.
150.00
each
945
114 mm dia uPVC pipe
Tk.
80.00
per foot
946
114 mm dia tee
Tk.
250.00
each
947
114 mm dia socket
Tk.
125.00
each
948
114 mm dia elbow
Tk.
160.00
each
949
100 mm dia uPVC Pipe: 20 foot (6m) long
Tk.
79.00
per foot
950
100 mm dia uPVC bend/offset
Tk.
146.00
each
951
100 mm dia uPVC Tee/T-Y/Y (50 x 50 mm)
Tk.
179.00
each
952
110 mm dia uPVC pipe
Tk.
68.00
per foot
953
110 mm dia door tee (Back)
Tk.
180.00
each
954
110 mm dia uPVC plain bend 90
Tk.
100.00
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
38
Unit
955
110 mm dia uPVC long trap
Tk.
212.00
each
956
110 mm dia round grating
Tk.
295.00
each
957
110 mm dia uPVC vent cowl
Tk.
28.00
each
958
150 mm dia uPVC Pipe: 20 foot (6m) long
Tk.
167.00
per foot
959
150 mm dia uPVC bend/offset/cowl
Tk.
354.00
each
960
150 mm dia uPVC Tee/T-Y/Y (50 x 50 mm)
Tk.
307.00
each
961
150 mm dia uPVC for under-ground
Tk.
129.00
per foot
962
200 mm dia uPVC pipe for under-ground
Tk.
257.00
per foot
963
250 mm dia uPVC pipe for under-ground
Tk.
405.00
per foot
964
280 mm dia uPVC pipe for under-ground
Tk.
540.00
per foot
965
315 mm dia uPVC pipe for under-ground
Tk.
550.00
per foot
(c) G.I. Pipe & fittings
966
12 mm dia GI pipe
Tk.
33.00
per foot
967
12 mm dia elbow
Tk.
23.00
each
968
12 mm dia tee
Tk.
28.00
each
969
12 mm dia nipple
Tk.
18.00
each
970
12 mm dia plug
Tk.
11.00
each
971
12 mm dia socket
Tk.
14.50
each
972
20 mm dia GI pipe
Tk.
48.00
per foot
973
20 mm dia elbow
Tk.
35.00
each
974
20 mm dia tee
Tk.
44.00
each
975
20 mm dia nipple
Tk.
23.00
each
976
20 mm dia plug
Tk.
12.00
each
977
20 mm dia reducer
Tk.
35.00
each
978
20 mm dia socket
Tk.
25.00
each
979
25 mm dia GI pipe
Tk.
66.00
per foot
980
25 mm dia elbow
Tk.
49.00
each
981
25 mm dia tee
Tk.
54.00
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
39
Unit
982
25 mm dia nipple
Tk.
34.00
each
983
25 mm dia plug
Tk.
21.00
each
984
25 mm dia reducer
Tk.
38.00
each
985
25 mm dia socket
Tk.
30.00
each
986
32 mm dia GI pipe
Tk.
84.00
per foot
987
32 mm dia elbow
Tk.
63.00
each
988
32 mm dia tee
Tk.
80.00
each
989
32 mm dia nipple
Tk.
45.00
each
990
32 mm dia plug
Tk.
27.00
each
991
32 mm dia reducer
Tk.
58.00
each
992
32 mm dia socket
Tk.
45.00
each
993
40 mm dia GI pipe
Tk.
104.00
per foot
994
40 mm dia elbow
Tk.
82.00
each
995
40 mm dia tee
Tk.
82.00
each
996
40 mm dia nipple
Tk.
74.00
each
997
40 mm dia plug
Tk.
37.00
each
998
40 mm dia reducer
Tk.
82.00
each
999
40 mm dia socket
Tk.
55.00
each
1000
50 mm dia GI pipe
Tk.
125.00
per foot
1001
50 mm dia Elbow
Tk.
122.00
each
1002
50 mm dia tee
Tk.
98.00
each
1003
50 mm dia nipple
Tk.
74.00
each
1004
50 mm dia plug
Tk.
46.00
each
1005
50 mm dia reducer
Tk.
88.00
each
1006
50 mm dia socket
Tk.
75.00
each
1007
62 mm dia GI pipe
Tk.
191.00
per foot
1008
62 mm dia elbow
Tk.
222.00
each
1009
62 mm dia tee
Tk.
322.00
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
40
Unit
1010
62 mm dia nipple
Tk.
176.00
each
1011
62 mm dia plug
Tk.
60.00
each
1012
62 mm dia reducer
Tk.
126.00
each
1013
62 mm dia socket
Tk.
148.00
each
1014
75 mm dia GI pipe
Tk.
215.00
per foot
1015
75 mm dia elbow
Tk.
400.00
each
1016
75 mm dia tee
Tk.
322.00
each
1017
75 mm dia nipple
Tk.
176.00
each
1018
75 mm dia plug
Tk.
135.00
each
1019
75 mm dia reducer
Tk.
153.00
each
1020
75 mm dia socket
Tk.
147.00
each
1021
100 mm dia G.I. pipe
Tk.
310.00
per foot
1022
100 mm dia elbow
Tk.
612.00
each
1023
100 mm dia tee
Tk.
785.00
each
1024
100 mm dia nipple
Tk.
395.00
each
1025
100 mm dia plug
Tk.
252.00
each
1026
100 mm dia reducer
Tk.
342.00
each
1027
100 mm dia socket
Tk.
348.00
each
(d) SS Pipe & fittings
1028
62 mm dia stainless steel (2 mm thick) pipe
Tk.
248.00
per foot
1029
50 mm dia stainless steel (2 mm thick) pipe
Tk.
197.00
per foot
1030
40 mm dia stainless steel (2 mm thick) pipe
Tk.
148.00
per foot
1031
25 mm dia stainless steel (2 mm thick) pipe
Tk.
95.00
per foot
1032
20 mm dia stainless steel (2 mm thick) pipe
Tk.
68.00
per foot
1033
12 mm dia stainless steel (2 mm thick) pipe
Tk.
34.00
per foot
1034
6 mm dia stainless steel (1.5 mm thick) pipe
Tk.
20.00
per foot
1035
25 mm x 25 mm SS square solid bar
Tk.
111.00
per foot
1036
Top cap for 40 mm dia SS pipe
Tk.
80.00
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
41
Unit
1037
Bottom cap for 40 mm dia SS pipe
Tk.
60.00
each
1038
65 mm x 55 mm x 6 mm SS plate
Tk.
150.00
each
1039
50 mm x 25 mm x 2 mm SS box:
Tk.
60.00
per foot
1040
19 mm x 19 mm x 3 mm SS angle
Tk.
80.00
per foot
1041
25 mm x 25 mm x 3 mm SS angle
Tk.
110.00
per foot
1042
25 mm x 25 mm x 6 mm SS angle
Tk.
190.00
per foot
1043
30 mm x 30 mm x 6 mm SS angle
Tk.
210.00
per foot
1044
38 mm x 38 mm x 3 mm SS angle
Tk.
180.00
per foot
1045
38 mm x 38 mm x 6 mm SS angle
Tk.
270.00
per foot
1046
50 mm x 50 mm x 3 mm SS angle
Tk.
220.00
per foot
1047
50 mm x 50 mm x 5 mm SS angle
Tk.
250.00
per foot
1048
50 mm x 50 mm x 6 mm SS angle
Tk.
350.00
per foot
1049
19 mm x 3 mm SS flat bar
Tk.
45.00
per foot
1050
25 mm x 3 mm SS flat bar
Tk.
55.00
per foot
1051
38 mm x 3 mm SS flat bar
Tk.
90.00
per foot
1052
50 mm x 3 mm SS flat bar
Tk.
110.00
per foot
1053
50 mm x 5 mm SS flat bar
Tk.
150.00
per foot
1054
50 mm x 6 mm SS flat bar
Tk.
200.00
per foot
1055
SS pipe post with glass holder
Tk.
300.00
per foot
1056
SS base cup 38 mm
Tk.
200.00
each
1057
50 x 62 x 2 mm SS pipe post with glass holder
Tk.
300.00
each
1058
SS welding rod
Tk.
6.00
per pcs
1059
Cutting charge of SS angle
Tk.
6.13
each
1060
62 mm dia SS bend
Tk.
65.00
each
1061
62 mm dia end socket
Tk.
30.00
each
1062
50 mm dia SS bend
Tk.
55.00
each
1063
50 mm dia end socket
Tk.
20.00
each
1064
40 mm dia end socket
Tk.
15.00
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
42
Unit
1065
25 mm dia socket
Tk.
12.00
each
1066
Royal bolt
Tk.
50.00
each
1067
Glass hole
Tk.
25.00
each
1068
Spider knob
Tk.
150.00
each
(e) CPVC
1069
12 mm dia CPVC pipe
Tk.
28.00
per foot
1070
12 mm dia CPVC plain tee
Tk.
34.00
each
1071
12 mm dia CPVC plain elbow
Tk.
26.00
each
1072
12 mm dia CPVC faucet elbow
Tk.
24.00
each
1073
12 mm dia CPVC plain socket
Tk.
21.00
each
1074
12 mm dia CPVC thread plug
Tk.
6.00
each
1075
19 mm dia CPVC pipe
Tk.
40.00
per foot
1076
19 mm dia CPVC plain tee
Tk.
57.00
each
1077
19 mm dia CPVC plain elbow
Tk.
54.00
each
1078
19 mm dia CPVC plain socket
Tk.
17.00
each
1079
19mm x 12 mm dia CPVC reduced tee
Tk.
79.00
each
1080
19mm x 12 mm dia CPVC reduced elbow
Tk.
57.00
each
1081
25 mm dia CPVC pipe
Tk.
57.00
per foot
1082
25 mm x 19 mm dia redeuced Tee
Tk.
140.00
each
1083
32 mm dia CPVC pipe
Tk.
89.00
per foot
1084
32 mm dia CPVC tee
Tk.
211.00
each
1085
32 mm dia CPVC socket
Tk.
64.00
each
1086
32 mm dia elbow
Tk.
130.00
each
1087
37 mm dia CPVC pipe
Tk.
130.00
per foot
1088
37 mm dia CPVC tee
Tk.
304.00
each
1089
37 mm dia CPVC socket
Tk.
98.00
each
1090
37 mm dia CPVC elbow
Tk.
258.00
each
1091
50 mm dia CPVC pipe
Tk.
200.00
per foot
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
43
Unit
1092
50 mm dia CPVC tee
Tk.
648.00
each
1093
50 mm dia CPVC socket
Tk.
360.00
each
1094
50 mm dia CPVC elbow
Tk.
482.00
each
(f) PP-R Pipe
1095
12 mm PP-R pipe
Tk.
14.00
per foot
1096
19 mm PP-R pipe
Tk.
20.50
per foot
1097
25 mm PP-R pipe
Tk.
29.50
per foot
1098
32 mm PP-R pipe
Tk.
49.00
per foot
1099
38 mm PP-R pipe
Tk.
61.50
per foot
1100
50 mm PP-R pipe
Tk.
95.00
per foot
PP-R Fittings
1101
12 mm PP-R elbow
Tk.
7.50
each
1102
12 mm PP-R tee
Tk.
9.75
each
1103
12 mm PP-R end cap
Tk.
7.00
each
1104
12 mm PP-R plug
Tk.
6.00
each
1105
12 mm PP-R reducer
Tk.
20.00
each
1106
12 mm PP-R socket
Tk.
7.50
each
1107
19 mm PP-R elbow
Tk.
10.50
each
1108
19 mm PP-R tee
Tk.
13.00
each
1109
19 mm PP-R end cap
Tk.
9.75
each
1110
19 mm PP-R plug
Tk.
7.50
each
1111
19 mm PP-R reducer
Tk.
27.00
each
1112
19 mm PP-R socket
Tk.
8.00
each
1113
25 mm PP-R elbow
Tk.
17.25
each
1114
25 mm PP-R tee
Tk.
19.25
each
1115
25 mm PP-R end cap
Tk.
16.00
each
1116
25 mm PP-R plug
Tk.
14.00
each
1117
25 mm PP-R reducer
Tk.
30.00
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
Unit
1118
25 mm PP-R socket
Tk.
18.00
each
1119
32 mm PP-R elbow
Tk.
58.50
each
1120
32 mm PP-R tee
Tk.
61.00
each
1121
32 mm PP-R end cap
Tk.
36.75
each
1122
32 mm PP-R plug
Tk.
36.00
each
1123
32 mm PP-R reducer
Tk.
66.00
each
1124
32 mm PP-R socket
Tk.
21.75
each
1125
38 mm PP-R elbow
Tk.
77.00
each
1126
38 mm PP-R tee
Tk.
81.00
each
1127
38 mm PP-R end cap
Tk.
93.00
each
1128
38 mm PP-R plug
Tk.
18.00
each
1129
38 mm PP-R reducer
Tk.
102.00
each
1130
38 mm PP-R socket
Tk.
41.00
each
1131
50 mm PP-R elbow
Tk.
137.00
each
1132
50 mm PP-R tee
Tk.
149.00
each
1133
50 mm PP-R end cap
Tk.
140.00
each
1134
50 mm PP-R plug
Tk.
20.00
each
1135
50 mm PP-R reducer
Tk.
131.00
each
1136
50 mm PP-R socket
Tk.
61.00
each
PP-R Union
1137
12 mm PP-R union
Tk.
131.00
each
1138
19 mm PP-R union
Tk.
153.00
each
1139
25 mm PP-R union
Tk.
170.00
each
1140
32 mm PP-R union
Tk.
328.00
each
1141
38 mm PP-R union
Tk.
524.00
each
1142
50 mm PP-R union
Tk.
688.00
each
Tk.
175.00
each
PP-R Gate-Valve
1143
12 mm PP-R Gate-valve
44
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
45
Unit
1144
19 mm PP-R Gate-valve
Tk.
274.00
each
1145
25 mm PP-R Gate-valve
Tk.
306.00
each
1146
32 mm PP-R Gate-valve
Tk.
560.00
each
1147
38 mm PP-R Gate-valve
Tk.
606.00
each
1148
50 mm PP-R Gate-valve
Tk.
818.00
each
(g) RCC Pipes
1149
150 mm dia RCC pipe (stone-chips, 40 mm thickness. 6'-0" long)
Tk. 1,017.00
each (6'-0")
1150
225 mm dia RCC pipe (stone-chips, 40 mm thickness. 6'-0" long)
Tk. 1,575.00
each (6'-0")
1151
300 mm dia RCC pipe (stone-chips, 50 mm thickness. 6'-0" long)
Tk. 2,743.00
each (6'-0")
1152
375 mm dia RCC pipe (stone-chips, 50 mm thickness. 6'-0" long)
Tk. 3,580.00
each (6'-0")
1153
900 mm dia RCC pipe (stone-chips, 100 mm thickness. 6'-0" long)
Tk. 13,190.00
each (6'-0")
iv) G.I. Union
1154
12 mm dia union
Tk.
35.00
each
1155
20 mm dia union
Tk.
50.00
each
1156
25 mm dia union
Tk.
63.00
each
1157
32 mm dia union
Tk.
82.00
each
1158
40 mm dia union
Tk.
127.00
each
1159
50 mm dia union
Tk.
175.00
each
1160
62 mm dia union
Tk.
290.00
each
1161
75 mm dia union
Tk.
330.00
each
1162
100 mm dia union
Tk.
465.00
each
v) G.I. Gate-Valve
1163
12 mm dia gate-valve
Tk.
270.00
each
1164
20 mm dia gate-valve
Tk.
320.00
each
1165
25 mm dia gate-valve
Tk.
440.00
each
1166
32 mm dia gate-valve
Tk.
550.00
each
1167
40 mm dia gate-valve
Tk.
720.00
each
1168
50 mm dia gate-valve
Tk. 1,250.00
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
Unit
1169
62 mm dia gate-valve
Tk. 2,600.00
each
1170
75 mm dia gate-valve
Tk. 3,500.00
each
1171
100 mm dia gate-valve
Tk. 5,800.00
each
vi) G.I. Glove-Valve
1172
12 mm dia globe-valve
Tk.
200.00
each
1173
20 mm dia globe-valve
Tk.
250.00
each
1174
25 mm dia globe-valve
Tk.
400.00
each
1175
32 mm dia globe-valve
Tk.
650.00
each
1176
40 mm dia globe-valve
Tk.
850.00
each
1177
50 mm dia globe-valve
Tk. 1,200.00
each
1178
62 mm dia globe-valve
Tk. 2,700.00
each
1179
75 mm dia globe-valve
Tk. 3,700.00
each
1180
100 mm dia globe-valve
Tk. 5,000.00
each
vii) G.I. Check-Valve
1181
12 mm dia check-valve
Tk.
180.00
each
1182
20 mm dia check-valve
Tk.
280.00
each
1183
25 mm dia check-valve
Tk.
400.00
each
1184
32 mm dia check-valve
Tk.
570.00
each
1185
40 mm dia check-valve
Tk.
680.00
each
1186
50 mm dia check-valve
Tk. 1,100.00
each
1187
62 mm dia check-valve
Tk. 2,100.00
each
1188
75 mm dia check-valve
Tk. 2,850.00
each
1189
100 mm dia check-valve
Tk. 4,700.00
each
viii) Float-Valve
1190
12 mm dia float-valve
Tk.
225.00
each
1191
20 mm dia float-valve
Tk.
315.00
each
1192
25 mm dia float-valve
Tk.
385.00
each
1193
32 mm dia float-valve
Tk.
630.00
each
46
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
1194
Items
40 mm dia float-valve
Rate
Unit
Tk.
700.00
each
ix) Drainage Pipe Fittings:
1195
50 mm plastic Y or T-Y cleanout
Tk.
380.00
each
1196
100 mm plastic "P" or "S" trap
Tk.
390.00
each
1197
100 mm "Y" or "T-Y" plastic cleanout
Tk.
430.00
each
1198
50 mm plastic P or S trap
Tk.
350.00
each
X. Faucets
1199
12 mm CP bib cock (normal)
Tk.
770.00
each
1200
12 mm CP bib cock (medium)
Tk.
780.00
each
1201
12 mm special quality CP bip cock
Tk.
845.00
each
1202
12 mm plastic bip cock with internal brass thread
Tk.
150.00
each
1203
12 mm CP medium quality Pillar cock
Tk.
950.00
each
1204
12 mm CP special heavy duty Pillar cock
Tk.
990.00
each
CP Self closing Pillar Cock [ With Mixture ]
1205
Standard
Tk. 6,500.00
each
1206
Super
Tk. 20,000.00
each
CP Self closing Pillar Cock [ Without Mixture ]
1207
Standard
Tk. 4,500.00
each
1208
Super
Tk. 15,000.00
each
1209
12 mm CP medium heavy duty Pillar cock
Tk.
950.00
each
1210
12 mm CP concealed fixed Sink cock
Tk.
875.00
each
1211
12 mm CP concealed moving sink cock(medium)
Tk. 1,160.00
each
1212
12 mm CP concealed moving sink cock(special)
Tk. 1,280.00
each
1213
CP basin mixture(medium)
Tk. 2,100.00
each
1214
CP basin mixture(special)
Tk. 2,290.00
each
1215
CP single handle basin mixture(medium)
Tk. 2,470.00
each
1216
CP single handle basin mixture(special)
Tk. 2,700.00
each
1217
CP shower mixture including shower head
Tk. 3,500.00
each
47
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
Unit
1218
CP shower mixture including shower head & faucet
Tk. 4,250.00
each
1219
CP bath-tub mixture with shower head
Tk. 3,700.00
each
1220
CP self closing pillar cock
Tk.
840.00
each
1221
12 mm ordinary type (brass) for surface mount CP stop cock
Tk.
300.00
each
1222
12 mm medium quality CP stop cock
Tk.
295.00
each
1223
12 mm special quality CP stop cock
Tk.
900.00
each
1224
Stop cock: concealed
Tk.
900.00
each
1225
Stop cock: concealed (medium)
Tk.
950.00
each
1226
Stop cock: concealed (heavy)
Tk.
990.00
each
1227
Surface mounted angle stop cock
Tk.
665.00
each
1228
12 mm surface special heavy type angle stop cock
Tk.
685.00
each
1229
12 mm CP concealed angle stop cock
Tk.
665.00
each
1230
12 mm medium quality concealed angle stop cock
Tk.
715.00
each
1231
Stop cock (Medium)
Tk.
715.00
each
1232
Special concealed type heavy stop cock
Tk.
950.00
each
1233
12 mm CP medium quality surface & heavy type angle stop cock
Tk.
625.00
each
1234
12 mm CP surface special heavy type stop cock
Tk.
670.00
each
1235
100 mm dia CP fixed type cleansing shower rose
Tk.
440.00
each
1236
100 mm dia CP moving type cleansing shower rose
Tk.
900.00
each
1237
CP Moving hand shower
Tk. 1,215.00
each
1238
CP Moving push shower
Tk.
715.00
each
XI. Water Tank, Water Purifier
1239
16 BWG GI 1200 x 1200 x 1200 mm size over-head water-tank
Tk. 10,400.00
each
1240
18 BWG GI 1200 x 1200 x 1200 mm size over-head water-tank
Tk. 10,200.00
each
1241
1000 litre food-grade Plastic over-head water-tank
Tk. 7,100.00
each
1242
1500 litre food-grade Plastic over-head water-tank
Tk. 10,650.00
each
1243
2000 litre food-grade Plastic over-head water-tank
Tk. 14,200.00
each
1244
150 litre capacity plastic mini tank (loft tank)
Tk. 1,875.00
each
48
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
Unit
1245
300 litre capacity plastic mini tank (loft tank)
Tk. 2,550.00
each
1246
500 litre capacity plastic mini tank (loft tank)
Tk. 3,400.00
each
1247
500 litre capacity stainless steel water tank
Tk. 7,640.00
each
1248
1000 litre food-grade stainless steel water tank
Tk. 14,036.00
each
1249
2000 litre food-grade stainless steel water-tank
Tk. 24,056.00
each
1250
4000 litre food-grade stainless steel water tank
Tk. 49,191.00
each
1251
6000 litre food-grade stainless steel water tank
Tk. 53,481.00
each
1252
400 gallon capacity Ferro-cement water tank
Tk. 6,320.00
each
1253
450 mm long metal cover connection pipe
Tk.
100.00
each
1254
600 mm long metal cover connection pipe
Tk.
120.00
each
1255
12 mm or 19 mm dia ball cock for water tank
Tk.
130.00
each
1256
19 mm dia overflow pipe with jam-nut for plastic water tank
Tk.
80.00
each
1257
12 mm dia & 450 mm long plastic flexible connection pipe
Tk.
40.00
each
1258
12 mm dia & 600 mm long plastic flexible connection pipe
Tk.
50.00
each
1259
50 GPD reverse osmosis water purifier
Tk. 10,000.00
each
1260
75 GPD reverse osmosis water purifier
Tk. 15,000.00
each
1261
75 GPD reverse osmosis water purifier ( Touch type)
Tk. 20,000.00
each
1262
100 GPD reverse osmosis water purifier ( with hot cold & warm option)
Tk. 55,000.00
each
1263
200 GPD reverse osmosis water purifier
Tk. 40,000.00
each
1264
400 GPD reverse osmosis water purifier
Tk. 60,000.00
each
1265
400 gal capacity ferro-cement water tank including installation
Tk. 6,500.00
each
1266
Water dispencer
Tk. 3,500.00
each
1267
600 mm dia C I man hole cover
Tk. 1,500.00
each
Booster Water Pump Including Pressure Guage
1268
Local Made
Tk. 6,200.00
each
1269
Foreign Made
Tk. 15,000.00
each
Tk. 1,900.00
each
Water Pressure Reducing Valve
1270
12 mm dia water pressure reducing valve
49
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
50
Unit
1271
19 mm dia water pressure reducing valve
Tk. 2,600.00
each
1272
25 mm dia water pressure reducing valve
Tk. 3,200.00
each
1273
32 mm dia water pressure reducing valve
Tk. 6,200.00
each
1274
38 mm dia water pressure reducing valve
Tk. 6,900.00
each
1275
50 mm dia water pressure reducing valve
Tk. 10,000.00
each
1276
62 mm dia water pressure reducing valve
Tk. 17,000.00
each
1277
75 mm dia water pressure reducing valve
Tk. 24,500.00
each
1278
Automatic hand drier
Tk. 4,500.00
each
C20
ARBORICULTURE WORK
1279
Alluvial loamy silty soil
Tk. 1,800.00
per % cft
1280
Well decomposed cow dung
Tk. 2,500.00
per % cft
1281
Possible cost/royalty of lawn grass
Tk.
45.00
per % sft
1282
16'-0" long muli bamboo (for split)
Tk.
120.00
each
1283
25'-0" long muli bamboo (full size)
Tk.
200.00
each
1284
Borrak bamboo (for post)
Tk.
12.00
per foot
1285
Borrak bamboo (full size)
Tk.
375.00
each
1286
200 mm size earthen tub
Tk.
32.00
each
1287
250 mm size earthen tub
Tk.
40.00
each
1288
300 mm size earthen tub
Tk.
56.00
each
1289
350 mm size earthen tub
Tk.
82.00
each
1290
400 mm size earthen tub
Tk.
145.00
each
1291
300 mm size earthen plate
Tk.
24.00
each
1292
Mustard oil cake
Tk.
40.00
per kg
1293
Bone mele
Tk.
40.00
per kg
1294
Urea fertilizer
Tk.
20.00
per kg
1295
Murate of potash
Tk.
20.00
per kg
1296
Triple super phosphate (TSP)
Tk.
30.00
per kg
1297
Spade (kodal)
Tk.
450.00
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
51
Unit
1298
Spray machine (plaotic), 5ltr capacity
Tk. 1,800.00
each
1299
Steel funna, 450 mm size wirth wooden handle
Tk.
350.00
each
1300
Hand hoe, 250 mm size
Tk.
90.00
each
1301
Standard Steel hand trolly
Tk. 6,000.00
each
1302
Hedge scissors
Tk. 1,200.00
each
1303
10" size Secature
Tk.
650.00
each
1304
22 BWG G.I. water can (2.5 gallon)
Tk.
350.00
each
1305
300 mm size G.I. bucket
Tk.
250.00
each
1306
19 mm dia plastic hose pipe
Tk.
18.00
per foot
1307
400 mm blade Hand Lawn Mower, Model no 1403 – 16 (USA)
Tk. 12,500.00
each
1308
4.5 h.p., 550 mm blade power lawn mower machine
Tk. 44,500.00
each
1309
6.5 h.p., 550 mm blade power lawn mower machine
Tk. 58,400.00
each
1310
22 h.p. 1150 mm cutting blade power riding lawn mower machine
Tk.449,000.00
each
1311
perfekthion 1-100ml ,bottle
Tk.
230.00
each
1312
Redomil gold, 500gm packet
Tk.
720.00
each
1313
Ripcord 1-100 ml bottle
Tk.
200.00
each
1314
Proclaim,1 box (10gm-10 pack)
Tk.
600.00
each
1315
Vertimec,1-50ml bottle
Tk.
120.00
each
C21
DEEP TUBE-WELL
I. For Test boring & design
1316
Mobilization of equipment for drilling 38 mm dia test and observation well
Tk. 6,553.16
LS
1317
Boring by using 100 mm dia cutter (0 m to 50 m)
Tk.
158.07
meter
1318
Best quality heavy type hand type pump no 6
Tk. 2,330.46
each
1319
2.91 mm wall thick 38 mm dia G.I. pipe
Tk.
534.06
meter
1320
38 mm dia water grade PVC pipe (D-Class or eqv.) including carriage
Tk.
105.41
meter
1321
36 mm dia water grade PVC Strainer (D-Class or eqv.) including carriage
Tk.
124.45
meter
1322
38 mm dia socket adopter
Tk.
66.52
each
1323
Best quality 38 mm dia PVC Cap.
Tk.
49.30
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
52
Unit
1324
Complete development of the tube-well (test boring) up to 200 m depth.
Tk. 5,817.24
LS
1325
Design of production well upto 200 m
Tk. 7,769.73
LS
1326
Design of production well beyond 200m
Tk. 12,659.00
LS
1327
Disinfections of tube-well using bleaching powder
Tk.
LS
1328
Maintaining and filling and sealing test bore
Tk. 3,295.65
each bore
LS
358.36
II. For Production well
1329
Mobilization of drilling rig for shrouded production wells of depth up to 100 m
Tk. 32,491.42
1330
325 mm dia boring: up to 50 m depth.
Tk.
777.65
meter
1331
350 mm dia boring: up to 50 m depth.
Tk.
818.18
meter
1332
400 mm dia boring: up to 50 m depth.
Tk.
854.13
meter
1333
600 mm dia boring: up to 50 m depth.
Tk. 1,058.85
meter
1334
800 mm dia boring: up to 50 m depth.
Tk. 1,256.94
meter
1335
50 mm dia Class C PVC pipe
Tk.
113.71
meter
1336
50 mm dia Class D PVC pipe
Tk.
137.76
meter
1337
50 mm dia Class E PVC pipe
Tk.
190.24
meter
1338
75 mm dia Class C PVC pipe
Tk.
233.33
meter
1339
75 mm dia Class D PVC pipe
Tk.
308.33
meter
1340
75 mm dia Class E PVC pipe
Tk.
701.22
meter
1341
100 mm dia Class C PVC pipe
Tk.
386.67
meter
1342
100 mm dia Class D PVC pipe
Tk.
511.67
meter
1343
100 mm dia Class E PVC pipe
Tk.
645.83
meter
1344
150 mm dia Class C PVC pipe
Tk.
916.67
meter
1345
150 mm dia Class D PVC pipe
Tk. 1,083.20
meter
1346
150 mm dia Class E PVC pipe
Tk. 1,500.00
meter
1347
50 mm dia PVC cap
Tk.
62.95
each
1348
100 mm dia PVC cap
Tk.
161.62
each
1349
150 mm dia PVC cap
Tk.
419.52
each
1350
125 mm x 50 mm PVC reducer
Tk.
546.60
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
53
Unit
1351
150 mm x 75 mm PVC reducer
Tk.
703.72
each
1352
200 mm x 100 mm PVC reducer
Tk.
786.18
each
1353
200 mm x 150 mm PVC reducer
Tk. 1,000.00
each
1354
250 mm x 150 mm PVC reducer
Tk. 1,200.00
each
1354
125 mm dia PVC housing pipe Class C
Tk.
625.00
meter
1355
125 mm dia PVC housing pipe Class D
Tk.
783.33
meter
1356
125 mm dia PVC housing pipe Class E
Tk.
933.33
meter
1357
150 mm dia PVC housing pipe Class C
Tk.
916.67
meter
1358
150 mm dia PVC housing pipe Class D
Tk. 1,250.00
meter
1359
150 mm dia PVC housing pipe Class E
Tk. 1,500.00
meter
1360
200 mm dia PVC housing pipe Class C
Tk. 1,400.00
meter
1361
200 mm dia PVC housing pipe Class D
Tk. 1,875.00
meter
1362
200 mm dia PVC housing pipe Class E
Tk. 2,200.00
meter
1363
250 mm dia PVC housing pipe Class C
Tk. 2,200.00
meter
1364
250 mm dia PVC housing pipe Class D
Tk. 3,083.00
meter
1365
250 mm dia PVC housing pipe Class E
Tk. 3,666.67
meter
1366
PVC Tape
Tk.
101.47
each
1367
PVC Solution / gum
Tk.
660.68
no
1368
Petrol
Tk.
89.00
litre
1369
Diesel
Tk.
68.00
litre
1370
M.S split centralizer
Tk.
451.67
meter
1371
S.S split centralizer
Tk. 1,427.19
meter
1372
Complete development of the tube-well up to 200 m depth (50 mm x 150 mm tube-well).
Tk. 19,273.83
LS
1373
Complete development of the tube-well up to 200 m depth. (75 mm x 150 mm tube-well)
Tk. 26,020.65
LS
1374
Complete development of the tube-well up to 200 m depth. (100 mm x 200 mm tube-well)
Tk. 31,935.12
LS
1375
Complete development of the tube-well up to 200 m depth. (150 mm x 200 mm tube-well)
Tk. 38,183.30
LS
1376
Complete development of the tube-well up to 200 m depth. (400 mm x 200 mm tube-well)
Tk. 35,526.40
LS
1377
Hire charge of pump including spare and maintenance
Tk.
267.26
hour
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
54
Unit
1378
Disinfections of tube-well using bleaching powder (for 50 mm x 125 mm tube-well)
Tk. 1,030.37
LS
1379
150 mm dia and 4 mm thick M.S. pipe
Tk. 2,326.85
meter
1380
200 mm dia and 6 mm thick M.S. pipe welded
Tk. 3,305.41
meter
1381
200 mm dia and 6 mm thick M.S. pipe seamless
Tk. 3,637.63
meter
1382
4 mm thick 200 mm dia plate
Tk. 1,120.75
each
1383
5 mm thick 250 mm dia plate
Tk. 1,277.17
each
1384
6 mm thick 150 mm dia M.S. Cap
Tk. 1,102.80
each
1385
6 mm thick 200 mm dia M.S. Cap
Tk. 1,421.27
each
1386
150 mm dia 4.85 mm thick G.I. pipe
Tk. 2,826.21
meter
1387
200 mm dia 6 mm thick G.I. pipe
Tk. 6,135.50
meter
1388
150 mm dia stainless steel strainer of continuous slot
Tk. 12,977.66
meter
1389
150 mm dia 2.5 mm thick stainless steel bridge type strainer
Tk. 9,527.04
meter
1390
200 mm dia stainless steel strainer of continuous slot
Tk. 15,212.20
meter
1391
200 mm dia 2.5 mm thick stainless steel bridge type strainer
Tk. 10,084.79
meter
1392
75 mm dia 2.5 mm thick stainless steel bridge type strainer
Tk. 5,648.28
meter
1393
100 mm dia 2.5 mm thick stainless steel bridge type strainer
Tk. 5,717.85
meter
1394
50 mm dia 2.5 mm thick stainless steel bridge type strainer
Tk. 4,927.94
meter
1395
75 mm dia 2.5 mm thick stainless steel bridge type strainer
Tk. 6,674.32
meter
1396
200 mm x 200 mm dia 6 mm thick M.S. reducer
Tk. 2,300.00
each
1397
150 mm x 300 mm dia 6 mm thick M.S. reducer
Tk. 2,200.00
each
1398
200 mm x 300 mm dia M.S. reducer
Tk. 2,200.00
each
1399
50 mm x 150 mm dia M.S. reducer
Tk.
750.00
each
1400
75 mm x 150 mm dia M.S. reducer
Tk.
750.00
each
1401
100 mm x 200 mm dia M.S. reducer
Tk. 1,000.00
each
1402
(i) 300 mm dia 6 mm thick M.S. housing pipe welded
Tk. 5,448.65
meter
1403
(ii) 300 mm dia 6 mm thick M.S. housing pipe seamless
Tk. 7,500.00
meter
1404
(iii) 400 mm dia 6 mm thick M.S. housing pipe welded
Tk. 8,565.72
meter
1405
(iv) 400 mm dia 6 mm thick M.S. housing pipe seamless
Tk. 10,500.00
meter
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
55
Unit
1406
150 mm dia 6 mm thick M.S.housing pipe welded
Tk. 4,000.00
meter
1407
150 mm dia 6 mm thick M.S. housing pipe seamless
Tk. 3,500.00
meter
1408
350 mm dia 6 mm thick M.S. cap
Tk. 1,500.00
each
1409
40 mm dia "D" grade pipe
Tk.
35.12
foot
1410
50 mm dia C-Class water- grade pipe
Tk.
85.69
foot
1411
3 m long 40 mm dia PVC strainer
Tk.
314.39
each
1412
EPI / RFL (medium) brand no 6 Pump with necessary fittings etc.
Tk. 2,485.38
each
1413
50 mm x 40 mm socket (reducer)
Tk.
69.84
each
1414
40 mm dia pipe nipple
Tk.
109.28
each
1415
4'-0" long cylinder
Tk.
185.03
each
1416
Tie foot ball
Tk.
33.05
Pair
1417
Tie plunger
Tk.
66.02
each
1418
3/8" dia socket
Tk.
17.25
each
1419
3/8" dia nut
Tk.
15.69
each
1420
Solution big size
Tk.
304.76
each
1421
Tape
Tk.
24.85
each
III. Testing of water including arsenic, collected from the test bore in BUET
Laboratory
1422
pH/Hydrogen Ion density
Tk.
400.00
per test
1423
Colour (filtered)
Tk.
500.00
per test
1424
Carbon dioxide (CO2)
Tk.
300.00
per test
1425
Chlorine (Cl)
Tk.
800.00
per test
1426
Fluorine (Fl)
Tk.
600.00
per test
1427
Iron (Fe)
Tk. 2,500.00
per test
1428
Manganese (Mn)
Tk. 1,700.00
per test
1429
Nitrate-Nitrogen (NO3-N)
Tk.
700.00
per test
1430
Total Alkalinity
Tk.
500.00
per test
1431
Total hardness
Tk. 1,000.00
per test
1432
Total dissolved solids (TDS)
Tk. 1,000.00
per test
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
56
Unit
1433
Arsenic (As)
Tk. 1,700.00
per test
1434
Turbidity
Tk.
400.00
per test
1435
Sieve analysis for sand from different layer
Tk. 1,200.00
per test
C22
SUB-SOIL INVESTIGATION WORK
I. Operational cost
1436
Truck fare within 20 km including loading & un-loading
Tk. 1,700.00
per trip
1437
Temporary camp at site for soil investigation work
Tk. 1,053.00
per site
1438
Field Engineer including site allowances: 1-3yrs Exp, Membersip with IEB
Tk. 1,800.00
per day
1439
Foundation Engineer: 5-10yrs exp , Membership with IEB
Tk. 2,500.00
per day
1440
Foreman including site allowances
Tk.
800.00
per day
1441
Rig operators including site allowances
Tk.
600.00
per day
1442
Helper to rig operator/c site allowances
Tk.
390.00
per day
1443
Unskilled labour including site allowances
Tk.
320.00
per day
1444
Asstt laboratory technician
Tk.
800.00
per day
1445
Laboratory technician
Tk. 1,400.00
per day
1446
Laboratory engineer
Tk. 1,800.00
per day
1447
Conveyance within 25 km
Tk.
80.00
per day
1448
Wooden plank (mango)
Tk.
650.00
per cft
1449
Rope
Tk.
60.00
per kg
1450
Small boat
Tk.
700.00
per day
1451
Drum (defects free)
Tk. 1,000.00
each
1452
Hire charge of boring rig
Tk. 3,000.00
per day
II Laboratory Charge for Sub-Soil Investigation Work
1453
Sp. gr. test
Tk.
200.00
per test
1454
Hydrometer, sieve analysis & sp. gr.,& Classification according to ASTM
Tk. 1,200.00
per test
1455
Linear shrinkage
Tk.
700.00
per test
1456
Shrinkage limit
Tk.
500.00
per test
1457
Liquid limit
Tk.
300.00
per test
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
57
Unit
1458
Plastic limit
Tk.
300.00
per test
1459
Unit weight (wet & dry)
Tk.
250.00
per test
1460
Void ratio
Tk. 1,000.00
per test
1461
Moisture content
Tk.
200.00
per test
1462
Organic matter content
Tk. 1,200.00
per test
1463
Consolidated quick test (direct shear test)
Tk. 1,200.00
per test
1464
Unconfined compression
Tk. 1,500.00
per test
1465
Ground water level location
Tk.
500.00
per site
1466
Visual Inspection & Classification of soil for engineering purposes
Tk.
150.00
per test
C23
FITTINGS
I. Fittings for Wooden Door-windows/Hard wares/Glass/CI sheet
1467
250 mm long iron tower bolt
Tk.
50.00
each
1468
250 mm long brass tower bolt
Tk.
400.00
each
1469
200 mm long brass tower bolt
Tk.
300.00
each
1470
250 mm long SS tower bolt
Tk.
150.00
each
1471
200 mm socket bolt
Tk.
50.00
each
1472
200 mm long brass socket bolt
Tk.
300.00
each
1473
200 mm long SS socket bolt
Tk.
200.00
each
1474
Hatch bolt
Tk.
300.00
each
1475
100 mm long hinges nickel plated
Tk.
65.00
each
1476
100 mm longs brass hinge
Tk.
150.00
each
1477
75 mm longs brass hinge
Tk.
110.00
each
1478
100 mm longs SS hinge
Tk.
100.00
each
1479
75 mm longs SS hinge
Tk.
60.00
each
1480
Nickel plated handle
Tk.
75.00
each
1481
Brass handle
Tk.
100.00
each
1482
SS handle
Tk.
60.00
each
1483
Iron screws
Tk.
17.00
per dzn
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
58
Unit
1484
Hinged cleats.
Tk.
20.00
each
1485
SS Hinged cleats.
Tk.
50.00
each
1486
Screws for Hinged cleats.
Tk.
12.00
each
1487
Hinged cleats and buffer block
Tk.
62.00
set
1488
plastic / rubber buffer block
Tk.
7.00
each
1489
Country made door viewer
Tk.
150.00
each
1490
Foreign made door viewer
Tk.
245.00
each
1491
Knob catchment
Tk.
40.00
each
1492
Best quality round lock/ rim lock
Tk.
550.00
each
1493
Best quality security lock
Tk.
800.00
each
1494
62 mm dia iron rings
Tk.
15.00
each
1495
250 mm long & 12 mm dia tower bolt
Tk.
50.00
each
1496
150 mm Socket bolt
Tk.
45.00
each
1497
75 mm long Iron hinges
Tk.
10.00
each
1498
225 mm long catch hook
Tk.
20.00
each
1499
150 mm long brass tower & socket bolt
Tk.
250.00
each
1500
75 mm long brass hinges
Tk.
110.00
each
1501
150 mm long catch hooks
Tk.
15.00
each
1502
Heavy type nickel plated handle
Tk.
75.00
each
1503
Brass screw/38 mm screw
Tk.
20.00
per doz.
1504
5 mm thick clear glass
Tk.
66.00
per sft
1505
5 mm thick reflected glass
Tk.
95.00
per sft
1506
6 mm thick clear glass
Tk.
85.00
per sft
1507
10 mm thick clear glass
Tk.
140.00
per sft
1508
5 mm thick ambush / frosted glass
Tk.
65.00
per sft
1509
5 mm thick tinted glass
Tk.
82.00
per sft
1510
6 mm thick reflected glass
Tk.
106.00
per sft
1511
3 mm thick clear glass
Tk.
40.00
per sft
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
59
Unit
1512
1.5 mm thick corrugated fiber glass
Tk.
80.00
per sft
1513
1.5 mm thick fiber glass sheet ridging
Tk.
142.00
per foot
Glass Door
1514
10 mm thick tempered glass
Tk.
388.00
per sft
1515
10 mm thick non- tempered glass
Tk.
164.00
per sft
1516
Auto closer set
Tk. 6,131.00
per set
1517
Top and bottom clamping device
Tk. 1,177.00
per set
1518
Locking device
Tk. 2,736.00
per set
1519
Top hinge
Tk. 1,203.00
per set
1520
Handle
Tk. 2,646.00
per set
I. Hardware for steel door-window
1521
Stopper handle
Tk.
20.00
each
1522
300 mm long iron cleats
Tk.
30.00
each
1523
50 mm long pin hinges
Tk.
25.00
each
1524
100 mm long iron hinges
Tk.
54.00
each
1525
Hand lock
Tk.
50.00
each
1526
150 mm long clamp
Tk.
35.00
each
C24
MISCELLENEOUS ITEMS
1527
Nails and wires
Tk.
65.00
per kg
1528
G.I. wire
Tk.
120.00
per kg
1529
Chalk powder
Tk.
40.00
per kg
1530
38 mm x 38 mm x 6 mm brass
Tk.
315.00
per foot
1531
Polythene sheet
Tk.
250.00
per % sft
1532
EPS sheet (62mm thick) density 15 kg per cum
Tk.
90.00
per cft
1533
Perforated aluminium board
Tk.
110.00
per sft
1534
Lubricants
Tk.
220.00
per litre
1535
Glass fiber mesh (10mmX10mm grid and weight 110gm/sqm)
Tk.
7.00
per sft
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
Rate
60
SL
Items
Unit
1536
Water proof, damp proof, dry & breathable cement STN-EN - 1015-11 , compressive
strength 34 MPa), Max depth of water penetration into hardened plaster is < 1 mm (25 kg
bag)(Only for plaster work)
Tk. 1,500.00
per bag
1537
Fire rated door complying standard specification
Tk. 3,435.00
per sft
1538
Installation charge of fire rated door
Tk.
215.00
per sft
1539
Nut-bolts, J-hooks etc.
Tk.
160.00
per kg
1540
Empty gunny bags/ Polymer bag to fill sand for load test
Tk.
10.00
each
1541
Salballah for driving
Tk.
70.00
per foot
1542
Counter-sunk rivets for shoe-plate
Tk.
50.00
each
1543
20 mesh 24 BWG wire mesh
Tk.
25.00
per sft
1544
18 BWG galvanized wire mesh (2 mesh per 25mm)
Tk.
20.00
per sft
1545
225 mm dia RCC pipe
Tk.
262.50
per foot
1546
300 mm dia RCC pipe
Tk.
457.17
per foot
1547
12 BWG barbed wire
Tk.120,000.00
1548
Rivet, washer, wire nails etc.
Tk.
90.00
per kg
1549
38 mm dia M.S. wheel for collapsible gate
Tk.
28.00
each
1550
75 mm - 150 mm M.S. clamp
Tk.
30.00
each
1551
Electrodes including electricity
Tk.
10.00
each
1552
Grease/lubricant etc.
Tk.
56.00
per Ib
1553
38 mm dia iron ring
Tk.
20.00
each
1554
38 mm dia heavy type gate wheel
Tk.
160.00
each
1555
Clamp with huskel dumney
Tk.
144.00
each
1556
Heavy duty gate locking arrangement
Tk.
275.00
each
1557
125 mm M.S. hinges
Tk.
68.00
each
1558
High performance elastomeric cementitious waterproof coating
Tk.
280.00
per kg
1559
15.62 mm socket bolt
Tk.
60.00
each
1560
China made spring for rolling shutter
Tk.
50.00
per foot
1561
Spring box for rolling shutter
Tk.
70.00
each
1562
12 mm dia nut-bolt
Tk.
12.00
each
per M. ton
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
61
Unit
1563
Coal-tar
Tk.
70.00
per kg
1564
150 mm long brass tower & socket bolt
Tk.
250.00
each
1565
75 mm long brass hinges
Tk.
110.00
each
1566
150 mm long catch hooks
Tk.
15.00
each
1567
Screws
Tk.
10.00
per doz.
1568
24 BWG wire-net
Tk.
20.00
per sft
1569
Gum
Tk.
200.00
per kg
1570
Blue
Tk.
200.00
per kg
1571
Pigment for colour washing
Tk.
200.00
per kg
1572
300 mm long brass hasp bolt
Tk.
375.00
each
1573
Hydraulic door closer
Tk. 1,250.00
each
1574
Mortice door lock
Tk.
600.00
each
1575
Rim (round) door lock
Tk.
550.00
each
1576
Magnetic door-shock absorber
Tk.
100.00
each
1577
Used and empty Bitumen drum
Tk.
200.00
each
1578
Fire-wood
Tk.
200.00
per mound
1579
Bleaching powder
Tk.
100.00
per kg
1580
Fly proof wire-net
Tk.
100.00
per sqm
1581
25 mm expanded metal net
Tk.
100.00
per sqm
1582
Bamboo darma
Tk.
43.00
per sqm
1583
Single layer double bamboo tarja
Tk.
130.00
per sqm
1584
Premix cement plaster
Tk.
45.00
per kg
1585
Skim coat
Tk. 2,000.00
per kg
1586
Cementetious pinhole filler
Tk.
100.00
per kg
1587
Bentonite
Tk.
20.00
per kg
1588
16 gauge thick 50 mm x 50 mm ss hollow box
Tk.
278.00
per ft
1589
16 gauge thick 50 mm x 38 mm ss hollow box
Tk.
240.00
per ft
1590
18 gauge thick 50 mm x 12 mm ss hollow box
Tk.
175.00
per ft
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
62
Unit
1591
2 ply petroleum asphalt (Chinese)
Tk.
9.00
per sft
1592
Coal
Tk.
7.00
per kg
1593
2.44 m x 1.22 m size hard board
Tk.
600.00
per piece
1594
PVC water stopper
Tk.
160.00
per foot
1595
Sign board including material, painting,lettering etc all complete
Tk.
225.00
sft
1596
Autocad operator
Tk.
800.00
per day
1597
printing of drawing
Tk.
18.00
sft
1598
As built work survey & report
Tk. 1,800.00
per day
1599
Providing expertised Architect 5years exp with registration in respective professional body
Tk. 70,000.00
per month
1600
Providing expertised engineer 10 years exp with registration in respective professional
body
Tk.120,000.00
per month
1601
Providing pick up (double Cabined)
Tk. 70,000.00
per month
1602
photographer
Tk. 1,100.00
per day
1603
photo print , post card sisez
Tk.
1604
Engineer, Expertise in microsoft MS Project /Primavera and experience by min 5yrs
Tk.120,000.00
permonth
1605
Engineer, min graduate in relevant field
Tk. 1,800.00
per day
1606
Diploma Engineer, min 5yrs Exp
Tk. 1,800.00
per day
1607
Diploma Engineer, min 1yrs Exp
Tk. 1,000.00
per day
1608
Royality of Earth
Tk. 1,715.00
per
thousand
cft
1609
Royality of Dredge material in the water body
Tk.
per
thousand
cft
1610
Calibration of pressure gauge
Tk. 5,400.00
per set
1611
Calibration of hydrauic jack & pressure gauge combined
Tk. 33,100.00
per set
1612
Arc welding at workshop / factory
Tk.
25.00
per foot
1613
Cutting by oxy-ace of 12 mm M.S plate, top & bott plate
Tk.
36.00
per foot
1614
12 mm MS Plate Grinding to V bevel top & bott
Tk.
50.00
per foot
1615
25 mm dia Hole in 12 mm M.S plate
Tk.
50.00
per nos
7.00
800.00
each
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
Rate
63
SL
Items
Unit
1616
Cutting by shearing granding and hole for steel jacket, 6 mm plate on 2U x ( top & bott) - C
or U form
Tk.
13.00
per foot
1617
6 mm MS Plate Grinding to V bevel on faces of U legs for top & bott
Tk.
70.00
per foot
1618
Charge to bend 6 mm MS Plates
Tk.
30.00
per foot
1619
50 mm dia Hole in 6 mm M.S plate
Tk.
100.00
p/nos
1620
38 mm G.I / MS pipe for dowel bar
Tk.
180.00
per foot
1621
Fabrication: bending of 20mm bar in U
Tk. 5,600.00
per Mton
1622
Data logging engineer at hydraulic pile driver
Tk. 1,800.00
per day
1623
Chief Mechanic, at hydraulic pile driver
Tk. 1,400.00
per day
1624
Helper to mechanic, at hydraulic pile driver
Tk.
390.00
per day
1625
Foreman, at hydraulic pile driver
Tk.
800.00
per day
1626
Crane Operator, at hydraulic pile driver
Tk.
800.00
per day
1627
Asst. Crane Operator, at hydraulic pile driver
Tk.
600.00
per day
1628
Machine Operator, at hydraulic pile driver
Tk.
600.00
per day
1629
Asst machine operator, at hydraulic pile driver
Tk.
600.00
per day
1630
Helper to crane operator, at hydraulic pile driver
Tk.
390.00
per day
1631
Helper to machine operator, at hydraulic pile driver
Tk.
390.00
per day
1632
Generator Operator, at hydraulic pile driver
Tk.
600.00
per day
1633
Surveyer to pile layout , at hydraulic pile driver
Tk. 1,200.00
per day
1634
Helper to surveyer, at hydraulic pile driver
Tk.
800.00
per day
1635
Skilled Labor, at hydraulic pile driver
Tk.
390.00
per day
1636
ordinary labor, at hydraulic pile driver
Tk.
320.00
per day
1637
Compilation of driving report, pile capacity log & submission to PE on signing it on
hydraulic pile driver
Tk. 10,000.00
per day
1638
PIT : mobilization,demobilization, accomodation +12pile PIT
Tk. 20,000.00
per 100km
within
Dhaka
1639
Pile Integrity Test (PIT)
Tk. 1,000.00
per pile
after 1st 12
pile
1640
PIT expert engineer graduated in civil engg. And in geotech. engg. by profession , 10 yrs
experience
Tk.160,000.00
per month
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
1641
Items
Asst to PIT expert engineer: civil engr / geotech engineer by profession, 5yrs experience
Rate
64
Unit
Tk.100,000.00
per month
GLASS: Float / Anealed
1642
Float / annealed glass thickness :2.5mm
Tk.
35.00
sft
1643
Float / annealed glass thickness :3.0mm
Tk.
35.00
sft
1644
Float / annealed glass thickness :3.5mm
Tk.
42.00
sft
1645
Float / annealed glass thickness :4.0mm
Tk.
48.00
sft
1646
Float / annealed glass thickness :5.0mm
Tk.
65.00
sft
1647
Float / annealed glass thickness :6.0mm
Tk.
85.00
sft
1648
Float / annealed glass thickness :8.0mm
Tk.
125.00
sft
1649
Float / annealed glass thickness :10.0mm
Tk.
140.00
sft
1650
Float / annealed glass thickness :12.0mm
Tk.
180.00
sft
GLASS: Tempered Glass
1651
Tempered glass thickness 5.0mm
Tk.
160.00
sft
1652
Tempered glass thickness 6.0mm
Tk.
190.00
sft
1653
Tempered glass thickness 8.0mm
Tk.
250.00
sft
1654
Tempered glass thickness 10.0mm
Tk.
280.00
sft
1655
Tempered glass thickness 12.0mm
Tk.
390.00
sft
1656
Tempered glass thickness 15.0mm
Tk. 1,000.00
sft
1657
Tempered glass thickness 19.0mm
Tk. 1,300.00
sft
1658
12 mm two in one bib cock
Tk. 1,800.00
each
1659
Fibre mesh
Tk. 1,210.00
per kg
1660
3 mm thick frosted glass
Tk.
45.00
sft
1661
Synthetic fly proof net.
Tk.
140.00
sqm
1662
100 mm x 38 mm x 6 mm size clamp
Tk.
14.00
each
1663
Stone lime
Tk.
16.00
kg
1664
Surki
Tk. 1,250.00
1665
25 mm mesh expanded metal for using under patent stone
Tk.
15.00
sft
1666
25 mm iron screw
Tk.
8.00
dz
cum
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
Unit
1667
50 mm iron screw
Tk.
15.00
dz
1668
25 mm brass screw
Tk.
14.00
dz
1669
38 mm iron hinge
Tk.
4.00
each
1670
38 mm brass hinge
Tk.
6.00
each
1671
75 mm long cath hook
Tk.
4.00
each
1672
100 mm long catch hook
Tk.
6.00
each
1673
150 mm long catch hook
Tk.
8.00
each
1674
200 mm long catch hook
Tk.
10.00
each
1675
225 mm long catch hook
Tk.
15.00
each
1676
50 mm dia 100 mm long socket bolt
Tk.
8.00
each
1677
50 mm dia 100 mm long socket bolt (SS)
Tk.
35.00
each
1678
50 mm dia 150 mm long socket bolt
Tk.
11.00
each
1679
50 mm dia 150 mm long socket bolt(SS)
Tk.
55.00
each
1680
50 mm dia 200 mm long socket bolt
Tk.
20.00
each
1681
50mm dia 200 mm long socket bolt(SS)
Tk.
70.00
each
1682
50 mm dia 150 mm long brass socket bolt
Tk.
110.00
each
1683
50 mm dia 200 mm long brass socket bolt
Tk.
140.00
each
1684
50 mm dia 250 mm long brass socket bolt
Tk.
180.00
each
1685
75 mm long hinge
Tk.
25.00
each
1686
100 mm long hinge
Tk.
50.00
each
1687
75 mm long brass hinge
Tk.
110.00
each
1688
100 mm long brass hinge
Tk.
150.00
each
1689
50 mm dia iron ring
Tk.
15.00
each
1690
50 mm dia brass ring
Tk.
40.00
each
1691
Colouring materials
Tk.
180.00
kg
1692
Laqure spray polishing
Tk.
500.00
litre
1693
Materials for french polishing: 3 coats on new surface
Tk.
800.00
% sft
1694
Earthoil
Tk.
50.00
kg
65
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
Rate
66
Unit
1695
40 mm dia G.I. Socket
Tk.
105.00
each
1696
3 gal capacity C. I. Cistern (Not available in market)
Tk. 1,260.00
each
1697
300 long clamp: Iron
Tk.
22.00
each
1698
150 long clamp: Iron
Tk.
12.00
each
1699
Aluminium paint
Tk. 1,364.00
gallon
(U.K.)
1700
Plastic low-down cistern
Tk.
800.00
each
1701
Siphon set for plastic low-down
Tk.
360.00
set
1702
Jarul
Tk. 1,800.00
per cft
1703
Loha/Pyiankado
Tk. 2,600.00
per cft
1704
8 BWG welding electrodes
Tk.
6.00
per piece
1705
25mm dia G.I. Pipe for structural work
Tk.
75.00
foot
1706
China made spring for rolling shutter
Tk.
15.00
foot
1707
Spring box for rolling shutter
Tk.
120.00
each
1708
Scaffolding including safety provision
Tk.
11.00
per sft
1709
Tar boiler
Tk. 1,000.00
per day
1710
Vibrating roller Pedestrain (0.5 - 1 ton)
Tk. 3,000.00
per day
1711
Cart fare within 5 km
Tk.
500.00
per trip
1712
2 mm geo-textile
Tk.
8.00
per sft
C25
CARRIAGE OF MATERIALS
1713
Carriage of materials except bricks and bats by motor trucks bullock carts or any other
means, including loading, unloading at both ends and stacking properly at site as per
direction of the Engineer.
(a)
Up to 1.5 kilometer
Tk.
190.00
per M. ton
(b)
Up to 3.0 kilometer
Tk.
260.00
per M. ton
(c)
Up to 5.0 kilometer
Tk.
340.00
per M. ton
(d)
For each additional km beyond 5.0 kilometer and up to 30.0 kilometer
Tk.
18.00
per M. ton
(e)
For each additional km beyond 30.0 kilometer and up to 80.0 kilometer
Tk.
13.00
per M. ton
(f)
Beyond 80.0 kilometer
Tk.
9.00
per M. ton
Weighing at both ends for items of steel materials only
Tk.
105.00
per M. ton
1714
PWD SoR 2018 for Civil Works
RATES OF MAN, MATERIAL AND MARK-UPS
SL
Items
1715
Carriage of bricks or bats by motor truck, bullock carts or any other means including
loading, unloading at both ends and stacking properly at site as per direction of the
Engineer.
Rate
67
Unit
(a)
Up to 1.5 kilometer
Tk.
300.00
per % 0 nos
(b)
Up to 3.0 kilometer
Tk.
400.00
per % 0 nos
(c)
Up to 5.0 kilometer
Tk.
525.00
per % 0 nos
(d)
For each additional km beyond 5.0 kilometer and up to 30.0 kilometer
Tk.
28.00
per % 0 nos
(e)
For each additional km beyond 30.0 kilometer and up to 80.0 kilometer
Tk.
18.00
per % 0 nos
(f)
Beyond 80.0 kilometer
Tk.
6.00
per % 0 nos
SCHEDULE OF RATES
FOR CIVIL WORKS
PWD SoR 2018 for Civil Works
GENERAL AND SITE FACILITIES
68
SCHEDULE OF RATES FOR CIVIL WORKS
FIFTEENTH EDITION: 2018
DIVISION 01: GENERAL AND SITE FACILITIES
Item No.
01.1
Description of Item
Unit
Unit Rate
Erection and maintenance of site office and removal of the same after completion of
work in accordance with the conditions of contract. In addition to the office required for his
own use, the contractor shall provide and maintain furnished field office for the use of the
Engineer-in-charge and his staff. The field office is to have a concrete floor, adequate
foundation, brick walls, false ceiling of hard board with seasoned Garjan wood frame and
painted, and all windows are to be glazed and provided with steel grill. Outside and inside
wall surface are to be painted on plaster acceptable to the Engineer-in-charge. The field
office shall be maintained in a secure and watertight condition by the contractor until the
completion of the contract and shall be provided with electricity, running water and
sewerage. All doors shall be fitted with approved locks and windows shall be provided with
screen/blinds. Before construction the contractor shall submit plans and drawings showing
proposed details and location for the field office, including foundations, access roads,
shades, layout of electrical and water supply and hard standings thereto for the approval
of the Engineer-in-charge. The Engineer-in-charge may require revision of the plans prior
to giving approval for construction. The contractor shall also submit details proposed
furniture, fittings and other items of equipment and plant to the Engineer-in-charge for
approval. These items shall be of the standard quality suitable for site. The office,
complete with furnishings, fittings, access roads and hard standings shall be ready for
occupation by the Engineer-in-charge within 28 days of the date when the contractor first
occupies the site. The contractor will provide day and night guards and a tea boy for the
field office. At the end of the project all materials, equipment and plant, furniture, fittings
recovered from dismantling the office and removing access road will be the property of the
contractor. No interim payment shall be certified unless engineer‟s office with required
facilities are constructed and accepted by the Engineer-in-charge.
(This is a time related item; proportionate payment for this item shall be made distributing
in each bill on the basis of percentage progress of the whole works under contract)
01.1.1
Engineer‟s site office of minimum 15 sqm plinth area with providing furniture, first aid-box,
safety helmet, level / theodolite, consumables, stationeries etc.
LS
Tk. 144,894.00
01.1.2
Engineer‟s site office of minimum 38 sqm plinth area with providing security fencing, 5
KVA stand-bye generator, furniture, first aid-box, safety helmet, level / theodolite,
consumables, stationeries etc.
LS
Tk. 440,718.00
01.1.3
Engineer‟s site office of minimum 38 sqm plinth area with providing security fencing, 5
KVA stand-bye generator, IBM compatible PC with monitor, uninterruptible power supply
(UPS), laserjet printer (minimum 25 ppm), furniture, first aid-box, safety helmet,
level/theodolite/EDM, consumables, stationeries etc.
LS
Tk. 561,463.00
01.1.4
Engineer‟s site office of minimum 38 sqm plinth area with providing security fencing, 5
KVA stand-bye generator, IBM compatible PC with monitor, uninterruptible power supply
(UPS), laserjet printer (minimum 25 ppm), photocopier, 6 cft. Freeze, furniture, first aidbox, safety helmet, level/theodolite/EDM, consumables, stationeries etc.
LS
Tk. 602,999.00
01.1.5
Engineer‟s site office of minimum 10 sqm plinth area with providing furniture, first aid-box,
safety helmet, consumables, stationeries etc for low value simple work of short duration
(not more than six months).
LS
Tk. 27,168.00
PWD SoR 2018 for Civil Works
GENERAL AND SITE FACILITIES
Item No.
69
Description of Item
Unit
Unit Rate
01.1.6
Providing and maintenance one project profile signboards of the size not exceeding 1
m x 2 m, to be placed at a suitable place of the site including submission of proposals for
the materials of the signboards and text layout to the Engineer-in-charge for approval
which will be positioned as directed by the Engineer-in-charge and removing the same on
completion of the works or as instructed by the Engineer-in-charge.
sqm
01.2.1
Providing 3 sets as-built drawings subject to Engineer‟s approval produced in AutoCAD
software in 584.5 mm x 413.5 mm (A-2 size) standard drawing paper, and operating and
maintenance manual of the equipment and plant incorporated in the works, if any, in
original by the date stated in the particular conditions of contract (PCC). If the contractor
does not supply the as-built drawings and operating and maintenance manuals by the date
stated in the particular conditions of contract (PCC), or they do not receive the Engineerin-charge‟s approval, the Engineer-in-charge shall withhold the amount stated in the PCC
from the payments due to the contractor.
per
tender
Tk. 24,423.00
Tk.
2,670.00
The as-built drawings must show the permanent works as actually constructed and reflect
the revision of Tender drawings and drawings supplied to the contractor during the
Contract as well as revisions of drawings supplied to the contractor during the contract.
(One set of as-built drawings shall be considered for measurement and payment)
01.2.2
Providing additional copy of as-built drawing produced in AutoCAD software in 584.5
mm x 413.5 mm (A-2) standard drawing paper accepted by the Engineer-in-charge.
sqm of
drawing
sheet
Tk.
293.00
01.2.3
Providing minimum ten (10) copies coloured post-card size progress photograph of
„works under contract‟ taken by professional photographer which record the progress of
the Works.
per
month
Tk.
1,413.00
01.2.4
Preparation & submission of implementation schedule to the Engineer-in-charge for
approval prior ground breaking showing the events (works) and successive sub-events of
works including all the management & control parameters like Earliest Start Time (EST),
Earliest Finish Time (EFT), float events on critical path, resource allocation etc. with
description of general method of works, in orderly manner all in the form network diagram
prepared in computer software like MS project/ Primavera and presenting in displayable
hard and soft copy minimum 3 (three) sets. (This is a time related item. Proportionate
payment for this item shall be made distributing in each bill on the basis of percentage
progress of the whole works under contract)
per
tender
Tk. 35,158.00
01.2.5
Updating the Implementation Schedule and submission to the Engineer-in-charge at
intervals no longer than 28 days showing actual physical and financial progress achieved,
on each activity and the effect of the progress on the timing of the remaining work,
including any changes to the sequence of the activities. However, Engineer‟s approval of
the programme shall not alter the contractor‟s obligations. The contractor may revise the
programme and submit it to the Engineer-in-charge again at any time. A revised
programme shall show the variations and events related to change of contract price.
Month wise documentation shall be the basis of payments on this item.
per
month
Tk. 14,752.00
01.2.6
Providing all necessary logistic support to frame ‘monthly progress meeting’ between
contractor/contractor‟s representatives and employer / employer‟s representatives at the
Engineer-in-charge's office at site. Month wise documentation shall be the basis of
payments on this item.
per
month
Tk.
2,475.00
PWD SoR 2018 for Civil Works
GENERAL AND SITE FACILITIES
Item No.
70
Description of Item
Unit
Unit Rate
01.3
Providing layout and carry over PWD bench-mark (BM) at site from nearby BM pillar,
property lines, existing ground level (EGL), formation ground level (FGL), highest flood
levels (HFL), plinth levels (PL), mean sea level (MSL), setting and marking all pillars,
marker, pegs etc. showing and maintaining reduced levels (RL‟s) including locating,
establishing, protecting all public utilities within the premise of work and finally all to be
presented in black and white.
sqm
Tk.
24.00
01.4
Mobilization and cleaning site before commencing actual physical work and during
contract period and demobilization after completion of the works under contract to be
accepted by the Engineer-in-charge. This work shall also covers clayey cleaning and
clearing, cutting or filling, dressing the project area on and in the ground to an extent that
all the events of works of the project can be executed smoothly in a working environment
with a particular attention on safety and security in all respects, and to stockpile the end
outcome to a place for disposal agreed by the Engineer-in-charge, where, payments are to
be based on ground area determined by the Engineer-in-charge and be proportionate to
the percentage progress of work under contract as a whole in all respects and approved
by the Engineer-in-charge.
sqm
Tk.
169.00
01.5
Providing expertised architect having relevant experience (s) more than 5 years for detail
documentation of architectural themes, drawings, workingout shop drawings,
communication with theme architect & getting approval, specifying architectural needs
according to approved master architectural themes & plan, certifying as built drawing for
the approval etc. and any relevant jobs assigned by the HOPE or his official at site (max
man month not greater than 1/4th of project duration & payment for the item subject to
submission of CV & approved by HOPE or his authorized officer.
per
month
Tk. 70,000.00
01.6
Providing expertised engineer having relevant experience (s) more than 10 years, for the
project documentation, progress study & adjustment, preparation of project material
schedule and testing schdule for approval etc. & jobs assigned by the HOPE or his official,
at site (max man month not greater than 1/4th of Project duration & payment for the item
subject to submission of CV & approved by HOPE or his authorized officer.
per
month
Tk. 120,000.00
01.7
Pick-up (double cab) for transport of test samples, work samples & emergency
services etc. including cost of fuel etc. (Total usage not more than 1/6th of project
duration.)
per
month
Tk. 70,000.00
01.8
Supplying, fitting, fixing, operating and maintenance of the costruction supervision lift
(1000Kg capacity) for supervision of building construction work during the entire
construction period including all necessary components like, steel frame, car, guide rails.
push button, driving motor, gear box, car door, travelling cable, RCC base for steel frame,
necessary connections with the building, electric supply & electricity bill and dismantling
the same after completion of the building construction etc. all complete complying all
safety factors and accepted by the Engineer-in-charge. (The construction supervision lift
shall be the contractor property after completion of work). Number of month shall be
calculated as 1/2 (half) of the project period for new construction and full project period for
vertical extension work. The contractor must submit detail structural drawing of supporting
frame with foundation and lift specification prior to supply on site.
01.8.1
6th to 10th floor, hoisting speed 40 m/min
per
month
Tk. 28,287.00
01.8.2
11th to 15th floor, hoisting speed 40 m/min
per
month
Tk. 37,661.00
01.8.3
16th to 20th floor, hoisting speed 50 m/min
per
month
Tk. 44,911.00
PWD SoR 2018 for Civil Works
GENERAL AND SITE FACILITIES
Item No.
Description of Item
Unit
Unit Rate
71
01.8.4
21th to 25th floor, hoisting speed 60 m/min
per
month
Tk. 49,426.00
01.8.5
26th to 30th floor, hoisting speed 60 m/min
per
month
Tk. 55,589.00
………………….. END OF DIVISION ONE …………………..
EXCAVATION, FILLING & SITE DEVELOPMENT AND PALISADING
PWD SoR 2018 for Civil Works
72
DIVISION 02: EXCAVATION, FILLING & SITE DEVELOPMENT AND PALISADING
Item No.
Description of Item
Unit
Unit Rate
02.1
Earth work in excavation in all kinds of soil for foundation trenches including layout,
providing center lines, local bench-mark pillars, levelling, ramming and preparing the base,
fixing bamboo spikes and marking layout with chalk powder, providing necessary tools and
plants, protecting and maintaining the trench dry etc., stacking, cleaning the excavated
earth at a safe distance out of the area enclosed by the layout etc. all complete and
accepted by the Engineer-in-charge, subject to submit method statement of carrying out
excavation work to the Engineer-in-charge for approval. However, engineer‟s approval
shall not relieve the contractor of his responsibilities and obligations under the contract.
02.1.1
Layout and marking for earthwork in excavation in foundation accepted by the
Engineer-in-charge. [Plinth area of the structure shall be considered for measurement]
sqm
Tk.
15.00
02.1.2
Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m
lead: in soft clayey soil / loose sand / silt
cum
Tk.
88.00
02.1.3
Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m
lead: in medium stiff clayey soil.
cum
Tk.
126.00
02.1.4
Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m
lead: in very stiff (hard) clayey soil/ rubbish etc.
cum
Tk.
189.00
02.1.5
Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m
lead: in very soft / saturated / organic clayey soil / soil of semi-liquid state.
cum
Tk.
217.00
02.1.6
Extra rate for each additional 0.5 meter depth exceeding 1.5 meter.
cum
Tk.
20.00
02.1.7
Extra rate for each 1 m additional lead beyond 10 m.
cum
Tk.
3.00
02.2
Bailing out of trapped water caused by inundation or rain, by pump from foundation
trenches.
hour
Tk.
424.00
02.3
Supplying of straight and strong borrak bamboo posts of having minimum 75 mm
diameter althrough and driving the same vertically in the ground up to required depth by
any means shaping the top of the post, all complete and accepted by the Engineer-incharge.
meter
Tk.
80.00
02.4
Supplying of wooden ballah having an average diameter not less than 150 mm (without
barks) at one third distance from larger end with a minimum end diameter of 100 mm for
retaining purpose and driving to a depth as per design and drawing by any method
including all arrangement for staging, hoisting, carrying etc. complete and accepted by the
Engineer-in-charge.
meter
Tk.
592.00
02.5
Palisading work by supplying of bitumen drum sheet walling tied with 20 BWG G.I. wire
fixing the same with already driven borrak bamboo posts with half split borrak bamboo
runners @ 450mm c/c horizontally with iron nails, G.I wire etc. all complete and accepted
by the Engineer-in-charge. (Rate is excluding the cost of bamboo post).
sqm
Tk.
520.00
02.6
Supplying and fitting-fixing horizontal bracing in palisading with half split wooden
ballah having an average diameter not less than 150 mm with a minimum end diameter of
100 mm @ 450 mm including supply of iron nails, gazals etc. complete approved and
accepted by the Engineer-in-charge.
meter
Tk.
180.00
EXCAVATION, FILLING & SITE DEVELOPMENT AND PALISADING
Item No.
PWD SoR 2018 for Civil Works
73
Description of Item
Unit
Unit Rate
02.7.1
Shore protection work during excavation in foundation trenches up to 1.5 m depth to
protect loss due to damage of property by palisading accepted by the Engineer-in-charge.
[The rate is including the cost of vertical post]
sqm
Tk.
609.00
02.7.2
Shore protection work during excavation in foundation trenches beyond 1.5 m depth to
protect loss due to damage of property by palisading accepted by the Engineer-in-charge,
[The rate is including the cost of vertical post]
sqm
Tk.
877.00
02.8
Supply of 2 mm thick best quality geo-textile from approved manufacturer/origin and
laying as per manufacturer‟s instructions approved and accepted by the Engineer-incharge. Before commencement of laying of geo-textile, the contractor must submit the
method statement for carrying out this work including sample with evidence of origin and
compliance certificate from independent testing laboratory for approval.
sqm
Tk.
143.00
02.9
Removing sludge or semi-liquid clay/substances etc not suitable for pumping out or
carrying by head load from the bottom of any marshy land, lake, ditch, pond by mixing fine
local sand of F.M. 0.8 or less to a proportion such that it can be carried to an intermediate
point of disposal and cutting the same including stacking and spreading properly on a
suitable place to dry in the sun for a certain days and dispose the dried sludge or clay to a
safe distance etc. complete and accepted by Engineer-in-charge subject to submit method
statement to the engineer in charge for carrying out the works including ultimate disposal
of the sludge under this item for approval. However, engineer‟s approval shall not relieve
the Contractor of his responsibilities and obligations under the contract.
cum
Tk.
879.00
02.10.1
Sand filling in foundation trenches and plinth with sand having F.M. 0.5 to 0.8 in 150 mm
layers including leveling, watering and compaction to achieve minimum dry density of 95%
with optimum moisture content (Modified proctor test) by ramming each layer up to
finished level as per design supplied by the design office only, all complete and accepted
by the Engineer-in-charge.
cum
Tk.
635.00
02.10.2
Sand filling in foundation trenches and plinth with sand having minimum F.M. 1.2 in 150
mm in layers including leveling, watering and compaction to achieve minimum dry density
of 95% with optimum moisture content (Modified proctor test) by ramming each layer up to
finished level as per design supplied by the design office only, all complete and accepted
by the Engineer-in-charge.
cum
Tk.
913.00
02.10.3
Sand filling in foundation trenches and plinth with sand having minimum F.M. 2.2 in 150
mm layers including leveling, watering and compaction to achieve minimum dry density of
95% with optimum moisture content (Modified proctor test) by ramming each layer up to
finished level as per design supplied by the design office only, all complete and accepted
by the Engineer-in-charge.
cum
Tk.
2,631.00
02.11
50 mm down graded picked jhama khoa consolidation in foundation trenches by mixing
the same with best quality local sand (F.M. 1.2) in 2:1 (khoa: sand) proportion to achieve
minimum dry density of 95% with optimum moisture content (Modified proctor test)
including breaking and screening chips, laying and spreading in 150 mm layers uniformly
and compacting etc. all complete and accepted by the Engineer-in-charge.
cum
Tk.
4,239.00
02.12
50 mm down graded picked jhama khoa consolidation in foundation trenches by mixing
in mixer machine with best quality local sand (F.M. 1.2) and cement in 1:6:12 (cement:
sand: khoa) proportion to achieve minimum dry density of 95% with optimum moisture
content (Modified proctor test) including breaking and screening chips, laying and
spreading in 150 mm layers uniformly and compacting etc. all complete and accepted by
Engineer-in-charge.
cum
Tk.
4,931.00
EXCAVATION, FILLING & SITE DEVELOPMENT AND PALISADING
Item No.
PWD SoR 2018 for Civil Works
74
Description of Item
Unit
Unit Rate
02.13
Earth filling in foundation trenches and plinth in 150 mm layer with earth available
within 90 m of the building site to achive minimum dry density of 95% with optimum
moisture content (Modified proctor test) including carrying, watering, leveling, dressing and
compacting to a specified percentage each layer up to finished level etc. all complete and
accepted by Engineer-in-charge.
cum
Tk.
149.00
02.14
Cleaning and disposing of excavated earth from the construction site by truck or by any
other means to a place within 30 km radius of the city or town area including loading &
unloading at both ends, leveling and dressing the carried earth etc. complete and
accepted by the Engineer-in-charge.
cum
Tk.
539.00
02.15
Earth filling in foundation trenches and plinth in 150 mm layers with carted earth
carried by truck or by any other means including loading and unloading at both ends,
leveling, watering and compacting to achive minimum dry density of 95% with optimum
moisture content (modified proctor test) including local carriage each layer up to finished
level including cost of water and test (carried from beyond 300 m) etc. all complete and
accepted by the Engineer-in-charge
02.15.1
For Dhaka metropolitan area.
cum
Tk.
622.00
02.15.2
For Chittagong / Sylhet metropolitan area and Narayanganj district.
cum
Tk.
497.00
02.15.3
For Rajshahi / Barisal / Khulna metropolitan area.
cum
Tk.
432.00
02.15.4
For other than Dhaka, Chittagong, Sylhet, Rajshahi, Barisal, Khulna metropolitan area and
Narayanganj district.
cum
Tk.
393.00
02.16
Site development/Improvement by carted earth or dredged sand, sandy silt (free
from any organic, foreign, environmental hazardous substances) carried by head or by
truck or by any other means including cost of cutting or by dredging of sand, sandy silt, all;
including local carrying, placing the earth/sand, sandy silt in the designated area,
maintaining slopes, breaking lumps, levelling and dressing in layers up to finished level
etc. all complete as per direction and accepted by the engineer in charge.
02.16.1
For Dhaka metropolitan area.
02.16.1.1
By other method/means than dredgeing.
cum
Tk.
481.00
02.16.1.2
By dredging including necessary systems thereof.
cum
Tk.
299.00
02.16.2
For Chittagong / Sylhet metropolitan area and Narayanganj district.
02.16.2.1
By other method/means than dredgeing.
cum
Tk.
377.00
02.16.2.2
By dredging including necessary systems thereof.
cum
Tk.
247.00
02.16.3
For Rajshahi / Barisal / Khulna metropolitan area.
02.16.3.1
By other method/means than dredgeing.
cum
Tk.
352.00
02.16.3.2
By dredging including necessary systems thereof.
cum
Tk.
230.00
02.16.4
For other than Dhaka, Chittagong, Sylhet, Rajshahi, Barisal, Khulna metropolitan area and
Narayanganj district.
EXCAVATION, FILLING & SITE DEVELOPMENT AND PALISADING
Item No.
Description of Item
PWD SoR 2018 for Civil Works
Unit
75
Unit Rate
02.16.4.1
By other method/means than dredgeing.
cum
Tk.
302.00
02.16.4.2
By dredging including necessary systems thereof.
cum
Tk.
195.00
02.17
Mechanical compaction of earth beyond plinth area, required for pre-approved specific
engineering purpose in 150 mm layers including levelling, watering and consolidation each
layer with chain dozer, grader, roller etc. to achieve minimum dry density of 95% with
optimum moisture content (modified proctor test) up to finished level all complete and
accepted by the engineer-in-charge subjected to submission of the method statement.
cum
Tk.
418.00
02.18
Earthwork in excavation of tank of any dimension in all kinds of soil including cutting up
to required depth including bailing out water and throwing on the embankment, breaking
clods, ramming and leveling, dressing in 225 mm layer with maintaining the side slopes
and level of both tank and the embankment as per design and accepted by the Engineerin-charge.
02.18.1
For initial lead of 30 m and lift of 1.5 m
cum
Tk.
185.00
02.18.2
For each additional lift of 0.3 m beyond 1.5 m and up to 3 m
cum
Tk.
7.00
02.18.3
For each additional lift of 0.3 m beyond 3 m and up to 4.5 m
cum
Tk.
10.00
02.18.4
For each additional lift of 0.3 m beyond 4.5 m and up to 6 m
cum
Tk.
14.00
02.18.5
Extra each additional lead of 0.3 m or part thereof beyond initial lead 30 meter
cum
Tk.
27.00
02.19.1
Bailing out water by 1 cusec diesel operated pump including hire charge of pump, fuel,
operator, spares and maintenance etc. all complete and accepted by by the Engineer-incharge.
per hour
Tk.
538.00
02.19.2
Bailing out water by 1 cusec electricity operated pump including hire charge of pump, fuel,
operator, spares and maintenance etc. all complete and accepted by the Engineer-incharge.
per hour
Tk.
433.00
………………….. END OF DIVISION TWO …………………..
PWD SoR 2018 for Civil Works
BRICK SOLING, CC, DPC ETC.
76
DIVISION 03: BRICK SOLING, CC, DPC ETC.
Item No.
Description of Item
Unit
Unit Rate
03.1
One layer brick flat soling in foundation or in floor with first class/picked jhama bricks
including preparation of bed and filling the interstices with local sand, leveling etc.
complete and accepted by the Engineer-in-charge
sqm
Tk.
420.00
03.2
One layer Herringbone bond (HBB) brick soling in foundation or in floor with first
class/picked jhama bricks including preparation of bed and filling the interstices with local
sand, leveling including supply of water, other charges, costs of tools and plants etc. all
complete and accepted by the Engineer-in-charge
sqm
Tk.
662.00
03.3
Brick on end edging including preparation of bed and filling the interstices with local
sand, leveling, maintaining alignment and grid etc. all complete and accepted by the
Engineer-in-charge
meter
Tk.
104.00
03.4
Mass concrete (1:3:6) in foundation or in floor with cement, sand (F.M. 1.2) and picked
jhama brick chips including breaking of chips, screening, mixing, laying, compacting to
required level and curing for at least 7 days including the supply of water, electricity, costs
of tools & plants and other charges etc. all complete and accepted by the Engineer-incharge.(Cement: CEM-II/A-M)
03.4.1
Mass concrete in foundation (1:3:6) with cement, brick chips and sand of F.M. 1.2
cum
Tk.
6,647.00
03.4.2
Mass concrete in floor (1:3:6) with cement, brick chips and sand of F.M. 1.2
cum
Tk.
6,579.00
03.5
Mass concrete (1:2:4) in foundation or in floor with cement, sand (F.M. 1.2) and picked
jhama brick chips including breaking of chips, screening, mixing, laying, compacting to
required level and curing for at least 7 days including the supply of water, electricity, costs
of tools & plants and other charges etc. all complete and accepted by Engineer-in-charge.
(Cement: CEM-II/A-M)
03.5.1
Mass concrete in foundation (1:2:4) with brick chips and local sand of F.M. 1.2.
cum
Tk.
7,643.00
03.5.2
Mass concrete in floor (1:2:4) with brick chips and local sand of F.M. 1.2.
cum
Tk.
7,575.00
03.6
Damp proof course (DPC) (1:1.5:3) of cement concrete with cement, sand and picked
jhama brick chips or stone chips including breaking of chips, screening, centering,
shuttering, casting, curing and finishing with a coat of bitumen including the supply of
water, electricity, costs of tools & plants and other charges etc. all complete and accepted
by Engineer-in-charge. (Cement: CEM-II/A-M)
03.6.1
75 mm thick damp proof course (1:1.5:3) with cement, 50% Sylhet sand (F.M. 2.2) & 50%
local sand (F.M. 1.2) and picked jhama brick chips.
sqm
Tk.
1,095.00
03.6.2
75 mm thick damp proof course (1:1.5:3) with cement, Sylhet sand (F.M. 2.2) and stone
chips.
sqm
Tk.
1,330.00
03.6.3
150 mm thick damp proof course (1:1.5:3) with cement, Sylhet sand (F.M. 2.2), stone
chips and water-proofing admixture/agent approved by Engineer-in-charge.
cum
Tk. 14,413.00
03.7
Supplying and laying of single layer polythene sheet weighing one kilogram per 6.5
square meter in floor or any where below cement concrete complete in all respect and
accepted by Engineer-in-charge.
sqm
Tk.
03.8
Extra rate for mass concrete work in additional floor:
42.00
PWD SoR 2018 for Civil Works
BRICK SOLING, CC, DPC ETC.
Item No.
Description of Item
Unit
77
Unit Rate
03.8.1
Add for each additional floor up to 5th floor
cum
Tk.
102.00
03.8.2
Add for each additional floor for 6th floor to 9th floor
cum
Tk.
136.00
03.8.3
Add for each additional floor for 10th floor & above
cum
Tk.
171.00
………………….. END OF DIVISION THREE …………………..
BRICK WORKS, PATENT STONE IN FLOOR AND FANCY SCREEN BLOCK WORKS
PWD SoR 2018 for Civil Works
78
DIVISION 04: BRICK WORKS, PATENT STONE IN FLOOR AND FANCY
SCREEN BLOCK WORKS
Item No.
Description of Item
Unit
Unit Rate
04.1
Brick works with first class bricks with cement sand (F.M. 1.2) mortar (1:6) in
foundation and plinth, filling the joints/interstices fully with mortar, racking out the joints,
cleaning and soaking the bricks at least for 24 hours before use and curing at least for 7
days etc. all complete including cost of water, electricity and other charges and accepted
by the Engineer-in-charge. (Cement: CEM-II/A-M)
cum
Tk.
6,040.00
04.2
Brick works of width one brick or one and a half brick length of first class bricks with
cement sand (F.M. 1.2) mortar (1:6) in superstructure including raking out joints, filling
the interstices with mortar, cleaning and soaking the bricks at least for 24 hours before use
and washing of sand, necessary scaffolding, curing at least for 7 days etc. all complete
(measurement to given as 250 mm width for one brick length and 375 mm for one brick
and a half brick length) and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In
ground floor
cum
Tk.
6,443.00
04.3
Brick works with first class bricks with cement sand (F.M. 1.2) mortar (1:4) in exterior
walls including filling the interstices with mortar, raking out joints, cleaning and socking the
bricks at least for 24 hours before use and washing of sand, necessary scaffolding, curing
at least for 7 days etc. all complete including cost of water, electricity and other charges
(measurement to given as 250 mm width for one brick length and 375 mm for one brick
and a half brick length) accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In
ground floor
cum
Tk.
6,769.00
04.4
Exposed brick works (for exterior wall without outside plaster) with special quality
sorted out first class bricks, very carefully laid in cement sand (F.M. 1.2) mortar (1:4) in
superstructure with uniform width and depth of joints, true to vertical and horizontal lines
including raking out joints, scaffolding, soaking the bricks at least for 24 hours before use,
washing and screening of sand, curing at least for 7 days and high class flush pointing
with cement sand (F.M. 1.2) mortar (1:1) including cost of water, electricity and other
charges etc all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)
In ground floor
cum
Tk.
7,894.00
04.5
Exposed brick works (for exterior wall without outside plaster) with automatic machine
made first class bricks, very carefully laid in cement sand (F.M. 1.2) mortar (1:4) in
superstructure with uniform width and depth of joints, true to vertical and horizontal lines
including raking out joints, scaffolding, soaking the bricks at least for 24 hours before use,
washing and screening of sand, curing at least for 7 days and high class flush pointing
with cement sand (F.M. 1.2) mortar (1:1) including cost of water, electricity and other
charges etc all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)
In ground floor
cum
Tk.
7,218.00
04.6
Brick works with 10 holes machine made bricks of approved size (241 mm x 114 mm x
70 mm) having uniform colour carefully laid in cement sand (F.M. 1.2) mortar (1:4) in
superstructure with uniform width and depth of joints, true to vertical and horizontal lines
including raking out joints, filling the interstices with mortar, cleaning and soaking bricks at
least for 24 hours before use and washing and screening of sand, necessary scaffolding,
curing at least for 7 days and pointing with cement sand (F.M. 1.2) mortar (1:2) including
cost of water, electricity and other charges etc. complete and accepted by the Engineer-incharge. (Cement: CEM-II/A-M) In ground floor
cum
Tk. 11,862.00
BRICK WORKS, PATENT STONE IN FLOOR AND FANCY SCREEN BLOCK WORKS
Item No.
PWD SoR 2018 for Civil Works
79
Description of Item
Unit
Unit Rate
04.7
Brick work with 241 mm x 114 mm x 70 mm size machine made solid klinker facing
bricks having uniform colour carefully laid in cement sand (F.M. 1.2) mortar (1:4) in
superstructure with uniform width and depth of joints, true to vertical and horizontal lines
including raking out joints, filling the interstices with mortar, cleaning and soaking bricks at
least for 24 hours before use and washing and screening of sand, necessary scaffolding,
curing at least for 7 days and pointing with cement sand (F.M. 1.2) mortar (1:2) including
cost of water, electricity and other charges etc. complete and accepted by the Engineer-incharge. (Cement: CEM-II/A-M) In ground floor
cum
Tk.
9,286.00
04.8
Brick works with 241 mm x 114 mm x 70 mm size 10 hole machine made rock-face
or textured klinker facing bricks having uniform colour carefully laid in cement sand
(F.M. 1.2) mortar (1:4) in superstructure with uniform width and depth of joints, true to
vertical and horizontal lines including raking out joints, filling the interstices with mortar,
cleaning and soaking bricks at least for 24 hours before use and washing and screening of
sand, necessary scaffolding, curing at least for 7 days and pointing with cement sand
(F.M. 1.2) mortar (1:2) including cost of water, electricity and other charges etc. all
complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor
cum
Tk.
9,167.00
04.9
Brick works with 241 mm x 114 mm x 70 mm size 3 hole machine made reinforced
klinker facing bricks having uniform colour carefully laid in cement sand (F.M.1.2)
mortar (1:4) in superstructure with uniform width and depth of joints, true to vertical and
horizontal lines including raking out joints, filling the interstices with mortar, cleaning and
soaking bricks at least for 24 hours before use and washing and screening of sand,
necessary scaffolding, curing at least for 7 days and pointing with cement sand (F.M. 1.2)
mortar (1:2) including cost of water, electricity and other charges etc. all complete and
accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor
cum
Tk. 13,380.00
04.10
Extra cost shall be incorporated in the estimate for each additional floor for brick works
(item No.- 4.2 to 4.9)
04.10.1
Add for each additional floor up to 5th floor
cum
Tk.
171.00
04.10.2
Add for each additional floor from 6th floor to 9th floor
cum
Tk.
239.00
04.10.3
Add for each additional floor for 10th floor and above
cum
Tk.
273.00
04.11
Extra cost for brick-work for each additional meter (or part of meter) free height of
brick wall beyond 4 m from the respective floor in auditorium, go-down, overhead water
tank etc. as description of the item No. 4.2 to 4.9 including cost of water, electricity and
other charges etc. all complete and accepted by the Engineer-in-charge. (Extra cost shall
be incorporated in the estimate only when both sides of wall is uninterruptedly free beyond
4.0 meter)
cum
Tk.
174.00
04.12
Providing brick works for 200 mm x 100 mm facing in superstructure with 200 mm x
100 mm x 50 mm machine made klinker hard pressed facing bricks of approved
quality with cement sand (F.M. 1.2) mortar (1:4), including racking out joints, cutting the
bricks to required size wherever necessary including high class recessed pointing,
cleaning and soaking the bricks at least for 24 hours before use and washing and
screening of sand, necessary scaffolding, curing at least for 7 days for all floors up to 4th
floor including cost of water, electricity and other charges etc. all complete and accepted
by the Engineer-in-charge. (100x200 mm face should be placed for facing). (Cement:
CEM-II/A-M) In ground floor
sqm
Tk.
1,703.00
BRICK WORKS, PATENT STONE IN FLOOR AND FANCY SCREEN BLOCK WORKS
Item No.
PWD SoR 2018 for Civil Works
80
Description of Item
Unit
Unit Rate
04.13
Providing brick works for 200 mm x 50 mm facing in superstructure with 200 mm x
50 mm x 50 mm machine made hard pressed klinker facing red or maroon strips of
approved quality with 20 mm thick cement sand (F.M.1.2) mortar (1:4), 10 mm thick
cement mortar in adjacent sides including racking out joints and cutting the bricks to
required sizes wherever necessary with high class recessed pointing, cleaning and
soaking the bricks for at least 24 hours before use and washing of sand, necessary
scaffolding, curing at least for 7 days for all floors up to 4th floor including cost of water,
electricity and other charges etc. all complete and accepted by the Engineer-in-charge.
(Cement: CEM-II/A-M) In ground floor
sqm
Tk.
2,401.00
04.14
Providing clay wall tile facing strips (water absorption ratio below 4.5%) in
superstructure with machine made hard pressed klinker facing strips of approved
quality with 20 mm thick cement sand (F.M.1.2) mortar (1:3) in adjacent side wall, column,
drop wall etc. and racking out joints, cutting to required sizes wherever necessary with
high class recessed pointing, cleaning and soaking at least for 24 hours before use
washing and screening of sand and necessary scaffoldings, curing at least 7 days
including cost of water, electricity and other charges etc. all complete and accepted by the
Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor.
04.14.1
With 200 mm x 62 mm x 16.51 mm red strip
sqm
Tk.
2,313.00
04.14.2
With 200 mm x 62 mm x 12.7 mm beige strip
sqm
Tk.
2,542.00
04.14.3
With 200 mm x 62 mm x 8.9 mm red strip
sqm
Tk.
2,121.00
04.14.4
With 241 mm x 70 mm x 12.7 mm red strip
sqm
Tk.
2,585.00
04.14.5
With 241 mm x 70 mm x 12.7 mm matt glazed textured strip
sqm
Tk.
3,006.00
04.15
125 mm brick work with first class bricks with cement sand (F.M. 1.2) mortar (1:6) and
making bond with connected walls including necessary scaffolding, raking out joints,
cleaning and soaking the bricks for at least 24 hours before use and washing of sand,
curing at least for 7 days in all floors including cost of water, electricity and other charges
etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In
ground floor
sqm
Tk.
917.00
04.16
125 mm brick works with first class bricks with cement sand (F.M. 1.2) mortar (1:4)
and making bond with connected walls including necessary scaffolding, raking out joints,
cleaning and soaking the bricks for at least 24 hours before use and washing of sand,
curing at least for 7 days in all floors including cost of water, electricity and other charges
etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In
ground floor
sqm
Tk.
948.00
04.17
Exposed 125 mm thick pointing ornamental brick work with sorted out first class
bricks with cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls
including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at
least 24 hours before use and washing of sand, curing at least for 7 days in all floors
including cost of water, electricity and other charges etc. all complete and accepted by the
Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor
sqm
Tk.
1,155.00
04.18
Exposed 125 mm thick pointing ornamental brick work with automatic machine
made first class bricks with cement sand (F.M. 1.2) mortar (1:4) and making bond with
connected walls including necessary scaffolding, raking out joints, cleaning and soaking
the bricks for at least 24 hours before use and washing of sand, curing at least for 7 days
in all floors including cost of water, electricity and other charges etc. all complete and
accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor
sqm
Tk.
1,082.00
BRICK WORKS, PATENT STONE IN FLOOR AND FANCY SCREEN BLOCK WORKS
Item No.
PWD SoR 2018 for Civil Works
81
Description of Item
Unit
Unit Rate
04.19
Providing 125 mm thick brick work in superstructure (partition walls) with cement
sand (F.M. 1.2) mortar (1:4) with 10 hole machine made ceramic bricks of approved
size having uniform colour, carefully laid in cement mortar of uniform width & depth of
joints, true to vertical and horizontal lines including racking out joints, filling the interstices
with same mortar, making bond with connected walls, cleaning, soaking brick at least 24
hours and washing of sand, curing 7 days in all floors, including cost of water, electricity
and other charges accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground
floor
sqm
Tk.
1,634.00
04.20
Fancy screen work with different size hollow machine made design blocks of uniform
colour, carefully laid in cement sand (F.M. 1.2) mortar (1:3) in all floors in wall with uniform
mortar joints, true to vertical and horizontal line including racking out joints, cleaning and
soaking the blocks for minimum 24 hours before use including washing and screening of
sand, scaffolding, curing etc. complete in all respect including supply of all necessary
materials, cost of water, electricity and other charges accepted by the Engineer-in-charge.
(Cement: CEM-II/A-M)
04.20.1
With design block size: 114 mm x 114 mm x 114 mm or equivalent volume & design.
sqm
Tk.
4,079.00
sqm
Tk.
2,873.00
sqm
Tk.
2,639.00
sqm
Tk.
1,953.00
sqm
Tk.
2,167.00
sqm
Tk.
2,639.00
sqm
Tk.
2,062.00
In ground floor
04.20.2
With design block size: 140 mm x 140 mm x 102 mm or equivalent volume & design.
In ground floor
04.20.3
With design block size: 152 mm x 152 mm x 102 mm or 152 mm x 152 mm x 114 mm or
equivalent volume and design.
In ground floor
04.20.4
With design block size: 203 mm x 203 mm x 108 mm or equivalent volume and design.
In ground floor
04.20.5
With design block size: 203 mm x 121 mm x 102 mm or equivalent volume and design.
In ground floor
04.20.6
With design block size: 152 mm x 152 mm x 152 mm or equivalent volume and design.
In ground floor
04.20.7
With design block size: 241 mm x 114 mm x 70 mm or equivalent volume and design.
In ground floor
04.21
Extra cost shall be incorporated in the estimate for each additional floor for brick and
screen block works (item No.- 4.12 to 4.20)
04.21.1
Add for each additional floor up to 5th floor
sqm
Tk.
31.00
04.21.2
Add for each additional floor from 6th floor to 9th floor
sqm
Tk.
42.00
04.21.3
Add for each additional floor for 10th floor and above
sqm
Tk.
52.00
BRICK WORKS, PATENT STONE IN FLOOR AND FANCY SCREEN BLOCK WORKS
Item No.
Description of Item
PWD SoR 2018 for Civil Works
Unit
82
Unit Rate
04.22
Klinker paving brick works in floor or pavement with machine made pressed bricks of
approved quality with cement sand (F.M. 1.2) mortar (1:4) on minimum 12 mm thick
cement sand (F.M. 1.2) mortar (1:4) including raking out joints, cutting the bricks to
required size, soaking the same for 24 hours before use wherever necessary including
high class flush pointing in cement mortar (1:2), cleaning, curing at least for 7 days etc.
including washing and screening of sand, cost of water, electricity and other charges
complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)
04.22.1
100 mm thick flat brick pavement with 200 mm x 100 mm x 50 mm size klinker facing
bricks.
sqm
Tk.
2,740.00
04.22.2
50 mm thick brick on edge pavement with 200 mm x 100 mm x 50 mm klinker paving
bricks in 1:4 cement sand mortar having 200 mm x 100 mm face at top.
sqm
Tk.
1,620.00
04.22.3
50 mm thick brick pavement with 200 mm x 50 mm x 50 mm klinker facing bricks.
sqm
Tk.
2,315.00
04.23
125 mm thick brick pavement or flooring with first class brick on edge with cement
sand (F.M. 1.2) mortar (1:4) on minimum 12 mm thick cement sand (F.M. 1.2) mortar (1:4)
including cutting the bricks as per requirement, cleaning and racking out joints, finishing
with flush pointing with cement sand (F.M. 1.2) mortar (1:2) and curing for at least 7 days
etc. including cost of water, washing and screening of sand (F.M. 1.2), electricity and other
charges complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)
sqm
Tk.
1,079.00
04.24
125 mm thick brick pavement/flooring with 10 hole machine made ceramic bricks
with cement sand (F.M. 1.2) mortar (1:4) on minimum 12 mm thick cement sand (F.M. 1.2)
mortar (1:4) including cutting the bricks as per requirement, cleaning and racking out
joints, finishing with flush pointing with cement sand (F.M. 1.2) mortar (1:2) and curing for
at least 7 days etc. including cost of water, washing and screening of sand (F.M. 1.2),
electricity and other charges etc. all complete and accepted by the Engineer-in-charge.
(Cement: CEM-II/A-M)
sqm
Tk.
1,728.00
04.25
75 mm thick cement concrete (1:3:6) flooring with cement, best quality coarse sand
and 19 mm down graded picked jhama brick chips including breaking of chips, screening,
mixing, laying, compacting, washing and screening of sand (F.M 1.2) and curing at least
for 7 days etc. including cost of water, electricity and other charges etc. all complete and
accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)
sqm
Tk.
507.00
04.26
25 mm thick artificial patent stone (1:2:4) flooring with cement, best quality coarse
sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best
quality local sand of FM 1.2) and 12 mm down well graded brick chips including breaking
chips, screening, laying the concrete in alternate panels, compacting and finishing the top
with neat cement and curing at least for 7 days in all floors including cost of water,
electricity and other charges etc. all complete and accepted by the Engineer-in-charge.
(Cement: CEM-II/A-M) In ground floor
sqm
Tk.
372.00
04.27
38 mm thick artificial patent stone (1:2:4) flooring with cement, best quality coarse
sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best
quality local sand of FM 1.2) and 12 mm down well graded brick chips including breaking
chips, screening, laying the concrete in alternate panels, compacting and finishing the top
with neat cement and curing at least for 7 days in all floors including cost of water,
electricity and other charges etc. all complete and accepted by the Engineer-in-charge.
(Cement: CEM-II/A-M) In ground floor
sqm
Tk.
468.00
BRICK WORKS, PATENT STONE IN FLOOR AND FANCY SCREEN BLOCK WORKS
Item No.
PWD SoR 2018 for Civil Works
83
Description of Item
Unit
04.28
25 mm thick artificial patent stone (1:2:4) flooring with cement, best quality coarse
sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best
quality local sand of FM 1.2) and 12 mm down well graded stone chips, laying the
concrete in alternate panels, compacting and finishing the top with neat cement and curing
at least for 7 days in all floors including cost of water, electricity and other charges etc. all
complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor
sqm
Tk.
450.00
04.29
38 mm thick artificial patent stone (1:2:4) flooring with cement, best quality coarse
sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best
quality local sand of FM 1.2) and 12 mm down well graded stone chips, laying the
concrete in alternate panels, compacting and finishing the top with neat cement and curing
at least for 7 days in all floors including cost of water, electricity and other charges etc. all
complete and accepted by the Engineer-in-charge. Cement: (CEM-II/A-M) In ground floor
sqm
Tk.
583.00
04.30
25 mm thick artificial patent stone (1:1.5:3) flooring with cement, best quality coarse
sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best
quality local sand of FM 1.2) and 12 mm down well graded stone chips, laying the
concrete in alternate panels, compacting and finishing the top with neat cement and curing
at least for 7 days in all floors including cost of water, electricity and other charges etc. all
complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor
sqm
Tk.
467.00
04.31
38 mm thick artificial patent stone (1:1.5:3) flooring with cement, best quality coarse
sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best
quality local sand of FM 1.2) and 12 mm down well graded stone chips, laying the
concrete in alternate panels, compacting and finishing the top with neat cement and curing
at least for 7 days in all floors including cost of water, electricity and other charges etc. all
complete and accepted by the Engineer-in-charge.(Cement: CEM-II/A-M) In ground floor
sqm
Tk.
609.00
04.32
Extra cost shall be incorporated in the estimate for each additional floor for patent stone
works.
04.32.1
Add for each additional floor up to 5th floor
sqm
Tk.
31.00
04.32.2
Add for each additional floor from 6th floor to 9th floor
sqm
Tk.
42.00
04.32.3
Add for each additional floor for 10th floor and above
sqm
Tk.
52.00
………………….. END OF DIVISION FOUR …………………..
Unit Rate
PWD SoR 2018 for Civil Works
MOSAIC WORKS
84
DIVISION 05 : MOSAIC WORKS
Item No.
Description of Item
Unit
Unit Rate
05.1
10 mm thick finished and 12.5 mm laying thickness cast in situ mosaic work on floor
with one part of 10 mm machine crushed well graded dust free and properly washed
marble chips and one part of mixture containing white cement / grey cement including
preparation of mix. and laying the same over minimum 25 mm thick artificial patent stone
flooring with brick chips (1:2:4) including making suitable panel, compacting, curing at
least for 7 days, cutting with pumice stone (No. 40, No. 80, No.120) /cutting with mosaic
cutting machine and finishing with minar stone and spreading oxalic acid including
breaking of brick chips, screening, washing mosaic chips and supply of all necessary
materials and water, electricity and other charges in all respect and accepted by the
Engineer-in-charge. (Cement: CEM-II/A-M)
05.1.1
With Indian chips and glass strip using 100% white cement
In ground floor
sqm
Tk.
1,770.00
05.1.2
With Indian chips and glass strip using 100% grey cement
In ground floor
sqm
Tk.
1,470.00
05.1.3
With Pakistani chips and glass strip using 100% white cement
In ground floor
sqm
Tk.
1,802.00
05.1.4
With Pakistani chips without glass strip using 100% grey cement
In ground floor
sqm
Tk.
1,272.00
05.1.5
With Indian chips without glass strip using 100% grey cement
In ground floor
sqm
Tk.
1,315.00
05.1.6
With Pakistani chips without glass strip using 100% white cement
In ground floor
sqm
Tk.
1,566.00
05.2
12 mm thick finished and laying thickness 14.5 mm cast in situ mosaic work on floor
with one part of 10 mm machine crushed well graded dust free and properly washed
marble chips and one part of mixture containing 100% white cement including preparation
of mix and laying the same over minimum 25 mm thick artificial patent stone flooring with
brick-chips (1:2:4) including making suitable panel, compacting, curing at least for 7 days,
cutting with pumice stone (No. 40, No. 80, No. 120)/ cutting with mosaic cutting machine
and finishing with minar stone including breaking of brick chips, screening, spreading
oxalic acid, washing of mosaic chips and supply of all necessary materials and water,
electricity and other charges in all respect and accepted by the Engineer-in-charge.
(Cement: CEM-II/A-M)
05.2.1
With Indian chips and glass strip
In ground floor
sqm
Tk.
1,855.00
05.2.2
With Pakistani chips and glass strip
In ground floor
sqm
Tk.
1,892.00
05.2.3
With Indian chips without glass strip
In ground floor
sqm
Tk.
1,620.00
05.2.4
With Pakistani chips without glass strip
In ground floor
sqm
Tk.
1,656.00
PWD SoR 2018 for Civil Works
MOSAIC WORKS
Item No.
Description of Item
Unit
85
Unit Rate
05.3
10 mm thick finished and laying thickness 12.5 mm silver grey cast in situ mosaic work
on floor with one part of 10 mm machine crushed well graded, dust free and properly
washed marble chips and one part of mixture containing white cement and grey cement in
proportion (1:1) including preparation of mix and laying the same over minimum 25 mm
thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable panel,
compacting, curing at least for 7 days, cutting with pumice stone (No. 40, No. 80, No. 120)
and finishing with minar stone including breaking of brick chips, screening, washing of
mosaic chips and supply of all necessary materials including water, electricity and other
charges in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)
05.3.1
With Indian chips and glass strip
In ground floor
sqm
Tk.
1,623.00
05.3.2
With Pakistani chips and glass strip
In ground floor
sqm
Tk.
1,655.00
05.3.3
With Indian chips without glass strip
In ground floor
sqm
Tk.
1,387.00
05.3.4
With Pakistani chips without glass strip
In ground floor
sqm
Tk.
1,419.00
05.4
12 mm thick finished and laying thickness 14.5 mm silver grey cast in situ mosaic work
on floor with one part of 10 mm machine crushed well graded dust free and properly
washed marble chips and one part of mixture containing white cement and grey cement in
proportion (1:1) including preparation of mix and laying the same over minimum 25 mm
thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable
panels, compacting, curing at least for 7 days, cutting with pumice stone (No. 40. No. 80,
No. 120) and finishing with minar stone including breaking of brick chips, screening,
washing of mosaic chips and supply of all necessary materials and water, electricity and
other charges in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/AM)
05.4.1
With Indian chips and glass strip
In ground floor
sqm
Tk.
1,691.00
05.4.2
With Pakistani chips and glass strip
In ground floor
sqm
Tk.
1,727.00
05.4.3
With Indian chips without glass strip
In ground floor
sqm
Tk.
1,455.00
05.4.4
With Pakistani chips without glass strip
In ground floor
sqm
Tk.
1,491.00
05.5
10 mm thick finished and laying thickness 12.5 mm cast in situ mosaic work in wall with
one part of 10 mm machine crushed well graded dust free and properly washed marble
chips and one part of mixture containing 100% white cement including preparation of mix
and laying the same on 12 mm thick cement plaster (1:4) to wall including compacting,
curing at least for 7 days, cutting with pumice stone (No. 40, No. 80, No. 120), finishing the
corners and edges and also finishing with minar stone and supplying all necessary
materials including water, electricity and other charges in all respect and accepted by the
Engineer-in-charge. (Cement: CEM-II/A-M)
05.5.1
With Indian chips
In ground floor
sqm
Tk.
1,724.00
PWD SoR 2018 for Civil Works
MOSAIC WORKS
Item No.
Description of Item
05.5.2
With Pakistani chips
In ground floor
05.6
10 mm thick finished and laying thickness 12.5 mm silver grey cast in situ mosaic work
in wall with one part of 10 mm machine crushed well graded, dust free and properly
washed marble chips and one part of mixture containing white cement and grey cement in
proportion (1:1) including preparation of mix. and laying the same on 12 mm thick cement
plaster (1:4) to wall including compacting, curing at least for 7 days, cutting with pumice
stone (No. 40, No. 80, No 120) including finishing the corners and edges and also finishing
with minar stone and supplying all necessary materials and water, electricity and other
charges in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)
05.6.1
Unit
86
Unit Rate
sqm
Tk.
1,757.00
With Indian chips
In ground floor
sqm
Tk.
1,577.00
05.6.2
With Pakistani chips
In ground floor
sqm
Tk.
1,610.00
05.6.3
With Indian chips using 100% grey cement
In ground floor
sqm
Tk.
1,430.00
05.7
10 mm thick finished and laying thickness 12.5 mm coloured cast in situ mosaic work in
floor with one part of 10 mm machine crushed well graded, dust free and properly washed
marble chips and one part of mixture containing white and grey cement in proportion (9:1)
and necessary quantity of approved colouring materials including preparation of mix and
laying the same over min 25 mm thick artificial patent stone flooring with brick-chips (1:2:4)
including making suitable panel, compacting, curing at least for 7 days, cutting with pumice
stone (No. 40, No. 80, No. 120) and finishing with Minar stone including breaking of brick
chips, screening, washing of mosaic chips and supply of all necessary materials and
water, electricity and other charges in all respect and accepted by the Engineer-in-charge.
(Cement: CEM-II/A-M)
05.7.1
With Indian chips and glass strip
In ground floor
sqm
Tk.
1,842.00
05.7.2
With Pakistani chips and glass strip
In ground floor
sqm
Tk.
1,875.00
05.7.3
With Indian chips without glass strip
In ground floor
sqm
Tk.
1,387.00
05.7.4
With Pakistani chips without glass strip
In ground floor
sqm
Tk.
1,492.00
05.8
12 mm thick finished and laying thickness 14 mm coloured cast in situ mosaic work on
floor with one part of 10 mm machine crushed well graded, dust free and properly washed
marble chips and one part of mixture containing white cement and grey cement in
proportion (9:1) and necessary quantity of approved colouring materials including
preparation of mix and laying the same over minimum 25 mm thick artificial patent stone
flooring with brick-chips (1:2:4) including making suitable panel, compacting, curing at
least for 7 days, cutting with pumice stone (No. 40, No. 80, No. 120) and finishing with
minar stone including breaking of brick chips, screening, washing of mosaic chips and
supply of all necessary materials and water, electricity and other charges in all respect
and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)
PWD SoR 2018 for Civil Works
MOSAIC WORKS
Item No.
Description of Item
Unit
87
Unit Rate
05.8.1
With Indian chips and glass stripIn ground floor
sqm
Tk.
1,928.00
05.8.2
With Pakistani chips and glass strip
In ground floor
sqm
Tk.
1,965.00
05.8.3
With Indian chips without glass strip
In ground floor
sqm
Tk.
1,692.00
05.8.4
With Pakistani chips without glass strip
In ground floor
sqm
Tk.
1,729.00
05.9
10 mm thick finished and laying thickness 12.5 mm coloured cast in situ mosaic work in
walls with one part of 10 mm machine crushed well graded, dust free and properly
washed marble chips and one part of mixture containing white cement and grey cement in
proportion (9:1) and necessary quantity of approved colouring materials including
preparation of mix and laying the same on 12 mm thick cement sand (F.M. 1.2) plaster
(1:4) to walks including compacting, curing at least for 7 days, cutting with pumice stone
(No. 40, No. 80, No. 120) including finishing the corners and edges and also finishing with
minar stone and supply of all necessary materials etc. and water, electricity and other
charges complete in all respect and accepted by the Engineer-in-charge. (Cement: CEMII/A-M)
05.9.1
With Indian chips
In ground floor
sqm
Tk.
1,797.00
05.9.2
With Pakistani chips
In ground floor
sqm
Tk.
1,829.00
05.10
200 mm x 200 mm x 20 mm mosaic terrazzo tiles flooring having 10 mm thick finished
mosaic top with one part of 10 mm machine crushed well graded dust free and properly
washed marble chips and one part of mixture containing white cement and grey cement
in 9:1 proportion pressed on 12 mm thick cement sand (F.M. 1.2 and 2.5 by 50% each)
mortar (1:2) base including preparing the base; finally, setting the tiles on 40 mm thick
cement sand (F.M.1.2 and 2.5 by 50% each) mortar (1:3) including compacting, cutting
with pumice stone (No. 40, No. 80, No. 120) and finishing the corners and edges and also
finishing with minar stone including screening, washing mosaic chips and supply of all
necessary materials etc. and water, electricity and other charges complete in all respect
and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)
05.10.1
200 mm x 200 mm x 20 mm (finished) mosaic terrazzo tiles flooring with Indian chips
In ground floor
sqm
Tk.
1,653.00
05.10.2
200 mm x 200 mm x 20 mm (finished) mosaic terrazzo tiles flooring with Pakistani chips
In ground floor
sqm
Tk.
1,684.00
05.11
Extra cost shall be incorporated in the estimate for mosaic and terrazzo tiles work above
ground floor (item no.- 5.1 to 5.10).
05.11.1
Add for each additional floor up to 5 th floor
sqm
Tk.
10.00
05.11.2
Add for each additional floor for 6th to 9th floor
sqm
Tk.
21.00
05.11.3
Add for each additional floor for 10th floor and above
sqm
Tk.
31.00
………………….. END OF DIVISION FIVE …………………..
PWD SoR 2018 for Civil Works
TILES, MARBLE STONE AND GRANITE STONE WORKS
88
DIVISION 06: TILES, MARBLE STONE AND GRANITE STONE WORKS
Item No.
Description of Item
Unit
Unit Rate
06.1
Supplying, fitting and fixing country made GP(Gress Porcellanto) - glazed or unglazed
homogeneous floor tiles complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%,
modulus of rupture (MOR) ≥ 27 N/mm2, irrespective of color &/or design, with cement
sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including
cutting and laying the tiles in proper way and finishing with care etc. all complete and
accepted by the Engineer-in-charge. (Cement: CEM-II/A-M). In ground floor
06.1.1
GP (homogeneous) 300 mm x 300 mm floor tiles
sqm
Tk.
1,526.00
06.1.2
GP (homogeneous) 400 mm x 400 mm floor tiles
sqm
Tk.
1,663.00
06.2
Supplying, fitting and fixing country made mirror polished homogeneous floor tiles
complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%, modulus of rupture
(MOR) ≥ 27 N/mm2, irrespective of color &/or design, with cement sand (F.M. 1.2)
mortar (1:4) base and raking out the joints with white cement including cutting and laying
the tiles in proper way and finishing with care etc. all complete and accepted by the
Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor
06.2.1
GP (mirror polished) 400 mm x 400 mm floor tiles
sqm
Tk.
1,799.00
06.2.2
GP (mirror polished) 500 mm x 500 mm floor tiles
sqm
Tk.
1,935.00
06.2.3
GP (mirror polished) 600 mm x 600 mm floor tiles
sqm
Tk.
2,072.00
06.2.4
GP (mirror polished) 800 mm x 800 mm floor tiles
sqm
Tk.
2,208.00
06.2.5
GP (mirror polished) 600 mm x 900 mm floor tiles
sqm
Tk.
2,509.00
06.2.6
GP (mirror polished) 600 mm x 1200 mm floor tiles
sqm
Tk.
2,959.00
06.3
Supplying, fitting and fixing country made homogeneous matt finished/ rustic floor
tiles complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%, modulus of rupture
(MOR) ≥ 27 N/mm2, irrespective of color &/or design, with cement sand (F.M. 1.2)
mortar (1:4) base and raking out the joints with white cement including cutting and laying
the tiles in proper way and finishing with care etc. all complete and accepted by the
Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor
06.3.1
Matt or rustic floor tiles of size 400 mm x 400 mm and below
sqm
Tk.
1,894.00
06.3.2
Matt or rustic floor tiles of size 600 mm x 600 mm and below
sqm
Tk.
2,113.00
06.4
Supplying, fitting and fixing foreign (China or equivalent) made polished pocelain/
mirror polished homogeneous floor tiles complying BDS ISO 13006: 2015, water
absorbtion ≤ 0.5%, modulus of rupture (MOR) ≥ 35 N/mm 2, irrespective of color &/or
design, with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white
cement including cutting and laying the tiles in proper way and finishing with care etc. all
complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor
06.4.1
Polish pocelain/ mirror polished 600 mm x 600 mm floor tiles
sqm
Tk.
2,413.00
06.4.2
Polished pocelain/ mirror polished 800 mm x 800 mm floor tiles
sqm
Tk.
2,754.00
PWD SoR 2018 for Civil Works
TILES, MARBLE STONE AND GRANITE STONE WORKS
Item No.
Description of Item
Unit
89
Unit Rate
06.4.3
Polished pocelain/ mirror polished 600 mm x 1200 mm floor tiles
sqm
Tk.
4,801.00
06.4.4
Polished pocelain/ mirror polished 1000 mm x 1000 mm floor tiles
sqm
Tk.
6,166.00
06.4.5
Polished pocelain/ mirror polished 1200 mm x 1200 mm floor tiles
sqm
Tk.
7,531.00
06.5
Supplying, fitting and fixing foreign (China or equivalent) made homogeneous matt
finished/ rustic floor tiles complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%,
modulus of rupture (MOR) ≥ 27 N/mm2, irrespective of color &/or design, with cement
sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including
cutting and laying the tiles in proper way and finishing with care etc. all complete and
accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor
06.5.1
Matt or rustic floor tiles of size 600 mm x 600 mm
sqm
Tk.
3,027.00
06.6
Supplying, fitting and fixing country made glazed wall tiles complying BDS ISO 13006:
2015, irrespective of color &/or design, with 20 mm thick cement sand (F.M. 1.2) mortar
(1:3) base and raking out the joints with white cement including cutting, laying and hire
charge of machine and finishing with care etc. including cost of water, electricity and other
charges complete in all respect and accepted by the Engineer-in-charge. (Cement: CEMII/A-M). In ground floor
06.6.1
Wall tiles less than, equal or equivalent to 250 mm x 330 mm in sizes
sqm
Tk.
1,271.00
06.6.2
Wall tiles more than 250 mm x 330 mm & less than or equal to 250 mm x 400 mm in sizes
sqm
Tk.
1,571.00
06.6.3
Wall tiles more than 250 mm x 400 mm & less than or equal to 300 mm x 600 mm in sizes
sqm
Tk.
1,817.00
06.6.4
Decor wall tiles of any size
sqm
Tk.
2,090.00
06.6.5
Border wall tiles of any size
sqm
Tk.
4,410.00
06.7
Supplying, fitting and fixing country made rustic or matt finished wall tiles complying
BDS ISO 13006: 2015, irrespective of color &/or design, with 20 mm thick cement sand
(F.M. 1.2) mortar (1:3) base and raking out the joints with white cement including cutting,
laying and hire charge of machine and finishing with care etc. including water, electricity
and other charges complete in all respect and accepted by the Engineer-in-charge.
(Cement: CEM-II/A-M). In ground floor
06.7.1
Matt or rustic wall tiles less than or equal to 300 mm x 600 mm size
sqm
Tk.
1,954.00
06.8
Supplying, fitting and fixing foreign (China or equivalent) made glazed wall tiles
complying BDS ISO 13006: 2015, irrespective of color &/or design, with 20 mm thick
cement sand (F.M. 1.2) mortar (1:3) base and raking out the joints with white cement
including cutting, laying and hire charge of machine and finishing with care etc. including
water, electricity and other charges complete in all respect and accepted by the Engineerin-charge. (Cement: CEM-II/A-M). In ground floor
06.8.1
Glazed wall tiles 300 mm x 600 mm in sizes along with maching floor tiles, decor and
border (if any)
sqm
Tk.
2,772.00
PWD SoR 2018 for Civil Works
TILES, MARBLE STONE AND GRANITE STONE WORKS
Item No.
Description of Item
06.9
Supplying, fitting and fixing foreign (China or equivalent) made rustic or matt finished
wall tiles complying BDS ISO 13006: 2015, irrespective of color &/or design, with 20
mm thick cement sand (F.M. 1.2) mortar (1:3) base and raking out the joints with white
cement including cutting, laying and hire charge of machine and finishing with care etc.
including water, electricity and other charges complete in all respect and accepted by the
Engineer-in-charge. (Cement: CEM-II/A-M). In ground floor
06.9.1
Matt or rustic wall tiles 300 mm x 600 mm in sizes along with matching floor tiles, decor
and border titles (if any)
06.10
Supplying, fitting and fixing country made GP homogeneous stair tiles having non
skidding offsets, complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%,
modulus of rupture (MOR) ≥ 27 N/mm2, irrespective of color &/or design, with cement
sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including
cutting and laying the tiles in proper way and finishing with care etc. all complete and
accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor
06.10.1
Unit
90
Unit Rate
sqm
Tk.
2,772.00
Glazed stair tiles having size of width 250 mm to 300 mm and length 300 mm
sqm
Tk.
1,553.00
06.10.2
Glazed stair tiles having size of width 250 mm to 300 mm and length 325 mm to 600 mm
sqm
Tk.
2,004.00
06.11
Supplying, fitting and fixing country made rustic or matt finished stair tiles complying
BDS ISO 13006: 2015, water absorbtion ≤ 0.5%, modulus of rupture (MOR) ≥ 27
N/mm2, irrespective of color &/or design, with 20 mm thick cement sand (F.M. 1.2)
mortar (1:3) base and raking out the joints with white cement including cutting, laying and
hire charge of machine and finishing with care etc. including water, electricity and other
charges complete in all respect and accepted by the Engineer-in-charge. (Cement: CEMII/A-M). In ground floor
06.11.1
Rustic stair tiles of size 300 mm x 600 mm
sqm
Tk.
1,935.00
06.12
Supplying, fitting and fixing foreign (China or equivalent) made GP homogeneous stair
tiles having non skidding offsets, complying BDS ISO 13006: 2015, water absorbtion
≤ 0.5%, modulus of rupture (MOR) ≥ 27 N/mm 2, irrespective of color &/or design,
with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement
including cutting and laying the tiles in proper way and finishing with care etc. all complete
and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor
06.12.1
Glazed stair tiles of size 300 mm x 600 mm
sqm
Tk.
2,072.00
06.13
Supplying, fitting and fixing foreign (China or equivalent) made rustic or matt finished
stair tiles complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%, modulus of
rupture (MOR) ≥ 27 N/mm2, irrespective of color &/or design, with 20 mm thick cement
sand (F.M. 1.2) mortar (1:3) base and raking out the joints with white cement including
cutting, laying and hire charge of machine and finishing with care etc. including water,
electricity and other charges complete in all respect and accepted by the Engineer-incharge. (Cement: CEM-II/A-M). In ground floor
06.13.1
Rustic stair tiles of size 300 mm x 600 mm
sqm
Tk.
2,004.00
06.14
Supplying, fitting and fixing country made floor tiles complying BDS ISO 13006: 2015,
water absorbtion ≤ 0.5%, modulus of rupture (MOR) ≥ 27 N/mm 2, irrespective of color
&/or design, with adhesives in full thickness of tiles, filler/tiles grout including cutting,
shaping, placing in proper level etc. all complete and accepted by the Engineer-in-charge.
In ground floor
PWD SoR 2018 for Civil Works
TILES, MARBLE STONE AND GRANITE STONE WORKS
Item No.
Description of Item
Unit
91
Unit Rate
06.14.1
GP glazed / unglazed homogenous floor tiles (400 mm x 400 mm)
sqm
Tk.
1,864.00
06.14.2
GP glazed / unglazed homogenous floor tiles (300 mm x 300 mm)
sqm
Tk.
1,273.00
06.14.3
GP mirror polished floor tiles (300 mm x 300 mm)
sqm
Tk.
1,341.00
06.14.4
GP mirror polished floor tiles (400 mm x 400 mm)
sqm
Tk.
1,546.00
06.14.5
GP mirror polished floor tiles (600 mm x 600 mm)
sqm
Tk.
1,819.00
06.14.6
GP mirror polished floor tiles (800 mm x 800 mm)
sqm
Tk.
1,956.00
06.14.7
GP mirror polished floor tiles (600 mm x 900 mm)
sqm
Tk.
2,256.00
06.15
Supplying, fitting and fixing foreign made (China or equivalent) floor tiles complying
BDS ISO 13006: 2015, water absorbtion ≤ 0.5%, modulus of rupture (MOR) ≥ 27 N/mm 2,
irrespective of color &/or design, with adhesives in full thickness of tiles, filler/tiles grout
including cutting, shaping, placing in proper level etc. all complete as direction of the
Engineer-in-charge. In ground floor
06.15.1
GP mirror polished floor tiles (600 mm x 600 mm)
sqm
Tk.
2,160.00
06.15.2
GP mirror polished floor tiles (800 mm x 800 mm)
sqm
Tk.
2,501.00
06.15.3
GP mirror polished floor tiles (600 mm x 1200 mm)
sqm
Tk.
4,548.00
06.16
Supplying, fitting and fixing 20mm to 25mm thick mchine made cement pavement tiles
having minimum compressive strength of 27 MPa, irrespective of color &/or design,
with 20 mm thick cement sand (F.M. 1.2) mortar (1:4) base and making the joints carefully
in true staight line including cutting, laying and hire charge of machine and finishing with
care etc. including water, electricity and other charges complete in all respect and
accepted by the Engineer-in-charge. (Cement: CEM-II/A-M). In ground floor
06.16.1
Pavement tiles of size 300 mm x 300 mm
sqm
Tk.
2,481.00
06.17
Supplying, fitting and fixing mchine made clay roof tiles with ridge tiles on RCC inclined
slab, irrespective of color &/or design, water absorbtion capacity <6% with 20 mm
thick cement sand (F.M. 1.2) mortar (1:3) base and making the joints carefully in true
staight line including cutting, laying and hire charge of machine and finishing with care etc.
including water, electricity and other charges complete in all respect and accepted by the
Engineer-in-charge. (Cement: CEM-II/A-M). In ground floor
06.17.1
Roof tiles of size 100 mm x 200 mm or equivalent (red colour)
sqm
Tk.
2,683.00
06.17.2
Roof tiles of size 125 mm x 170 mm to 200 mm x 200 mm or equivalent (red colour)
sqm
Tk.
3,171.00
06.17.3
Roof tiles of size 160 mm x 268 mm or equivalent (red colour)
sqm
Tk.
2,901.00
06.17.4
Roof tiles of size 225 mm x 300 mm or larger (red colour)
sqm
Tk.
2,983.00
06.17.5
Flower shaped roof tiles of size 175 mm x 175 mm or equivalent (red colour)
sqm
Tk.
3,832.00
06.17.6
Roof tiles of size 100 mm x 200 mm or equivalent (beige colour)
sqm
Tk.
2,751.00
06.17.7
Roof tiles of size 125 mm x170 mm to 200 mm x 200 mm or equivalent (beige colour)
sqm
Tk.
3,297.00
PWD SoR 2018 for Civil Works
TILES, MARBLE STONE AND GRANITE STONE WORKS
Item No.
Description of Item
Unit
92
Unit Rate
06.17.8
Roof tiles of size 225 mm x 300 mm or larger (beige colour)
sqm
Tk.
3,229.00
06.17.9
Flower shaped roof tiles of size 175 mm x 175 mm or equivalent (beige colour)
sqm
Tk.
3,993.00
06.17.10
Roof tiles of size 125 mm x 170 mm to 200 mm x 200 mm or equivalent (grey or black
colour)
sqm
Tk.
3,297.00
06.17.11
Flower shaped roof tiles of size 175 mm x 175 mm or equivalent (grey or black colour)
sqm
Tk.
4,348.00
06.18
Marble stone flooring with Indian standard quality (Bansowara/ Indian grey/ Indian pink
or equivalent) marble stone of approved quality, texture and size with 25 mm thick cement
sand (F.M. 1.2) mortar (1:2) including placing cement slurry below the stone, cutting the
marble stone to desired size, grinding and finishing the edges, setting in position in proper
level, filling the gaps with white cement and colouring pigments including supplying all
necessary equipments/materials and finishing the top by pumice stone and necessary
auxiliary materials and water, electricity and other charges complete in all respect and
accepted by the Engineer in charge. (Cement: CEM-II/A-M).
06.18.1
18 mm thick marble stone flooring
In ground floor
sqm
Tk.
7,325.00
06.18.2
16 mm thick marble stone flooring
In ground floor
sqm
Tk.
6,675.00
06.19
Marble stone flooring with Indian superior quality marble stone of approved quality,
texture and size with 25 mm thick cement sand (F.M. 1.2) mortar (1:2) including placing
cement slurry below the stone, cutting the marble stone to desired size, grinding and
finishing the edges, setting in position in proper level, filling the gaps with white cement
and colouring pigments including supplying all necessary equipments/materials and
finishing the top by pumice stone and necessary auxiliary materials and water, electricity
and other charges complete in all respect and accepted by the Engineer in charge.
(Cement: CEM-II/A-M)
06.19.1
18 mm thick marble stone flooring
In ground floor
sqm
Tk.
7,975.00
06.19.2
16 mm thick marble stone flooring
In ground floor
sqm
Tk.
6,935.00
06.20.1
Supplying and setting 12 mm thick Indian standard quality (Bansowara/ Indian grey/
Indian pink or equivalent) marble stone of approved quality, texture and size on wall with
12 mm thick cement sand (F.M. 1.2) mortar (1:2) including cutting and grinding the marble
stone slab/tile, setting in position keeping horizontal and vertical alignment correct, filling
the joints with white cement, cutting and grinding the top surface, finishing etc including
water, electricity and other charges complete in all respect and accepted by the Engineerin-charge. (Cement: CEM-II/A-M) In ground floor
sqm
Tk.
6,286.00
06.20.2
Supplying and setting 12 mm thick Indian superior quality marble stone of approved
quality, texture and size on wall with 12 mm thick cement sand (F.M. 1.2) mortar (1:2)
including cutting and grinding the marble stone slab/tile, setting in position keeping
horizontal and vertical alignment correct, filling the joints with white cement, cutting and
grinding the top surface, finishing etc including water, electricity and other charges
complete in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In
ground floor
sqm
Tk.
6,676.00
PWD SoR 2018 for Civil Works
TILES, MARBLE STONE AND GRANITE STONE WORKS
Item No.
93
Description of Item
Unit
Unit Rate
06.21.1
Marble stone flooring with 18mm thick Italian or equivalent marble stone of approved
quality, texture and size over 25 mm thick cement sand (F.M. 1.2) mortar (1:2) including.
placing cement slurry below the stone, cutting the marble stone to desired size, grinding
and finishing the edges, setting in position in proper level, filling the gaps with white
cement and colouring pigments including supplying all necessary equipments/materials
and finishing the top by pumice stone and necessary auxiliary materials and water,
electricity and other charges complete in all respect and accepted by the Engineer-incharge. (Cement: CEM-II/A-M). In ground floor.
sqm
Tk.
9,924.00
06.21.2
Supplying and setting 12 mm thick Italian or equivalent quality marble stone on wall of
approved quality, texture and size on wall with 12 mm thick cement sand (F.M. 1.2) mortar
(1:2) including cutting and grinding the marble stone slab/tile, setting in position keeping
horizontal and vertical alignment correct, filling the joints with white cement, cutting and
grinding the top surface, finishing etc including water, electricity and other charges
complete in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In
ground floor
Sqm
Tk.
9,276.00
06.22
Labour cost for making moulding in marble stone as per architectural drawing
including cutting, grinding, finishing, supplying necessary equipment etc. complete in all
respect and accepted by the Engineer in Charge. (Cement: CEM-II/A-M).
06.22.1
18 mm thick marble stone
meter
Tk.
387.00
06.22.2
16 mm thick marble stone
meter
Tk.
382.00
06.22.3
12 mm thick marble stone
meter
Tk.
331.00
06.23
Granite stone flooring with 18 mm thick Indian or equivalent granite stone of approved
quality, texture and size over 25 mm thick cement sand (F.M. 1.2) mortar (1:2) including
placing cement slurry below the stone, cutting the granite stone to desired size, grinding
and finishing the edges, setting in position in proper level. filling the gaps with white
cement and colouring pigments including supplying all necessary equipments/materials
and finishing the top by pumice stone and necessary auxiliary materials and water,
electricity and other charges complete in all respect and accepted by the Engineer-incharge. (Cement: CEM-II/A-M) In ground floor
sqm
Tk.
8,624.00
06.24
Granite stone flooring with 18 mm thick Italian or equivalent origin granite stone of
approved quality, texture and size over 25 mm thick cement sand (F.M. 1.2) mortar (1:2)
including. placing cement slurry below the stone, cutting the granite stone to desired size,
grinding and finishing the edges, setting in position in proper level, filling the gaps with
white cement and colouring pigments including supplying all necessary
equipments/materials and finishing the top by pumice stone and necessary auxiliary
materials and water, electricity and other charges complete in all respect and accepted by
the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor
sqm
Tk.
9,924.00
06.25
Supplying and setting 12 mm thick Indian or equivalent granite stone of approved
quality, texture and size on wall with 12 mm thick cement sand (F.M. 1.2) mortar (1:2)
including cutting and grinding the granite stone slab, setting in position keeping horizontal
and vertical alignment correct, filling the joints with white cement, cutting and grinding the
top surface, finishing etc including water, electricity and other charges complete in all
respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor
sqm
Tk.
6,676.00
PWD SoR 2018 for Civil Works
TILES, MARBLE STONE AND GRANITE STONE WORKS
Item No.
94
Description of Item
Unit
06.26
Supplying and setting 12 mm thick Italian or equivalent granite stone of approved
quality, texture and size on wall with 12 mm thick cement sand (F.M. 1.2) mortar (1:2)
including cutting and grinding the granite stone slab, setting in position keeping horizontal
and vertical alignment correct, filling the joints with white cement, cutting and grinding the
top surface, finishing etc including water, electricity and other charges complete in all
respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor
sqm
Tk.
7,976.00
06.27
Extra rate for each additional floor for tiles works
06.27.1
Add for each additional floor up to 5th floor
sqm
Tk.
10.00
06.27.2
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
21.00
06.27.3
Add for each additional floor for 10th floor and above
sqm
Tk.
31.00
06.28
Extra rate for each additional floor for marble and granite stone works
06.28.1
Add for each additional floor up to 5th floor
sqm
Tk.
15.00
06.28.2
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
27.00
06.28.3
Add for each additional floor for 10th floor and above
sqm
Tk.
35.00
………………….. END OF DIVISION SIX …………………..
Unit Rate
PWD SoR 2018 for Civil Works
REINFORCED CEMENT CONCRETE (RCC) WORKS
95
DIVISION 07: REINFORCED CEMENT CONCRETE (RCC) WORKS
Item No.
Description of Item
Unit
Unit Rate
RCC WORKS: 1:2:4 (measured on gross concrete section)
(f'c = 19 MPa, minimum f'cr = 24 MPa in nominal mix 1:2:4), with brick-chips
(Sand of F.M. 1.2 and F.M. 2.2 in equal proportion)
07.1
Reinforced cement concrete works with minimum cement content relates to mix ratio 1:2:4
having minimum f'cr = 24 MPa, satisfying a specified compressive strength f'c= 19 MPa at
28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM, cement
conforming to BDS EN-197-1-CEM-I, 52.5N (52.5 MPa) / ASTM-C 150 Type – I, best
quality sand [50% quantity of best local sand (F.M. 1.2) and 50% quantity of Sylhet sand
or coarse sand of equivalent F.M. 2.2] and 20 mm down well graded picked jhama brick
chips conforming to ASTM C-33 including breaking chips and screening, making and
placing shutter in position maintaining true to plumb, making shutter water-tight properly,
placing reinforcement in position; mixing in standard mixer machine with hopper fed by
standard measuring boxes or mixing in batching plant, casting in forms, compacting by
vibrator machine and curing at least for 28 days, removing centering-shuttering after
specified time approved; including cost of water, electricity, testing charges of materials
and cylinders as required, other charges etc. all complete, approved and accepted by the
Engineer-in-charge. (Rate is excluding the cost of reinforcement and its fabrication,
placing, binding etc. and the cost of shuttering & centering)
07.1.1
Individual & combined footing, pile cap, raft/mat, floor slab and foundation beam up to
plinth level
cum
Tk.
7,517.00
07.1.2
Pedestal, column, column capital, lift wall and wall up to ground floor
cum
Tk.
7,730.00
07.1.3
Floor / roof slab, T-beam, L-beam and rectangular beam, tie beam, lintel, stair case slab
and step etc. up to ground floor
cum
Tk.
7,602.00
07.1.4
Cornice, railing, drop wall, louver, fins, sunshade, false ceiling, waffle and ribbed floor slab
etc. up to ground floor
cum
Tk.
7,944.00
cum
Tk. 11,817.00
RCC WORKS: 1:2:4 (measured on gross concrete section)
(f 'c = 22 MPa, minimum f 'cr = 27 MPa in nominal mix 1:2:4), with stone chips
(100% sand of F.M. 2.2 )
07.2
Reinforced cement concrete works with minimum cement content relates to mix ratio 1:2:4
having minimum f'cr = 27 MPa, satisfying a specified compressive strength f'c = 22 MPa at
28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM, cement
conforming to BDS EN-197-1-CEM-I, 52.5N (52.5 MPa) / ASTM-C 150 Type – I, best
quality Sylhet sand or coarse sand of equivalent F.M. 2.2 and 20 mm down well graded
stone chips conforming to ASTM C-33, making and placing shutter in position maintaining
true to plumb, making shutter water-tight properly, placing reinforcement in position;
mixing in standard mixer machine with hopper fed by standard measuring boxes or mixing
in batching plant, casting in forms, compacting by vibrator machine and curing at least for
28 days, removing centering-shuttering after specified time approved; including cost of
water, electricity, testing charges of materials and cylinders as required, other charges etc.
all complete, approved and accepted by the Engineer-in-charge. (Rate is excluding the
cost of reinforcement and its fabrication, placing, binding etc. and the cost of shuttering &
centering)
07.2.1
Individual & combined footing, pile cap, raft/mat, floor slab and foundation beam up to
plinth level
PWD SoR 2018 for Civil Works
REINFORCED CEMENT CONCRETE (RCC) WORKS
Item No.
Description of Item
Unit
Unit Rate
96
07.2.2
Pedestals, column, column capital, lift wall and RCC wall up to ground floor
cum
Tk. 12,031.00
07.2.3
Floor / roof slab, T-beam, L-beam and rectangular beam, tie beam, lintel, stair case slab
and steps etc. up to ground floor
cum
Tk. 11,903.00
07.2.4
Cornice, railing, drop wall, louver, fins, sunshade, false ceiling, waffle and ribbed floor slab
etc. up to ground floor
cum
Tk. 12,243.00
RCC WORKS: 1:1.5:3 (measured on gross concrete section)
(f'c = 25MPa, minimum f'cr = 30 MPa in nominal mix 1 : 1.5 : 3), with stone chips
(100% sand of F.M. 2.2)
07.3
Reinforced cement concrete works with minimum cement content relates to mix ratio
1:1.5:3 having minimum f'cr = 30 MPa, satisfying a specified compressive strength f‟c = 25
MPa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM,
Cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5 MPa) / ASTM-C 150 Type – I,
best quality Sylhet sand or coarse sand of equivalent F.M. 2.2 and 20 mm down well
graded stone chips conforming to ASTM C-33, making and placing shutter in position and
maintaining true to plumb, making shutter water-tight properly, placing reinforcement in
position; mixing with standard mixer machine with hopper, fed by standard measuring
boxes or mixing in batching plant, casting in forms, compacting by vibrator machine and
curing at least for 28 days, removing centering-shuttering after specified time approved;
including cost of water, electricity, testing charges of materials and cylinders as required,
other charges etc. all complete, approved and accepted by the Engineer-in-charge. (Rate
is excluding the cost of reinforcement and its fabrication, placing, binding etc. and the cost
of shuttering & centering)
07.3.1
Individual & combined footing, pile cap, raft/mat, floor slab and foundation beam up to
plinth level
cum
Tk. 12,154.00
07.3.2
Pedestals, column, column capital, lift wall and RCC wall up to ground floor
cum
Tk. 12,367.00
07.3.3
Floor / roof slab, T-beam, L-beam and rectangular beam, tie beam, lintel, stair case slab
and steps etc. upto ground floor
cum
Tk. 12,240.00
07.3.4
Cornice, railing, drop wall, louver, fins, sunshade, false ceiling, waffle and ribbed floor slab
etc. up to ground floor
cum
Tk. 12,580.00
RCC WORKS : 1:1.25:2.5 (measured on gross concrete section)
(f'c = 32 MPa, minimum f'cr = 40 MPa in nominal mix 1 : 1.25 : 2.5) with stone chips
and admixture(high strength concrete) (100% sand of F.M. 2.2)
PWD SoR 2018 for Civil Works
REINFORCED CEMENT CONCRETE (RCC) WORKS
Item No.
Description of Item
Unit
Unit Rate
97
07.4
Reinforced cement concrete works with minimum cement content relates to mix ratio
1:1.25:2.5 having minimum f'cr = 40 MPa, satisfying a specified compressive strength f‟c =
32 MPa at 28 days on standard cylinders as per standard practice of Code
ACI/BNBC/ASTM, Cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5 MPa)/
ASTM-C 150 Type – I, and adding approved high range water reducing admixture of
complying specific type (generally be Type-G) under ASTM-C 494, best quality coarse
sand [Sylhet sand or coarse sand of equivalent F.M. 2.2], 20 mm down well graded
crushed stone chips conforming to ASTM C-33, including screening sand through proper
sieves, making and placing shutter in position and maintaining true to plumb, making
shutter water-tight properly, placing reinforcement in position; mixing with standard mixer
machine with hopper and fed by standard measuring boxes or mixing in batching plant,
casting in forms, compacting by vibrator machine and curing at least for 28 days, removing
centering-shuttering after specified time approved; including cost of water, electricity,
testing charges of materials and cylinders as required, other charges etc. all complete,
approved and accepted by the Engineer-in-charge. (Doses of admixture to be fixed in
consultation with design office) (Rate is excluding the cost of reinforcement and its
fabrication, placing, binding etc, admixture and the cost of shuttering & centering)
07.4.1
Individual & combined footing, pile cap, raft/mat, floor slab and foundation beam up to
plinth level
cum
Tk. 12,451.00
07.4.2
Padestal, column, column capital, lift wall and RCC wall up to ground floor
cum
Tk. 12,664.00
07.4.3
Floor / roof slab, T-beam, L-beam and rectangular beam, tie beam, lintel, stair case slab
and steps etc. up to ground floor
cum
Tk. 12,536.00
07.4.4
Cornice, railing, drop wall, louver, fins, sunshade, false ceiling, waffle and ribbed floor slab
etc. up to ground floor
cum
Tk. 12,877.00
RCC WORKS: 1:1:2 (measured on gross concrete section)
(f'c = 40 MPa, minimum f'cr = 49 MPa in nominal mix 1 : 1 : 2) with stone chips and
admixture (high strength concrete) (100% sand of F.M. 2.2)
07.5
Reinforced cement concrete works with minimum cement content relates to mix ratio 1:1:2
having minimum f'cr = 49 Mpa, satisfying a specified compressive strength f‟c = 40 MPa at
28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM,
Cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5 MPa) / ASTM-C 150 Type – I,
and adding approved high range water reducing admixture of complying specific type
(generally be Type-G) under ASTM-C 494, best quality coarse sand [Sylhet sand or
coarse sand of equivalent F.M. 2.2], 20 mm down well graded crushed stone chips
conforming to ASTM C-33, making and placing shutter in position and maintaining true to
plumb, making shutter water-tight properly, placing reinforcement in position; mixing with
standard mixer machine with hopper and fed by standard measuring boxes or mixing in
batching plant, casting in forms, compacting by vibrator machine and curing at least for 28
days, removing centering-shuttering after specified time approved; including cost of water,
electricity, testing charges of materials and cylinders required by engineer, other charges
etc. all complete approved and accepted by the Engineer-in-charge. (Doses of admixture
to be fixed in consultation with design office) (Rate is excluding the cost of reinforcement
and its fabrication, placing, binding etc, admixture and the cost of shuttering & centering)
07.5.1
Individual & combined footing, pile cap, raft/mat, floor slab and foundation beam up to
plinth level
cum
Tk. 12,920.00
07.5.2
Pedestal, column, column capital, lift wall and RCC wall upto ground floor
cum
Tk. 13,134.00
PWD SoR 2018 for Civil Works
REINFORCED CEMENT CONCRETE (RCC) WORKS
Item No.
Description of Item
Unit
Unit Rate
98
Fair-faced RCC WORKS: 1:1.5:3 (measured on gross concrete section)
(f'c = 25 MPa, minimum f'cr = 30 MPa in nominal mix 1:1.5:3)
(100% sand of F.M. 2.2)
07.6
Cast-in-place fair-faced concrete works with f'cr=30 Mpa and f'c=25 Mpa at 28 days on
standard cylinders by using 75% of OPC and 25% of white cement conforming to BDS
EN-197-1-CEM-I, 52.5N (52.5 MPa) / ASTM-C 150 Type – I, best quality Sylhet sand or
coarse sand of equivalent F.M. 2.2, 20 mm down and well graded stone chips conforming
to ASTM C-33 at mix ratio of 1:1.5:3, adding coloring pigment as per architectural design,
conforming to the standard practice of code ACI/BNBC/ASTM including screening sand
and chips through proper sieves, washing, making and placing shutter in position
maintaining true to plumb, making shutter water tight properly, placing reinforcement in
position, including pouring of concrete in form, compacting by vibrator machine and curing
at least for 28 days, removing centering-shuttering after specified time approved; including
cost of water, electricity, testing charges of materials and cylinders as required, other
charges etc. all complete, approved and accepted by the Engineer-in-charge. (Rate is
excluding the cost of reinforcement and its fabrication, placing, binding etc, and the cost of
shuttering & centering)
07.6.1
For column, wall, beam, slab, drop wall, cornice etc. up to ground floor
cum
Tk. 15,185.00
07.7
Extra rate for RCC works/fair-faced concrete works (materials, consumables and
laying/placing concrete) in column, column capital, lift wall & wall, T- beam, L-beam,
rectangular beams, floor / roof slab, cantilever slab, waffle slab and drop panels where the
free height of the structure exceeds 4 meter (rate is considered for each additional meter
height)
cum
Tk.
251.00
07.8
Extra rate for RCC work/fair-faced work in additional floor: concrete
07.8.1
Add for each additional floor up to 5th floor
cum
Tk.
108.00
07.8.2
Add for each additional floor for 6th floor to 9th floor
cum
Tk.
145.00
07.8.3
Add for each additional floor for 10th floor & above
cum
Tk.
181.00
FORM WORK (Steel)
07.9
Centering and shuttering, including strutting, propping etc. (The formwork must be
rigid enough both in and out of plane, to make the concrete surface true to the designed
shape and size by using necessary MS sheets of minimum 16 BWG, angles of minimum
size 40 mm x 40 mm x 5 mm, flat bars etc.) and removal of form for:
07.9.1
Individual and combined footing
sqm
Tk.
438.00
07.9.2
In raft/mat/floor slab up to plinth level
sqm
Tk.
434.00
07.9.3
Foundation beam
sqm
Tk.
380.00
07.9.4
Pedestal, column, column capital, lift wall and wall up to ground floor
sqm
Tk.
408.00
07.9.5
Tie beam and lintel: ground floor
sqm
Tk.
419.00
07.9.6
T-beam, L-beam and rectangular beam etc up to ground floor
sqm
Tk.
455.00
07.9.7
Floor and roof slab up to ground floor
sqm
Tk.
532.00
PWD SoR 2018 for Civil Works
REINFORCED CEMENT CONCRETE (RCC) WORKS
Item No.
99
Description of Item
Unit
Unit Rate
07.9.8
Cornice, railing, drop walls, louver, fins etc.: ground floor
sqm
Tk.
387.00
07.9.9
Sunshade, false ceiling: ground floor
sqm
Tk.
438.00
07.9.10
Stair case slab and steps up to ground floor
sqm
Tk.
437.00
07.9.11
Waffle or ribbed floor upto ground floor
sqm
Tk.
578.00
07.9.12.1
Arches, domes, vaults up to 8m span (for single use)
sqm
Tk.
1,830.00
07.9.12.2
Arches, domes, vaults up to 8 m span (for 2-times use)
sqm
Tk.
1,281.00
07.9.12.3
Arches, domes, vaults up to 8 m span (for 3-times use)
sqm
Tk.
915.00
07.9.12.4
Arches, domes, vaults up to 8 m span (for more than 3-times use)
sqm
Tk.
641.00
07.10
Extra rate for arches, domes, vaults exceeding 8 m span
sqm
Tk.
458.00
07.11
Extra rate for shuttering in circular work
sqm
Tk.
91.00
07.12
Extra rate for additional height in centering, shuttering where ever required with adequate
bracing, propping etc. over a height of 4.0 m, for every additional height of 1 metre or part
thereof.
sqm
Tk.
45.00
07.13
Extra rate for formwork/shuttering in additional floor
07.13.1
Add for each addl. floor up to 5th floor
sqm
Tk.
41.00
07.13.2
Add for each addl. floor for 6th floor to 9th floor
sqm
Tk.
61.00
07.13.3
Add for each addl. floor for 10th floor & above
sqm
Tk.
82.00
07.14
Extra rate of formwork for making ‘fair-faced’ surface of the concrete as per design,
drawing and direction of Engineer-in-charge. (The formwork must be rigid enough both in
and out of plane, to make the concrete surface true to the designed shape and size by
using necessary MS sheets of minimum 10 BWG, angles of minimum size 50 mm x 50
mm x 6 mm, flat bars, formwork releasing agent etc.)
sqm
Tk.
382.00
FORMWORK (Wooden) for boundary wall, gate, centry post etc.
07.15
Centering and shuttering, including strutting, propping etc. and removal of form for:
07.15.1
Individual and combined footings
sqm
Tk.
399.00
07.15.2
Foundation beam
sqm
Tk.
381.00
07.15.3
Padestals, column, wall
sqm
Tk.
429.00
07.15.4
Tie beam & lintels
sqm
Tk.
417.00
07.15.5
T-beam, L-beam and rectangular beam
sqm
Tk.
414.00
07.15.6
Floor & roof slab
sqm
Tk.
456.00
07.15.7
Cornice, railing, drop wall, louver, fins etc.
sqm
Tk.
370.00
PWD SoR 2018 for Civil Works
REINFORCED CEMENT CONCRETE (RCC) WORKS
Item No.
Description of Item
Unit
100
Unit Rate
07.15.8
Sunshade, false ceiling
sqm
Tk.
399.00
07.15.9
Stair case slab and steps upto ground floor
sqm
Tk.
387.00
07.16
Supply and use of specified type chemical admixture delivered from an authorized local
agent or manufacturer, complying with the ASTM C-494 requirements; conforming the
current compliance of the admixture to specification requirements like physical properties,
uniformity and equivalence in composition etc.; performance (water content, fresh
concrete setting time and compressive strength) requirements, delivered in sealed watertight containers confirming plainly marked product name & type under this specification,
net weight and /or volume, manufacturing and expiry date, non aggressiveness to
environment, aggregates and metals in concrete etc. and mixing the admixture in non prestressed cement concrete mixture in the field in accordance with manufacturers
recommendation and instruction; providing safety provisions in all respects etc. all
complete as per instruction and approved by the Engineer-in-charge. Dose (quantity in
mililitres per 50 kg bag cement) and brand/origin/ manufacturer with respect to particular
brand of cement and particular stock of aggregates and method of use to be determined
by mix design / trial mix at the cost of contractor and approved by the Engineer.
(Use of admixture is subjected to prior approval of design office)
07.16.1
Supply and use of water reducing chemical admixture in concrete, complying ASTM C494 Type - A of approved brand / origin / manufacturer and supplied by only
manufacturer's authorised dealer with certificate of origin. The admixture is to reduce
quantity of mixing water required for normal workability and to maintain low water-cement
(W/C) ratio, for improved concrete quality ensuarance.
liter
Tk.
193.00
07.16.2
Supply and use of retarding chemical admixture in concrete, complying ASTM C-494
Type - B of approved brand/origin/manufacturer and supplied by only manufacturer‟s
authorised dealer with certificate of origin. The admixture for retarding setting time of
concrete, there by reducing shrinkage in concrete specially for concrete laid in thick layers
and intended delayed construction for improved construction joints, re-concreting etc.
liter
Tk.
169.00
07.16.3
Supply and use of accelerating chemical admixture in concrete, complying ASTM C-494
Type - C of approved brand/origin/manufacturer and supplied by only manufacturer's
authorised dealer with certificate of origin. An admixture that is to accelerate the setting
time and early strength gain of concrete.
liter
Tk.
151.00
07.16.4
Supply and use of water-reducing and retarding chemical admixture in concrete,
complying ASTM C-494 Type - D of approved brand/origin/manufacturer and supplied by
only manufacturer's authorised dealer with certificate of origin. The admixture to reduce
the quantity of mixing water required to produce concrete of given consistency, i.e. low
water-cement (W/C) ratio and intend to retard setting time of concrete, specially for
layered, thick laid concrete etc.
liter
Tk.
278.00
07.16.5
Supply and use of water-reducing and accelerating chemical admixture in concrete,
complying ASTM C-494 Type - E of approved brand/origin/manufacturer and supplied by
only manufacturer's authorised dealer with certificate of origin. The admixture to reduce
the quantity of mixing water required to produce concrete of given consistency, i.e. low
water-cement (W/C) ratio and intend to accelerate setting time of concrete, and early
strength gain in concrete etc.
liter
Tk.
217.00
07.16.6
Supply and use of water-reducing high range chemical admixture in concrete,
complying ASTM C-494 Type - F of approved brand/origin/manufacturer and supplied by
only manufacturer's authorised dealer with certificate of origin. The admixture required to
produce concrete of consistency by 12% or greater (flowing concrete) and for higher
strength of concrete.
liter
Tk.
290.00
PWD SoR 2018 for Civil Works
REINFORCED CEMENT CONCRETE (RCC) WORKS
Item No.
101
Description of Item
Unit
Unit Rate
07.16.7
Supply and use of water-reducing high range and retarding chemical admixture in
concrete, complying ASTM C-494 Type - G of approved brand/origin/manufacturer and
supplied by only manufacturer's authorised dealer with certificate of origin. The admixture
required to produce concrete of consistency by 12% or greater (flowing concrete) and for
higher strength of concrete and intend to retard setting time of concrete.
liter
Tk.
205.00
07.17
Supply and use of best quality pliable, cold applied pre-formed self adhesive
rubberized/ bituminous water proofing membrane of approved brand / origin /
manufacturer from an authorized local agent or manufacturer having minimum thickness
1.5 mm, lined with 2 ply cross laminated high density polyethylene film performances and
properties all conforming to ASTM standards and laying, placing, fixing on made up firm
and dry surfaces free from hollows, sharp protrusions, contaminates etc. laid over-lap by
at least 75 mm along the edges and 125 mm at ends ensuring good initial bond with the
surfaces all complete under the strict accordance with the manufacturer recommendations
and instructions providing all safety provisions in all respects and accepted by the
Engineer. (supplied by only manufacturer's authorised dealer with certificate of origin)
under following specification:
Backing(HDPE) thickness minimum 0.10mm
Membrane thickness minimum 1.40mm
Total thickness
minimum 1.50mm
Cold flexibility greater than (-)200C: ASTM D146
Pliability: "No crack" tested in ASTM D146
Tensile strength (film only) min 3.50 MPa( 35000 kN/m2) testing in ASTM D882
Tensile strength (composite) at least 2.40 MPa or N/mm2
Elongation (composite) min 300%
Cycling over crack at (-) 320C No effect 100 cycles ASTM C836-89a
Puncture resistance greater than 240N ASTM E 154-88
Resistance to hydrostatic head at least 50m ASTM D5385
Tear resistance min 4.0 MPa (N/mm2)
Adhesion to primed concrete min 4.0N/mm : ASTM D1000
Water vapor transmission less than 0.10g/m2 per hour : ASTM E96
Water absorption in 24 hour less than 0.33% ASTM D570
Heat stability (+) 900C environmental complience to conform: ASTM D543
07.17.1
Water-proofing membrane on external surface of primed vertical or inclined wall /on
plastered and primed back-wall and concrete cast against membrane. (Excluding cost of
back fill/brick wall on back/plaster when membrane laid on back-wall and concrete cast
against membrane which to be paid as per corresponding items in this schedule)
sqm
Tk.
999.00
07.17.2
Water-proofing membrane on made up surface below the floor or below the horizontal
surfaces with temporary protective cover using polysterene/38 mm thick sand-cement
mortar in 4:1 /or by equally effective alternative. (Rate is excluding the cost of protective
cover which to be paid as per corresponding items in this schedule)
sqm
Tk.
871.00
07.17.3
Water-proofing membrane on the floor or on the horizontal surfaces with permanent
protective cover & wearing coarse. (Rate is excluding the cost of protective cover and
wearing coarse which to be paid as per corresponding items in this schedule)
sqm
Tk.
908.00
PWD SoR 2018 for Civil Works
REINFORCED CEMENT CONCRETE (RCC) WORKS
Item No.
102
Description of Item
Unit
07.18
Supply of polymer based curing compound as per ASTM C 309 or BS 7542-1992
standard and apply by stirring & spraying with motorized sprayers over the surface of fresh
concrete free from surface water and avoiding bleeding of concrete maintaining the spray
nozzle approximately 450 mm away from the concrete surface with passed back and forth
to ensure complete coverage confirming the pump pressure for fine spray and keeping the
concrete surface undisturbed until it has sufficient strength to bear surface loads [The
suitability of motorized sprayer should be ensured by an application trial] ensuring
adequate ventilation to avoid inhalation of vapors and contact with skin and eyes all
complete and accepted by Engineer-in-charge.
sqm
Tk.
156.00
07.19
Supply of epoxy bonding agent following ASTM C881 / C881M - 14 or any international
acceptable standard and apply over the old concrete surface after making free of standing
water, removal of dust, laitance, grease, curing compounds, impregnations, waxes and
any other contaminants to achieve optimum bonding in between fresh and old concrete
and accepted by the Engineer-in-charge.
sqm
Tk.
978.00
07.20
Supply of best quality salt guard coating on concrete surface following ASTM B117
delivered from authorized local agent of the manufacturer in a sealed container and apply
by a firm experienced in applying salt guard coating or workers trained and approved by
manufacturer to wall and ceiling in 2 coats elapsing specified time for drying/ recoating
including cleaning and sand papering making the surface free from loose and
efflorescence, flaky materials, dirt, grease, wax, polish, scraping all chalked and scaled
materials, applying the paint by brush/spray following manufacturer's written instructions
and necessary scaffolding etc. all complete and accepted by the Engineer-in-charge
sqm
Tk.
36.00
………………….. END OF DIVISION SEVEN ………………….
Unit Rate
M.S. FABRICATION AND CONSTRUCTION JOINT IN RCC WORKS
PWD SoR 2018 for Civil Works
103
DIVISION 08: M.S. FABRICATION AND CONSTRUCTION JOINT IN RCC WORKS
Item No.
Description of Item
Unit
Unit Rate
08.1
Supplying, fabrication and fixing to detail as per design : ribbed or deformed bar
reinforcement for Reinforced cement concrete, produced and marked in accordance with
BDS ISO 6935 - 2: 2006 (or standard subsequentley released from BSTI) including
straightening and cleaning rust, if any, bending and binding in position with supply of G.I.
wires, necessary laboratory tests (excluding splices or laps) etc. complete in all respect
and accepted by the Engineer-in-charge (Measurement shall be recorded only on
standard mass per unit length of bars, while dia of bars exceeds its standard)
08.1.1
Grade 300 (RB 300 /RB 300W: complying BDS ISO 6935-2:2006) ribbed or deformed
bar produced and marked according to Bangladesh sandard, with minimum yield strength,
fy (ReH)= 300 MPa but fy not exceeding 330 MPa and whatever is the yield strength
within allowable limit as per BNBC/ ACI 318, the ratio of ultimate tensile strength fu to yield
strength fy, shall be at least 1.25 and minimum elongation after fracture and minimum
total elongation at maximum force is 16% and 8% respectively : up to ground floor
kg
Tk.
79.00
08.1.2
Grade 400 (RB 400 /RB 400W: complying BDS ISO 6935-2:2006) ribbed or deformed
bar produced and marked according to Bangladesh standard, with minimum yield strength,
fy (ReH)= 400 MPa but fy not exceeding 450 MPa and whatever is the yield strength
within allowable limit as per BNBC/ ACI 318, the ratio of ultimate tensile strength fu to yield
strength fy, shall be at least 1.25 and minimum elongation after fracture and minimum
total elongation at maximum force is 16% and 8% respectively : up to ground floor.
kg
Tk.
82.00
08.2
Extra rate for M.S. Fabrication work in additional floor shall be incorporated in the
estimate
08.2.1
Add for each additional floor up to 5th floor
kg
Tk.
0.48
08.2.2
Add for each additional floor for 6th floor to 9th floor
kg
Tk.
0.97
08.2.3
Add for each additional floor for 10th floor and above
kg
Tk.
1.45
08.3
Mild steel, grade 250 with minimum fy = 250 MPa, work in roof truss: supplying and
fabrication of mild steel sections as per design, hoisting, fitting and fixing in position with
bolt and nuts or rivets or welds and providing two coats of anti-corrosive paint over a prime
coat of red oxide paint etc. complete and accepted by the Engineer-incharge.(Measurement to be given for truss member only).
kg
Tk.
138.00
08.4
Supplying fan hook 300-grade (RB 300) of 16 mm diameter M.S. rod (one meter straight
length) having rounded hook at the middle of bar in proper size so as to be concealed
within fan cup including fabrication, fitting and fixing in all floor accepted by the Engineerin-charge.
each
Tk.
113.00
08.5
Installtation of water stopper at movable and immovable RCC green joints as per
following specification.
08.5.1
Supplying, fitting and fixing ribbed PVC water stopper with non centre bulb of width
approx. 250 mm and approx 9 mm thick for immovable (non working) RCC joints, having
minimum tensile strength of 8.27 MPa (approx. 1200 psi) min ultimate elongation 350%,
approximate hardness 50, minimum tear resistance 0.0175 kN/mm (100 lbs/inch) at RCC
construction green joints in basements, approved and in consultation with design office,
providing 38 mm x 62 mm wooden batten at the top and bottom of water stopper, holding
in position and keeping the water stopper in true horizontal or vertical by appropriate
means as where necessary etc; all complete and accepted by the Engineer-in-charge.
meter
Tk.
1,017.00
M.S. FABRICATION AND CONSTRUCTION JOINT IN RCC WORKS
Item No.
PWD SoR 2018 for Civil Works
104
Description of Item
Unit
08.5.2
Supplying, fitting and fixing ribbed PVC water stopper with centre bulb of width approx.
250 mm and approx 9 mm thick for immovable (non working) RCC joints, having minimum
tensile of strength 8.27 MPa (approx. 1200 psi) minimum ultimate elongation 350%,
approximate hardness 50, minimum tear resistance 0.0175 kN/mm (100 lbs/inch) at RCC
construction green joints in basements, approved and in consultation with design office,
providing 38 mm x 62 mm wooden batten at the top and bottom of water stopper, holding
in position and keeping the water stopper in true horizontal or vertical by appropriate
means as where necessary etc; all complete and accepted by the Engineer-in-charge.
meter
Tk.
1,017.00
08.6
Supplying, fitting and fixing 250 mm wide 16 SWG aluminium sheet water stopper in
RCC construction joint holding in position and keeping the water stopper in true horizontal
or vertical by appropriate means as where necessary etc; all complete and accepted by
the Engineer-in-charge.
meter
Tk.
331.00
08.7
Providing bearing joints fixed or free with 250 mm x 375 mm x 10 mm M.S. (Grade - A36)
shoe plate fitted in the truss angles with 16 mm diameter M.S. rod counter sunk rivets,
welded and anchored to 250 x 375 x 10 mm. M.S shoe plate by two Nos. 19 mm dia M.S.
“U” rod embedded in the bed of the lintel around the reinforcement, cleaning and greasing
the joints for all floors etc. all complete and accepted by the Engineer-in-charge
each
Tk.
2,298.00
………………….. END OF DIVISION EIGHT …………………..
Unit Rate
PWD SoR 2018 for Civil Works
PILE WORKS AND PILE TEST
105
DIVISION 09: PILE WORKS AND PILE TEST
Item No.
Description of Item
Unit
Unit Rate
09.1
Boring/drilling by wash or percussion method for cast in situ pile up to the required
depth and diameter with minimum 6 m long temporary steel casing, true to vertical,
providing bentonite slurry and maintaining water level in the hole, washing the hole for at
least 30 minutes, cleaning the bore hole and making the bore hole ready for placing steel
cage and concreting including hire charge of rig set with winch machine, tripod stand,
tremie pipe, cost of fuel, lubricant, mobilization, demobilization, maintenance, spares,
stand-byes, insurance coverage, water, electricity and other charges all compete,
approved and accepted by the Engineer-in-charge. Before commencing boring operation,
contractor shall submit the method statement of cast-in-situ pile work including sequence
of boring and casting, disposal of spoils, test result of materials to the Engineer-in-charge
for approval. However, Engineer‟s approval shall not relieve the contractor of his
responsibilities and obligations under contract.
09.1.1
400 mm dia
meter
Tk.
502.00
09.1.2
450 mm dia
meter
Tk.
661.00
09.1.3
500 mm dia
meter
Tk.
794.00
09.1.4
550 mm dia
meter
Tk.
980.00
09.1.5
600 mm dia
meter
Tk.
1,167.00
09.2
Auger Boring/ Rotary Drilling for cast in situ pile up to the required depth and diameter
with minimum 6 m long temporary steel casing, true to vertical, providing bentonite slurry
and maintaining water level in the hole, washing the hole for at least 30 minutes, cleaning
the bore-hole and making the bore- hole ready for placing steel cage and concreting
including hire charge of rig set, trimie pipe, cost of fuel, lubricant, mobilization,
demobilization, maintenance, spares, stand-byes, insurance coverage, bentonite, water,
electricity and other charges all compete approved and accepted by the Engineer-incharge. Before commencing boring operation, contractor shall submit the method
statement of cast-in-situ pile work including sequence of boring and casting, disposal of
spoils, test result of materials to the Engineer-in-charge for approval. However, Engineer‟s
approval shall not relieve the contractor of his responsibilities and obligations under
contract.
09.2.1
600 mm dia
meter
Tk.
3,388.00
09.2.2
750 mm dia
meter
Tk.
4,065.00
09.2.3
1000 mm dia
meter
Tk.
5,646.00
09.3
Removing of spoils / mud accumulated during boring for cast in situ pile by wash boring
from working site to a safe distance by contractor‟s own arrangement i.e. with container
set in truck or on cart including loading, unloading everything complete as per standard
practice and accepted by the Engineer-in-charge. (Quantity should be given three times of
solid volume of boring)
cum
Tk.
557.00
PWD SoR 2018 for Civil Works
PILE WORKS AND PILE TEST
Item No.
106
Description of Item
Unit
Unit Rate
09.4
Cast in situ pile with reinforced cement concrete works of high slump by adding high
range water reducing admixture (ASTM C494 Type A or F) with minimum cement content
relates to mix ratio 1 : 1.5 : 3 having minimum f'cr = 26 Mpa, and satisfying a specified
compressive strength f‟c = 21 Mpa at 28 days on standard cylinders as per standard
practice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1- CEM -1,52.5
N / ASTM-C 150 Type – I, best quality coarse sand [Sylhet sand or coarse sand of
equivalent F.M.2.2], 20 mm down well graded crushed stone chips conforming to ASTM
C-33, including breaking chips, screening through proper sieves, making, placing re-bar
cage in position, placing and removing tri-pod as per requirement, pouring the concrete in
bore-hole with the help of a tremie pipe, maintaining the tremie pipe immersed in concrete
by at least 1 meter throughout the period of concreting, maintaining required slump, etc.
mixing the aggregates with standard mixer machine with hopper, casting in forms, all
complete including water, electricity, testing of materials and concrete etc and other
charges as per design, drawing etc all complete approved and accepted by the Engineerin-charge. (Rate is excluding the cost of reinforcement and its fabrication, binding, welding,
placing and admixture (approx doses 150 to 250 ml per bag of cement which is to be fixed
upon consultation with design office))
cum
Tk. 13,463.00
09.5
Providing and making point welding at contact point of the spiral binders at reasonable
intervals with the main reinforcements by electric arc welding for construction of cast in
situ bored pile carefully with highly oxidized electrodes, making the points prominent and
accepted by the Engineer-in-charge (Rate is inclusive of all materials labour, tools and
plants, electricity and all equipment).
point
Tk.
3.00
09.6
Providing and making welded splice over two sides of contact by welding of minimum
300 mm length at the lap of main reinforcement in re-bar cage to be placed in bore-hole
where necessary by electric arc welding with highly oxidized electrodes making the joint
prominent all complete and accepted by the Engineer-in-charge. (Rate is inclusive of all
materials labour, tools and plants, electricity and all equipment).
meter of
weld
Tk.
570.00
09.7
Labour for breaking head of hardened cast in situ bored pile/pre-cast pile up to a
required length by any means but without damaging the rest and removing the dismantled
materials such as concrete to a safe distance including scraps and cleaning concrete from
steel/M.S. rods, straightening and bending of pile bars, preparation and making platform
where necessary, carrying, all sorts of handling, stacking the same properly after clearing,
leveling and dressing the situ and clearing the bed etc. complete in all respect and
accepted by the Engineer-in-charge. (Measurement will be given for the actual pile head
volume to be broken)
cum
Tk.
4,673.00
09.8
Conducting static load test as per ASTM D1143 or equivalent standard for the cast-insitu/pre-cast pile providing required scaffolding, bracing, jacks, pressure test gauge,
loading unloading, Kentledge and other plants and equipment including staging,
mobilization, demobilization, hire charge, gunny bags, sand and filling sacs/gunny bags for
loading, record readings and preparation of results in standard forms and other incidental
charges as per standard practice and procedures including submission of load test report,
furnishing all graph and chart etc. complete in all respect approved and accepted by the
Engineer-in-charge (Minimum two cyclic loading; one at service load and another cycle at
double the service load then to continue loading till failure of the pile). Before commencing
load test, contractor shall submit method statement for conducting load test to the
Engineer-in-charge for approval. However, Engineer‟s approval shall not relieve the
Contractor of his responsibilities and obligations under Contract. Load test and report shall
be conducted under the supervision of a professional Geotechnical Engineer registered in
BPERB or Geotechnical firm registerd in PWD. Boring and pouring logs / driving logs of
piles and method statement shall be the part of load test report.
PWD SoR 2018 for Civil Works
PILE WORKS AND PILE TEST
Item No.
Description of Item
Unit
107
Unit Rate
09.8.1
Mobilization & de-mobilization of testing equipment
per set
per site
Tk.
4,105.00
09.8.2
Calibration of pressure gauge
per set
per site
Tk.
6,520.00
09.8.3
For 50 tonne load for 1 no of test
per test
Tk. 73,338.00
09.8.4
For 100 tonne load for 1 no of test
per test
Tk. 123,177.00
09.8.5
For 150 tonne load for 1 no of test
per test
Tk. 173,017.00
09.8.6
For 200 tonne load for 1 no of test
per test
Tk. 224,571.00
09.8.7
For 250 tonne load for 1 no of test
per test
Tk. 276,053.00
09.8.8
For 300 tonne load for 1 no of test
per test
Tk. 325,121.00
09.8.9
For 350 tonne load for 1 no of test
per test
Tk. 374,188.00
09.8.10
For 400 tonne load for 1 no of test
per test
Tk. 423,255.00
09.9
Rate for incremental loading
09.9.1
For intermediate loading from 50 tonne to 100 tonne for each additional tonne
per
tonne
Tk.
1,349.00
09.9.2
For intermediate loading from 100 tonne to 150 tonne for each additional tonne.
per
tonne
Tk.
1,193.00
09.9.3
For intermediate loading from 150 tonne to 200 tonne for each additional tonne.
per
tonne
Tk.
1,138.00
09.9.4
For intermediate loading from 200 tonne to 250 tonne for each additional tonne.
per
tonne
Tk.
1,114.00
09.9.5
For intermediate loading from 250 tonne to 300 tonne for each additional tonne.
per
tonne
Tk.
1,094.00
09.9.6
For intermediate loading from 300 tonne to 350 tonne for each additional tonne.
per
tonne
Tk.
1,077.00
09.9.7
For intermediate loading from 350 tonne to 400 tonne for each additional tonne.
per
tonne
Tk.
1,064.00
PWD SoR 2018 for Civil Works
PILE WORKS AND PILE TEST
Item No.
Description of Item
Unit
108
Unit Rate
09.10
Pre-cast pile made in reinforced cement concrete with minimum cement content
relates to mix ratio 1:1.25:2.5 having minimum f'cr = 35 Mpa, and satisfying specified
compressive strength f‟c = 30 Mpa at 28 days on standard cylinders as per standard
practice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1- CEM-I (52.5
N) / ASTM-C 150 Type – I, best quality coarse sand (F.M.2.2), 20 mm down well graded
crushed stone chips conforming to ASTM C-33, mixing in standard mixture machine and
fed by standard measuring boxes, including all related works like screening through proper
sieves, cleaning and washing, centering and shuttering with M.S sheet, M.S angle, F.I bar,
nuts and bolts, champering edges if so, preparation of casting beds, laying polythene
there in, placing reinforcement cages in position, casting, compacting by vibrators and
tapered rods as where necessary, curing for 28 days etc. cost of water, electricity and
other charges, providing fitting and fixing pile shoe in position, tools, plants & equipments,
mobilization, demobilization, labour, test of materials and concrete etc. all complete as per
design, drawing and accepted by the Engineer-in-charge. (Rate is excluding the cost of
reinforcement and its fabrication, binding, welding and placing)
09.10.1
250 mm x 250 mm size pre-cast pile (1:1.25:2.5) with stone chips
meter
Tk.
965.00
09.10.2
300 mm x 300 mm size pre-cast pile (1:1.25:2.5) with stone chips
meter
Tk.
1,347.00
09.10.3
350 mm x 350 mm size pre-cast pile (1:1.25:2.5) with stone chips
meter
Tk.
1,777.00
09.10.4
400 mm x 400 mm size pre-cast pile (1:1.25:2.5) with stone chips
meter
Tk.
2,294.00
09.10.5
450 mm x 450 mm size pre-cast pile (1:1.25:2.5) with stone chips
meter
Tk.
2,866.00
09.11
Pre-cast pile shoe making & supplying pre-fabricated frustum of square cone having four
sides and a toe made of 6 mm thick ASTM A36 complied MS steel plate jointed by line
welding, 4 nos 12 mm dia deformed MS bar jointed by line welding with MS plate along the
four edges of shoe aligning the corner main bar of the pile and 1 no 12 mm dia bar to fix
with and perpendicular to shoe toe plate aligning centre of pile, including cutting, shaping,
sizing of MS plate and bar, all complete as per design & drawing and accepted by the
Engineer-in-charge
each
Tk.
2,725.00
09.12
Mobilization and demobilization of drop hammer type pre-cast pile driving rig.
per set
per site
Tk.
8,597.00
09.13
Driving 250 mm x 250 mm size pre-cast pile with drop hammer type rig, and
maintaining driving log in prescibed format Before commencing driving operation,
contractor shall submit method statement for carrying out the driving operation including
sequence of driving to the Engineer-in-charge for approval. However, Engineer‟s approval
shall not relieve the contractor of his responsibilities and obligations under contract.
meter
Tk.
404.00
09.14
Driving 300 mm x 300 mm size pre-cast pile with drop hammer type rig, and
maintaining driving log in prescibed format Before commencing driving operation,
contractor shall submit method statement for carrying out the driving operation including
sequence of driving to the Engineer-in-charge for approval. However, Engineer‟s approval
shall not relieve the contractor of his responsibilities and obligations under contract.
meter
Tk.
531.00
09.15
Driving 350 mm x 350 mm size pre-cast pile with drop hammer type rig, and
maintaining driving log in prescibed format. Before commencing driving operation,
contractor shall submit method statement for carrying out the driving operation including
sequence of driving to the Engineer-in-charge for approval. However, engineer‟s approval
shall not relieve the contractor of his responsibilities and obligations under contract.
meter
Tk.
708.00
PWD SoR 2018 for Civil Works
PILE WORKS AND PILE TEST
Item No.
109
Description of Item
Unit
Unit Rate
09.16
Mobilization and demobilzation of automatic diesel hammer mounted complete rig
set.
per set
per site
Tk. 181,117.00
09.17
Driving 250 mm x 250 mm size pre-cast pile by rig fitted with automatic diesel operated
hammer. Before commencing driving operation by rig fitted with automatic diesel operated
hammer, contractor shall submit method statement for carrying out the operation including
sequence of driving to the Engineer-in-charge for approval. However, engineer‟s approval
shall not relieve the contractor of his responsibilities and obligations under contract.
meter
Tk.
628.00
09.18
Driving 300 mm x 300 mm size pre-cast pile by rig fitted with automatic diesel operated
hammer. Before commencing driving operation by rig fitted with automatic diesel operated
hammer, contractor shall submit method statement for carrying out the operation including
sequence of driving to the Engineer-in-charge for approval. However, engineer‟s approval
shall not relieve the contractor of his responsibilities and obligations under contract.
meter
Tk.
812.00
09.19
Driving 350 mm x 350 mm size pre-cast pile by rig fitted with automatic diesel operated
hammer. Before commencing driving operation by rig fitted with automatic diesel operated
hammer, contractor shall submit method statement for carrying out the operation including
sequence of driving to the Engineer-in-charge for approval. However, engineer‟s approval
shall not relieve the contractor of his responsibilities and obligations under contract.
meter
Tk.
863.00
09.20
Driving 400 mm x 400 mm size pre-cast pile by rig fitted with automatic diesel operated
hammer. Before commencing driving operation by rig fitted with automatic diesel operated
hammer, contractor shall submit method statement for carrying out the operation including
sequence of driving to the Engineer-in-charge for approval. However, engineer‟s approval
shall not relieve the contractor of his responsibilities and obligations under contract.
meter
Tk.
920.00
09.21
Driving 450 mm x 450 mm size pre-cast pile by rig fitted with automatic diesel operated
hammer. Before commencing driving operation by rig fitted with automatic diesel operated
hammer, contractor shall submit method statement for carrying out the operation including
sequence of driving to the Engineer-in-charge for approval. However, engineer‟s approval
shall not relieve the contractor of his responsibilities and obligations under contract.
meter
Tk.
986.00
09.22
Pre-cast driven micro-pile with reinforced cement concrete works with minimum cement
content relates to mix ratio 1:1.25:2.5 having minimum f'cr = 35 MPa, and satisfying a
specified compressive strength f‟c = 30 MPa at 28 days on standard cylinders as per
standard practice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1CEM-I (32.5 to 52.5 N) / ASTM-C 150 Type – I, best quality coarse sand (F.M.2.5) and 20
mm down well-graded crushed stone chips conforming to ASTM C-33, mixing in standard
mixture machine with hopper and fed by standard measuring boxes, including cost of
breaking chips, screening through proper sieves, cleaning and washing, centering and
shuttering with M.S sheet, M.S angle, F.I bar, nuts and bolts, preparation of bed, laying
polythene, placing of reinforcement cage, casting, compacting by vibrators and tapered
rods, curing for 28 days etc. including cost of water, electricity and other charges,
providing pile shoe as per design and drawing, driving the pile up to the design depth as
per standard practice or specified method providing head cushion, all equipments
including mobilization, demobilization and hire charge of driving set, champering, test of
materials and concrete etc. including carrying all complete approved and accepted by the
Engineer-in-charge. (Rate is excluding the cost of reinforcement and its fabrication,
binding, welding and placing)
09.22.1
Casting of 180 mm x 180 mm x 7.6 m Pile with reinforced cement concrete (1:1.25:2.5)
with stone chips
meter
Tk.
506.00
09.22.2
Casting of 205 mm x 205 mm x 7.6 m Pile with reinforced cement concrete (1:1.25:2.5)
with stone chips
meter
Tk.
634.00
PWD SoR 2018 for Civil Works
PILE WORKS AND PILE TEST
Item No.
Description of Item
Unit
110
Unit Rate
09.22.3
Driving of 180 mm x 180 mm x 7.6 m pre-cast pile
meter
Tk.
159.00
09.22.4
Driving of 205 mm x 205 mm x 7.6 m pre-cast pile
meter
Tk.
189.00
09.22.5
Supply of Cold-Drawn Wire Pre-stressed Concrete (CWPC) micro-pile which is made
by using cold drawn wire minimum cement content relates to mix ratio 1:1.5:3 cement
conforming to BDS EN-197-1-CEM-1, 52.5N (52.5MPa) / ASTM-C 150 type - 1, having
minimum f'cr = 35 MPa and satisfying specified compressive strength f'c= 30 MPa at 28
days best quality coarse sand (F.M. 2.2), 20 mm down well graded stone chips conforming
to ASTM C-33, mixing in standard mixture machine and fed by standard measuring boxes,
including cost of all kind of reinforcement BDS ISO 6935-2:2006 including strengthening
and cleaning rust if any bending and binding in position with supply of GI wires (24 BWG),
centering and shuttering with M.S. sheet, M.S. angle, F.I. bar, nuts and bolts, preparation
of bed, supplying & tensioning of cold drawn wire, laying polythene, placing of
reinforcement cage in position, casting, compacting by vibrator and tapered rods, curing at
least 28 days etc. including cost of water, electricity and other charges, proving pile shoe
making with 20 BWG plane sheet, as per design and drawing including an equipments
mobilization, demobilization champering edges if so including the cost of water electricity
and other charges all complete as per design, drawing and accepted by the Engineer-incharge. (Excluding the cost of carrying and driving of pile). Maximum length: Up to
7620mm (fixed size x-section: 180 mm x 180 mm)
meter
Tk.
1,003.00
09.23
PIT (Pile integrity test) : Conducting low strain dynamic testing of pile as per ASTM
D5882-The standard method for low-strain integrity testing of pile by a qualified and
approved PIT expert, preparing pile heads and providing all relevant materials, equipment,
experts, labour, mobilization, demobilization, data acquisition and analysis, preparation of
results in standard forms and compiling final report with recommendations on the tests etc.
complete in all respect approved and accepted by the Engineer-in-charge. (Report shall
contain driving log / boring and pouring logs, graphs & statement on "Callibration Pile" (pile
that tested for its capacity and PIT done eralier on it, at a place of known soil profiles), soil
investigation report. (Caliberation pile shall be made and tested first). Method statement
for conducting PIT shall be submitted to the Engineer for approval, and shall be the part of
PIT report, However, Engineer's approval shall not relieve the contractor of his
responsibilities and obligations under contract
09.23.1
Mobilization and demobilization to site and PIT on12 (twelve) piles or less
upto 1st
12 piles
Tk. 24,149.00
09.23.2
For PIT test of each additional pile after 12 (Twelve) pile tested at same site
per pile
Tk.
1,207.00
09.24
Pre-cast spliced pile jointing by supplying, fitting, fixing prefabricated square shaped two
steel caps made up by 6 mm thick ASTM A36 complied M.S plate, sides formed by bent in
channel shape to have only two line of joinery on faces, having min 50 mm dia hole on its
web; capping by min 12 mm thick ASTM A36 complied M.S plate shaping the edges in
45°, having min 40 mm dia hole at centre to pass 25 mm M.S bar 433 mm in length;
jointed at channels root by welding; caps fitted with 2 nos BDS ISO 6935-2009: B400
DWR complied d20 U-bar 1244mm in length by welding, equidistant from centre holes of
cap and shall have min 75 mm clear from pile faces; and finally, the system to be fitted in
correct alignments on pile head positions waiting for concreting; both the pile heads fitted
with the steel caps to be welded together through v-notches in field, while one of the
companion segment of piles drived in ground and other one placed over it maintaining true
verticality; all complete as per direction and stepwise approval leading to final approval of
Engineer-in- charge.
09.24.1
X-sec of pre cast pile segments :300 mm x 300 mm
each
Tk.
9,286.00
PWD SoR 2018 for Civil Works
PILE WORKS AND PILE TEST
Item No.
Description of Item
111
Unit
Unit Rate
09.24.2
X-sec of pre cast pile segments :350 mm x 350 mm
each
Tk. 10,610.00
09.24.3
X-sec of pre cast pile segments :400 mm x 400 mm
each
Tk. 12,076.00
09.24.4
X-sec of pre cast pile segments :450 mm x 450 mm
each
Tk. 12,611.00
09.25
Pile Driving by Hydraulic Static Pile Driver
09.25.1
Mobilization and demobilzation of hydraulic static pile driver(Upto 500 metric ton
capacity)
per set
per site
Tk. 652,021.00
09.25.2.1
Driving pre-cast pile of 300 mm x 300 mm X-section made with shoe/ without shoe by
Hydraulic static pile driver of approx. 500 tonne (metric ton) capacity; arranged with
necessary cranes, power source, maintaining driving log and record of pressure exerted
on piles driven in to desired RL or capacity level ; complete in all respect including
handling of piles, dressing & leveling of site, way making, surveying, layout setting etc
ended with the submission of pile driving report in three copies duly signed by
professional engineer and approved by the Engineer-in-charge.
meter
Tk.
808.00
09.25.2.2
Driving pre-cast pile of 350 mm x 350 mm X-section made with shoe/ without shoe by
Hydraulic static pile driver of approx. 500 tonne (metric ton) capacity; arranged with
necessary cranes, power source, maintaining driving log and record of pressure exerted
on piles driven in to desired RL or capacity level ; complete in all respect including
handling of piles, dressing & leveling of site, way making, surveying, layout setting etc
ended with the submission of pile driving report in three copies duly signed by
professional engineer and approved by the Engineer-in-charge.
meter
Tk.
870.00
09.25.2.3
Driving pre-cast pile of 400 mm x 400 mm X-section made with shoe/ without shoe by
hydraulic static pile driver of approx. 500 tonne (metric ton) capacity; arranged with
necessary cranes, power source, maintaining driving log and record of pressure exerted
on piles driven in to desired RL or capacity level ; complete in all respect including
handling of piles, dressing & leveling of site, way making, surveying, layout setting etc
ended with the submission of pile driving report in three copies duly signed by
professional engineer and approved by the Engineer-in-charge.
meter
Tk.
943.00
09.25.2.4
Driving pre-cast pile of 450 mm x 450 mm X-section made with shoe/ without shoe by
hydraulic static pile driver of approx. 500 tonne (metric ton) capacity; arranged with
necessary cranes, power source, maintaining driving log and record of pressure exerted
on piles driven in to desired RL or capacity level ; complete in all respect including
handling of piles, dressing & leveling of site, way making, surveying, layout setting etc
ended with the submission of pile driving report in three copies duly signed by
professional engineer and approved by the Engineer-in-charge.
meter
Tk.
984.00
………………….. END OF DIVISION NINE …………………..
STRUCTURAL STEEL WORKS, SHEET ROOFING AND SAFETY CANOPY
PWD SoR 2018 for Civil Works
112
DIVISION 10: STRUCTURAL STEEL WORKS, SHEET ROOFING AND SAFETY CANOPY
Item No.
Description of Item
Unit
Unit Rate
10.1
Supply and fixing of galvanized anchor bolts of variable dia for rigid frame conforming to
ASTM F1554 Grade 55, Galvanized to A153, Class C or equivalent with minimum yield
strength of 380 MPa, manual of steel construction by American Institute of Steel
Construction (AISC) etc. including the cost of washer & bolts, material testing etc. all
complete as per drawing, specification and direction of the Engineer-in-charge.
kg
Tk.
180.00
10.2
Supply, fabrication and installation of built-up sections i.e. columns, beams, rafters,
bracings etc. from steel plates conforming to ASTM A572, with a minimum yield strength
of 345 MPa, including the cost of testing of plates, applicaton of red/grey-oxide primer etc.
all complete as per drawing, specification and direction of Engineer-in-charge.
kg
Tk.
135.00
10.3
Supply, fabrication and installation of built-up sections i.e. columns, beams, rafters,
bracings etc from steel plates conforming to ASTM A36, with a minimum yield strength of
250 MPa, including the cost of testing of plates, application of red/grey-oxide primer etc. all
complete as per drawing, specification and direction of Engineer-in-charge.
kg
Tk.
129.00
10.4
Supply, fabrication and installation of hot-rolled sections (W, H, I-shape, Channel, angle,
tube etc.) for columns, beams, rafters, bracings etc. conforming to ASTM A36, with a
minimum yield strength of 250 MPa, including the cost of testing of plates, application of
red/grey-oxide primer etc. all complete as per drawing, specification and direction of
Engineer-in-charge.
kg
Tk.
132.00
10.5
Supply and fixing of connection bolts of variable diameter with nut and washer according
to "ASTM A325 Type 1 or equivalent” with Fu =720 Mpa, including the cost of testing of
bolts, all complete as per drawing, specification and direction of Engineer-In-Charge.
kg
Tk.
314.00
10.6
Supply and fixing of connection bolts of variable diameter with nut and washer according
to "ASTM A307 Type A or equivalent” with Fu =414 Mpa, including the cost of testing of
bolts, all complete as per drawing, specification and direction of Engineer-In-Charge.
kg
Tk.
259.00
10.7
Supply and installation of GI purlin & girt of any size conforming to "ASTM A653" grade
45, with a minimum yield strength of 310 MPa, including the cost of testing of materials, all
complete as per drawing, specification and direction of Engineer-in-charge.
kg
Tk.
137.00
10.8
Supply and fixing of sag rod conforming to grade 40, with a minimum yield strength of 275
MPa, including the cost of making threads, nuts and washers, red oxide primer etc. all
complete as per drawing, specification and direction of Engineer-in-charge.
kg
Tk.
127.00
10.9
Supply and fixing of cable/wire bracing conforming to "ASTM A475" with a minimum yield
strength of 119.3 MPa, with I-bolt and hill side washer, all complete as per drawing,
specification and direction of Engineer-in-charge.
meter
Tk.
214.00
10.10
Supplying and fixing of shear stud of variable dia conforming to ASTM A108 or equivalent
with minimum yield strength of 275 MPa, including the cost testing, welding etc. all
complete as per drawing, specification and direction of Engineer-in-charge.
kg
Tk.
157.00
10.11
Supply and installation of 0.70 mm thick galvanized decking panel according to ASTM
A653, with minimum yield strength of 345 MPa, including all necessry accessories
(sheeting screws with washers, sealants etc.), testing of materials etc. all complete as per
drawing, specification and direction of Engineer-in-charge.
kg
Tk.
181.00
STRUCTURAL STEEL WORKS, SHEET ROOFING AND SAFETY CANOPY
Item No.
PWD SoR 2018 for Civil Works
113
Description of Item
Unit
Unit Rate
10.12
Supply and installation of 0.47 mm thick zinc alum color coated profile sheet for roof,
wall, caping, flashing, trimming, gutter etc. conforming to ASTM A792, Grade: 80, AZ150
gm/m2, including the cost of necessary accessories (sheeting screws with washers, silicon
sealant etc.), testing of materials etc. all complete as per drawing specification and
direction of Engineer-in-charge.
kg
Tk.
211.00
10.13
Supply and installation of 0.457 mm thick corrugated galvanized iron sheet
(Bangladesh made) having min weight 63-65 kg per bundle (2'-6" width, 70 – 72 rft long)
fitted and fixed on M.S. sections with 'J' hook or wooden purlin with screws, limpet
washers and putty etc. all complete and accepted by the Engineer-in-charge.
sqm
Tk.
555.00
10.14
Supply and installation of 2.0 mm thick fiber glass sheet (transparent sheet) for roof, wall
etc. on M.S. purlin, angle etc. with 'J' hook or screws with washer and putty, all complete
as per drawing, specification and direction of Engineer-in-charge.
sqm
Tk.
1,315.00
10.15
Supply and installation of double bubble foil insulation at wall and roof of nominal
thickness of 8 mm conforming to Class A in accordance with the ASTM-E84-09 fire test
standard, including the cost of lapping, costape, adhesive and necessary accessories, all
complete as per drawing, specification and direction of Engineer-in-charge.
sqm
Tk.
283.00
10.16
Premium Synthetic Enamel paint of approved best quality and colour delivered from
authorized local agent of the manufacturer(Berger robbialac supergloss synthetic
enamel/Elite lucky seven/ Asian apcolipe premium paint or equivalent brand) in a sealed
container, having highly water resistant, high bondibilty, flexiblity property; using specified
brand thinner applying to metallic surface by spray in two coats over single coat anticorrosive coating including cleaning drying, making free from dirt, grease, wax, removing
all chalked and scaled materials, all complete in all floors accepted by the Engineer-incharge. (payment shall be made on strucutral steel weight basis)
kg
Tk.
9.00
10.17
Supply and application of corrosion protection paint to the surface of the structural steel
members conforming to SA 2.5; Steel members to be shot blasted inside the enclosed
shot blasting chamber, final coat paint must be applied on site after installation, including
the cost of primer, testing and necessaey accessories, all complete as per drawing,
specification and direction of Engineer-in-charge.
kg
Tk.
26.00
10.18
Supply and pouring of non-shrink grout to steel column bases conforming to ASTM C
109 having compressive strength not less than 45 MPa, including the cost of shutter and
necessary accessories, all complete as per drawing, specification and direction of
Engineer-in-charge.
cum
Tk. 145,213.00
10.19
0.27 mm thick galvanized iron plain sheet ridging with 300 mm lap on either side fitted
and fixed with galvanized bolts and nuts etc. all complete and accepted by the Engineerin-charge.
10.19.1
Galvanized
meter
Tk.
422.00
10.19.2
Colored
meter
Tk.
464.00
10.20
1.5 mm thick plain fiber glass sheet ridging with 300 mm lap on either side fitted and
fixed with galvanized bolts and nuts etc. all complete and accepted by the Engineer-incharge.
meter
Tk.
769.00
STRUCTURAL STEEL WORKS, SHEET ROOFING AND SAFETY CANOPY
Item No.
PWD SoR 2018 for Civil Works
114
Description of Item
Unit
10.21
Saftey Canopy: Supplying temporary safety canopy around construction work place
where public safety is likely to be endangered due to construction activities; which shall be
made of truss system of steel sections (main frame) at 1800 mm c/c with purlins @ 750
mm c/c, making flooring system by corrugated galvanized iron sheets of thickness 0.45
mm, laying wire mesh net on iron sheets, providing continuous gutter along the edges of
the building with downpipe @ 6000 mm c/c, including fitting and fixing in position providing
necessary anchors, cables, wires, ties etc. by standard anchoring and welding, nut-bolts
etc, all complete and accepted by the Engineer-in-charge
sqm
Tk.
1,923.00
10.22
Saftey net: Supplying temporary safety net (hessian cloth) around construction work place
(along the height of the building) where public safety is likely to be endangered due to
construction activities; which shall be supported using scaffolding around the building for
brick work/ plaster; including fitting and fixing in position providing necessary anchors,
wires, ties etc. all complete and accepted by the Engineer-in-charge. (Rate is excluding
the cost of scaffolding)
sqm
Tk.
42.00
………………….. END OF DIVISION TEN …………………..
Unit Rate
WOOD WORKS IN DOOR AND WINDOW FRAME, ROOF TRUSS AND RAILINGS
PWD SoR 2018 for Civil Works
115
DIVISION 11 : WOOD WORKS IN DOOR AND WINDOW FRAME,
ROOF TRUSS AND RAILINGS
Item No.
Description of Item
Unit
Unit Rate
11.1
Supplying and making door and window frames (Chowkat) for all floors with matured
seasoned wood of required size. Painting two coats of coal tar to the surface in contact
with wall. Fitting and fixing in position etc. all complete and accepted by the Engineer-incharge. (All sizes of wood are finished).
11.1.1
Mehgoni
cum
Tk. 120,461.00
11.1.2
Garjan/ Jam/ Local sal
cum
Tk. 130,410.00
11.1.3
Silkarai
cum
Tk. 154,787.00
11.1.4
Teak Chambal /Jarul
cum
Tk. 200,057.00
11.1.5
Chittagong Teak
cum
Tk. 249,308.00
11.1.6
Burma Teak
cum
Tk. 354,275.00
11.2
Supplying, fitting and fixing M.S. flat bar clamp of 225 mm x 38 mm x 6 mm size having
bifurcated ends to door and window frames with necessary screws including cutting
grooves in chowkat if necessary and encasing inside the wall with cement concrete (1:2:4)
etc, all complete and accepted by the Engineer-in-charge.
each
Tk.
97.00
11.3
Supplying, fitting and fixing M.S. flat bar clamp of 150 mm x 38 mm x 6 mm size having
bifurcated ends to door and window frames with necessary rowel plug, screws etc.
including cutting grooves in chowkat if necessary etc. all complete and accepted by the
Engineer-in-charge.
each
Tk.
97.00
11.4
Supplying, fitting and fixing double leaf door frame for all floors made with 38mm x 38
mm x 6 mm M.S. angle fitted with 150 mm long 6 nos. iron clamps of same size M.S.
angle (with one end bifurcated) with the vertical members of the frame, fixing the frame in
wall with cement concrete (1:2:4), mending good the damages, fixing 6 Nos. of 100 mm
long iron hinges with the vertical members of the frame all complete including making
holes in walls, cutting, sizing, welding, fabricating, carrying from work-shop to site and
local carriage, curing etc. all complete as per plan and drawing and accepted by the
Engineer-in-charge.
meter
Tk.
611.00
11.5
Supplying, fitting and fixing single leaf door frame for all floors made with 38 mm x 38
mm x 6 mm M.S. angle, fixing 125 mm long 6 nos. iron clamps of same size (with one end
bifurcated) with the vertical members of the frame, fixing the frame in wall with cement
concrete (1:2:4), mending good the damages, fixing 4 nos. 100 mm size iron hinges with
the vertical members of the frame, all complete including making holes in walls, cutting,
sizing, welding, fabricating, carriage from workshop to site including local carriage, curing
etc. as per plan and drawing etc. all complete and accepted by the Engineer-in–charge.
meter
Tk.
597.00
11.6
Supplying matured seasoned wood and making roof truss of any size with wall plates
as per design including supplying, fabricating and hoisting, scaffolding, fitting and fixing in
position with bolts, nuts, painting two coats of coal tar etc. all complete and accepted by
the Engineer-in–charge. (All sizes of wood are finished).
11.6.1
Garjan / Jam/ Local Sal wood
cum
Tk. 111,101.00
WOOD WORKS IN DOOR AND WINDOW FRAME, ROOF TRUSS AND RAILINGS
Item No.
PWD SoR 2018 for Civil Works
Description of Item
116
Unit
Unit Rate
11.6.2
Mehgoni
cum
Tk. 102,147.00
11.6.3
Silkarai /Chickrashi
cum
Tk. 133,040.00
11.7
Supplying and making hand rail for stair case with matured seasoned wood including
necessary moulding with proper corner, finishing as per design, fitting and fixing in position
in all floors etc. all complete and accepted by the Engineer-in-charge.
11.7.1
Mehgoni
cum
Tk. 123,458.00
11.7.2
Local Sal
cum
Tk. 132,413.00
11.7.3
Silkarai / Chikrashi
cum
Tk. 154,351.00
11.7.4
Teak Chambal wood
cum
Tk. 195,095.00
11.7.5
Chittagong Teak wood
cum
Tk. 239,420.00
11.7.6
Burma Teak wood
cum
Tk. 333,891.00
………………….. END OF DIVISION ELEVEN …………………..
DOOR-WINDOW SHUTTER & FLY PROOF WIRE-NET SHUTTER
PWD SoR 2018 for Civil Works
117
DIVISION 12 : DOOR-WINDOW SHUTTER & FLY PROOF WIRE-NET SHUTTER
Item No.
Description of Item
Unit
Unit Rate
12.1
Supplying, fitting and fixing 38 mm thick well matured seasoned (minimum 250 mm wide
plank) solid wood single leaf door shutter having top rail style of sections 100 mm x 38
mm, lock rail 125 mm x 38 mm and bottom rail 225 mm x 38 mm. Closed joints with 25
mm x 12 mm size wooden peg and provided with best quality 4 nos 100 mm iron hinges, 2
(two) nos best quality 12 mm dia 250 mm and 200 mm long iron tower and socket bolts, 2
(two) nos heavy type nickel plated handle,1 (one) no best quality hasp bolt, hinged cleats,
buffer blocks and finished by sand papering etc. all complete in all floors and accepted by
the Engineer-in-charge. (All sizes of wood are finished)
12.1.1
Kathal
sqm
Tk.
7,492.00
12.1.2
Gamari
sqm
Tk.
6,390.00
12.1.3
Teak Chambal
sqm
Tk.
9,796.00
12.1.4
Chittagong Teak
sqm
Tk. 11,779.00
12.1.5
Chapalish
sqm
Tk.
12.1.6
Burma Teak
sqm
Tk. 16,007.00
12.2
Supplying, fitting and fixing 38 mm thick well matured seasoned (minimum 250 mm wide
plank) solid wood single leaf flush door shutter having a frame of top, lock and bottom
rail of sections 100 mm x 12 mm styles 100 mm x 38 mm covered with 100 mm x 12 mm
plank, screwed to each face and provided with best quality 4 nos 100 mm iron hinges, 2
(two) nos best quality 12 mm dia 250 mm and 200 mm long iron tower and socket bolts, 1
(one) no best quality hasp bolt, 2 (two) nos heavy type nickel plated handles, hinged
cleats, buffer blocks and finished by sand papering etc. all complete in all floors and
accepted by the Engineer-in-charge. (All sizes of wood are finished)
12.2.1
Kathal
sqm
Tk.
6,366.00
12.2.2
Gamari
sqm
Tk.
5,386.00
12.2.3
Teak Chambal
sqm
Tk.
8,416.00
12.2.4
Chittagong Teak
sqm
Tk. 10,180.00
12.2.5
Chapalish
sqm
Tk.
12.1.6
Burma Teak
sqm
Tk. 13,941.00
12.3
Supplying, fitting and fixing 38 mm thick finished well matured seasoned (minimum 250
mm wide plank) wooden ornamental special design (equivalent hatil) (both sides) single
panel flush door shutter with top and middle rail 150 mm x 38 mm bottom rail 225 mm x 38
mm and style 125 mm x 38 mm, having vertical panels 175 mm x 38 mm including
minimum 12 mm lap to each panel providing 4 nos, best quality 100 mm long brass
hinges, 12 mm dia best quality 200 mm & 250 mm long brass socket and tower bolts, 1
(one) no best quality hasp bolt, 2 (two) nos heavy type best quality brass handle, hinges
cleats, buffer blocks including supply of necessary nails and screws, making design by
machine, finished etc. all complete in all floors and accepted by the Engineer-in-charge
(Chittagong teak wood). (All sizes of wood are finished)
sqm
Tk. 15,393.00
7,772.00
6,616.00
DOOR-WINDOW SHUTTER & FLY PROOF WIRE-NET SHUTTER
Item No.
PWD SoR 2018 for Civil Works
Description of Item
Unit
118
Unit Rate
12.4
Supplying, fitting and fixing 38 mm thick well matured seasoned (minimum 250 mm wide
plank) wooden double leaf panel door shutters. Top rail and styles of sections 100 mm
x 38 mm, lock rail 125 mm x 38 mm and bottom rail 225 mm x 38 mm, paneling 38 mm
thick both sides raised, provided with best quality 8 nos 100 mm long iron hinges, 2 (two)
nos best quality 12 mm dia 250 mm and 200 mm long iron tower and socket bolts, 2 (two)
nos heavy type nickel plated handle, 1 no hasp-bolt, hinged cleats, buffer blocks and
finished by sand papering, necessary screws etc. all complete in all floors and accepted
by the Engineer-in-charge. (All sizes of wood are finished)
12.4.1
Kathal
sqm
Tk.
8,930.00
12.4.2
Gamari
sqm
Tk.
7,553.00
12.4.3
Teak Chambal
sqm
Tk. 11,808.00
12.4.4
Chittagong Teak
sqm
Tk. 14,285.00
12.4.5
Chapalish
sqm
Tk.
12.4.6
Burma Teak
sqm
Tk. 19,566.00
12.5
Supplying, fitting and fixing 38 mm thick well matured seasoned (minimum 250 mm wide
plank) wooden double leaf panel door shutters. Top rail and styles of sections 100 mm
x 38 mm. lock rail 125 mm x 38 mm and bottom rail 225 mm x 38 mm. paneling 25 mm
thick one side raised, provided with best quality 6 nos. 100 mm long iron hinges, 2 (two)
nos best quality 12 mm dia 250 mm and 200 mm long iron tower and socket bolts, 1 (one)
no best quality hasp bolt, 2 (two) nos heavy type nickel plated handles, 1 (one) no best
quality hasp bolt, hinged cleats, buffer blocks and finished by sand papering, necessary
screws etc. all complete in all floors and accepted by the Engineer-in-charge.(All sizes of
wood are finished)
12.5.1
Kathal
sqm
Tk.
7,784.00
12.5.2
Gamari
sqm
Tk.
6,611.00
12.5.3
Teak Chambal
sqm
Tk. 10,238.00
12.5.4
Chittagong Teak
sqm
Tk. 12,350.00
12.5.5
Chapalish
sqm
Tk.
12.5.6
Burma Teak
sqm
Tk. 16,851.00
12.6
Supplying, fitting and fixing 38 mm thick finished well matured seasoned (minimum 250
mm wide plank) wooden grooved single panel flush door shutters with top and middle
rail 100 mm x 38 mm, bottom rail 225 mm x 38 mm and style 100 mm x 38 mm, having
vertical panels 100 mm x 38 mm including keeping 6 mm x 12 mm even groove all around
and minimum 12 mm grooved lap to each panel. Providing 4 nos best quality 100 mm long
iron hinges, 12 mm dia best quality 200 mm and 250 mm long iron socket and tower bolts,
2 (two) nos heavy type best quality nickel plated handle, 1 (one) no best quality hasp bolt,
hinged cleats, wooden buffer blocks including supply of necessary nails and screws,
finished by sand papering etc. complete in all floors as per drawing and accepted by the
Engineer-in-charge. (All sizes of wood are finished).
12.6.1
Kathal
sqm
Tk.
9,280.00
8,083.00
8,673.00
DOOR-WINDOW SHUTTER & FLY PROOF WIRE-NET SHUTTER
Item No.
PWD SoR 2018 for Civil Works
Description of Item
Unit
119
Unit Rate
12.6.2
Gamari
sqm
Tk.
7,373.00
12.6.3
Chittagong Teak
sqm
Tk. 13,731.00
12.6.4
Chapalish
sqm
Tk.
12.6.5
Burma Teak
sqm
Tk. 18,718.00
12.7
Supplying, fitting and fixing 36 mm thick and having density 400 kg/cum solid particle
board single leaf flush door for all floors for internal use made of well matured
mechanical seasoned Rubber (Malaysian timber) or other approved wooden frame having
finished size 35 mm x 50 mm around upon which 1.2 mm thick veneer (total two nos of
veneers one of 0.7 mm horizontally made of garjon and another of 0.5 mm vertically
made of Burma Teak or Champa or Chapalish or Garjan wood) are pested on each side
by mechanized process and provided with best quality 4 nos 100 mm long iron hinges, 2
nos best quality 12 mm dia 250 mm and 200 mm long iron tower and socket bolts, 2 (two)
nos heavy type nickel plated handles, hinged cleats, buffer blocks, necessary screws etc.
all complete and accepted by the Engineer-in-charge
12.7.1
Burma Teak veneered
sqm
Tk.
4,989.00
12.7.2
Champ veneered
sqm
Tk.
3,754.00
12.7.3
Chapalish veneered
sqm
Tk.
3,754.00
12.7.4
Garjan veneered
sqm
Tk.
3,885.00
12.8
Manufacturing and supplying, fitting, fixing well matured seasoned (minimum 250 mm wide
plank) wooden fixed louver shutters having 62 mm x 125 mm frame and inner horizontal
wooden louver 150 mm x 25 mm size spaced @ 50 mm c/c fixed with frame in grooves
including cost of screws, nails, 12 mm x 12 mm size wooden bit, preparing the surface by
sand papering etc. all complete as per drawing and accepted by the Engineer-in-charge.
(All sizes of wood are finished).
12.8.1
Gamari
sqm
Tk.
8,930.00
12.8.2
Chittagong Teak
sqm
Tk. 20,624.00
12.8.3
Chapalish
sqm
Tk. 11,930.00
12.8.4
Burma Teak
sqm
Tk. 29,796.00
12.9
Supplying, fitting and fixing well matured seasoned (minimum 250 mm wide plank)
wooden glazed ventilator louver shutters for all floors having wooden outer frame of
section 62 mm x 125 mm with 62 mm x 125 mm size vertical divider with inner 50 mm x 38
mm shutter and with 3 nos horizontal 38 mm x 38 mm sash bar in each part and inner
horizontal glazed louver of size 150 mm x 6 mm fixed in frame @ 154 mm c/c by cutting
grooves in the frame including cost of screws, wooden bit, pivots, sand papering, 5 mm
thick glass, cutting glass to required size etc. all complete as per design, drawing and
accepted by the Engineer-in-charge.(All sizes of wood are finished).
12.9.1
Gamari
sqm
Tk.
12.9.2
Teak Chambal
sqm
Tk. 10,533.00
12.9.3
Chittagong Teak
sqm
Tk. 13,065.00
9,004.00
6,185.00
DOOR-WINDOW SHUTTER & FLY PROOF WIRE-NET SHUTTER
Item No.
PWD SoR 2018 for Civil Works
Description of Item
Unit
120
Unit Rate
12.9.4
Chapalish
sqm
Tk.
7,950.00
12.9.5
Burma Teak
sqm
Tk. 18,462.00
12.10
Supplying fitting and fixing 38 mm thick well matured seasoned (minimum 250 mm wide
plank) wooden door shutters for all floors having styles and rails of section 150 mm x 38
mm and 5 mm glass panes fitted and fixed with wooden batten, putty and nails including
supplying and fitting and fixing 50 mm dia best quality round door lock, 12 mm dia, 2 nos
250 mm long iron tower bolt and 8 nos 100 mm long iron hinges to each shutters, 2 nos
nickel plated handle, 5 mm thick glass, glass cutting, hinged cleats, buffer blocks, screws,
finished with necessary sand papering and putty works etc. all complete and accepted by
the Engineer-in-charge.
12.10.1
Chittagong Teak
sqm
Tk.
8,476.00
12.10.2
Silkarai
sqm
Tk.
6,336.00
12.10.3
Burma Teak
sqm
Tk. 10,852.00
12.11
Supplying, fitting and fixing 25 mm thick well matured seasoned (minimum 250 mm wide
plank) Kathal wood door and window shutters for all floors having 75 mm x 25 mm „Z‟
battens, provided with best quality 6 nos 100 mm long iron hinges, 2 nos 62 mm dia iron
ring fitted with nuts, 2 nos best quality 12 mm dia, 250 mm and 200 mm long iron tower
and socket bolts, hinged cleats, buffer blocks, screws and finished with sand papering in
all floors etc. all complete and accepted by the Engineer-in-charge. (All sizes of wood are
finished).
sqm
Tk.
5,897.00
12.12
Supplying, fitting and fixing 38 mm thick well matured seasoned (minimum 250 mm wide
plank) wood glazed window shutters for all floors having horizontal and vertical sections
of 87 mm x 38 mm and sash bar 38 mm x 38 mm fitted with 3 mm glass panes with putty
and nails and provided with best quality 4 nos 75 mm long iron hinges, 2 (two) nos best
quality 12 mm dia 250 mm and 150 mm long iron tower and socket bolts, 01 no. nickel
plated handles, 02 nos 225 mm long catch hooks or hinged cleats, buffer blocks,
necessary screws and finished with sand papering in all floors etc. all complete and
accepted by the Engineer-in-charge. (All sizes of wood are finished).
12.12.1
Kathal
sqm
Tk.
5,981.00
12.12.2
Gamari
sqm
Tk.
5,166.00
12.12.3
Teak Chambal
sqm
Tk.
7,684.00
12.12.4
Chittagong Teak
sqm
Tk.
9,150.00
12.12.5
Chapalish
sqm
Tk.
6,188.00
12.12.6
Burma Teak
sqm
Tk. 12,276.00
DOOR-WINDOW SHUTTER & FLY PROOF WIRE-NET SHUTTER
Item No.
PWD SoR 2018 for Civil Works
Description of Item
Unit
121
Unit Rate
12.13
Supplying, fitting and fixing 38 mm thick well matured seasoned (minimum 250 mm wide
plank) wooden window shutter one third glazed and two third raised paneling on
both sides for all floors having horizontal and vertical sections of 87 mm x 38 mm and sash
bars 38 mm x 38 mm fitted with 3 mm glass panes with putty and nails and provided with
best quality 4 nos 75 mm long iron hinges. 2 (two) nos. best quality 12 mm dia 250 mm
and 150 mm long iron tower and socket bolts, nickel plated handles, 3 mm glass, 02 nos
225 mm long catch hooks, or hinged cleats, buffer blocks and finished by sand papering in
all floors etc. all complete and accepted by the Engineer-in-charge. (All sizes of wood are
finished).
12.13.1
Kathal
sqm
Tk.
8,582.00
12.13.2
Gamari
sqm
Tk.
7,120.00
12.13.3
Teak Chambal
sqm
Tk. 11,640.00
12.13.4
Chittagong Teak
sqm
Tk. 14,273.00
12.13.5
Chapalish
sqm
Tk.
12.13.6
Burma Teak
sqm
Tk. 19,884.00
12.14
Seasoning of timber in a recognized mechanical timber seasoning plant up to 12% - 16%
moisture content by weight as measured by an electric moisture meter or any other
moisture measuring device etc. all complete including loading, unloading, carriage at both
ends and accepted by the Engineer-in-charge.
cum
Tk.
9,125.00
12.15.1
Supplying, fitting and fixing steel glazed window shutter for all floors with frames as per
design having 25 mm x 25 mm x 5 mm angle section for Chowkat and shutters and 50 mm
x 25 mm x 5 mm T- section used for vertical member and 25 mm x 5 mm F.I. bar for
making box (combining with angle) and 25 mm x 19 mm x 5 mm T-section used for glass
divider etc. including all charges for welding, riveting etc. including cost of supplying all
essential fittings like iron hinges, plate handle, pin-stopper, adjustable cleat and clamps
including supplying, fitting, fixing 3 mm glass panes by pucca putty, for fittig and fixing the
frame, making necessary holes in brick walls and R.C.C works and fitting with C.C. (1:2:4)
and mending good the damages including all cost of carriage, workshop charges,
electricity, and labour for fittings, fixing, curing etc. all complete and accepted by the
Engineer-in-charge. (Rate is excluding the costs of painting).
sqm
Tk.
5,397.00
12.15.2
Supplying, fitting and fixing M.S. door shutter made with 38 mm x 38 mm x 6 mm angle
outer frame, inner member 25 mm x 6 mm F.I. bar, cladding with 16 BWG M.S. sheet, 04
nos. 75 mm long hinge, 02 nos locking arrangement with 50 mm x 50 mm x 6 mm M.S.
angle chowkat including all charges for welding, riveting etc. including cost of supplying all
essential fittings like iron hinges, socket bolts, clamps, for fittig and fixing the frame,
making necessary holes in brick walls and R.C.C works and fitting with C.C. (1:2:4) and
mending good the damages including all cost of carriage, workshop charges, electricity,
and labour for fittings, fixing, curing etc. all complete and accepted by the Engineer-incharge. (Rate is excluding the costs of painting).
sqm
Tk.
5,870.00
8,955.00
DOOR-WINDOW SHUTTER & FLY PROOF WIRE-NET SHUTTER
Item No.
PWD SoR 2018 for Civil Works
Description of Item
Unit
122
Unit Rate
12.16
Supplying, fitting and fixing steel glazed window shutter for all floors with frames as per
design having 19 mm x 19 mm x 19 mm x 3 mm Z-section in frame and 19 mm x 3 mm
F.I. bar for making T-section for horizontal dividers of shutters and 25 mm x 3 mm F.I. bar
for middle vertical members of frame including all cost of charges for fabrication and
manufacture by welding, riveting etc. Supplying all essential fittings like 2 nos stopper
handle, 300 mm long 3 or 2 nos adjustable iron cleats, 6 or 4 nos 50 mm long iron pin
hinges, 150 mm long 4 nos clamps including supplying, fitting, fixing 3 mm glass panes by
pucca putty, for fitting and fixing frame making necessary holes in brick and R.C.C. wall or
member as necessary filling with C.C. (1:2:4) and mending good the damages including all
cost of carriage, electricity, workshop charges and labour for fitting, fixing etc. all complete
as per drawing and design and accepted by the Engineer-in-charge. (Rate is excluding the
costs of painting)
12.16.1
With provision for fan-light by providing necessary additional materials, 03 nos
adjustable 300 mm long iron cleats and 6 nos 50 mm long iron pin hinges (total wt of grill
without glass panes is min 28.13 kg for 15 sft)
sqm
Tk.
3,557.00
12.16.2
Without provision for fan-light by providing 02 nos adjustable 300 mm long iron cleats
and 4 nos 50 mm long iron pin hinges (total wt of grill without glass panes is min 24.84 kg
for 15 sft)
sqm
Tk.
3,324.00
12.17
Manufacturing, supplying fitting and fixing of fixed glazed frame for all floors with outer
member of 19 mm x 19 mm x 19 mm x 3 mm Z-section and vertical and horizontal dividers
of 19 mm x 19 mm x 3 mm T-section including all cost of fabrication and welding,
supplying and fixing of 19 mm x 19 mm x 3 mm angle clamps of 150 mm long (with one
end bifurcated) of required nos with the frame, fixing the frame in wall with (1:2:4) cement
concrete in the hole for clamp after making necessary grooves, supplying and fixing of 3
mm glass panes with pucca putty, mending good all damages, painting iron face with two
coats of synthetic enamel paint over a coat of anti-corrosive priming of approved colour
and quality etc. cost of electricity, workshop charges, carriage etc. all complete as per
drawing and accepted by the Engineer-in-charge. [Rate is excluding the cost of painting]
sqm
Tk.
3,282.00
(Scope of work of this item is in staircase and over partition wall etc.)
12.18
Supplying, fitting and fixing 25 mm thick wooden double leaf fly proof wire mesh
window shutter for all floors with 75 mm x 25 mm vertical and horizontal style and sash
bar of 38 mm x 25 mm section provided with 24 B.W.G. G.I wire mesh netting of 20 mm
mesh fitted and fixed with shutter by 12 mm x 12 mm wooden bit, brass screws, nails etc.
including supply of all necessary fittings such as 2 nos 150 mm long brass tower and
socket bolt of best quality 4 nos 75mm long brass hinges, heavy type 2 nos 150 mm long
catch hook and 2 nos 100 mm long brass handle including fitting and fixing the same in
position with frame with supply of necessary screws and nails etc. complete and accepted
by the Engineer-in-charge. (All sizes of wood are finished)
12.18.1
Kathal
sqm
Tk.
5,136.00
12.18.2
Teak Chambal
sqm
Tk.
6,228.00
12.18.3
Chittagong Teak
sqm
Tk.
7,168.00
12.18.4
Burma Teak
sqm
Tk.
9,171.00
12.19
Supplying, fitting and fixing of well matured seasoned wooden louver shutter (Chittagong
Teak) having 75.50 mm x 38 mm size all around frame and inner horizontal wooden louver
blade 65 mm x 20 mm spaced @ 38 mm c/c, fixed with frame in grooves including cost of
nails, handle, tower bolt, screws (brass fitting) etc. all complete as per drawing and
accepted by the Engineer-in-charge.
sqm
Tk. 15,058.00
DOOR-WINDOW SHUTTER & FLY PROOF WIRE-NET SHUTTER
Item No.
PWD SoR 2018 for Civil Works
123
Description of Item
Unit
12.20
Supplying, fitting and fixing 75 mm X 19 mm well matured seasoned Chittagong Teak
wood moulding bit as per design etc. all complete approved and accepted by the
Engineer-in-charge.
meter
Tk.
1,333.00
12.21
Extra cost for using brass/ SS fittings in place of iron fittings in doors & windows for all
floors (super quality local).
12.21.1
Brass fittings of door
sqm
Tk.
638.00
12.21.2
SS fittings of door
sqm
Tk.
329.00
12.21.3
Brass fittings of windows
sqm
Tk.
842.00
12.21.4
SS fittings of windows
sqm
Tk.
459.00
12.22
Supplying, fitting and fixing hydraulic door closer (big size) of approved quality
including all necessary tools and accessories etc. all complete and accepted by the
Engineer-in-charge.
each
Tk.
1,808.00
12.23.1
Supplying, fitting and fixing mortice door lock of approved quality including all
necessary tools and accessories etc. all complete approved and accepted by the
Engineer-in-charge.
each
Tk.
1,023.00
12.23.2
Supplying, fitting and fixing rim/round door lock of approved quality including all
necessary tools and accessories etc. all complete and accepted by the Engineer-incharge.
each
Tk.
963.00
12.24
Supplying, fitting and fixing of best quality magnetic door shock absorber of approved
quality including all necessary tools and accessories etc. all complete and accepted by the
Engineer-in-charge.
each
Tk.
420.00
12.25
Supplying, fitting and fixing best quality heavy type 19 mm dia and 300 mm long brass
hasp bolt including cutting grooves in door shutter and frames, screws etc. all complete
approved and accepted by the Engineer-in-charge.
each
Tk.
525.00
12.26
Supplying, fitting and fixing approved best quality foreign made stainless steel/brass
door viewer/eye viewer from 12 mm to 20 mm diameter with adjustable thickness
suitable for fitting from 37 mm to 50 mm thick door shutter including all necessary work as
per direction and accepted by the Engineer-in-charge.
each
Tk.
595.00
………………….. END OF DIVISION TWELVE …………………..
Unit Rate
PWD SoR 2018 for Civil Works
WINDOW GRILL, VERANDAH GRILL & NETTING
124
DIVISION 13 : WINDOW GRILL, VERANDAH GRILL & NETTING
Item No.
Description of Item
Unit
Unit Rate
13.1
Supplying, fitting and fixing window grills made of 16 mm dia M.S. rod @ 100 mm c/c
fitted with 3 (three) nos. horizontal M.S. flat bar (38 mm x 6 mm) including fabrication,
welding, riveting, cost of electricity, workshop charges, carriage, fixing with pre-placed
clamps in wall/RCC member for all floors etc. complete and accepted by the Engineer-incharge. (Total weight per sqm should be approx. 22.8 kg and add or deduct @ Tk. 97.00
for each kg/sqm excess or less respectively)
sqm
Tk.
2,206.00
13.2
Supplying, fitting and fixing window grills of any design made of 20 mm x 3 mm mild
steel section with outer frame of 25 mm x 6 mm F.I. bar including fabricating, welding,
cost of electricity, workshop charges, carriage, fixing with pre-placed clamps in walls or
RCC member, all necessary tools and plants etc complete for all floors and accepted by
the Engineer-in-charge. (Total weight per sqm should be approx 11.0 kg. and add or
deduct @ Tk. 146.00 for each kg/sqm excess or less respectively)
sqm
Tk.
1,610.00
13.3
Supplying, fitting and fixing window grills of any design made with 20 mm x 5 mm F.I.
bar as inner and outer section; including fabricating, welding, cost of electricity and tools
and plants etc. complete for all floors accepted by the Engineer-in-charge.
(Total weight per sqm should be min 12 kg. and add or deduct. @ Tk. 143.00 for each
kg/sqm excess or less respectively)
sqm
Tk.
1,719.00
13.3.1
Supplying, fitting and fixing window grills of any design made with 20 mm x 5 mm F.I.
bar as inner members but no outer frame; including fabricating, welding, cost of
electricity and tools and plants etc. complete for all floors accepted by the Engineer-incharge. (Total weight per sqm should be approx 10 kg. and add or deduct. @ Tk. 160.00
for each kg/sqm excess or less respectively)
sqm
Tk.
1,596.00
13.4.1
Supplying, fitting, fixing window grills of any design made with 25 mm x 6 mm F.I. bar
as both outer and inner section; including fabrication, welding, cost of electricity
workshop charges, carriage, cutting grooves, mending good the damages, tools and
plants etc. complete for all floors accepted by the Engineer-in-charge. (Total weight per
sqm should be approx 21 kg. and add or deduct @ Tk. 111.00 for each kg/sqm excess or
less respectively)
sqm
Tk.
2,334.00
13.4.1.1
Supplying, fitting, fixing window grills of any design made with 25 mm x 6 mm F.I. bar
as inner section but no outer frame; including fabrication, welding, cost of electricity
workshop charges, carriage, cutting grooves, mending good the damages, tools and
plants etc. complete for all floors accepted by the Engineer-in-charge. (Total weight per
sqm should be approx 18 kg. and add or deduct @ Tk. 118.00 for each kg/sqm excess or
less respectively)
sqm
Tk.
2,115.00
13.4.2
Supplying, fitting and fixing window grill made of M.S. section 25 mm x 6mm outer
frame and 20 mm x 5 mm inner member as per drawing and design approved and
accepted by the Engineer-in-charge. (Total weight per sqm should be min 14 kg. and add
or deduct @ Tk. 130.00 for each kg/sqm excess or less respectively)
sqm
Tk.
1,825.00
13.5.1
Supplying, fitting and fixing window grill made of 12 mm x 12 mm M.S. solid bar 140
mm c/c with outer frame of 38 mm x 6mm F.I. bar as per design approved and
accepted by the Engineer-in-charge.
sqm
Tk.
2,442.00
13.5.2
Supplying, fitting and fixing window grill made of 10 mm x 10 mm M.S. solid bar
140mm c/c with outer frame of 38 mm x 6mm F.I. bar as per design approved and
accepted by the Engineer-in-charge.
sqm
Tk.
2,473.00
PWD SoR 2018 for Civil Works
WINDOW GRILL, VERANDAH GRILL & NETTING
Item No.
125
Description of Item
Unit
13.5.3
Supply, fitting and fixing window grill made of 12 mm x 12 mm hollow M.S. box made
of minimum 16 BG M.S. sheet @ 100mm c/c with outer frame of 38 mm x 6 mm F.I. bar as
per drawing approved and accepted by the Engineer-in-charge.
sqm
Tk.
2,002.00
13.6
Supplying, fitting and fixing window grills made of mild steel section of 25 mm x 3 mm
including fabrication, welding, cost of electricity, workshop charges, carriage, fixing with
pre-placed clamps in walls or RCC member, all necessary tools and plants etc complete
for all floors and accepted by the Engineer-in-charge. (Total weight per sqm should be min
8.0 kg. and add or deduct @ Tk. 220.00 for each kg/sqm excess or less respectively)
sqm
Tk.
1,764.00
13.7
Supplying, fitting and fixing veranda grill made of 10 mm dia M.S. rods provided @ 100
mm c/c in any position both ways as per design with outside frame 25 mm x 25 mm x 6
mm M.S. angle including fabricating, welding in each point, painting 2 coats of synthetic
enamel paint over a coat of anti-corrosive priming, including cost of electricity, tools and
plants, workshop charges, carriage of the same including cutting groves in the R.C.C. or
brick work, mending good the damages with C.C. (1:2:4) etc. complete for all floors
accepted by the Engineer-in-charge. [Rate is excluding the cost of painting] (Total weight
per sqm should be min 16.80 kg. and add or deduct @ Tk. 124.00 for each kg/sqm excess
or less respectively)
sqm
Tk.
2,087.00
13.8
Supplying, fitting and fixing verandah grill made of 10 mm dia M.S. rod provided @ 75
mm c/c in any position both ways as per design with outside frame of 25 mm x 25 mm x 6
mm M.S. angle including fabricating, welding in each point , painting 2 coats of synthetic
enamel paint over a coat of anti-corrosive priming including cost of electricity, tools and
plants, workshop charges, carriage of the same including cutting groves in the R.C.C. or
brick work, mending good the damages with C.C. (1:2:4) etc, all complete for all floors
accepted by the Engineer-in-charge. [Rate is excluding the cost of painting] (Total weight
per sqm should be min 21.00 kg. and add or deduct @ Tk. 112.00 for each kg/sqm excess
or less respectively)
sqm
Tk.
2,357.00
………………….. END OF DIVISION THIRTEEN …………………..
Unit Rate
ALUMINIUM DOOR, WINDOW FRAME AND GLASS WORKS
PWD SoR 2018 for Civil Works
126
DIVISION 14: ALUMINIUM DOOR, WINDOW FRAME AND GLASS WORKS
Item No.
Description of Item
Unit
Unit Rate
14.1
Supplying fitting and fixing of aluminium swing door with spandrel as per the U.S.
Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and
BDS 1879:2014 having 1.8 mm thick wall frame (size 101.60 mm, 44.45 mm, 83.21 mm),
2.33 mm thick shutter (size 54 mm, 46 mm), 0.99 mm thick door glass bit (size 16.54 mm,
14.49 mm, 0.115 kg/m), 2.5 mm thick clousure section (size 101.60 mm, 42.93 mm,1.2
mm), 106.60 mm clousure cover (0.45 kg/m), 4 mm thick floor bottom (size 101.60 mm,
12.70 mm, 1 kg/m), 1.8 mm thick shutter bottom (size 82.6 mm, 43.99 mm, 0.60 kg/m), 1.8
mm thick shutter top (size 51 mm, 43.99 mm, 1.88 kg/m) and 2.3 mm to 4.01 mm thick
handle (size 101.60 mm, 38.10 mm, 25.40 mm short, 1.35 kg/m) section of all aluminum
members will be anodized to aluminium bronze/silver/ss/black colour with a coat not less
than 15 micrones in thickness or powder coated to any colour with a coat not less than 25
micrones in thickness and density of 4 mg per square cm etc. including all accessories like
swing door clousure, swing door lock, swing door mohiar, labour charge, fabrication,
fitting fixing in position, carriage and electricity charge keeping provision for fitting 5 mm
thick glass including neoprene sealant etc. complete in all respect as per drawing and
accepted by the Engineer-in-charge. (Total weight min 23 kg/m2)
14.1.1
Anodized to s.s colour/ black colour
sqm
Tk.
6,849.00
14.1.2
Anodized to bronze colour
sqm
Tk.
6,613.00
14.1.3
Anodized to silver colour
sqm
Tk.
6,592.00
14.1.4
Powder coated to any colour
sqm
Tk.
6,863.00
14.2
Supplying fitting and fixing of aluminium swing door as per the U.S. Architectural
Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014
having 1.8 mm thick wall frame (size 101.60 mm. 44.45 mm. 83.21 mm). 2.33 mm thick
shutter (size 54 mm, 46 mm), 0.99 mm thick door glass bit (size 16.54 mm. 14.49 mm
0.115 kg/m), 2.5 mm thick clousure section (size 101.60 mm, 42.93 mm 1.2 mm), 106.60
mm clousure cover (0.45 kg/m), 4 mm thick floor bottom (size 101.60 mm. 12.70 mm 1
kg/m), 1.8 mm thick shutter bottom (size 82.6 mm, 43.99 mm, 0.60 kg/m), 1.8 mm thick
shutter top (size 51 mm, 43.99 mm, 1.88 kg/m) and 2.3 mm to 4.01 mm thick handle (size
101.60 mm, 38.10 mm, 25.40 mm short, 1.35 kg/m) section of all aluminum members will
be anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15
micrones in thickness or powder coated to any colour with a coat not less than 25
micrones in thickness and density of 4 mg per square cm etc. including all accessories like
swing door clousure, swing door lock, swing door mohiar, labour charge, fabrication,
fitting fixing in position, carriage and electricity charge keeping provision for fitting 5 mm
thick glass including neoprene sealant etc. complete in all respect as per drawing and
accepted by the Engineer-in-charge. (Total weight min 23 kg/m2)
14.2.1
Anodized to s.s colour/ black colour
sqm
Tk.
6,379.00
14.2.2
Anodized to bronze colour
sqm
Tk.
6,302.00
14.2.3
Anodized to silver colour
sqm
Tk.
6,165.00
14.2.4
Powder coated to any colour
sqm
Tk.
6,516.00
ALUMINIUM DOOR, WINDOW FRAME AND GLASS WORKS
Item No.
PWD SoR 2018 for Civil Works
Description of Item
Unit
127
Unit Rate
14.3
Supplying, fitting and fixing of aluminium composite swing doors with fixed partition
as per the U. S. Architectural Aluminium Manufacturer‟s Association (AAMA) standard
specification and BDS 1879:2014 having 1.5 mm thick wall frame (size 101.60, 44.45 mm,
0.86 kg/m), 1.8 mm thick shutter side (size 54 mm, 46 mm, 1.2 kg/m ), 1 mm thick door
glass bit (size 16.54 mm, 14. 49 mm, 0.115 kg/m), 1.8 mm thick closure section (size
101.54 mm, 42.93 mm, 1.20 kg/m), 1.5 thick closure cover (101.60 mm, 0.45 kg/m), 4 mm
thick floor bottom (size 101.60 mm, 12.70 mm, 1 kg/m), 1.8 mm thick shutter bottom (size
86.60 mm, 43.99 mm , 0.60 kg/m), 1.8 mm thick shutter top (size 51 mm, 43.99 mm, 1.88
kg/m) 2.3mm to 4.01mm thick handle (short) (size 101.60 mm, 38.10 mm, 25.40 mm, 1.35
kg/m), 1.5 mm thick top and side (size 101.60 mm, 44.45 mm, 1.3 kg/m), 1.50 mm thick
bottom (size 101.35 mm, 44.45 mm, 1.10 kg/m), 1.50 mm thick bottom cover (44.32 mm,
19.61mm, 0.392 kg/m), 1.50 mm thick grouve cover (size 83.21 mm, 16.00 mm, 0.57
kg/m), 0.99 mm thick fixed glass protector (size 39.09 mm, 14.81 mm, 0.188 kg/m), 0.99
mm thick fixed glass protector bit (size 15.75 mm, 14.81 mm, 0.13 kg/m) section of all
aluminum members will be anodized to aluminium bronze/silver/ss/black colour with a coat
not less than 15 micrones in thickness or powder coated to any colour with a coat not less
than 25 micrones in thickness and density of 4 mg per square cm etc. (Total weight min
69.699 kg) keeping provision for 5 mm of glass panes with cost including all accessories
like swing door clouser, swing door lock , swing door mohair, flush bolt , bolts and nuts
including sealants, labour charge for fitting , fixing by angles, screws, mohiar, washer,
machinery, cost of fabrication, making the grooves, mending good the damages, electricity
etc. complete in all respect as per drawing and accepted by the Engineer-in-charge.
14.3.1
Anodized to s.s colour/ black colour
sqm
Tk.
3,416.00
14.3.2
Anodized to bronze colour
sqm
Tk.
3,358.00
14.3.3
Anodized to silver colour
sqm
Tk.
3,283.00
14.3.4
Powder coated to any colour
sqm
Tk.
3,494.00
14.4
Supplying, fitting and fixing of aluminium sliding doors as per the U.S. Architectural
Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014
having 1.2 mm thick outer bottom (size 75.50 mm, 17.79 mm, 0.528 kg/m), 1.2 mm thick
outer top (size 75.50 mm, 26.80 mm, 0.78 kg/m) 1.2 mm thick shutter top (size 33 mm,
26.80 mm, 0.536 kg/m), 1.2 mm shutter bottom (size 60 mm, 24 mm, 0.736 kg/m), 1.2 mm
thick outer side(size 75.50 mm, 19.90 mm, 0.616 kg/m) 1.5 mm thick shutter lock (size
49.20 mm, 26.20 mm, 0.661 kg/m), 1.2 mm thick inter lock (size 34.40 mm, 32.10 mm,
0.665 kg/m), 1.2 mm thick shutter divider (size 31.75 mm, 0.535 kg/m) sections all
aluminum members (Total weight 14.789 kg) will be anodized to aluminium
bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness or powder
coated to any colour with a coat not less than 25 micrones in thickness and density of 4
mg per square cm etc. including all accessories like handle, sliding door key lock , sliding
door wheel, sliding door mohiar, sliding door neoprene, bolts and nuts including sealants,
keeping provision for fitting 5mm thick glass including labour charge for fitting of
accessories, making grooves and mending good damages, carriage, and electricity
complete in all respect as per drawing and accepted by the Engineer-in-charge.
Size up to: 2100 mm x 2100 mm
14.4.1
Anodized to s.s colour/ black colour
sqm
Tk.
2,928.00
14.4.2
Anodized to bronze colour
sqm
Tk.
2,841.00
14.4.3
Anodized to silver colour
sqm
Tk.
2,831.00
14.4.4
Powder coated to any colour
sqm
Tk.
3,014.00
ALUMINIUM DOOR, WINDOW FRAME AND GLASS WORKS
Item No.
PWD SoR 2018 for Civil Works
Description of Item
Unit
128
Unit Rate
14.5
Supplying, fitting and fixing of aluminium sliding doors as per the U.S. Architectural
Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014
having 1.2 m mm thick outer bottom (size 75.50 mm, 17.79 mm, 0.528 kg/m), 1.2 mm thick
outer top (size 75. 50 mm, 26.80 mm 0.78 kg/m), 1.2 mm thick shutter top (size 33 mm,
26.80 mm, 0.536 kg/m), 1.2 mm thick shutter bottom (size 60 mm, 24 mm, 0.736 kg/m),
1.2 mm thick side (size 75.50 mm, 19.90 mm, 0.616 kg/m), 1.2 mm thick sliding fixed side
(size 31 mm, 26 mm , 0.422 kg/m) 1.2 mm thick shutter lock (size 49.20 mm , 26. 20 mm ,
0.661 kg/m), 1.2 mm thick inter lock (size 34.40 mm, 32.10 mm, 0.665 kg/m) 1.2 mm thick
shutter divider (size 31.75 mm, 0.535 kg/m) and 1.4 mm to 1.5 mm thick spandrel (7.14
mm, 0.70 kg/m) sections all aluminium members (total weight 19.72 kg) will be anodized to
aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness
or powder coated to any colour with a coat not less than 25 micrones in thickness and
density of 4 mg per square cm etc. including all accessories like sliding door key lock,
sliding door whee , sliding door mohiar, sliding door neoprene, bolts and nuts including
sealants, keeping provision for fitting 5mm thick glass including labour charge for fitting of
accessories, making grooves and mending good damages, carriage, and electricity
complete in all respect as per drawing and accepted by the Engineer-in-charge. Size up
to: 1800 mm x 2100 mm
14.5.1
Anodized to s.s colour/ black colour
sqm
Tk.
4,021.00
14.5.2
Anodized to bronze colour
sqm
Tk.
3,951.00
14.5.3
Anodized to silver colour
sqm
Tk.
3,886.00
14.5.4
Powder coated to any colour
sqm
Tk.
4,146.00
14.6
Supplying, fitting and fixing of aluminium sliding window as per the U.S. Architectural
Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014
having 1.2 mm thick outer bottom (size 75.50 mm, 32mm), 1.2 mm thick outer top (size
75.50 mm, 16.80 mm), 1.2 mm thick shutter top (size 33 mm.26.80, 22 mm), 1.2 mm thick
shutter bottom (size 60mm, 24.40 mm), 1.2 mm thick outer side (size 75.50 mm,19.90
mm), 1.2 mm thick shutter lock (size 49.20 mm 26.20 mm) and 1.2 mm thick inter lock
(size 34.40 mm, 32.10 mm) sections all aluminium members (total weight kg/sqm) will be
anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones
in thickness or powder coated to any colour with a coat not less than 25 micrones in
thickness and density of 4 mg per square cm etc. including all accessories like sliding door
key lock, sliding door wheel, sliding door mohiar, sliding door neoprene, bolts and nuts
including sealants, keeping provision for fitting 5 mm thick glass including labour charge
for fitting of accessories, making grooves and mending good damages, carriage, and
electricity complete in all respect as per drawing and accepted by the Engineer-in-charge.
14.6.1
Size up to: 1500 mm x 1400 mm. (total weight minimum 9.081 kg)
14.6.1.1
Anodized to s.s colour/ black colour
sqm
Tk.
3,611.00
14.6.1.2
Anodized to bronze colour
sqm
Tk.
3,563.00
14.6.1.3
Anodized to silver colour
sqm
Tk.
3,485.00
14.6.1.4
Powder coated to any colour
sqm
Tk.
3,720.00
14.6.2
Size up to: 900 mm x 1400 mm (total weight minimum 7.409 kg)
14.6.2.1
Anodized to s.s colour/ black colour
sqm
Tk.
5,042.00
ALUMINIUM DOOR, WINDOW FRAME AND GLASS WORKS
Item No.
PWD SoR 2018 for Civil Works
Description of Item
Unit
129
Unit Rate
14.6.2.2
Anodized to bronze colour
sqm
Tk.
4,950.00
14.6.2.3
Anodized to silver colour
sqm
Tk.
4,841.00
14.6.2.4
Powder coated to any colour
sqm
Tk.
5,198.00
14.7
Supplying, fitting and fixing of aluminium sliding composite window with mosquito
mesh as per the U.S. Architectural Aluminium Manufacturer‟s Association (AAMA)
standard specification and BDS 1879:2014 having 1.2 mm thick outer bottom (size 95.00
mm, 38 mm, 0.870 kg/m), 1.2 mm thick outer top (size 95.00 mm, 28.50 mm, 0.97kg/m),
1.2 mm thick shutter top (size 33 mm, 26.80 mm, 22 mm, 0.536 kg/m), 1.2 mm thick
shutter bottom (size 60 mm, 24.40 mm, 0.736 kg/m), 1.2 mm thick outer side (size 95.00
mm, 19.50 mm, 0.738 kg/m), 1.2 mm thick shutter lock (size 49.20 mm, 26.2 mm, 0.661
kg/m), 1.2 mm thick shutter lock (size 34.40 mm, 32.10 mm, 0.665 kg/m), 1.2 mm thick
mesh section (size 42.20 mm, 13.20 mm 0.460 kg/m), all aluminium members (total weight
12.79 kg) will be anodized to aluminium bronze/silver/ss/black colour with a coat not less
than 15 micrones in thickness or powder coated to any colour with a coat not less than 25
micrones in thickness and density of 4 mg per square cm etc. including all accessories like
sliding door key lock, sliding door wheel, sliding door mohiar, sliding door neoprene, bolts
and nuts including sealants, keeping provision for fitting fiber mesh including labour charge
for fitting of accessories, making grooves and mending good damages, carriage, and
electricity complete in all respect as per drawing and accepted by the Engineer-in-charge.
14.7.1
Size up to: 1524 mm x 1372 mm
14.7.1.1
Anodized to s.s colour/ black colour
sqm
Tk.
4,626.00
14.7.1.2
Anodized to bronze colour
sqm
Tk.
4,518.00
14.7.1.3
Anodized to silver colour
sqm
Tk.
4,423.00
14.7.1.4
Powder coated to any colour
sqm
Tk.
4,755.00
14.7.2
Size up to: 1280 mm x 1372 mm
14.7.2.1
Anodized to s.s colour/ black colour
sqm
Tk.
5,231.00
14.7.2.2
Anodized to bronze colour
sqm
Tk.
5,112.00
14.7.2.3
Anodized to silver colour
sqm
Tk.
5,009.00
14.7.2.4
Powder coated to any colour
sqm
Tk.
5,372.00
14.7.3
Size up to: 762 mm x 610 mm
14.7.3.1
Anodized to s.s colour/ black colour
sqm
Tk. 10,553.00
14.7.3.2
Anodized to bronze colour
sqm
Tk. 10,340.00
14.7.3.3
Anodized to silver colour
sqm
Tk. 10,156.00
14.7.3.4
Powder coated to any colour
sqm
Tk. 10,810.00
ALUMINIUM DOOR, WINDOW FRAME AND GLASS WORKS
Item No.
PWD SoR 2018 for Civil Works
Description of Item
Unit
130
Unit Rate
14.8
Supplying, fitting and fixing of aluminium fixed composite window as per the U.S.
Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and
BDS 1879:2014 having 1.2 mm thick outer bottom (size 75.50 mm, 32 mm, 0.695 kg/m),
1.2 mm thick outer top (size 75.50mm, 26.80 mm, 0.78 kg/m), 1.2 mm thick shutter top
(size 33 mm, 26.80 mm, 0.536 kg/m), 1.25 mm thick shutter bottom (size 60 mm, 24.40
mm, 0.736 kg/m), 1.2 mm thick outer side (size 75.50 mm, 19.90 mm, 0.616 kg/m), 1.2
mm thick sliding fixed side (size 31 mm, 26 mm, 0.422 kg/m), 1.2 mm thick shutter lock
(size 49.20 mm, 26.20 mm, 0.661 kg/m), 1.2 mm thick inter lock (size 34.40 mm, 32.10
mm 0.665 kg/m) 1.2 mm thick bottom cover (size 37.78 mm, 31.78 mm, 0.313 kg/m), 1.2
mm thick grouve cover (size 76.20 mm, 38.10 mm, 0.912 kg/m), 1.2 mm thick grouve
cover ( size 57.15 mm, 15.80 mm, 0.452 kg/m) and 1.2 mm thick top and side (size 76.20
mm, 38.10 mm, 0.3 kg/m) sections all aluminium members (total weight 12.297 kg) will be
anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones
in thickness or powder coated to any colour with a coat not less than 25 micrones in
thickness and density of 4 mg per square cm etc.including all accessories like sliding door
key lock, sliding door wheel, sliding door mohiar, sliding door neoprene, bolts and nuts
including sealants, keeping provision for fitting 5 mm thick glass including labour charge
for fitting of accessories, making grooves and mending good damages, carriage, and
electricity complete in all respect as per drawing and accepted by the Engineer-in-charge.
Size up to: 1500 mm x 2100 mm.
14.8.1
Anodized to s.s colour/ black colour
sqm
Tk.
3,474.00
14.8.2
Anodized to bronze colour
sqm
Tk.
3,409.00
14.8.3
Anodized to silver colour
sqm
Tk.
3,355.00
14.8.4
Powder coated to any colour
sqm
Tk.
3,581.00
14.9
Supplying, fitting and fixing of aluminium top hung/casement windows as per the U.S.
Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and
BDS 1879:2014 having 1.2 mm thick casement outer (size 38.86 mm, 36.36 mm,
0.395kg/m), 1.9 mm thick casement shutter (size 47.62 mm, 28.57 mm, 0.692 kg/m), and
1.245 mm thick shutter glass clip (size 15.87 mm, 27 mm, 0.188 kg/m) sections of all
aluminium members (total weight 7.584 kg) will be anodized to aluminium
bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness or powder
coated to any colour with a coat not less than 25 micrones in thickness and density of 4
mg per square cm etc.including all accessories 4-bar hinge, casement handle, bolts and
nuts keeping provision for fitting 5 mm thick glass including labour charge for fitting of
accessories, making grooves and mending good damages, carriage, and electricity
complete in all respect as per drawing and accepted by the Engineer-in-charge.
14.9.1
Anodized to s.s colour/ black colour
sqm
Tk. 11,099.00
14.9.2
Anodized to bronze colour
sqm
Tk. 10,980.00
14.9.3
Anodized to silver colour
sqm
Tk. 10,871.00
14.9.4
Powder coated to any colour
sqm
Tk. 11,237.00
ALUMINIUM DOOR, WINDOW FRAME AND GLASS WORKS
Item No.
PWD SoR 2018 for Civil Works
Description of Item
Unit
131
Unit Rate
14.10
Supplying fitting and fixing of aluminium corrugated curtain wall as per the U.S.
Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and
BDS 1879:2014 having 1.2 mm thick bottom cover (size 37.78 mm 31.78 mm, 0.313
kg/m), 1.2 mm thick grouve cover (size 76.20 m 38.10 mm, 0.912 kg/m), 1.2 mm thick
grouve cover (size 57.15 mm, 15.80 mm 0.45 kg/m), 1.2 mm thick top and side (size 76.2
mm, 57.15 mm, 0.153 kg/m) and 1.8 mm thick spandrel (7.14 mm, 0.70 kg/m) sections of
will be anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15
micrones in thickness or powder coated to any colour with a coat not less than 25
micrones in thickness and density of 4 mg per square cm etc. including all accessories like
rivet, screws fixed neoprene etc. complete in all respect as per drawing and accepted by
the Engineer-in-charge.
14.10.1
Size up to: 3000 mm x 2100 mm (Total weight 50.228 kg)
14.10.1.1
Anodized to s.s colour/ black colour
sqm
Tk.
5,868.00
14.10.1.2
Anodized to bronze colour
sqm
Tk.
5,761.00
14.10.1.3
Anodized to silver colour
sqm
Tk.
5,612.00
14.10.1.4
Powder coated to any colour
sqm
Tk.
6,001.00
14.10.2
Size up to: 3000 mm x 750 mm (Total weight 26.136 kg)
14.10.2.1
Anodized to s.s colour/ black colour
sqm
Tk.
7,366.00
14.10.2.2
Anodized to bronze colour
sqm
Tk.
7,202.00
14.10.2.3
Anodized to silver colour
sqm
Tk.
7,025.00
14.10.2.4
Powder coated to any colour
sqm
Tk.
7,513.00
14.11
Supplying fitting and fixing of aluminium fixed fan light as per the U.S. Architectural
Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014
having 1.2 mm thick bottom cover (size 76.2 mm, 38.10 mm, 0.76 kg/m) and 2.5 mm thick
grouve cover section (size 57.15mm, 15.80 mm, 0.425 kg/m) and 1.2 thick top and side
section (76.20 mm, 16 mm, 38.10 mm, 0.961 kg/m) fixed with above mentioned frames
and all aluminium members (Total weight 5.365 kg) will be anodized to aluminium
bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness or powder
coated to any colour with a coat not less than 25 micrones in thickness and density of 4
mg per square cm etc. including all accessories, neoprene, sealant, nut and bolt etc.
complete in all respect as per drawing and accepted by the Engineer-in-charge.
14.11.1
Anodized to s.s colour/ black colour
sqm
Tk.
4,304.00
14.11.2
Anodized to bronze colour
sqm
Tk.
4,241.00
14.11.3
Anodized to silver colour
sqm
Tk.
3,917.00
14.11.4
Powder coated to any colour
sqm
Tk.
4,149.00
ALUMINIUM DOOR, WINDOW FRAME AND GLASS WORKS
Item No.
PWD SoR 2018 for Civil Works
Description of Item
Unit
132
Unit Rate
14.12
Supplying fitting and fixing of aluminium fixed louver as per the U.S. Architectural
Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014
having 1.2mm thick wall frame (size 76.20 mm, 38.10 mm, 0.707 kg/m), 5 mm thick louver
section (size 55.02 mm, 37.39 mm, 0.22 kg/m) and 2.50 mm thick louver outer section
(size 39.67 mm, 15.06 mm, 0.265 kg/m) and inner inclined aluminium louver section fixed
with above mentioned frame and all aluminium members (total weight 7.992 kg) will be
anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones
in thickness or powder coated to any colour with a coat not less than 25 micrones in
thickness and density of 4 mg per square cm etc including all accessories, neoprene,
sealant, nuts and bolts etc. complete in all respect as per drawing and accepted by the
Engineer-in-charge.
14.12.1
Anodized to s.s colour/ black colour
sqm
Tk.
7,168.00
14.12.2
Anodized to bronze colour
sqm
Tk.
6,992.00
14.12.3
Anodized to silver colour
sqm
Tk.
6,948.00
14.12.4
Powder coated to any colour
sqm
Tk.
7,621.00
14.13
Supplying, fitting, fixing of aluminium sliding fly proof netting shutter as per the U.S.
Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and
BDS 1879:2014 having 1.2 mm thick outer frame (size 38 mm x 18 mm), 1.2 mm thick
mosquito net shutter frame mesh section (size 38 mm x 12 mm). All aluminium members
(total weight 12.79 kg) will be anodized to aluminium bronze/silver/ss/black colour with a
coat not less than 15 micrones in thickness or powder coated to any colour with a coat not
less than 25 micrones in thickness and density of 4 mg per square cm etc. including all
accessories like wheel, sealent, rubber, bolts and nuts keeping provision for fitting fiber
mesh including labour charge for fitting of accessories, making grooves and mending good
damages, carriage, and electricity, all complete in all respect as per drawing and accepted
by the Engineer-in-charge.
14.13.1
Anodized to s.s colour/ black colour
sqm
Tk.
3,045.00
14.13.2
Anodized to bronze colour
sqm
Tk.
2,961.00
14.13.3
Anodized to silver colour
sqm
Tk.
2,866.00
14.13.4
Powder coated to any colour
sqm
Tk.
3,158.00
14.14
Supplying, fitting and fixing in Aluminium door frames, windows, partitions and curtain wall
distortion free glass of approved quality and shade including cost of fitting fixing all
necessary accessories etc. complete in all respect as per drawing and accepted by the
Engineer-in-charge.
14.14.1.1
5 mm thick clear glass
sqm
Tk.
1,133.00
14.14.1.2
6 mm thick clear glass
sqm
Tk.
1,380.00
14.14.2.1
5 mm thick tinted glass
sqm
Tk.
1,352.00
14.14.3.1
5 mm thick ambushed/ frosted glass
sqm
Tk.
1,120.00
14.14.4.1
5 mm thick reflecting glass
sqm
Tk.
1,350.00
ALUMINIUM DOOR, WINDOW FRAME AND GLASS WORKS
Item No.
PWD SoR 2018 for Civil Works
Description of Item
Unit
133
Unit Rate
14.14.4.2
6 mm thick reflecting glass
sqm
Tk.
1,493.00
14.15
Supplying, fabrication and Installation of approved colour (4 mm thick) Aluminium
composite panel (Alucobond/Alcopanel/Alpolic) as per US Architectural Aluminium
Manufacturer's Association (AAMA) in column, beam and wall surface providing with 44
mm x 44 mm x 1.5 mm aluminum section including supply of necessary hardwares,
consumables, scaffolding etc fitted with necessary accessories like rivet, screw, rowel bolt
etc. all complete in all respect as per drawing and direction of the Engineer-in-charge.
sqm
Tk.
6,944.00
14.16
Supplying, fitting and fixing of aluminium curtain wall with aluminium top hung/casement
windows as per the US Architectural Aluminium Manufacturer's Association (AAMA)
standard specification and BDS 1879:2014 having 100 mm , 50mm, 2mm curtain wall submullim outer and inner frame, 15 mm thick casement outer frame (size 38.86 mm 36.6
mm), 1.9 mm thick casement shutter (size 47.62 mm, 28.57 mm,) 1.2 mm thick shutter
glass strips, all aluminium member will be powder coated with coat not less than 1.5
micron in thickness including all accessories 4 bar hinge casement handle, 50 mm x 50
mm x 6 mm aluminium angle, steel rowel bolt, screws , rivets norton tape masking tape,
structural sealant, gum bracket rod etc. all complete in all respect as per drawing and
direction of the Engineer-in-charge.
sqm
Tk.
9,240.00
14.17
Supplying, fitting and fixing of aluminium curtain wall and aluminium top hung/casement
windows ad per the US Architectural Aluminium Manufacturer's Association (AAMA)
standard specification and BDS 1879:2014 having 50 mm , 50 mm, 2 mm curtain wall submullim outer and inner frame, 15 mm thick casement outer frame (size 38.86 mm 36.6
mm), 1.9 mm thick casement shutter (size 47.62mm, 28.57mm,) 1.2 mm thick shutter
glass strips, all aluminium member will be powder coated with coat not less than 1.5
micron in thickness including all accessories 4 bar hinge casement handle, 50 mm x 50
mm x 6 mm aluminium angle, steel rowel bolt, screws , rivets norton tape masking tape,
structural sealant, gum bracket rod etc. all complete in all respect as per drawing and
direction of the Engineer-in-charge.
sqm
Tk.
7,832.00
14.18
Supplying, fitting and fixing of aluminium curtain wall along with 10 mm thick clear
tempered glass as per the US Architectural aluminium Manufacturer's Association
(AAMA) Standard Specification and BDS 1879:2014 having 115 mm , 64 mm, 3 mm
curtain wall sub-mullim outer and inner frame, 15 mm thick casement outer frame (size
38.86 mm 36.6mm), 1.9 mm thick casement shutter (size 47.62 mm, 28.57 mm,) 1.2 mm
thick shutter glass strips, all aluminium member will be powder coated with coat not less
than 1.5 micron in thickness including all accessories 4 bar hinge casement handle, 50 m
x 50mm x 6m aluminium angle, steel rowel bolt, screws , rivets norton tape masking tape,
structural sealant, gum bracket rod etc. all complete in all respect as per drawing and
direction of the Engineer-in-charge.
sqm
Tk. 10,303.00
14.19
Supplying, fitting and fixing of 12 mm thick clear tempered glass wall upto 3.0 m height
with vertical fin glass support of same thickness and support shall be at least 1.2 m c/c
fixed properly with glass by silicon glue with supply and fittings of all required accessories
such as SS u channel, nut bolts, aluminium angle, steel rowel bolt, screws , rivets norton
tape masking tape, structural sealant, gum bracket rod etc. all complete in all respect as
per drawing and direction of the Engineer-in- charge.
sqm
Tk. 19,790.00
14.20
Supplying, fitting and fixing of 12 mm thick tempered glass wall from 3.0 m to 6.0 m
height with spider point fixing joint and vertical fin glass support of same thickness,
support shall be at least 1.2 m c/c fixed properly with main glass by silicon glue with supply
and fittings of all required accessories such as SS u chennel, nut bolts, aluminium angle,
steel rowel bolt, screws , rivets norton tape masking tape, structural sealant, gum bracket
rod etc. all complete in all respect as per drawing and direction of the Engineer-in-charge.
sqm
Tk. 19,782.00
ALUMINIUM DOOR, WINDOW FRAME AND GLASS WORKS
Item No.
14.21
PWD SoR 2018 for Civil Works
134
Description of Item
Unit
Unit Rate
Supplying, fitting and fixing of 12 mm thick clear tempered glass wall from 6.0 m to 8.2
m height with spider point fixing joint and vertical/ horizontal fin glass support of double
thickness, support shall be at least 2 m c/c fixed properly with main glass by silicon glue
with supply and fittings of all required accessories such as SS u chennel, nut bolts,
aluminium angle, steel rowel bolt, screws , rivets norton tape masking tape, structural
sealant, gum bracket rod etc. all complete in all respect as per drawing and direction of the
Engineer-in-charge.
sqm
Tk. 20,076.00
………………….. END OF DIVISION FOURTEEN …………………..
CEMENT PLASTER, FAIR-FACE PLASTER AND POINTING WORKS
PWD SoR 2018 for Civil Works
135
DIVISION 15 : CEMENT PLASTER, FAIR-FACE PLASTER AND POINTING WORKS
Item No.
Description of Item
Unit
Unit Rate
15.1
Minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:4) with fresh cement to both
inner-and outer surface of wall, finishing the corner and edges including washing of sand,
cleaning the surface, curing at least for 7 days, cost of water, electricity, scaffolding and
other charges etc. all complete in all respect as per drawing and accepted by the
Engineer-in-charge. (Cement: CEM-II/A-M) ground floor.
sqm
Tk.
243.00
15.2
Minimum 12 mm thick cement sand (F.M. 1.2) plaster with neat cement finishing to
plinth wall with cement (1:4) up to 150 mm below ground level including washing of sand,
finishing the edges and corners and curing at least for 7 days, cost of water, electricity,
scaffolding and other charges etc. all complete in all respect as per drawing and accepted
by the Engineer-in-charge. (Cement: CEM-II/A-M) ground floor.
sqm
Tk.
280.00
15.3
Minimum 12 mm thick cement sand (F.M. 1.2) plaster with neat cement finishing to
dado with cement (1:4) up to 150 mm including washing of sand, finishing the edges and
corners and curing at least for 7 days, cost of water, electricity, scaffolding and other
charges etc. all complete in all respect as per drawing and accepted by the Engineer-incharge. (Cement: CEM-II/A-M) ground floor.
sqm
Tk.
295.00
15.4
Minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:6) having with fresh cement to
both inner and outer surface of wall, finishing the edges and corners including washing of
sand, cleaning the surface, curing at least for 7 days, cost of water, electricity, scaffolding
and other charges etc. all complete in all respect as per drawing and accepted by the
Engineer-in-charge. (Cement: CEM-II/A-M) ground floor.
sqm
Tk.
228.00
15.5
Minimum 6 mm thick cement sand (F.M. 1.2) plaster (1:4) with fresh cement to ceiling,
R.C.C. columns, beams, surface of stair case, sunshades, cornices, railings, drop wall,
louvers, fins and finishing the corners and edges including washing of sand, cleaning the
surface, curing at least for 7 days, cost of water, electricity, scaffolding and other charges
etc. all complete in all respect as per drawing and accepted by the Engineer-in-charge.
(Cement: CEM-II/A-M) ground floor.
sqm
Tk.
225.00
15.6
Minimum 6 mm thick cement sand (F.M. 1.2) plaster (1:3) with fresh cement to ceiling,
R.C.C. columns, beams, surface of stair case, sunshades, cornices, railings, drop wall,
louvers, fins and finishing the corners and edges including washing of sand, cleaning the
surface, curing at least for 7 days, cost of water, electricity, scaffolding and other charges
etc. all complete in all respect as per drawing and accepted by the Engineer-in-charge.
(Cement: CEM-II/A-M) ground floor.
sqm
Tk.
222.00
15.7
Flush pointing to brick wall with cement sand (F.M. 1.2) mortar (1:2) with cement
including raking out the joints, curing at least for 7 days, cost of water, electricity,
scaffolding and other charges etc. all complete in all respect as per drawing and accepted
by the Engineer-in-charge. (Cement: CEM-II/A-M) ground floor.
sqm
Tk.
141.00
15.8
Rule pointing to brick wall with cement sand (F.M. 1.2) mortar (1:2) with fresh cement
and raking out the joints, curing at least for 7 days, cost of water, electricity, scaffolding
and other charges etc. all complete in all respect as per drawing and accepted by the
Engineer-in-charge. (Cement: CEM-II/A-M) ground floor.
sqm
Tk.
179.00
CEMENT PLASTER, FAIR-FACE PLASTER AND POINTING WORKS
Item No.
PWD SoR 2018 for Civil Works
136
Description of Item
Unit
Unit Rate
15.9
Raised or tack pointing work to brick wall with cement sand (F.M. 1.2) mortar (1:2) with
fresh cement of minimum 12 mm x 20 mm in size including raking out the joints and
necessary scaffolding, curing at least for 7 days, cleaning each and every brick, cutting the
bricks with pumice stone where necessary etc. all complete in all floors, cost of water,
electricity, scaffolding and other charges etc. all complete in all respect as per drawing and
accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) ground floor.
sqm
Tk.
441.00
15.10
Providing drip course or nosing at the edge of sunshade or cornice with cement sand
(F.M. 1.2) mortar (1:2) with fresh cement, curing at least for 7 days, cost of water,
electricity, scaffolding and other charges etc. all complete in all respect as per drawing and
accepted by the Engineer-in-charge.
meter
Tk.
116.00
15.11.1
Making groove in plaster on outside wall upto 50 mm X 6 mm size including
scaffolding, curing etc. complete as per drawing and accepted by the Engineer-in-charge.
meter
Tk.
22.00
15.11.2
Making groove in plaster on outside wall upto 38 mm X 6 mm size including
scaffolding, curing etc. complete as per drawing and accepted by the Engineer-in-charge.
meter
Tk.
35.00
15.12
Minimum 10 mm thick fair face plaster using premix cement plaster (CP2 LGT/Stucco
base premix or equivalent); initial background should be 19 mm rough cement plaster
(1:4); then after passing 7 days curing time surface of newly constructed rough plaster
should be throughly cleaned using a stiff brush to remove any dust, loose particles, wood
pieces, mould oil etc, then the backgound needs to be throughly neutralized by applying
potable water; Mixing premix cement plaster with water at water/powder ratio according to
the specification of the manufacturer to form paste and apply on rough plaster surface;
powder for making paste must be mixed with potable water only; apply the paste on the
rough plaster surface by trowel to get smooth and shiny surface and cure the finished
plaster suface for 2-3 days(3-4 times daily); finally water repellent coating to protect
concrete surface; all complete with necessary scaffolding etc. accepted by the Engineerin-charge.(Rate is excluding the cost of 19 mm thick rough cement plaster and water
repellent paint) ground Floor
sqm
Tk.
1,775.00
15.13.1
Making groove in fair face plaster on outside wall upto 50 mm X 6 mm size including
scaffolding, curing etc. complete as per drawing and accepted by the Engineer-in-charge.
meter
Tk.
44.00
15.13.2
Making groove in fair face plaster on outside wall upto 38 mm X 6 mm size including
scaffolding, curing etc. complete as per drawing and accepted by the Engineer-in-charge.
meter
Tk.
54.00
15.14
Minimum 1mm thick fair face coating using Master Emaco N 303 Rendroc FC/Top Crete
220 or equivalent product micro toping skim coat, a high performance single component
polymer fortified, colored, cementitious micro topping that can be applied on a variety of
horizontal and vertical plaster surfaces; initially background should be thoroughly cleaned
using a stiff brush to remove any dust, loose particles, mould oil etc.; then the background
needs to be thoroughly neutralized by applying potable water ; the ratio of fair face coating
and water is 1.5:1 to 2:1 or as required for workability ; powder will be mixed with potable
water in a drum by blending machine; the mixture can be spread to any horizontal and
vertical plaster surface using trowel to get smooth and shiny surface; all complete with
necessary scaffolding etc. accepted by the Engineer-in-charge. (Rate is excluding the cost
of 19 mm thick rough cement plaster) ground floor.
sqm
Tk.
1,362.00
CEMENT PLASTER, FAIR-FACE PLASTER AND POINTING WORKS
Item No.
PWD SoR 2018 for Civil Works
137
Description of Item
Unit
15.15.1
Minimum 12 mm thick cement sand (F.M-1.2) water proof, damp proof, dry and
breathable plaster (1:4) with water proof Izonil Cement (STN-EN -1015-11 , Compressive
Strength 34 MPa ,Max depth of water penetration into hardened plaster is <1 mm) or
equivalent compound to wall surface, finishing the corner and edges including washing of
sand, cleaning the surface, scaffolding and curing at least for 3 days, cost of water,
electricity and other charges etc. all complete in all respect as per drawing and accepted
by the Engineer–in-charge. (Izonil Cement/equivalent compound: water proof, damp proof,
dry and breathable cement).
sqm
Tk.
504.00
15.15.2
Minimum 19 mm thick cement sand (F.M-1.2) water proof, damp proof, dry and
breathable plaster (1:4) with water proof Izonil Cement (STN-EN -1015-11 , Compressive
Strength 34 MPa ,Max depth of water penetration into hardened plaster is < 1 mm)
/equivalent compound to wall surface, finishing the corner and edges including washing of
sand, cleaning the surface, scaffolding and curing at least for 3 days, cost of water,
electricity and other charges etc. all complete in all respect as per drawing and accepted
by the Engineer–in-charge. (Izonil Cement/equivalent compound: water proof, damp proof,
dry and breathable cement).
sqm
Tk.
655.00
15.16
Extra rate for plaster and all types of pointing shall be incorporated in the estimate
15.16.1
Add for each additional floor up to 5th floor.
sqm
Tk.
14.00
15.16.2
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
21.00
15.16.3
Add for each additional floor 10th floor and above
sqm
Tk.
28.00
15.17
Pre-cast ventilators of minimum 25 mm thick of any design with cement sand (F.M.1.2)
mortar (1:4) fitted and fixed in position, finishing with cement sand (F.M. 1.2) plaster (1:6)
including necessary scaffolding and curing, in all floors accepted by the Engineer-incharge. (Cement: CEM-II/A-M)
sqm
Tk.
2,103.00
15.18
75 mm x 75 mm cornice of brick masonry in cement sand (F.M. 1.2) mortar (1:6) having
minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:6) including scaffolding and
curing at least for 7 days in all floors accepted by the Engineer-in-charge. (Cement: CEMII/A-M)
meter
Tk.
216.00
15.19
Supplying, fitting, fixing of broken and sharp glass 19 mm to 32 mm height, average 19
mm width placed at a distance approximately 25 mm center to center, embedding the
same to 12 mm to 19 mm thick cement plaster with neat cement finishing including
necessary scaffolding approved and accepted by the Engineer-in-charge. (Cement: CEMII/A-M)
sqm
Tk.
223.00
………………….. END OF DIVISION FIFTEEN …………………..
Unit Rate
PWD SoR 2018 for Civil Works
PAINTING AND POLISHING
138
DIVISION 16 : PAINTING AND POLISHING
Item No.
Description of Item
Unit
Unit Rate
16.1.1
Exterior standard acrylic emulsion paint of approved best quality and color having
water resisting properties and resistance properties against fungi, fading & flaking
delivered from authorized local agent of the manufacturer (Berger weather coat smooth/
Elite smooth exterior/ Asian apex weather coat or equivalent brand) in a sealed container;
applying to exterior surface with surface preparation including cleaning, drying, making
free from dirt, grease, wax, removing all chalked and scaled materials, fungus, mending
good the surface defects using sand paper and necessary scaffolding; applying 1 coat of
exterior sealer of specified brand on prepared surface; then applying 1 coat of exterior
putty of specified brand for levelling, spot filling, crack filling and cutting by sand
paper/zero water paper; finally applying 2 coats of exterior emulsion paint spreading by
brush/roller/spray & necessary scaffolding etc. upto desired finishing, elapsing specified
time for drying or recoating; all complete in all floors and accepted by the Engineer-incharge.
sqm
Tk.
238.00
16.1.2
Exterior premium acrylic emulsion paint of approved best quality and color with high
performance against dirt picking tendency and efflorosence resistence properties along
with water resisting properties and resistance properties against fungi, fading and flaking
from authorized local agent of the manufacturer (Berger weather coat antidirt long life/
Elite master coat/ Asian apex ultima or equivalent brand) in a sealed container; applying to
exterior surface with surface preparation including cleaning drying, making free from dirt,
grease, wax, removing all chalked and scaled materials, fungus, mending good the
surface defects using sand paper and necessary scaffolding; applying 1 coat of exterior
sealer of specified brand on prepared surface; then applying 1 coat of exterior putty of
specified brand for levelling, spot filling, crack filling and cutting by sand paper/zero water
paper; finally applying 2 coats of exterior emulsion paint spreading by brush/roller/spray &
necessary scaffolding etc. upto desired finishing, elapsing specified time for drying or
recoating; all complete in all floors and accepted by the Engineer-in-charge.
sqm
Tk.
261.00
16.2.1
Interior standard acrylic emulsion paint (plastic or matt finish) of approved best
quality and colour delivered from authorized local agent of the manufacturer (Berger
robbialac plastic emulsion/Asian apcolite plastic emulsion or equivalent brand) in a sealed
container; applying to interior wall and ceiling with surface preparation including cleaning
drying, making free from dirt, grease, wax, removing all chalked and scaled materials,
fungus, mending good the surface defects using sand paper and necessary scaffolding;
applying 1 coat of interior sealer of specified brand on prepared surface; then applying 1
coat of interior putty of specified brand for levelling, spot filling, crack filling and cutting by
sand paper/zero water paper; finally applying 2 coats of interior emulsion paint spreading
by brush/roller/spray & necessary scaffolding etc. upto desired finishing, elapsing specified
time for drying or recoating; all complete in all floors and accepted by the Engineer-incharge.
sqm
Tk.
234.00
16.2.2
Interior premium acrylic emulsion painting (silky finish) of approved best quality and
colour delivered from authorized local agent of the manufacturer(Berger luxury silk
emulsion/Elite super aclose silky finish/Asian royal luxury silk emulsion or equivalent
brand) in a sealed container; applying to interior wall and ceiling with surface preparation
including cleaning drying, making free from dirt, grease, wax, removing all chalked and
scaled materials, fungus, mending good the surface defects using sand paper and
necessary scaffolding; applying 1 coat of interior sealer of specified brand on prepared
surface; then applying 1 coat of interior putty of specified brand for levelling, spot filling,
crack filling and cutting by sand paper/zero water paper; finally applying 2 coats of interior
emulsion paint spreading by brush/roller/spray & necessary scaffolding etc. upto desired
finishing, elapsing specified time for drying or recoating; all complete in all floors and
accepted by the Engineer-in-charge.
sqm
Tk.
259.00
PWD SoR 2018 for Civil Works
PAINTING AND POLISHING
Item No.
139
Description of Item
Unit
Unit Rate
16.2.3
Interior super premium acrylic emulsion painting (odorless) of approved best quality
and colour delivered from authorized local agent of the manufacturer(Berger breath easy
or equivalent brand) in a sealed container; applying to interior wall and ceiling with
surface preparation including cleaning drying, making free from dirt, grease, wax,
removing all chalked and scaled materials, fungus, mending good the surface defects
using sand paper and necessary scaffolding; applying 1 coat of interior sealer of specified
brand on prepared surface; then applying 1 coat of interior putty of specified brand for
levelling, spot filling, crack filling and cutting by sand paper/zero water paper, finally
applying 2 coats of interior emulsion paint spreading by brush/roller/spray & necessary
scaffolding etc. upto desired finishing, elapsing specified time for drying or recoating; all
complete in all floors accepted by the Engineer-in-charge.
sqm
Tk.
273.00
16.3.1
Standard synthetic enamel paint of approved best quality and colour delivered from
authorized local agent of the manufacturer (Berger jhilik synthetic enamel/Elite quick
drying/Asian decora synthetic enamel or equivalent brand) in a sealed container, having
high water resistance, high bondibility, flexibility property; using specified brand thinner
applying to metallic or wooden surface by brass/roller/spray in 2 coats over single coat
anti-corrosive coating including cleaning, drying, making free from dirt, grease, wax,
removing all chalked and scaled materials, all complete in all floors and accepted by the
Engineer-in-charge.
sqm
Tk.
189.00
16.3.2
Premium synthetic enamel paint of approved best quality and colour delivered from
authorized local agent of the manufacturer(Berger robbialac supergloss synthetic
enamel/Elite lucky seven/ Asian apcolipe premium paint or equivalent brand) in a sealed
container, having high water resistance, high bondibility, flexiblity property; using specified
brand thinner applying to metallic or wooden surface by brass/roller/spray in two coats
over single coat anti-corrosive coating including cleaning, drying, making free from dirt,
grease, wax, removing all chalked and scaled materials, all complete in all floors and
accepted by the Engineer-in-charge.
sqm
Tk.
198.00
16.4
Interior design paint of approved best quality and colour delivered from authorized local
agent of the manufacturer (Berger illusion/Elite elunima/Asian royal play or equivalent
brand) in a sealed container; applying to interior wall and ceiling with surface preparation
including cleaning drying, making free from dirt, grease, wax, removing all chalked and
scaled materials, fungus, mending good the surface defects using sand paper and
necessary scaffolding; applying 1 coat of interior sealer of specified brand on prepared
surface; then applying 1 coat of interior putty of specified brand for levelling, spot filling,
crack filling and cutting by sand paper/zero water paper; applying 3 coats of interior design
paint; 1st coat on prepared suface , then applying 1 design coat on the 1st coat and
finally applying 1 protection coat on the design coat for protecting the design spreading by
brush/roller/spray & necessary scaffolding etc. upto desired finishing, elapsing specified
time for drying or recoating; all complete in all floors and accepted by the Engineer-incharge.
sqm
Tk.
706.00
16.5
Textured paint of approved best quality and colour delivered from authorized local agent
of the manufacturer in a sealed container; applying to interior wall and ceiling including
surface preparation including cleaning drying, making free from dirt, grease, wax,
removing all chalked and scaled materials, fungus if required must be treated with
fungicidal solution, mending good the surface defects using sand paper and necessary
scaffolding; applying 1 coat of interior sealer of specified brand on prepared surface; then
applying 1 coat of interior putty of specified brand for levelling, spot filling, crack filling and
cutting by sand paper/zero water paper; applying 3 coats of texture paint; 1st coat on
prepared suface , then applying 1 texture coat on the 1st coat and finally applying 1 top
coat on the texture coat upto desired finishing by brush/roller/spray etc. with necessary
scaffolding ; all complete in all floors and accepted by the Engineer-in-charge.
sqm
Tk.
620.00
PWD SoR 2018 for Civil Works
PAINTING AND POLISHING
Item No.
140
Description of Item
Unit
Unit Rate
16.6
Chlorinated rubber paint of approved quality and colour delivered from authorized local
agent of the manufacturer in a sealed container; surface preparation including cleaning,
drying, making free from dirt, grease, wax, removing all chalked and scaled materials,
fungus (if required must be treated with fungicidal solution) flaking paints, washing the
surface with soap water/caustic soda, mending good the surface defects, smoothening the
surface by putty, sand papering the surface; applying to concrete surfaces and walls in
three coats by brush/roller/spray etc. upto desired finishing, elapsing specified time for
drying and re-coating; with necessary scaffolding all complete in all floors and accepted by
the Engineer-in-charge.
sqm
Tk.
329.00
16.7
Epoxy enamel paint of approved quality and colour delivered from authorized local agent
of the manufacturer in a sealed container; surface preparation including cleaning, drying,
making free from dirt, grease, wax, removing all chalked and scaled materials, fungus (if
required must be treated with fungicidal solution) flaking paints, washing the surface with
soap water/caustic soda, mending good the surface defects, smoothening the surface by
putty, sand papering the surface; applying to concrete surfaces and walls in three coats
by brush/roller/spray etc. upto desired finishing;elapsing specified time for drying and recoating; with necessary scaffolding all complete in all floors and accepted by the Engineerin-charge.
sqm
Tk.
418.00
16.8
Silicon based water repellent of approved quality delivered from authorized local agent
of the manufacturer in a sealed container; surface preparation including cleaning, drying,
making free from dirt, grease, wax, removing all chalked and scaled materials, fungus,
mending good the surface defects using sand paper and necessary scaffolding; applying 3
coats of silicon based water repellent on exposed brick surface/fair face surface
spreading by brush/roller/spray & necessary scaffolding etc. upto desired finishing,
elapsing specified time for drying or recoating; all complete in all floors and accepted by
the Engineer-in-charge.
sqm
Tk.
226.00
16.9
French polishing to door and window frames and shutter by three coats over a coat of
priming including putty, cleaning, finishing and polishing with sand paper etc. all complete
in all floors and accepted by the Engineer-in-charge.
sqm
Tk.
372.00
16.10
Wood varnishing of approved quality and colour delivered from authorized local agent of
the manufacturer in a sealed container using brand specified thinner to door and window
frame and shutter in three coats, applied with brush including cleaning oil, grease, dirt,
making dry, sand papering, if required washing with weak detergent solution, stripping out
the colour straps, finishing the surface, etc. all complete in all floors and accepted by the
Engineer-in-charge.
16.10.1
Yacht
sqm
Tk.
188.00
16.10.2
Egg-shell
sqm
Tk.
189.00
16.10.3
Matt
sqm
Tk.
188.00
16.11
Approved best quality and colour synthetic polyvinyl distemper delivered from
authorized local agent of the manufacturer in a sealed container, applying to wall and
ceiling with surface preparation including cleaning drying, making free from dirt, grease,
wax, removing all chalked and scaled materials, fungus, mending good the surface defects
using sand paper and necessary scaffolding; applying 1 coat of interior sealer of specified
brand on prepared surface; then applying 1 coat of interior putty of specified brand for
levelling, spot filling, crack filling and cutting by sand paper/zero water paper; finally
applying 2 coats of synthetic polyvinyl distemper spreading by brush/roller/spray &
necessary scaffolding etc. upto desired finishing, elapsing specified time for drying or
recoating; all complete in all floors and accepted by the Engineer-in-charge.
sqm
Tk.
196.00
PWD SoR 2018 for Civil Works
PAINTING AND POLISHING
Item No.
141
Description of Item
Unit
16.12
White washing by three coats, lime mixture prepared at least 12 hours before use,
slacking stone lime, supplying of gums, blue, stirring thoroughly, removing the floating
materials from the mixer, surface cleaning to free from all foreign materials before
application of each coat, applying one vertical and one horizontal wash for each coat and
successive coat is to be applied after drying up of previous coat including hair brass,
providing necessary scaffolding and cleaning plinth, floors, doors, windows, portions and
ventilators by washing, rubbing, oiling if necessary after white wash for all floors including
cost of water, electricity and other charges etc. complete in all respect in all floors and
accepted by the Engineer-in-charge.
sqm
Tk.
22.00
16.13
Colour wash with yellow orchard/any other colour pigment by two coats over a prime coat
of white wash, lime mixture prepared at least 12 hours before use, slacking stone lime,
supplying of gums, blue, stirring thoroughly, removing the floating materials from the
mixer, surface cleaning to free from all foreign materials before application of each coat,
applying one vertical and one horizontal wash for each coat and successive coat is to be
applied after drying up of previous coat including hair brass, providing necessary
scaffolding and cleaning plinth, floors, doors, windows, portions and ventilators by
washing, rubbing, oiling if necessary after white wash for all floors including cost of water,
electricity and other charges etc. complete in all respect in all floors and accepted by the
Engineer-in-charge.
sqm
Tk.
25.00
16.14
Application of 02 coats of self leveling epoxy compound (4 mm thick) as base coat &
finishing coat over a single layer of screet coat (primer) for making smooth hygienic floor
surface; all chemicals delivered from authorized local agent of the manufacturer in sealed
container; materials having high water resistence, high bondibility, flexibility property;
applying by applicator machine after being mixed by force action mixer elapsing time for
drying; surface preparation including surface cleaning from dust, oil or dirt, preparing
underlying surface having minimum moisture content, smoothening, finishing & polishing
by grinding machine & necessary tools, repairing significant ups/downs in floor before
application with sacaffolding, testing charges etc. all complete in all floors approved &
accepted by the Engineer-in-charge.
sqm
Tk.
2,079.00
………………….. END OF DIVISION SIXTEEN …………………..
Unit Rate
LIME TERRACING, ROOF TOP WATER PROOFING FOR GARDEN AND SWIMMIMG POOL
PWD SoR 2018 for Civil Works
142
DIVISION 17: LIME TERRACING, ROOF TOP WATER PROOFING
FOR GARDEN AND SWIMMIMG POOL
Item No.
Description of Item
Unit
Unit Rate
17.1
Supply and application of non-toxic two components acrylic polymer modified
cementitious coating (minimum 1.5 mm thickness) for water proofing of roof/ roof
garden/ swimmimg pool which consists of powder and liquid acrylic emulsion; under a
protective cover of plaster/ cement concrete/ tiles etc. as per standard specification and
accepted by the Engineer-in-charge. (Rate is excluding the cost of protective cover)
sqm
Tk.
758.00
17.2
Preparation and making gravel pack for roof top gardening with supply of 25 mm down
graded pea gravels including sieving, washing, compacting etc. complete as per standard
specification and accepted by the Engineer-in-charge. Ground floor
cum
Tk.
4,392.00
17.2.1
Extra rate for gravel pack work in additional floor:
17.2.1.1
Add for each additional floor up to 5th floor
cum
Tk.
102.00
17.2.1.2
Add for each additional floor for 6th floor to 9th floor
cum
Tk.
136.00
17.2.1.3
Add for each additional floor for 10th floor and above
cum
Tk.
171.00
17.3
Supply and application of 19 mm thick (9.5 mm X 2 layer) water proof, damp proof, dry
and breathable plaster on roof slab/ underground water reservoir/ overhead water
reservoir/ basement/retaining wall with water proof, damp proof, dry and breathable Izonil
cement (STN-EN -1015-11, compressive strength 34 MPa ,max depth of water
penetration into hardened plaster is < 1 mm) or equivalent compound in a proportion of
1:2.4 (Izonil cement or equivalent compound 1: sand 2.4) after cement grouting on existing
concrete surface including finishing the corner and edges, washing sand, cleaning the
surface scaffolding and curing at least 3 days etc. all completed in all respects as per
direction of Engineering-in-charge. Above mentioned plaster includes glass fiber mesh of
10 mm X 10 mm grid and weight 110 gm/sqm placed in between two layers.
sqm
Tk.
1,002.00
17.4
Average 100 mm thick finished lime terracing with 20 mm down graded first class brick
chips (khoa), surki from 1st class bricks and minimum lime content 500 kg per 2.83 cubic
meter (stone lime brought at site, not being powdered in open air and to be slaked in
presence of engineer-in-charge and to be measured in volume three days after slaking for
using in the mix) in the proportion 7:2:2 (brick chips : surki : lime) including preparation of
the mix on the ground by making a suitable platform under proper polythene cover. Cutting
the mix twice daily with limewater (1:10) at least for 7 days until the mix attain desirable
consistency. Laying the mix in proper slope, beating the same with standard „koppa‟ for
minimum 7 days to gain maximum consolidation, making ghoondy and neat finishing with
lime Surki mortar (1:2) and curing for 21 days providing polythene cover after each day
work and cleaning etc. complete in all respect accepted by the Engineer-in-charge.
cum
Tk. 13,165.00
1st Floor
17.4.1
Extra rate for lime terracing work in additional floor:
17.4.1.1
Add for each additional floor up to 5th floor
cum
Tk.
102.00
17.4.1.2
Add for each additional floor for 6th floor to 9th floor
cum
Tk.
136.00
17.4.1.3
Add for each additional floor for 10th floor and above
cum
Tk.
171.00
LIME TERRACING, ROOF TOP WATER PROOFING FOR GARDEN AND SWIMMIMG POOL
Item No.
PWD SoR 2018 for Civil Works
143
Description of Item
Unit
17.5.1
25 mm thick ferrocement treatment work for water proofing on roof having minimum
cement content relates to mix ratio 1:2 cement conforming to BDS EN-197-1-CEM-I,
52.5N (52.5MPa)/ASTM-C 150 type–1, and best quality coarse sand (F.M. 2.2) including,
the supply of all materials, cutting, binding of one layer of 20 BWG galvanized wire mesh
having minimum yield strength fy = 450 MPa & having 2 mesh per 25 mm in both ways,
clear cover 12 mm at the middle of the ferrocement lining, with washing of sand, chipping,
cleaning the surface, watering, grouting, casting, laying on proper level of roof top or floor
in panels (1.25 m x 1.25 m). Compaction including leveling, curing at least for 21 days
including cost of water, electricity, in all respect as per drawing, design and accepted by
the Engineer-in-charge.
sqm
Tk.
1,265.00
17.5.2
25 mm thick ferrocement treatment work for heat and water proofing on roof having
minimum cement content relates to mix ratio 1:2 cement conforming to BDS EN-197-1CEM-I, 52.5N (52.5MPa)/ASTM-C 150 type–1, and best quality coarse sand (F.M. 2.2)
including, the supply of all materials, cutting, binding of one layer of 20 BWG galvanized
wire mesh having minimum yield strength fy = 450 Mpa & having 2 mesh per 25mm in
both ways, clear cover 12mm at the middle of the ferrocement lining, applying 62 mm thick
EPS sheet having density 15 kg per cum, with washing of sand, chipping, cleaning the
surface, watering, grouting, casting, laying on proper level of roof top or floor in panels
(1.25 m x 1.25 m). Compaction including leveling, curing at least for 21 days including cost
of water, electricity, in all respect as per drawing, design and accepted by the Engineer-incharge.
sqm
Tk.
1,603.00
………………….. END OF DIVISION SEVENTEEN …………………..
Unit Rate
PWD SoR 2018 for Civil Works
FALSE CEILING, WALL PANELING
144
DIVISION 18 : FALSE CEILING, WALL PANELING
Item No.
Description of Item
Unit
Unit Rate
18.1.1
Supplying, fitting and fixing plain particle board ceiling (complying unit wt 499 to 550
kg/m3, bending strength 0.35 N/mm2, max swelling 8%, moisture content not more than
10%), of 12 mm thick with best quality and well seasoned Garjan wood frame of section 75
mm x 38 mm at 600 mm x 600 mm in grid suspended from ceiling or roof or beam by 12
SWG double ply G.I. wire fixed to the ceiling by rowel plug, screws, hooks, nails etc,
maintaining straight lines and desired finished level at bottom face including vertical strut
as required, cutting holes in slabs or beams by electric drill machine and mending good
the damages, if any during execution of the work, also including cost and carriage of all
materials, accessories, labour for installation, electricity charge, scaffolding, screws, nails,
painting 2 coats over a coat of priming with best quality and approved colour synthetic
enamel paint etc. all complete, as per drawing design and accepted by the Engineer-incharge. (All sizes of wood are finished)
sqm
Tk.
2,913.00
18.1.2
Supplying, fitting and fixing plain particle board as in item 18.1.1. for ceiling of 12 mm
for auditorium and other type of tall structures beyond 4 m up to 8 m, which do not
cover the above item [Item No. 18.1.1]. Description of item is the same as in item No.
18.1.1 above.
sqm
Tk.
3,147.00
18.1.3
Supplying, fitting and fixing of 12 mm thick melamine board ceiling laminated by
mechanical hot press milk white PVC membrane, framing by aluminium T-bar of natural
anodized finish suspended in 600 mm x 600 mm grid from ceiling by 12 SWG double ply
wire, fixed to the ceiling by rowel plug, screws, hooks, nails etc., maintaining straight lines
and desired finished level at bottom face including vertical wooden strut as required,
making holes in slabs or beams by electric drill machine and mending good the damages,
if any during execution of the work, also including cost of all materials, electricity,
accessories, scaffoldings, labour for installation, screws, nails, etc. all complete as per
drawing, design and accepted by the Engineer-in-charge.
sqm
Tk.
1,765.00
18.2.1
Supplying, fitting and fixing gypsum board ceiling of 9 mm thick board laminated by
mechanical hot press with milk white PVC membrane, framing by aluminium T-bar of
natural anodized finish suspended in 600 mm x 600 mm grid from ceiling by 12 SWG
double ply wire, fixed to the ceiling by rowel plug, screws, hooks, nails etc., maintaining
straight lines and desired finished level at bottom face including vertical wooden strut as
required, making holes in slabs or beams by electric drill machine and mending good the
damages, if any during execution of the work, also including cost of all materials,
electricity, accessories, scaffoldings, labour for installation, screws, nails, etc. all complete
as per drawing, design and accepted by the Engineer-in-charge.
sqm
Tk.
2,130.00
18.2.2
Supplying, fitting and fixing veneered board ceiling of 12 mm thick board laminated by
mechanical hot press with a milk white PVC membrane, framing by aluminium T-bar of
natural anodized finish suspended in 600 mm x 600 mm grid from ceiling by 12 SWG
double ply wire, fixed to the ceiling by rowel plug, screws, hooks, nails etc., maintaining
straight lines and desired finished level at bottom face including vertical wooden strut as
required, making holes in slabs or beams by electric drill machine and mending good the
damages, if any during execution of the work, also including cost of all materials,
electricity, accessories, scaffoldings, labour for installation, screws, nails, etc. all complete
as per drawing, design and accepted by the Engineer-in-charge.
sqm
Tk.
2,546.00
PWD SoR 2018 for Civil Works
FALSE CEILING, WALL PANELING
Item No.
145
Description of Item
Unit
Unit Rate
18.2.3
Supplying, fitting and fixing of 9 mm thick perforated gypsum board false ceiling,
framing by aluminium T-bar of natural anodized finish suspended in 600 mm x 600 mm
grid from ceiling by 12 SWG double ply wire, fixed to the ceiling by rowel plug, screws,
hooks, nails etc., maintaining straight lines and desired finished level at bottom face
including vertical wooden strut as required, making holes in slabs or beams by electric drill
machine and mending good the damages, if any during execution of the work, also
including cost of all materials, electricity, accessories, scaffoldings, labour for installation,
screws, nails, etc. all complete as per drawing, design and accepted by the Engineer-incharge.
sqm
Tk.
2,208.00
18.2.4
Supplying, fitting and fixing of best quality 6 mm thick PVC board false ceiling of size
600 mm x 600 mm of approved design, minimumn PVC content of 35%, framing by
aluminium T-bar of natural anodized finish suspended in 600 mm x 600 mm grid from
ceiling by 12 SWG double ply wire, fixed to the ceiling by rowel plug, screws, hooks, nails
etc., maintaining straight lines and desired finished level at bottom face including vertical
wooden strut as required, making holes in slabs or beams by electric drill machine and
mending good the damages, if any during execution of the work, also including cost of all
materials, electricity, accessories, scaffoldings, labour for installation, screws, nails, etc. all
complete as per drawing, design and accepted by the Engineer-in-charge.
sqm
Tk.
3,153.00
18.2.5
Supplying, fitting and fixing of 0.6 mm thick best quality solid aluminium metal board
false ceiling of size 600 mm x 600 mm, powder coated of approved design, framing by
aluminium T-bar of natural anodized finish suspended in 600 mm x 600 mm grid from
ceiling by 12 SWG double ply wire, fixed to the ceiling by rowel plug, screws, hooks, nails
etc., maintaining straight lines and desired finished level at bottom face including vertical
wooden strut as required, making holes in slabs or beams by electric drill machine and
mending good the damages, if any during execution of the work, also including cost of all
materials, electricity, accessories, scaffoldings, labour for installation, screws, nails, etc. all
complete as per drawing, design and accepted by the Engineer-in-charge.
sqm
Tk.
2,936.00
18.2.6
Supplying, fitting and fixing of 0.6 mm thick best quality perforated aluminium metal
board false ceiling of size 600 mm x 600 mm, powder coated of approved design, inner
side is coverd by black tissue/ fabric to protect the hole from air circulation, framing by
aluminium T-bar of natural anodized finish suspended in 600 mm x 600 mm grid from
ceiling by 12 SWG double ply wire, fixed to the ceiling by rowel plug, screws, hooks, nails
etc., maintaining straight lines and desired finished level at bottom face including vertical
wooden strut as required, making holes in slabs or beams by electric drill machine and
mending good the damages, if any during execution of the work, also including cost of all
materials, electricity, accessories, scaffoldings, labour for installation, screws, nails, etc. all
complete as per drawing, design and accepted by the Engineer-in-charge.
sqm
Tk.
2,676.00
18.2.7
Supplying, fitting & fixing of designed seamless false ceiling with 6 mm thick fiber
cement board, framing by furring channel/ G. I. angle suspended in 600 mm x 600 mm
grid from ceiling using G.I fitting angle, locking clips etc. including plastic paint of desired
colour, cost of all materials, electricity, accessories, scaffoldings, labour for installation,
screws, nails etc. all complete as per drawing, design and accepted by the Engineer-incharge.
sqm
Tk.
2,980.00
18.3.1
Supplying, fitting and fixing 12 mm thick burma teak (BT) veneered board in walling
with best quality and well seasoned garjan wood frame of section 75 mm x 38 mm at 600 x
600 mm in grid, fitted and fixed to wall by plugs, nails, screws etc. including treatment of
inner surface with termite and damp proofing agent maintaining leveled and finished
exposed faces including. making holes in wall and mending good the damages, if any
during execution of the work, also including cost and carriage of all materials, electricity,
accessories, labour for installation, scaffolding, screws, nails etc. including french polishing
by 3 coats over a coat of priming etc. all complete as per design, approved sample and
accepted by the Engineer-in-charge.
sqm
Tk.
3,317.00
PWD SoR 2018 for Civil Works
FALSE CEILING, WALL PANELING
Item No.
146
Description of Item
Unit
18.3.2
Supplying, fitting and fixing 12 mm thick particle board in walling with best quality and
well seasoned Garjan wood frame of section 75 mm x 38 mm at 600 mm x 600 mm in grid,
fitted and fixed to wall by plugs, nails, screws etc. including treatment of inner surface with
termite and damp proofing agent maintaining leveled and finished exposed faces
including. making holes in wall and mending good the damages, if any during execution of
the work, also including cost and carriage of all materials, electricity, accessories, labour
for installation, scaffolding, screws, nails etc. including french polishing by 3 coats over a
coat of priming etc. all complete as per design, approved sample and accepted by the
Engineer-in-charge.
sqm
Tk.
2,661.00
18.3.3
Supplying, fitting and fixing best quality wall paper along with 12 mm thick PVC solid
board in walling with furring chanel frame of section 75 mm x 38 mm at 600 mm x 600 mm
in grid, fitted and fixed to wall by plugs, nails, screws etc. including treatment of inner
surface with termite and damp proofing agent maintaining leveled and finished exposed
faces including making holes in wall and mending good the damages, if any during
execution of the work, also including cost and carriage of wall paper and other materials,
electricity, accessories, labour for installation, scaffolding, screws, nails etc. all complete
as per design, approved and accepted by the Engineer-in-charge.
sqm
Tk.
3,706.00
18.3.4
Supplying, fitting and fixing best quality wall paper on finished plaster surface including
cost and carriage of wall paper and other materials, electricity, accessories, labour for
installation, scaffolding, screws, nails etc. all complete as per design, approved and
accepted by the Engineer-in-charge.
sqm
Tk.
1,048.00
………………….. END OF DIVISION EIGHTEEN …………………..
Unit Rate
COLLAPSIBLE GATE, M.S. GATE, ROLLING SHUTTER ETC.
PWD SoR 2018 for Civil Works
147
DIVISION 19 : COLLAPSIBLE GATE, M.S. GATE, ROLLING SHUTTER ETC.
Item No.
Description of Item
Unit
Unit Rate
19.1.1
Manufacturing, supplying, fitting and fixing collapsible gate of any design and shape
made of 25 mm x 25 mm x 3 mm S.S. angle placed @ 112 mm c/c vertically and
connecting the same with each other by 25 mm x 3 mm S.S flat bar scissors 525 mm/ 600
mm long provided in 3 rows including cutting the different S.S. members to required sizes,
fabricating, welding, riveting with required size rivets, providing required size wheels,
pulling handles on both sides, suitable locking arrangement, electrodes, grease and finally
placing the same in position in between 2 (two) nos. 50 mm x 50 mm x 6 mm S.S. tee rail
made by welding 2 nos. 50 mm x 6 mm S.S. flat bar fitted and fixed at top and bottom with
R.C.C. lintel/roof slab, floors and side wall with required nos. 150 mm to 225 mm long 38
mm x 6 mm S.S. flat bar clamps one end welded with the gate member and the other end
bifurcated and embedded in C.C. at the respective point including cutting holes and
mending good the damages by pouring concrete (1:2:4) into the holes and finishing, both
end carriage, including greasing, electrodes, curing etc. complete as per drawing and
design and accepted by the Engineer-in-charge .
sqm
Tk. 17,525.00
19.1.2
Manufacturing, supplying, fitting and fixing collapsible gate of any design and shape
made of 20 mm x 20 mm x 3 mm S.S. angle placed @ 112 mm c/c vertically and
connecting the same with each other by 20 mm x 3 mm S.S flat bar scissors 525 mm/ 600
mm long provided in 3 rows including cutting the different S.S. members to required sizes,
fabricating, welding, riveting with required size rivets, providing required size wheels,
pulling handles on both sides, suitable locking arrangement, electrodes, grease and finally
placing the same in position in between 2 (two) nos. 50 mm x 50 mm x 6 mm S.S. tee rail
made by welding 2 nos. 50 mm x 6 mm S.S. flat bar fitted and fixed at top and bottom with
R.C.C. lintel/roof slab, floors and side wall with required Nos. 150 mm to 225 mm long 38
mm x 6 mm S.S. flat bar clamps one end welded with the gate member and the other end
bifurcated and embedded in C.C. at the respective point including cutting holes and
mending good the damages by pouring concrete (1:2:4) into the holes and finishing, both
end carriage, including greasing, electrodes, curing etc. complete as per drawing and
design and accepted by the Engineer-in-charge.
sqm
Tk. 14,217.00
19.1.3
Manufacturing, supplying, fitting and fixing collapsible gate of any design and shape
made of 25 mm x 25 mm x 3 mm M.S. angle placed @ 112 mm c/c vertically and
connecting the same with each other by 25 mm x 3 mm M.S flat bar scissors 525 mm/ 600
mm long provided in 3 rows including cutting the different M.S. members to required sizes,
fabricating, welding, riveting with required size rivets, providing required size wheels,
pulling handles on both sides, suitable locking arrangement, electrodes, grease and finally
placing the same in position in between 2 (two) Nos. 50 mm x 50 mm x 6 mm M.S. tee rail
made by welding 2 nos. 50 mm x 6 mm M.S. flat bar fitted and fixed at top and bottom
with R.C.C. lintel/roof slab, floors and side wall with required nos. 150 mm to 225 mm long
38 mm x 6 mm M.S. flat bar clamps one end welded with the gate member and the other
end bifurcated and embedded in C.C. at the respective point including cutting holes and
mending good the damages by pouring concrete (1:2:4) into the holes and finishing, etc
complete, painting 2 (two) coats with approved best quality synthetic enamel paint over a
coat of anticorrosive painting, both end carriage, including greasing, electrodes, curing
etc. complete as per drawing and design and accepted by the Engineer-in-charge.
(Rate is excluding the cost of painting)
sqm
Tk.
5,299.00
COLLAPSIBLE GATE, M.S. GATE, ROLLING SHUTTER ETC.
Item No.
PWD SoR 2018 for Civil Works
148
Description of Item
Unit
Unit Rate
19.1.4
Manufacturing, supplying, fitting and fixing collapsible gate of any design and shape
made of 20 mm x 20 mm x 3 mm M.S. angle placed @ 112 mm c/c vertically and
connecting the same with each other by 20 mm x 3 mm M.S flat bar scissors 525 mm/ 600
mm long provided in 3 rows including cutting the different M.S. members to required sizes,
fabricating, welding, riveting with required size rivets, providing required size wheels,
pulling handles on both sides, suitable locking arrangement, electrodes, grease and finally
placing the same in position in between 2 (two) nos. 50 mm x 50 mm x 6 mm M.S. tee rail
made by welding 2 nos. 50 mm x 6 mm M.S. flat bar fitted and fixed at top and bottom
with R.C.C. lintel/roof slab, floors and side wall with required Nos. 150 mm to 225 mm long
38 mm x 6 mm M.S. flat bar clamps one end welded with the gate member and the other
end bifurcated and embedded in C.C. at the respective point including cutting holes and
mending good the damages by pouring concrete (1:2:4) into the holes and finishing, etc
complete, painting 2 (two) coats with approved best quality synthetic enamel paint over a
coat of anticorrosive painting, both end carriage, including greasing, electrodes, curing
etc. complete as per drawing and design and accepted by the Engineer-in-charge. (Rate
is excluding the cost of paint).
sqm
Tk.
4,494.00
19.2.1
Supplying, fitting, fixing, and installation of ordinary type M.S. gate (double leaf) of any
design and shape with 38 x 38 x 6 mm M.S. Angle outer frame having 16 mm dia M.S. rod
placed vertically @ 75 mm c/c. at bottom part and top part (200 mm long arrows) and also
placed horizontally at bottom for interconnection of 16 mm dia M.S. rod placed vertically as
per design, the top part covered with 18 BWG M.S. sheet and fixed with 4 nos. 38 mm x 6
mm F.I. bars placed diagonally and 4 Nos. 38 mm x 6 mm F.I. bars placed horizontally
and vertically all passing through the center, providing locking arrangements on 3 mm
thick M.S. plate one for main gate and one for minimum 600 mm x 1025 mm pocket gate
with 38 mm x 38 mm x 6 mm M.S. angle and 16 mm dia M.S. rod placed vertically @ 75
mm c/c, providing 38 mm x 38 mm x 6 mm M.S. angle clamps fitted and fixed with the
outer frame of the main gate, the clamp being embedded in R.C.C. or R.C.C. core pillar
with cement concrete (1:2:4) in masonry including cutting holes and mending good the
damages, finishing, curing etc. including riveting, welding as and where necessary,
painting two coats with approved quality of synthetic enamel paint over a coat of priming of
anti-corrosive paint etc. all complete as per drawing, design and accepted by the
Engineer-in-charge(Rate is excluding the cost of paint).
sqm
Tk.
6,036.00
19.2.2
Manufacturing, supplying and fitting-fixing security door with 25 mm dia M.S. rod and
outer frame with 50 mm x 50 mm x 6 mm M.S. angle including locking arrangement as per
approved design and drawing providing 38 mm x 38 mm x 6 mm M.S. angle clamps fitted
and fixed with the outer frame of the main gate, the clamp being embedded in R.C.C. or
R.C.C. core pillar with cement concrete (1:2:4) in masonry including cutting holes and
mending good the damages, finishing, curing etc. including riveting, welding as and where
necessary, painting two coats with approved quality of synthetic enamel paint over a coat
of priming of anti-corrosive paint etc. all complete as per drawing, design and accepted by
the Engineer-in-charge. (Rate is excluding the cost of paint).
sqm
Tk. 10,767.00
19.3
Supplying, fitting, fixing, and installation of ordinary type M.S. security gate of any
design and shape with 50 mm x 50 mm x 6 mm M.S. angle outer frame and 02 (two) 50
mm x 50 mm x 6 mm angle placed diagonally having 22 mm dia M.S. rod placed vertically
@ 115 mm c/c. and also 38 mm x 6 mm F.I placed horizontally, the bottom part covered
with 3 mm thick M.S. sheet providing locking arrangements on 3 mm thick M.S. plate
providing heavy type clamps fitted and fixed with the outer frame of the main gate, the
clamp being embedded in R.C.C. or R.C. core pillar with cement concrete (1:2:4) in
masonry including cutting holes and mending good the damages, finishing, curing etc.
including fabrication, riveting, welding as and where necessary, etc. all complete as per
drawing, design and accepted by the Engineer-in-charge.
sqm
Tk.
5,283.00
COLLAPSIBLE GATE, M.S. GATE, ROLLING SHUTTER ETC.
Item No.
PWD SoR 2018 for Civil Works
149
Description of Item
Unit
Unit Rate
19.4
Supplying, fitting, fixing and installation of ordinary type M.S. gate (double leaf) of any
design and shape with 38 mm x 38 mm x 6 mm M.S. angle box (made by welding 2 nos.
38 mm x 38 mm x 6 mm angle) outer frame having 25 mm x 50 mm x 25 mm x 5 mm M.S.
channel (made by welding 2 nos. of channel) placed part diagonally after cutting and
shaping as per requirement, part horizontally @ 75 mm c/c, the two part of each leaf being
separated by a vertical member of 38 mm x 38 mm x 6 mm M.S. box and welded the each
ends of diagonal and horizontal members properly with the box frame as per architectural
drawing providing full locking arrangement on 3 mm thick M.S. plates providing 38 mm x
38 mm x 6 mm M.S. angle clamps, fitting fixing with the outer frame of the gate, the clamp
being embedded in R.C.C. pillars with cement concrete (1:2:4) including. cutting holes and
mending good the damages, finishing, curing and where necessary painting two coats with
approved quality of synthetic enamel paint over a coat of priming of anticorrosive paint etc.
all complete including making and providing 50 mm x 6 mm M.S. rail and 38 mm wheel for
smooth movement of the gate etc. all complete as per drawing, design and accepted by
the Engineer-in-charge. [Rate is excluding the cost of painting]
sqm
Tk.
7,843.00
19.5
Manufacturing, supplying, fitting and fixing G.I. pipe gate of any design and shape having
38 mm dia G.I. pipe outer frame and 19 mm dia. G.I. pipe vertical member placed @ 75
mm c/c by welding at top and bottom of G.I. pipe frame, cutting the pipes in proper shape
and size including making semicircular band at the corners of the outer frame without
damaging the pipe, covering 50% of the gate area with 18 BWG M.S. sheet, providing also
two extra horizontal 38 mm dia G.I. pipes welded with vertical post, providing 6 nos. huskle
domney with R.C.C. or R.C.C core pillar with cement concrete (1:2:4) in masonry including
cutting holes, mending good the damages, making provision for minimum 0.61 m x 1.4 m
pocket gate having its outer frame and inner vertical members made with 19 mm dia G.I.
pipe including necessary locking arrangements. Painting the gate with 2 (two) coats of
synthetic enamel paint over a coat of anti-corrosive priming, welding as and where
necessary including necessary locking arrangement and providing 2 Nos. 16 mm M.S.
socket bolts etc. all complete as per design and drawing and accepted by the Engineer-incharge. [Rate is excluding the cost of painting]
sqm
Tk.
9,011.00
19.6
Supplying, fitting and fixing of rolling shutter of any design and shape made of 24 SWG
G.P. sheet unit minimum 69 mm width having 10 mm and 12 mm dia circular folding at
ends, rolled in machine, locked together properly to form rolling shutter, top of the shutter
to be fitted with circular spring box made of 22 BWG sheet, containing best quality spring
made in China, nutted with 38 mm G.I. pipe at one end and the other end nutted to shutter
including fitting the G.I. pipe again with 375 mm x 300 mm x 6 mm pankha at ends with
side guide channel (side channel consist of 50 mm x 100 mm x 6 mm M.S. plate with 2
mm x 19 mm x 3 mm F.I. bar, middle channel consist of 2 mm x 150 mm x 6 mm M.S.
plate with 2 mm x19 mm x 6 mm fixed to wall or column with clamps embedded in R.C.C.
part by cement concrete (1:2:4) including cutting holes (minimum 3 mm x 25 mm x 6 mm)
mending the damages, finishing, curing, bottom end of shutter fitted to folded G.P. sheet
(min 125 mm width in two layers), which is again fitted to 25 mm x 25 mm x 3 mm angle,
providing handle with F.I. bar 25 mm x 6 mm and locking arrangement in both sides,
painting two coats with approved colour and brand of synthetic enamel paint over a coat
of priming etc. complete in all respect accepted by the Engineer-in-charge. [Rate is
excluding the cost of painting]
sqm
Tk.
5,461.00
COLLAPSIBLE GATE, M.S. GATE, ROLLING SHUTTER ETC.
Item No.
19.7
PWD SoR 2018 for Civil Works
Description of Item
Unit
Manufacturing, supplying, fitting, fixing of ordinary type M.S. folding gate with 12mm x
12mm MS square solid bar and 25 mm x 25mm x 6 mm MS angle box frame and two nos
outer side fixed box post made with 40 mm x 40 mm x 6 mm angle at both ends attached
to column/wall side including locking arrangement providing 38 mm x 38 mm x 6 mm M.S.
angle clamps fitted and fixed with the outer frame of the main gate, the clamp being
embedded in R.C.C. or R.C.C. core pillar with cement concrete (1:2:4) in masonry
including cutting holes and mending good the damages, finishing, curing etc. including
riveting, welding as and where necessary, painting two coats with approved quality of
synthetic enamel paint over a coat of priming of anti-corrosive paint etc. all complete as
per drawing, design and accepted by the Engineer-in-charge. (Rate is excluding the cost
of paint)
sqm
………………….. END OF DIVISION NINETEEN …………………..
150
Unit Rate
Tk.
5,116.00
PWD SoR 2018 for Civil Works
STAIR & VERANDAH RAILING AND STAIR NOSING
151
DIVISION 20 : STAIR & VERANDAH RAILING AND STAIR NOSING
Item No.
Description of Item
Unit
Unit Rate
20.1
Manufacturing, supplying, fitting and fixing of stair railing of any standard height of any
design and shape with square box (2 nos.in each tread) made by thorough welding of 2
nos. 19 mm x 19 mm x 3 mm M.S. angle to provide hand-rail, engraving each box 150
mm in the concrete by 50 mm x 50 mm x 6 mm anchor plate at base, welding 38 mm x 6
mm F.I. bar inclined plain with the top of the box to fit in the grooved wooden rail by
necessary screws including cutting grooves in concrete, mending good the damages with
cement concrete (1:2:4), applying first class polish to hand rail, 2 (two) coats of synthetic
enamel paint of approved quality over a prime coat etc. finished in all respect for all floors
and accepted by the Engineer-in-charge.(Exposed area of railing will be considered for
measurement, rate is excluding the cost of hand-rail and cost of painting).
sqm
Tk.
3,441.00
20.2
Manufacturing, supplying, fitting and fixing of stair railing of standard height of any design
and shape with square box (2 nos. box in each tread) made by thorough welding of 2
nos. 25 mm x 25 mm x 5 mm M.S. angle, engraving each box 150 mm in the concrete by
50 mm x 50 mm x 6 mm anchor plate at base, welding 50 mm x 50 mm x 6 mm F.I. bar in
inclined plain with the top of the box fitted in the grooved wooden rail and 2 Nos. 225 mm x
25 mm finished section of wooden strip fitted and fixed at mid height of railing at both side
of M.S. angle box in inclined plain parallel to the hand rail etc. fitted and fixed by
necessary screws, nails including cutting grooves in concrete, mending good the damages
with cement concrete (1:2:4) applying 1st class french polish to wooden hand rail and
inclined wooden strip and painting to F.I bar and square box with 2 (two) coats of synthetic
enamel paint of approved quality and colour over a prime coat etc. complete in all respect
for all floors and accepted by the Engineer-in-charge.
sqm
Tk.
6,614.00
20.3
Supplying, fitting and fixing 12 mm dia G.I pipe stair railing of any standard height of any
design and shape with 50 mm x 50 mm x 6 mm M.S. plate at the base of 12 mm dia G.I.
Pipe and fitted and fixed by welding. Placing the pipes vertically @ 250 mm c/c (1 nos. in
each steps) 150 mm embedded into the R.C.C tread of stair case after cutting grooves
and mending good the damages with C.C. and providing 38 mm x 6 mm F.I. bar on the top
of G.I. pipe to provide wooden hand rail of any design including polishing, painting etc. all
complete and accepted by the Engineer-in-charge. (Exposed area of railing will be
considered for measurement, rate is excluding the cost of paint, wood for railing)
20.3.1
With the provision of hand rail of size: 150 mm x 62 mm (finished)
sqm
Tk.
2,193.00
20.3.2
With the provision of hand rail of size: 112 mm x 62 mm (finished)
sqm
Tk.
2,895.00
20.4
Supplying, fitting and fixing stainless steel (SS) stair railing of standard height with 2 mm
thick 62 mm dia pipe for hand-rail, 2 mm thick 40 mm dia 5 nos vertical pipes in each
flight, 2 mm thick 20 mm dia 5 nos horizontal pipes as per drawing, design including
carrying, polishing fabricating, welding and fixing with tread by 25 mm long royal bolt etc.
all complete and accepted by the Engineer-in-charge.
sqm
Tk.
5,361.00
20.5.1
Supplying, fitting and fixing of 12 mm dia G.I pipe stair railing of any standard height and
design and shape with 50 mm x 50 mm x 6 mm M.S. plate at the base of 12 mm dia G.I.
Pipe and fitting & fixing by welding. Placing the pipes vertically @ 125 mm c/c (2 nos. in
each steps) 150 mm embedded into the R.C.C tread of stair case after cutting grooves
and mending good the damages with C.C. and providing 38 mm x 6 mm F.I. bar on the top
of G.I. pipe to provide 37 mm G.I. pipe hand rail of any design including polishing,
painting etc. all complete and accepted by the Engineer-in-charge.(Exposed area of railing
will be considered for measurement, rate is excluding the cost of paint, wood for railing)
sqm
Tk.
3,736.00
PWD SoR 2018 for Civil Works
STAIR & VERANDAH RAILING AND STAIR NOSING
Item No.
152
Description of Item
Unit
Unit Rate
20.5.2
Supplying, fitting and fixing 12 mm dia G.I pipe stair railing of any standard height of any
design and shape with 50 x 50 x 6 mm M.S. plate at the base of 12 mm dia G.I. Pipe and
fitting & fixing by welding. Placing the pipes vertically @ 125 mm c/c (2 nos. in each steps)
150 mm embedded into the R.C.C tread of stair case after cutting grooves and mending
good the damages with C.C. and providing 38 mm x 6 mm F.I. bar on the top of G.I. pipe
to provide 50 mm G.I. pipe hand rail of any design including polishing, painting etc. all
complete and accepted by the Engineer-in-charge.(Exposed area of railing will be
considered for measurement, rate is excluding the cost of paint, wood for railing)
sqm
Tk.
20.6
Supplying, fitting and fixing verandah railing with 2 mm thick 50 mm dia SS hand rail, 2
mm thick 20 mm dia 5 nos SS horizontal pipes, 2 mm thick 50 mm x 25 mm SS box
vertical post @ 450 mm c/c. Among the vertical box post 5 nos box posts will be fitted with
floor bed by 65 mm x 55 mm x 6 mm SS plate, remaining no SS box post will be fitted and
fixed with 50 mm x 25 mm x 2 mm SS horizontal box at bottom (50 mm above from floor
bottom) including all fittings, fixtures, polishing, carrying etc. all complete as per approved
design and drawing and accepted by the Engineer-in-charge.
sqm
Tk. 10,268.00
20.7
Supplying, fitting and fixing 10 mm thick tempered glass railing in stair with 62 mm dia
2 mm thick SS pipe for hand rail, 5 nos 62 mm x 50 mm x 2 mm vertical pipe in each flight
fitted and fixed with 65 mm x 55 mm x 6 mm SS base plate including welding, bending,
fabricating, polishing all complete as per drawing, desing and specification etc all complete
in all respect and accepted by Engineer-in-charge.
sqm
Tk.
20.8
Supplying, fitting and fixing 10 mm thick tempered glass railing in verandah with 62
mm dia 2 mm thick SS pipe for hand rail, 5 nos 62 mm x 50 mm x 2 mm vertical box fitted
with concrete slab by 65 mm x 55 mm x 6 mm SS plate @ 600 mm c/c including all fittings,
fixtures as per drawing, desing and specification etc all complete in all respect and
accepted by Engineer-in-charge.
sqm
Tk. 11,717.00
20.9
Providing nosing to the nose of tread of stair including supplying 3 nos. of 75 mm long
12 mm x 3 mm F.I./SS bar clamps with bifurcated ends in each treads including fitting and
fixing with the angle by welding and fitting and fixing the angle by cutting grooves in R.C.C,
fixing and finishing and the same with C.C. (1:2:4) etc. cost of electricity and other charges
all complete and accepted by the Engineer-in-charge.
20.9.1
Providing 38 mm x 38 mm x 6 mm M.S. angle to the nosing of steps of staircase
meter
Tk.
372.00
20.9.2
Providing nosing 32 mm x 32 mm x 6 mm M.S. angle to the nosing of steps of stair case.
meter
Tk.
327.00
20.9.3
Providing 25 mm x 25 mm x 6 mm size M.S. angle to the nosing of stair case.
meter
Tk.
283.00
20.9.4
Providing 38 mm x 38 mm x 6 mm brass angle to the nosing of steps of stair case
meter
Tk.
1,439.00
20.9.5
Providing 38 mm x 38 mm x 6 mm S.S. angle to the nosing of steps of staircase
meter
Tk.
1,252.00
20.9.6
Providing 32 mm x 32 mm x 6 mm S.S. angle to the nosing of steps of stair case..
meter
Tk.
1,002.00
20.9.7
Providing 25 mmx 25 m x 6 mm size S.S. angle to the nosing of stair case.
meter
Tk.
919.00
20.10
Supplying, fitting & fixing of column guard made of 50 mm x 50 mm x 6 mm M.S. angle
around column & 50 mm x 6 mm F.I. bar for Tie at the top including fitting and fixing with
the angle by welding, fitting and fixing the angle by cutting grooves in R.C.C, fixing and
finishing the same with C.C. (1:2:4) etc. cost of electricity and other charges all complete
and accepted by the Engineer-in-charge.
meter
Tk.
504.00
4,333.00
9,787.00
PWD SoR 2018 for Civil Works
STAIR & VERANDAH RAILING AND STAIR NOSING
Item No.
20.11
Description of Item
Unit
Supplying, fitting & fixing of column guard made of 75 mm x 75 mm x 3 mm S.S. angle
at corner of column including supplying 3 Nos. of 75 mm long 12 mm x 3 mm SS bar
clamp with bifurcated ends, fitting and fixing with the angle by welding, fitting and fixing the
angle by cutting grooves in R.C.C, fixing and finishing the same with C.C. (1:2:4) etc. cost
of electricity and other charges all complete and accepted by the Engineer-in-charge.
meter
………………….. END OF DIVISION TWENTY …………………..
153
Unit Rate
Tk.
1,633.00
PWD SoR 2018 for Civil Works
GRILL FENCING AND BARBED WIRE FENCING
154
DIVISION 21 : GRILL FENCING AND BARBED WIRE FENCING
Item No.
Description of Item
Unit
Unit Rate
21.1
Supplying, fitting and fixing steel grill fencing of any design and shape in boundary wall
with 31 mm x 6 mm F.I. bar @ 150 mm c/c placed vertically after cutting as per required
measurement. Welding the said F.I. bar with 2 nos. horizontal 30 mm x 6 mm F.I. bar
placed one at top and another at bottom including embedding/fixing the horizontal F.I. bar
in position with cutting grooves in wall up to 150 mm depth and mending good the
damages with C.C. (1:2:4), finishing with two coats of painting with synthetic enamel paint
over a coat of anti-corrosive paint etc. complete as per drawing and design and accepted
by the Engineer-in-charge. (Rate is excluding the cost of painting)
sqm
Tk.
2,173.00
21.2
Supplying, fitting and fixing steel grill fencing of any design and shape made with 19 mm
x 6 mm box tube (box made with 2 nos.19 mm x 19 mm x 6 mm angle by continuous
welding) placed vertically @ 150 mm c/c and welding the said vertical boxes with two Nos.
horizontal 25 x 25 x 6 mm angle box (made with 2 Nos. 25 x 25 x 6 mm angle by welding),
placing one at bottom and another at top and again fitting & fixing by welding the said
horizontal tube box (with vertical 38 mm x 38 mm x 6 mm angle box post made with 2 nos.
38 mm x 38 mm x 6 mm angle by welding) provided @ 1800 mm c/c including embedding
the tube box post in brick R.C.C. pillar or core wall up to 375 mm depth after cutting
grooves in wall/pillar including mending good the damages with C.C. (1:2:4) and finishing,
curing, 2 coats of approved synthetic enamel paint over a coat of anti-corrosive paint etc.
all complete as per design, drawing and accepted by the Engineer-in-charge. (Rate is
excluding the cost of painting)
sqm
Tk.
4,685.00
21.3
Manufacturing, supplying, fitting and fixing M.S. grill fencing as per design with outer
frames having 38 mm x 38 mm x 6 mm M.S. angle and inner members having 6 mm dia
M.S. rod placed @ 110 mm c/c diagonally on both direction, welding each cris-cross end
of rod with corners of outer frame including cutting rods and size angles to required
shapes and size and setting the entire fence with the previously installed box tube (box
tube made with 2 nos. angle) post including thorough and full welding the frame with the
angle box posts, painting 2 coats of synthetic enamel paint over a coat of anti-corrosive
priming etc. all complete as per drawing and accepted by the Engineer-in-charge.(Rate is
excluding the cost of angle box tube post and its installation and excluding the cost of
paint)
sqm
Tk.
2,431.00
21.4
Manufacturing, supplying, fitting and fixing M.S. box tube (made with 2 nos angle) post
(bottom end bifurcated) made by thorough welding of two Nos. 38 x 38 x 6 mm M.S. angle
and vertically placing the post into C.C. or R.C.C. foundation including cutting angle to
required shape and size including covering the top of the post with 6 mm thick M.S. plate
etc. all complete as per drawing and accepted by the Engineer-in-charge.(Rate is
excluding the cost of C.C./R.C.C. foundation and paint)
sqm
Tk.
934.00
21.5
Providing barbed wire fencing with R.C.C (1:2:4) pillars @ 2.43 m c/c. and of section
100 mm x 100 mm at top and 150 mm x 150 mm at bottom of 2.13 m total height (1.37 m
above G.L. and 0.76 m below G.L.) including 150 mm thick, 450 mm square spread
footings (pillars reinforced with 4 Nos. 10 mm dia main rod and 6 mm dia stirrups @ 150
mm c/c, footing reinforced with 5 Nos. 10 mm dia rod both ways) supplying, fitting and
fixing 8 lines of barbed wire horizontally (fixed with the post through 6 mm dia rods
embedded in to the post) and 2 lines diagonally from post to post with 12 BWG 2 ply
barbed wire, with 4 points barbs @ at least 112 mm c/c including 6 mm thick (1:4) cement
plaster up to 1500 mm length of the pillars etc. complete and accepted by the Engineerin-charge. (Rate is excluding the cost of concrete and reinforcement which is to be paid as
per corresponding items in the schedule)
sqm
Tk.
155.00
PWD SoR 2018 for Civil Works
GRILL FENCING AND BARBED WIRE FENCING
Item No.
155
Description of Item
Unit
21.6
Providing barbed wire fencing with average 100 mm dia best quality local ballah post
of 1.98 m total height (1.37 m above G.L. and minimum 0.60 m embedded in the ground)
placed at 1800 mm c/c with 9 nos. horizontal lines and 2 nos. diagonal lines of 12 BWG 2
ply barbed wire with 4 points barbs @ at least 112 mm c/c in each way of 1.8 m including
embedding the post tightly in ground and providing a cement concrete base of 200 mm x
200 mm x 300 mm around ballah at E.G.L, stretching the wires and fixing with the post
with the help of minimum 62 mm long G.I. nails including supply of all materials etc. all
complete and accepted by the Engineer-in-charge. (Rate is excluding the cost of ballah
and its driving/fixing and concrete which is to be paid as per corresponding items in the
schedule)
sqm
Tk.
270.00
21.7
Supplying, fitting and fixing 12 BWG barbed wire (2 ply, 4 points) in fencing work @
150 mm c/c in both horizontally and vertically, supported by 38 mm x 38 mm x 6 mm
M.S. L-shape angle post (300 mm embedded in R.C.C. or in brick work with a cement
concrete base of 75 mm x 75 mm x 300 mm) 600 mm vertical and 450 mm inclined or as
per requirement @ 2.4 m c/c including straightening, binding the joints with 18 BWG wire,
making holes in the angle etc. including supplying all necessary materials complete in all
respect and accepted by the Engineer-in-charge. (Rate is excluding the cost of R.C.C or
brick work or C.C. which is to be paid as per corresponding items in the schedule)
sqm
Tk.
831.00
21.8
Supplying, fitting and fixing 12 BWG barbed wire (2 ply, 4 points) in fencing work @
150 mm c/c both horizontally and vertically, supported by 38 mm x 38 mm x 6 mm
M.S. Y-shape angle post (300 mm embedded in R.C.C. or in brick work with a cement
concrete base of 75 mm x 75 mm x 300 mm) 600 mm vertical and 450 mm inclined or as
per requirement @ 2.4 m c/c including straightening, binding the joints with 18 BWG wire,
making holes in the angle etc. including supplying all necessary materials complete in all
respect and accepted by the Engineer-in-charge. (Rate is excluding the cost of R.C.C or
brick work or C.C. which is to be paid as per corresponding items in the schedule)
sqm
Tk.
887.00
21.9
Supplying, fitting and fixing 12 BWG barbed wire fencing in a circular shape of 600 mm
dia and 76 mm pitch fitted with MS rod casing (made by 8 nos. 10 mm dia plain bar in a
circular pattern and placed at equal interval ), 38 x 38 x 6 mm M.S. angle post (300 mm
embedded in R.C.C. or in brick work with a cement concrete base of 75 mm x 75 mm x
300 mm) and 600 mm vertical and 450 mm inclined placed @ 3.0 m c/c including
straightening, binding the joints with 18 BWG wire, making holes in the angle etc. including
supply of all necessary materials complete in all respect and accepted by the Engineer-incharge. (Rate is excluding the cost of R.C.C or brick work or C.C. which is to be paid as
per corresponding items in the schedule)
meter
Tk.
2,427.00
`
………………….. END OF DIVISION TWENTY ONE …………………..
Unit Rate
PWD SoR 2018 for Civil Works
MISCELLANEOUS ITEMS
156
DIVISION 22 : MISCELLANEOUS ITEMS
Item No.
Description of Item
Unit
Unit Rate
22.1
Supplying, fitting and fixing of wooden wedge (12 mm base x 12 mm height) instead of
putty for fixing glass panes with wooden frame by nails or by any other approved method
including the cost of necessary wood, painting/polishing, nails etc. and excluding the cost
of wooden frame, and painting and 5 mm thick glass panes all complete and accepted by
the Engineer-in-charge.
meter
Tk.
68.00
22.2
Supplying, fitting and fixing of 20 mm dia foreign made aluminium pipe curtain rail for
door and window including cutting and fitting fixing as per required measurement and
supplying necessary screws, electric drill and rowel plug including charge of electricity etc.
complete and accepted by the Engineer-in-charge.
meter
Tk.
655.00
22.3
Supplying, fitting and fixing 10 mm thick clear tempered glass door including all
accessories, 1 set floor mounted auto door closure, special quality 2 nos clamping
devices, 1 set locking device, top hinge and handle etc. complete in all respect as per
drawing and direction of the Engineer-in-charge.
sqm
Tk. 15,604.00
22.4
Supplying, fitting and fixing 10 mm thick clear glass partition with 44 mm, 44 mm, 1.5
mm aluminium box, protector bit (single), protector bit (double) including all accessories
etc. all complete and as per drawing and direction of the Engineer-in-charge.
sqm
Tk.
2,861.00
22.5
Supplying, fitting and fixing of C.T wood strip (62 mm x 25 mm x 20 mm) for fixing of
aluminium curtain rails as per design and drawing, fitting and fixing coat of priming etc.
all complete and accepted by the Engineer-in-charge.(Rate is excluding the cost of
polishing and painting etc.)
meter
Tk.
743.00
22.6
Supplying, fitting and fixing vertical venetian blinds made with glass fiber fabrics (foreign
made) with supply of all materials (foreign made) such as head rail (aluminium), end capset, rod tilt, sigger (stopper), runner, spacer (link), handling cord, ball chain, link chain,
cord-weight weight-plate plastic washer, glass fiber fabrics, and head cap-set etc. all
complete and accepted by the Engineer-in-charge.
sqm
Tk.
1,896.00
22.7
Supplying, fitting and fixing horizontal venetian blinds of 25 mm width made with
aluminium foils/ strips (foreign made) with supply of all materials (foreign made) such as
head rail, bottom rail, rod tilt, head cap, bottom cap, gear box, stick, support and cap, cord
drum and support, bracket, cord lock, cord equalizer, top holder, ladder, cord, handling
cord and aluminium foils etc. all complete and accepted by the Engineer-in-charge.
sqm
Tk.
1,440.00
22.8
Supplying, fitting and fixing of horizontal zebra blind made with polyester fabrics,
synthetic net with 3 inch vinyl/upvc coated strips (foreign made) with supply of all materials
(foreign made) such as head rail, bottom rail, rod tilt, head cap, bottom cap, gear box,
stick, support and cap, cord drum and support, bracket, cord lock, cord equalizer, top
holder, ladder, cord, handling cord and aluminium foils etc. all complete and accepted by
the Engineer-in-charge.
sqm
Tk.
3,260.00
22.9
Supplying, fitting and fixing of blackout/ translucent roller blind of PVC/ vinyl laminated
fiberglass fabrics (foreign made) with supply of all materials (foreign made) such as head
rail (aluminium), end cap-set, rod tilt, sigger (stopper), runner, spacer (link), handling cord,
ball chain, link chain, cord-weight weight-plate plastic washer, glass fiber fabrics, and head
cap-set etc. all complete and accepted by the Engineer-in-charge.
sqm
Tk.
2,594.00
PWD SoR 2018 for Civil Works
MISCELLANEOUS ITEMS
Item No.
157
Description of Item
Unit
Unit Rate
22.10
Supplying, fitting & fixing of steel iron rack made of 50 mm x 50 mm x 6.35 mm vertical
and horizontal angle post, welding 63.5 mm x 6.35 mm F.I. bar placed horizontally as
bracing for the posts, 38 mm x 6.35 mm cross F.I. bars welded with vertical post, 12.7 mm
thick M.S plate welded as cup shape at the bottom of post, supplying and fitting rivets,
charge for welding, drilling, carrying, cutting, straightening in required sizes etc in all
respect as per drawing, design and accepted by the Engineer-in-charge.
sqm
Tk.
9,578.00
22.11
Supplying fitting & fixing of uPVC plastic door or window frame having specific gravity
1.35 - 1.45, and other physical, chemical, thermal, fire resistivity properties etc. as per
BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitted and fixed in
brick wall/ R.C.C wall with 6 Nos. GI clamp, 4 nos inner joint GI clamp, 2 nos. outer GI joint
clamp, 16 nos. rivet making necessary grooves and mending good the damages, finishing,
curing, carriage etc complete in all respect accepted by the Engineer-in-charge.
meter
Tk.
278.00
22.12
Supplying, fitting, fixing of uPVC hollow or solid plastic door shutter having specific
gravity of 1.35 - 1.45, thickness 1.7 mm-2.2 mm, and other physical, chemical, thermal,
fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM,
BS/ISO/IS standards of different sizes, fitted fixed with uPVC plastic door frame weighing
5.82 kg/m2 with at least 3 Nos. SS hinges by min 64 Nos. Ø 3.17 mm and 3.97 mm 12.7
mm long rivets, 12 nos. 25.4 mm SS screws, Ø 9.38 mm, 150 mm long SS tower bolts 2
nos., 146 mm SS handle by rivet 2 Nos., G.I inner joint, 234.95 mm x 127 mm clamp, 76.2
mm x 57.15 mm, 25 mm dia 1 no ss haspbolt, special type round lock, carrying the same
to the site and local carriage etc. complete in all respect and accepted by the Engineer-incharge.
22.12.1
760 mm x 1980 mm uPVC plastic shutter (hollow).
each
Tk.
3,650.00
22.12.2
760 mm x 2130 mm uPVC plastic shutter (solid).
each
Tk.
3,762.00
22.12.3
910 mm x 2130 mm uPVC plastic shutter (hollow).
each
Tk.
3,955.00
22.12.4
990 mm x 2130 mm uPVC plastic shutter (solid).
each
Tk.
4,130.00
22.13
Supplying, fitting & fixing of uPVC plastic or glass partition in plastic frame fabricated
by 70 mm x 50 mm x 2 mm T and 50 mm x 40 mm x 2 mm / 50 mm x 30 mm x 2 mm Lsections, providing partition with 156 mm x 25 mm uPVC hollow section having wall
thickness of 2.5 mm / partition with 5 mm thick glass. physical, chemical, thermal, fire
resistivity properties etc of the materials as per BSTI approved manufacturer standards or
ASTM, BS/ISO/IS standards, fitted and fixed in brick wall or R.C.C wall with 6 nos. GI
clamps, 4 nos. inner joint GI clamps, 2 nos. outer GI joint clamps, 16 nos. rivets, making
necessary grooves and mending good the damages, finishing, curing, carriage etc
complete in all respect and accepted by the Engineer-in-charge.
22.13.1
With partition of uPVC hollow section
sqm
Tk.
2,666.00
22.13.2
With 5 mm glass
sqm
Tk.
2,175.00
22.14
Supplying, fitting & fixing of uPVC Profile for door, window and fixed partition frames
applications having specific gravity of 1.36-1.43, and other physical, chemical, thermal, fire
resistivity properties etc. as per BSTI approved manufacturer standards or ASTM,
BS/ISO/IS standards including all accessories, fittings with 6 nos. steel clamps complete in
all respect as per drawing and accepted by the Engineer-in-charge.
meter
Tk.
527.00
PWD SoR 2018 for Civil Works
MISCELLANEOUS ITEMS
Item No.
Description of Item
Unit
158
Unit Rate
22.15
Supplying, fitting & fixing of swing door shutter made of low density free foam (LDFF)
sheet having standard size 1200 mm x 3200 mm. Physical properties: density: 0.55-0.68
g/cm3, weighing 1.3 kg/sft, providing new sash (100 mm), sliding glass bead, rubber,
screws, 75 mm hinges 4 Nos., 100 mm tower bolt 2 Nos., 150 mm handle 2 nos. etc.
including all accessories complete in all respect as per drawing and accepted by the
Engineer-in-charge.
22.15.1
1950 mm x 750 mm size 8 mm thick uPVC swing door shutter
each
Tk.
22.15.2
2100 mm x 750 mm size 8 mm thick uPVC swing door shutter
each
Tk. 10,109.00
22.15.3
2100 mm x 900 mm size 8 mm thick uPVC swing door shutter
each
Tk. 10,387.00
22.16
Supplying, fitting & fixing of plastic wall paneling with 3 mm sheet, weighing 0.188 kg/sft,
fitting and mending good the damages, carriage to the site including glass bead, partition
frame, rubber, 5 mm clear glass fitted and fixed with screws, steel clamp etc all complete
and accepted by the Engineer-in-charge.
sqm
Tk.
1,268.00
22.17
Supplying, fitting & fixing of uPVC profile fixed partition with 5 mm clear glass, weighing
1.032 kg/sft, fitting and mending good the damages, carriage etc. complete in all respect
and accepted by the Engineer-in-charge.
sqm
Tk.
3,385.00
22.18.
Supplying, fitting & fixing of uPVC profile sliding window having gross weight of 14.00
kg/sqm (including 5 mm glass) fitting and mending good the damages, carries etc
complete in all respect accepted by the Engineer-in-charge.
22.18.1
uPVC sliding window with 5 mm glass (1200 mm x 1200 mm size)
sqm
Tk.
4,667.00
22.18.2
uPVC sliding window without glass (1200 mm x 1200 mm size)
sqm
Tk.
3,815.00
22.19
Supplying, fitting & fixing of plastic wood paneling in false ceiling with 6 mm sheet,
weighing 3.85 kg/sqm, fitting and mending good the damages, carries etc complete in all
respect and accepted by the Engineer-in-charge
sqm
Tk.
1,332.00
22.20
Supplying, fitting and fixing of approved quality 190 mm x 190 mm size glass bricks in
round stair wall including all accessories & charges, complete in all respect and accepted
by the Engineer-in-charge.
sqm
Tk. 14,910.00
22.21
Supplying, fitting & fixing 50 mm thick rock or glass wool padding of approved quality
and accepted by the Engineer-in-charge.
sqm
Tk.
22.22
Manufacturing supplying, fitting and fixing of single leaf louver door shutter made with
16 gauge thick 50 mm x 50 mm SS hollow box as outer frame, 16 gauge thick 50 mm x 38
mm SS hollow box as pannel frame and 18 gauge thick 50 mm x 12 mm SS hollow box as
louver with 150 mm long 12 mm dia SS handle, 300 mm long 20 mm dia ss hasp bolt, 100
mm hings etc, comple in all respect and accepted by the Engineering-in charge.
sqm
Tk. 22,545.00
22.23.1
Supplying, laying, fitting & fixing best quality 225 mm dia (internal) machine made
R.C.C. pipe over 100 mm thick cement concrete (1:3:6) at base and sides including single
brick flat soling and gasket with cement mortar (1:4) joints, cutting and filling trenches up
to required depth including excavation of soil etc. all complete in all respect as per type
plan and accepted by the Engineer-in-charge (average depth of trench is 1050 mm).
(Cement: CEM-II/A-M)
meter
Tk.
9,832.00
3,843.00
1,359.00
PWD SoR 2018 for Civil Works
MISCELLANEOUS ITEMS
Item No.
159
Description of Item
Unit
22.23.2
Supplying, laying, fitting & fixing best quality 300 mm dia (internal) machine made
R.C.C. pipe over 100 mm thick cement concrete (1:3:6) at base and sides including single
brick flat soling and gasket with cement mortar (1:4) joints, cutting and filling trenches up
to required depth including excavation of soil etc. all complete in all respect as per type
plan and accepted by the Engineer-in-charge (average depth of trench is 1050
mm).(Cement: CEM-II/A-M)
meter
Tk.
22.23.3
Supplying, laying and fitting-fixing 900 mm dia RCC pipe of approved quality and
accepted by the Engineer-in-charge. [Rate is excluding cost for excavation, back-fill,
materials for back-fill and bedding]
meter
Tk. 10,009.00
22.24
Supplying, making, fitting & fixing of R.C.C. door/window frame of 155 mm x 65 mm
which is made by using M.S. rod (fy = 400 MPa) fabrication work with 24 BWG G.I. wire,
steel formworks with minimum cement concrete relates mix ratio (1:2:4) having minimum
f'cr = 27 MPa & satisfying a specified compressive strength, f'c= 22 MPa at 28 days and
cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/ ASTM-C 150 type–1, best
quality 50% quantity of local sand (F.M. 1.2) and 50% quantity of coarse sand (F.M. 2.2), 6
mm down well graded stone chips, screening, making, placing in position, making
shutter/formworks water-tight properly, jute hassian, polythene sheet, placing of 100 mm
long welded iron hinges with 6 mm dia M.S. rod clamp in position and mixing with mixer
machine, casting in forms, compacting properly and curing at least for 21 days, removing
shuttering and demoulding etc. all complete including the cost of water, electricity and
other charges as per design, drawing and accepted by the Engineer-in-charge.
(Considering cross section of the frame 153 mm x 64 mm).
meter
Tk.
22.25
Supply & installation of fire rated door complete & accepted by the Engineer-in-charge
with the following specification:
sqm
Tk. 48,217.00
Standard(s) for safety : UL Certified, NFPA 80 standard
ANSI / UL 10C: Positive pressure of fire tests of door assemblies.
ANSI / UL 10B: Fire tests of door assemblies.
UL Subject 63: Outline of investigation for fire frames.
Shutter materials: Mild steel.
Fire resistivity (Door & frame): Two hours.
Fire resistivity (accessories): Three hours (panic bar, pul handle, ceramic fibre tape for
sealing smoke, hinge, bolt and screw, mortice lock, door closer
Door frame: 2 vertical fire resisting jamb and 1 fire resisting horizontal jamb made with
single rabbet hollow steel chanel frame made of 2.3 mm imported cold rolled mild steel
sheet. Four SS hinges (size: 112 mm x 100 mm x 3.4mm) are used on each leaf screwd
with frame
Door leaf: Door leaf faces consists of 1.6 mm thick imported cold rolled MS sheet attached
together using interlocking mechanism and tack welding which is filled with imported
100kg/m3 rock wool cake. Stiffeners should be used inside to strengthen structure.
Vision Panel: Made of UL certified 5 mm glass. It has clear vision area of 150 mm x 100
mm. Its frame is mae of 1.6 mm imported cold rolled MS sheet and SS pop rivet used for
fixing. Ceramic fibre tape is used for sealing smoke.
Unit Rate
2,214.00
136.00
PWD SoR 2018 for Civil Works
MISCELLANEOUS ITEMS
Item No.
Description of Item
Internal insulation: Rock wool.
Surface treatment: All MS sheets are chemically treated coated with zinc phosphate
before assembly in highly equipped chemical treatment plant. All chemicals are imported.
Paint Finish: Epoxy powder coated paint finish and curing in temperature controlled gas
oven.
………………….. END OF DIVISION TWENTY TWO …………………..
Unit
160
Unit Rate
PWD SoR 2018 for Civil Works
FERROCEMENT WORKS
161
DIVISION 23 : FERROCEMENT WORKS
Item No.
Description of Item
23.1
Supplying, fitting & fixing of pre-cast ferrocement roof panel which is made by using
vibration table & steel shutter with minimum cement content relates to mix ratio 1:2 for
flange having minimum compressive strength 30 MPa (28 days standard cube strength)
and cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/ASTM-C150 type- 1,
best quality coarse sand of equivalent F.M. 2.2, 2 layers of 18 BWG galvanized/epoxy
coated wire mesh having minimum yield strength fy= 450 MPa & having 2 meshes per 25
mm and reinforced cement concrete works for rib with minimum cement content relates to
mix ratio 1:1.5:3 having minimum f‟cr = 30 MPa and satisfying a specified compressive
strength f'c = 25 MPa, best quality coarse sand of equivalent F.M. 2.2 and 12 mm down
well graded stone chips conforming to ASTM C-33, supplying, fabrication and fixing to
details as per design, deformed bar reinforcement BDS ISO 6935-2:2006, including
straightening and cleaning rust, if any, bending and binding in position with supply of 24
nos GI wires, remove the shuttering, lifting the panel to floor/roof level, keeping on proper
position, filling the interstices with cement concrete (1:1.5:3), satisfying a specified
compressive strength f'c = 25 MPa, stitching overlapped wire meshes with 18 BWG GI
wire, filling with mortar (1:2), casting of 25 mm thick as screeding (1:1.5:3) using 6 mm
down stone chips and M.S. rod (fy=400 MPa) with fabrication over F.C. panel including the
cost of reinforcement & wire mesh, curing at least for 7 days including the cost of water,
electricity and other charges all complete as per design, drawing and accepted by the
Engineer-in-charge.
23.1.1
For ground floor, span up to 3810 mm for floor/roof slab.
23.1.2
Extra cost shall be incorporated in the estimate for each additional floor
23.1.2.1
Unit
Unit Rate
sqm
Tk.
2,354.00
Add for each additional span length of 150 mm long direction (3810 mm<span ≤ 4800
mm)
sqm
Tk.
9.00
23.1.2.2
Add for each additional floor up to 5th floor
sqm
Tk.
35.00
23.1.2.3
Add for each additional floor from 6th floor
sqm
Tk.
40.00
23.2
Supplying, fitting & fixing of 20 mm thick ferrocement folded plate roof which is made by
using vibration table & steel shutter with minimum cement content relates to mix ratio 1:2,
having minimum compressive strength of 30 MPa (28 days standard cube strength) and
cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/ASTM-C 150 type- 1, best
quality coarse sand of equivalent F.M. 2.2, 1 layer of 20 BWG galvanized/epoxy coated
wire mesh having minimum yield strength fy=450 MPa & having 2 meshes per 25 mm,
fabrication and fixing to details as per design, deformed bar reinforcement BDS ISO 69352:2006, including straightening and cleaning the rust, if any, bending and binding in
position with supply of 24 BWG GI wires, removing the shutter, lifting, keeping on proper
position, curing at least for 7 days including the cost of water, electricity and other charges
all complete as per design, drawing and accepted by the Engineer-in-charge.
23.2.1
For ground floor, span up to 3810 mm
sqm
Tk.
1,890.00
23.2.1.1
Add for each additional span length of 150 mm long direction (3810 mm < span ≤ 4800
mm)
sqm
Tk.
9.00
23.2.2.1
Add for each additional floor up to 5th floor
sqm
Tk.
35.00
23.2.2.2
Add for each additional floor from 6th floor
sqm
Tk.
40.00
PWD SoR 2018 for Civil Works
FERROCEMENT WORKS
Item No.
Description of Item
23.3
Supplying, fitting & fixing of 20 mm thick ferrocement corrugated sheet roof which is
made by using vibration table & steel shutter with minimum cement content relates to mix
ratio 1:2, having minimum compressive strength of 30 MPa (28 days standard cube
strength) and cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/ASTM-C 150
type-1, best quality coarse sand of equivalent F.M. 2.2, 1 layer of 20 BWG
galvanized/epoxy coated wire mesh having minimum yield strength fy=450 Mpa & having
2 meshes per 25 mm and supplying, fabrication and fixing to details as per design,
deformed bar reinforcement BDS ISO 6935-2:2006 including straightening and cleaning
rust, if any, bending and binding in position with supply of 24 nos GI wires, removing the
shutter, lifting on ground floor roof, keeping on proper position, curing at least for 28 days
including the cost of water, electricity and other charges all complete as per design,
drawing and accepted by the Engineer-in-charge.
23.3.1
For ground floor, span up to 3810 mm for floor/roof slab.
23.3.2
Extra cost shall be incorporated in the estimate for each additional floor
23.3.2.1
Unit
162
Unit Rate
sqm
Tk.
1,626.00
Add for each additional floor up to 5th floor
sqm
Tk.
35.00
23.3.2.2.
Add for each additional floor from 6th floor
sqm
Tk.
40.00
23.4
Supplying, fitting & fixing of pre-cast Ferrocement L-Panel which is made by using
vibration table & steel shutter with minimum cement content relates to mix ratio 1:2 for
flange having minimum compressive strength of 30 MPa (28 days standard cube strength)
and cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/ASTM-C 150 type- 1,
best quality coarse sand of equivalent F.M. 2.2, 2 layers of 20 BWG galvanized/epoxy
coated wire mesh having minimum yield strength fy=450 Mpa & having 2 meshes per 25
mm and reinforced cement concrete works for rib with minimum cement content relates to
mix ratio 1:1.5:3 having minimum f‟cr = 30 MPa and satisfying a specified compressive
strength f'c = 25 MPa, best quality coarse sand of equivalent F.M. 2.2 and 12 mm down
well graded stone chips conforming to ASTM C-33, supplying, fabrication and fixing to
details as per design, deformed bar reinforcement BDS ISO 6935-2:2006 including
straightening and cleaning rust, if any, bending and binding in position, curing at least for
28 days with supply of GI wires, remove the shuttering of ferrocement L-panel, lifting the
panel to floor/roof level, keeping on proper position, the cost of water, electricity and other
charges all complete as per design, drawing and accepted by the Engineer-in-charge.
23.4.1
For ground floor, span up to 3810 mm for floor/roof slab.
sqm
Tk.
1,375.00
23.4.2
Extra cost shall be incorporated in the estimate for each additional floor
23.4.2.1
Add for each additional floor up to 5th floor
sqm
Tk.
35.00
23.4.2.2
Add for each additional floor from 6th floor
sqm
Tk.
40.00
23.5
Supplying, making and fitting fixing of ferrocement door/window frame 155 mm x 65 mm
which is made by using M.S. rod (fy = 400 MPa) fabrication work minimum cement content
relates to mix ratio 1:2 cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/
ASTM-C 150 type–1, coarse sand (F.M. 2.2), cutting, bending, binding of one layer 20
BWG galvanized / epoxy coated wire mesh having minimum yield strength fy=450 MPa &
12 mm c/c gap in both directions with 24 BWG. G.I. wire, jute hassain, polythene sheet,
placing of 100 mm long welded iron hinges including 6 mm dia M.S. rod clamp fittings,
fixing in position, casting with neat cement finishing demoulding and lean cement sand
(1:8) cement, sand (F.M. 1:2) and curing at least for 28 days etc. all complete including the
cost of water, electricity, testing and other charge as per design, drawing and accepted by
the Engineer-in-charge. (Considering x- section of the frame is 153 mm x 64 mm).
meter
Tk.
567.00
PWD SoR 2018 for Civil Works
FERROCEMENT WORKS
Item No.
163
Description of Item
Unit
Unit Rate
23.6
25 mm thick cast-in-situ ferrocement wall with minimum cement content relates to mix
ratio 1:2, cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/ASTM-C 150
type–1, and best quality coarse sand (F.M. 2.2) M.S. rod fabrication in accordance with
BDS, ISO 6935-2:2006 straighting and cleaning rust if any, bending and binding in position
with supply of 8 mm dia M.S. rod 250 mm c/c vertically, 6 mm dia 250 mm c/c horizontally,
24 nos G.I. wire splices laps etc. 2 layers of 20 BWG galvanized wire mesh having
minimum yield strength fy=450 Mpa & 2 mesh per 25 mm, casting and finishing the both
surfaces with cement sand (F.M.-1.2) mortar (1:3) and curing at least for 21 days,
including the cost of water, electricity and other charges in all complete as per drawing,
design and accepted by the Engineer-in-charge.
sqm
Tk.
1,719.00
23.7
Supplying, fitting & fixing of 25 mm thick pre-cast ferrocement wall panel with minimum
cement content relates to mix ratio 1:2, cement conforming to BDS EN-197-1-CEM-1,
52.5N (52.5MPa)/ ASTM-C 150 type–1 and best quality coarse sand (F.M. 2.2) and 2
layers of 20 BWG galvanized wire mesh having minimum yield strength fy=450 Mpa & 2
mesh per 25 mm, including cutting, binding, bending, with 24 B.W.G. G.I. wire, casting
and finishing the both surfaces with cement sand (F.M.-1.2) Mortar (1:3) and curing at
least for 21 days before lifting, fitting & fixing the Ferrocement plate in proper position with
making rib, supply of 8 mm dia M.S. rod 250 mm c/c vertically, 6 mm dia 250 mm c/c
horizontally fabrication in accordance with BDS, ISD 6935-2.2006 straighting and cleaning
rust if any, bending and binding in position with supply of G.I. wire etc. the cost of water,
electricity and other charges, complete in all respect and accepted by the Engineer-incharge
23.7.1
Ground Floor
sqm
Tk.
1,572.00
23.7.2
Add for each additional floor up to 5th floor
sqm
Tk.
18.00
23.7.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
28.00
23.7.4
Add for each additional floor for 10th floor and above
sqm
Tk.
32.00
23.8
90 mm thick partition wall with ferrocement sandwich panel wall (cast in situ) using
mortar having compressive strength not less than 15.0 N/mm2 and fitting-fixing of EPS
sheet size (3000 mm x 1200 mm x 63 mm),8 mm M.S. bar and its fabrication in both side
with 20 BWG galvanized wire mesh having minimum yield strength fy=450 Mpa & 2 mesh
per 25 mm, in compliance with ASTM C129 fairly uniform thickness and water absorption
not more than 7% including necessary scaffolding, cleaning and curing at least for 7 days
including cost of water, electricity and other charges etc. in all complete accepted by the
Engineer-in-charge.
23.8,1
Ground Floor
sqm
Tk.
2,037.00
23.8.2
Add for each additional floor up to 5th floor
sqm
Tk.
13.00
23.8.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
18.00
23.8.4
Add for each additional floor for 10th floor and above
sqm
Tk.
21.00
PWD SoR 2018 for Civil Works
FERROCEMENT WORKS
Item No.
23.9
Description of Item
Unit
40 mm ferro-cement slab on soil-cement stabilized sub-grade in ground floor etc. with
minimum cement content relates to mix ratio 1:2 having minimum compressive strength of
30 MPa (28 days standard cube strength) and cement conforming to BDS EN-197-1-CEM1, best quality coarse (F.M. 2.2) sand, 2 layer of 20 BWG galvanized/epoxy coated wire
mesh having minimum yield strength fy=450 Mpa & having 2 mesh per 25 mm with
minimum clear cover 12 mm both top & bottom, true to desired level, placing, compacting,
curing at least for 7 days in all floors including cost of water, electricity and other charges
etc. all complete and accepted by the Engineer-in-charge.
sqm
………………….. END OF DIVISION TWENTY THREE …………………..
164
Unit Rate
Tk.
1,247.00
PWD SoR 2018 for Civil Works
ROAD AND PAVEMENT WORKS
165
DIVISION 24: ROAD AND PAVEMENT WORKS
Item No.
Description of Item
Unit
Unit Rate
24.1
Earth work in road embankment up to a lift of 1.5 m in all kinds of soil including cutting
and throwing earth in layers not exceeding 150 mm in thickness, breaking clods up to 40
mm size in each layer, ramming, leveling and dressing as per required side slope and
alignment with earth borrowed from the road side govt. acquired land for any leads and
maintaining the embankment true to level and side slopes as per profiles for one year from
the date of completion including making dug, bailing, profiling etc. complete and accepted
by the Engineer-in-charge.
24.1.1
For initial lift of 1.5 m
cum
Tk.
145.00
24.1.2
For additional lift of 1 m beyond 1.5 m up to 2.5 m
cum
Tk.
165.00
24.1.3
For additional lift of 1 m beyond 2.5 m up to 3.5 m
cum
Tk.
186.00
24.1.4
For additional lift of 1 m beyond 3.5 m up to 4.5 m
cum
Tk.
206.00
24.1.5
For additional lift of 1 m beyond 4.5 m up to 5.5 m
cum
Tk.
227.00
24.1.6
For additional lift of 1 m beyond 5.5 m up to 6.5 m
cum
Tk.
247.00
24.2
Earthwork in box cutting in all types of soil. Removing soil to a safe distance,
maintaining proper alignment, camber and grade including leveling, dressing and
compacting the sub grade as per drawing and accepted by the Engineer-in-charge.
24.2.1
Depth up to 300 mm
sqm
Tk.
50.00
24.2.2
Depth up to 450 mm
sqm
Tk.
71.00
24.3
Creating turf on the side slopes and top of embankment with good quality turf not less
than 225 mm square chunk, watering till the grass grown including all leads and lifts etc.
complete and accepted by the Engineer-in-charge.
sqm
Tk.
17.00
24.4
Single layer brick flat soling in road work with first class or picked jhama bricks as per
alignment, camber and grade including filling joints with sand (F.M. 0.80) etc. complete
including cost of all materials and accepted by the Engineer-in-charge.
sqm
Tk.
438.00
24.5
Brick on edges pavement in herring bone bond (HBB) with first class or picked jhama
bricks as per alignment, camber and grade over 12 mm thick sand cushion (F.M. 0.80)
including filling the joints with the same sand including cost of all materials and accepted
by the Engineer-in-charge.
sqm
Tk.
713.00
24.6
Double brick flat soling in roadwork with first class or picked jhama bricks as per
alignment, camber and grade including filling the joints with fine sand (F.M. 0.80) and also
providing 12 mm thick sand cushion in between the two layers of brick flat soling with the
same quality of sand including cost of all materials and accepted by the Engineer-incharge.
sqm
Tk.
884.00
24.7
Brick on end edging (75 mm across the road) with first class or picked jhama bricks and
filling the gaps with fine sand (F.M. 0.80) including cutting trenches, true to level and
grade, removing earth, refilling and ramming the sides properly including cost of all
materials and accepted by the Engineer-in-charge.
meter
Tk.
111.00
PWD SoR 2018 for Civil Works
ROAD AND PAVEMENT WORKS
Item No.
Description of Item
Unit
166
Unit Rate
24.8
Breaking picked jhama, first class bricks or bats including cost of bricks and bats and
stacking in measurable sizes at site accepted by the Engineer-in-charge.
24.8.1
For 62 mm to 40 mm size
cum
Tk.
3,631.00
24.8.2
For 40 mm to 25 mm size
cum
Tk.
3,767.00
24.9.1
Labour charge for compacted water bound macadam base course (including the cost
of sand ) with graded material of crushed well burnt, picked jhama or first class bricks and
bats having compacted thickness made as per specifications including local handling and
spreading uniformly to proper grade, camber and super elevation, hand packing, watering,
dry rolling followed by wet rolling in layers of specified thickness with 8 to 10 ton capacity
power driven road roller to attain minimum soaked CBR 80% or design CBR at minimum
degree of compaction of 98% MDD (Modified Proctor), including supplying and blinding
with sand (F.M. 0.80) @ 0.012 m 3 per sqm or as required etc.all complete as per direction
of the Engineer-in-charge. After adequate dry rolling, spreading of sand on the surface,
sprinkling of water and rolling is to be continued untill all the voids are filled. thickness of
each layer should not be more than 100 mm loose and payment will be made on
compacted thickness. [The rate excludes the cost of brick aggregates.]
cum
Tk.
544.00
24.9.2
Providing compacted water bound macadam base course with graded material of
crushed well burnt, picked jhama or first class bricks and bats (50 mm downgraded brick
chips having LAA value not exceeding 40%) including supplying of 12 mm downgraded
chips made of same quality bricks, having compacted thickness made as per
specifications including local handling and spreading uniformly to proper grade, camber
and super elevation, hand packing watering,dry rolling followed by wet rolling in layers of
specified thickness with 8 to 10 ton capacity power driven road roller to attain minimum
soaked CBR of 80% or design CBR at minimum degree of compaction of 98% of MDD
(Modified Proctor), including supplying and blinding with sand (F.M. 0.80) @ 0.012 m 3 per
sqm or as required etc. all complete as per direction of of the Engineer-in-charge. After
adequate dry rolling, spreading of sand on the surface, sprinkling of water and rolling is to
be continued untill all the voids are filled. thickness of each layer should not be more than
100 mm loose and payment will be made on compacted thickness.
cum
Tk.
4,955.00
24.10
Providing compacted sub-base course with well graded material of crushed well burnt
picked jhama / 1st class brick bats and sand (FM 0.8) with mixing proportion 2 : 1 having
compacted thickness made as per specification including local handling, spreading
uniformly to proper grade camber and super elevation, packing, rolling properly with 8 to
10 ton capacity power driven road roller and watering properly for compaction of 100%
MDD (standard) blinding with sand including cost of fuel, lubricants, spares, maintenance,
driver etc. all complete and accepted by the Engineer-in-charge.
cum
Tk.
4,041.00
PWD SoR 2018 for Civil Works
ROAD AND PAVEMENT WORKS
Item No.
167
Description of Item
Unit
Unit Rate
24.11
50 mm thick compacted pre-mixed bituminous carpeting with 20 mm down graded
stone-chips (having LAA value <= 30%, water absorption not greater than 2%, flakiness
index not greater than 35) of gradation as specified @ 0.68 cum of stonechips mixed with
46 kg of heated bitumen of 60/70 penetration grade heated straight run bitumen satisfying
the requirements of ASTM/AASHTO. Bitumen content % by wt. of total is 4.5% to 5.50%
or as determined by job mix design. The bitumen and stone-chips shall be separately
heated to a temperature of 140°C – 155°C and 150°C – 170°C respectively before
mixing. The mixing shall be done at temperature between 140°C – 160°C at a separate
place away from the fire. The bitumen and stone-chips mixture shall be laid uniformly over
10 sqm of surface in proper camber, grade and super-elevation only on the prepared and
accepted base or surface in a single appropriate layer to give the specified compacted
thickness. The mixture should be rolled with appropriate steel drum roller (3-5 tons) &
pneumatic multiple tire roller (8-10 tons) to full compaction. The rolling temperature shall
be maintained not below 90°C including supplying of all materials, their carriage,
labourers, tools and equipment etc. all complete as per direction of the Engineer-incharge. (In order to achieve the specified grading a blending of nominal maximum size of
20 mm, 12 mm crushed stone chips and stone dust is suggested and proportion will have
to be determined by the laboratory analysis).
sqm
Tk.
846.00
24.12
38 mm thick compacted pre-mixed bituminous carpeting with 20 mm down graded
stone-chips (having LAA value <= 30%, water absorption not greater than 2%, flakiness
index not greater than 35) of gradation as specified @ 0.63 cum of stonechips mixed with
37 kg heated bitumen of 60/70 penetration grade heated straight run bitumen satisfying
the requirements of ASTM/AASHTO. Bitumen content % by wt. of total is 4.5% to 5.50%
or as determined by job mix design. The bitumen and stone-chips shall be separately
heated to a temperature of 140°C – 155°C and 150°C – 170°C respectively before
mixing. The mixing shall be done at temperature between 140°C – 160°C at a separate
place away from the fire. The bitumen and stone-chips mixture shall be laid uniformly over
10 sqm of surface in proper camber, grade and super-elevation only on the prepared and
accepted base or surface in a single appropriate layer to give the specified compacted
thickness. The mixture should be rolled with appropriate steel drum roller (3-5 tons) &
pneumatic multiple tire roller (8-10 tons) to full compaction. The rolling temperature shall
be maintained not below 90°C including supplying of all materials, their carriage,
labourers, tools and equipment etc. all complete as per direction of the Engineer-incharge. (In order to achieve the specified grading a blending of nominal maximum size of
20 mm, 12 mm crushed stone chips and stone dust is suggested and proportion will have
to be determined by the laboratory analysis).
sqm
Tk.
687.00
24.13
25 mm thick compacted pre-mixed bituminous carpeting with 12 mm down graded
stone-chips (having LAA value <= 30%, water absorption not greater than 2%, flakiness
index not greater than 35) of gradation as specified @ 0.34 cum of stone chips mixed with
23 kg heated bitumen of 60/70 penetration grade heated straight run bitumen satisfying
the requirements of ASTM/AASHTO. Bitumen content % by wt. of total is 4.5% to 5.50%
or as determined by job mix design. The bitumen and stone-chips shall be separately
heated to a temperature of 140°C – 155°C and 150°C – 170°C respectively before
mixing. The mixing shall be done at temperature between 140°C – 160°C at a separate
place away from the fire. The bitumen and stone-chips mixture shall be laid uniformly over
10 sqm of surface in proper camber, grade and super-elevation only on the prepared and
accepted base or surface in a single appropriate layer to give the specified compacted
thickness. The mixture should be rolled with appropriate steel drum roller (3-5 tons) &
pneumatic multiple tire roller (8-10 tons) to full compaction. The rolling temperature shall
be maintained not below 90°C including supplying of all materials, their carriage,
labourers, tools and equipment etc. all complete as per direction of the Engineer-incharge. (In order to achieve the specified grading a blending of nominal maximum size of
20 mm, 12 mm crushed stone chips and stone dust is suggested and proportion will have
to be determined by the laboratory analysis).
sqm
Tk.
437.00
PWD SoR 2018 for Civil Works
ROAD AND PAVEMENT WORKS
Item No.
168
Description of Item
Unit
Unit Rate
24.14
38 mm thick compacted pre-mixed dense bituminous carpeting with 20 mm down
graded stone-chips (having LAA value <= 30%, water absorption not greater than 2%,
flakiness index not greater than 35) of gradation as specified @ 0.56 cum of stone chips
mixed with 45 kg heated bitumen of 60/70 penetration grade heated straight run bitumen
satisfying the requirements of ASTM/ AASHTO. Bitumen content % by wt. of total is 4.5%
to 5.50% or as determined by job mix design. The bitumen and stone-chips shall be
separately heated to a temperature of 140°C – 155°C and 150°C – 170°C respectively
before mixing. The mixing shall be done at temperature between 140°C – 160°C at a
separate place away from the fire. The bitumen and stone-chips mixture shall be laid
uniformly over 10 sqm of surface in proper camber, grade and super-elevation only on the
prepared and accepted base or surface in a single appropriate layer to give the specified
compacted thickness. The mixture should be rolled with appropriate steel drum roller (3-5
tons) & pneumatic multiple tire roller (8-10 tons) to full compaction. The rolling temperature
shall be maintained not below 90°C including supplying of all materials, their carriage,
labourers, tools and equipment etc. all complete as per direction of the Engineer-incharge. (In order to achieve the specified grading a blending of nominal maximum size of
20 mm, 12 mm crushed stone chips and stone dust is suggested and proportion will have
to be determined by the laboratory analysis).
sqm
Tk.
731.00
24.15
25 mm thick compacted pre-mixed dense bituminous carpeting with 12 mm down
graded stone-chips (having LAA value <= 30%, water absorption not greater than 2%,
flakiness index not greater than 35) of gradation as specified, @ 0.35 cum of stonechips
mixed with 29.8 kg heated bitumen of 60/70 penetration grade heated straight run bitumen
satisfying the requirements of ASTM/AASHTO. Bitumen content % by wt. of total is 4.5%
to 5.50% or as determined by job mix design. The bitumen and stone-chips shall be
separately heated to a temperature of 140°C – 155°C and 150°C – 170°C respectively
before mixing. The mixing shall be done at temperature between 140°C – 160°C at a
separate place away from the fire. The bitumen and stone-chips mixture shall be laid
uniformly over 10 sqm of surface in proper camber, grade and super-elevation only on the
prepared and accepted base or surface in a single appropriate layer to give the specified
compacted thickness. The mixture should be rolled with appropriate steel drum roller (3-5
tons) & pneumatic multiple tire roller (8-10 tons) to full compaction. The rolling temperature
shall be maintained not below 90°C including supply of all materials, their carriage,
labourers, tools and equipments etc. all complete as per direction of the Engineer-incharge. (In order to achieve the specified grading, a blending of nominal maximum size of
20mm, 12mm crushed stone chips and stone dust is suggested and proportion will have to
be determined by the laboratory analysis).
sqm
Tk.
464.00
PWD SoR 2018 for Civil Works
ROAD AND PAVEMENT WORKS
Item No.
169
Description of Item
Unit
Unit Rate
24.16
Providing and laying pre-mixed dense bituminous carpeting with hot mix plant using
coarse aggregate, fine aggregate, filler and bituminous binder as per design Job Mix
Formula conforming Marshall Method as per specification, LAA value of aggregate should
be <=30%, water absorption not >2%, flakiness index not >35 mixed with 60/70
penetration grade straight run bitumen satisfying the requirements of ASTM/AASHTO.
including screening, cleaning of chips and preparing a uniform and quality mix in hot
mix plant and ensuring a homogenous mix, in which all particles of the mineral aggregates
are coated uniformly, carrying the hot premixed materials by means of dump/tipper truck,
spreading the mixed materials at specified laying temperature with a hydrostatic paver
finisher with sensor control to the required grade, level and alignment over the prepared
surface, tamping and finishing the mix at specified compacted thickness, maintaining
specified camber, grade, super-elevation and cross section, through rolling with
appropriate steel drum roller & pneumatic multiple tire roller (8-10 tons) to full compaction,
for break down, inter - mediate and finished rolling to achieve the desired density of at
least 98% of that of Laboratory Marshall specimen, hand packing and pinning to give an
even surface, including cost of all materials, their carriages, hire charges of hot mix plant
and all other machines, equipments for construction and quality control as per
specification, fuels, lubricants and wages of operational staff etc. all complete as per the
direction of the Engineer-in-charge. (Carpeting work by using asphalt plant is
mandatory for all divisional headquarter & capital city)
cum
Tk. 19,555.00
24.17
Providing tack coat @ 7.50 kg of bitumen (60/70 penetration grade) per 10 sqm including
heating bitumen up to 175°C to 185°C etc. all complete (cost of bitumen included) and
accepted by the Engineer-in-charge.
sqm
Tk.
71.00
24.18.1
Providing seal coat with 4 cft of Sylhet sand (FM 2.2) mixed with @ 7.32 kg of bitumen
(60/70 penetration grade) per 10 sqm of road surface including supplying and spreading of
dry sand (F.M. 0.80) @ 0.09 cum per 10 sqm, including heating bitumen upto 176°C to
190°C, and spreading, rolling at a temperature not below 90°C celsius with appropriate
steel drum roller (3 -5 ton) and pneumatic multiple tire roller (8-10 tons) to the desired
compaction etc. all complete (cost of bitumen included ) and accepted by the Engineer-incharge.
sqm
Tk.
108.00
24.18.2
Premixed bituminous seal coat with 0.12 cum of pea gravels mixed with 80 kg of
bitumen (60/70 penetration grade) per cum of pea gravels and laid over 10 sqm road
surface, spreading with proper camber, grade, surface blinding with dry sand (F.M. 1.2) @
0.09 cum per 10 sqm, rolling at a temperature not below 90°C with appropriate steel drum
roller (3-5 ton) and pneumatic multiple tire roller (8-10 tons) to the desired compaction etc.
all complete and accepted by the Engineer-in-charge.
sqm
Tk.
152.00
24.19.1
Providing prime coat @ 1.2 liter/sqm with cutback bitumen to be prepared by cutting back
60/70 penetration grade bitumen in the ratio of 100 parts by volume of bitumen to 40-60
parts by volume of kerosene depending on the porosity of surface and will be decided by
field trials, carefully cleaning of the surface of base material to be primed and spraying
cutback bitumen at a temperature from 100 degree celcius to 120 degree celcius by
appropriate hand device etc.all complete as per direction of the Engineer-in-charge.
sqm
Tk.
99.00
24.19.2
Providing prime coat @1.2 liter/sqm with cutback bitumen to be prepared by cutting back
60/70 penetration grade bitumen in the ratio of 100 parts by volume of bitumen to 40-60
parts by volume of kerosene depending on the porosity of surface and will be decided by
field trials, carefully cleaning of the surface of base material to be primed and spraying
cutback bitumen at a temperature from 100°C to 120°C by mechanical distributor etc.
all complete as per direction of the Engineer-in-charge.
sqm
Tk.
101.00
PWD SoR 2018 for Civil Works
ROAD AND PAVEMENT WORKS
Item No.
170
Description of Item
Unit
24.20
Providing painting at the top of the road surface as road marking in two coats with
approved best quality and colour of synthetic paint from authorized local agent of the
manufacturer in a sealed container having high water resistance, high bondability &
flexibility, using specific brand thinner applied by brass/ roller or others over a coat of
priming, providing elapsing time for drying including surface cleaning from dust, oil or dirt,
smoothening, finishing necessary tools etc. all complete & approved and accepted by the
Engineer-in-charge.
sqm
Tk.
287.00
24.21
Providing expansion joints across the R.C.C. road pavement with 20 mm gap between
the adjacent panels. Supplying dowel bars of size 12 mm dia and 600 mm long M.S rod
placed @ 750 mm c/c. 300 mm of the bar being fixed within one slab keeping remaining
portion the bar free within the adjacent slab being inserted in 20 mm dia and 300 mm long
P.V.C. pipe embedded in the slab, inside of pipe fully greased, filling the gap between the
slabs (with admixture) of hot bitumen and coarse sand (F.M. 2.2) in proportion of 2:1,
finishing the top with bitumen, spreading coarse sand over the joint, all complete as per
plan, drawing and accepted by the Engineer-in-charge.
meter
Tk.
390.00
………………….. END OF DIVISION TWENTY FOUR …………………..
Unit Rate
PWD SoR 2018 for Civil Works
ARBORICULTURE WORKS
171
DIVISION 25 : ARBORICULTURE WORKS
Item No.
Description of Item
Unit
Unit Rate
25.1
Labour charge for scraping lawn surface up to 38 mm depth by spade, picking up all
sorts of brick bats, rubbish by suitable tools, removing the same by head load or by any
other means and stacking the same to a safe distance beyond 300 m including supply of
tools and plants etc. all complete and accepted by the Engineer-in-charge.
sqm
Tk.
9.00
25.2
Preparation of ground to make ready for plantation by spading the ground to a depth of
150 mm to 230 mm beyond 38 mm deep scrapped ground by spade, breaking earth clods
to powder by hammers, picking up all sorts of rubbish, unwanted grasses by suitable tools,
carrying and spreading the surplus earth into low lying area including supply of tools and
plants etc. all complete and accepted by the Engineer-in-charge.
sqm
Tk.
20.00
25.3
Leveling and dressing of lawn area to proper slope and grade by spading the same up
to 150 mm including supplying tools and plants etc. all complete and accepted by the
Engineer-in-charge.
sqm
Tk.
6.00
25.4
Supply of best and approved quality alluvial loamy silty soil including loading, unloading
at both ends, properly stacking at site including supply of tools and plants etc. all complete
and accepted by the Engineer-in-charge.
cum
Tk.
843.00
25.5
Supply well decomposed cow dung carried by trucks or any other means including
loading, unloading at both ends, stacking the same at site including supply of tools and
plants etc. all complete and accepted by the Engineer-in-charge
cum
Tk.
1,507.00
25.6
Labour charge for spreading the alluvial loamy silty soil from the stacks at site on the
lawn surface, leveling, dressing the same including supply all necessary tools and plants
etc. all complete and accepted by the Engineer-in-charge.
cum
Tk.
152.00
25.7
Extra rate for lifting alluvial loamy silty soil/ decomposed cow dung work in additional
floor:
25.7.1
Add for each additional floor up to 5th floor
cum
Tk.
89.00
25.7.2
Add for each additional floor from 6th floor to 9th floor
cum
Tk.
109.00
25.7.3
Add for each additional floor for 10th floor & above
cum
Tk.
136.00
25.8
Supply of lawn grass of approved quality by truck or by any other means, sorting the
grass to proper size, washing the grass, dibbling the grass 6 mm to 50 mm apart, irrigation
of lawn area till the grass grown at least for two months after plantation, weeding the
undesirable grass, mowing the lawn grass by lawn mower up to two months after
plantation, applying urea fertilizer on the lawn surface @ 1 kg per 9.29 sqm including
supply of tools and plants etc. all complete and accepted by the Engineer-in-charge.
sqm
Tk.
54.00
25.9
Labour charge for mixing well decomposed cow dung with alluvial loamy silty soil
and excavated earth, removing the excess earth to safe distance including supply of tools
and plants etc. all complete and accepted by the Engineer-in-charge.
cum
Tk.
141.00
25.10
Supplying and providing, fitting & fixing bamboo jafry fencing by best quality muli
bamboo split 20 mm in width, having 75 mm x 75 mm mesh placed horizontally and
diagonally doing 25 mm framing a square shape in both ways and both sides tightened
with G.I wire fitted with Borrak bamboo post of 100 mm dia and placed firmly in position at
1800 mm apart including supply of tools and plants, digging hole and filling back etc. all
complete and accepted by the Engineer-in-charge.
sqm
Tk.
505.00
PWD SoR 2018 for Civil Works
ARBORICULTURE WORKS
Item No.
172
Description of Item
Unit
25.11
Supplying and providing, fitting & fixing muli bamboo tree guard of 1200 mm length and
500 mm dia fixing with best quality muli bamboo split 20 mm in size having 75 mm x 75
mm a square holes with 20 mm wide bamboo splits strengthen with 4 Nos. 20 mm wide
bamboo split in both sides tightened with G.I wire fitted with 3 Nos. 63 mm dia borrak
bamboo post of 1800 mm long of which 600 mm will be driven into earth by digging hole
followed by fill back including supply of tools and plants all complete as per direction of the
Engineer-in-charge.
each
Tk.
647.00
25.12
Earth work in excavation to make a pit of 600 x 600 x 450 mm (depth) for plantation,
applying cow dung mixing with loamy silty soil and excavated earth, planting the plants,
tightened with 1800 mm long borrak bamboo post with jute rope including supply of tools
and plants all complete and accepted by the Engineer-in-charge.
each
Tk.
137.00
25.13
Spading for preparation of flower beds in pits up to 600 mm depth, re-molding, picking
up and placing and removing the spaded earth to a safe distance, mixing @ 1 cft well
decomposed cow dung with 20% loamy silty soil and 6 cft excavated soil and fill back the
pit including supply of tools and plants, all complete and accepted by the Engineer-incharge.
sqm
Tk.
465.00
25.14
Preparation of hedge beds by excavation of earth up to 300 mm depth, filling up the bed
by a mixture of cow dung, loamy silty soil, cutted earth @ 1 cft cow dung manure per 6 cft
of cutted earth and 20% loamy silty soil including supply of tools and plant etc. all
complete and accepted by the Engineer-in-charge.
sqm
Tk.
234.00
25.15
Carrying of rubbish, taking up all sorts of bricks, brick-bats and rubbish gravel chips,
loading and unloading at both ends including supply of tools and plants etc. all complete
and accepted by the Engineer-in-charge.
cum
Tk.
146.00
25.16
Supply and carrying of 12.20 m long 100 mm dia borrak bamboo at site, loading and
unloading at both end, stacking the same at site including supply of tools and plants etc.
all complete and accepted by the Engineer-in-charge.
each
Tk.
476.00
25.17
Supply and carrying of 7.62 m long 50 mm to 62.5 mm dia muli bamboo at site, loading
and unloading at both end, stacking the same at site including supply of tools and plants
etc. all complete and accepted by the Engineer-in-charge.
each
Tk.
261.00
25.18
Supply and carrying of 4.5 h.p. 550 mm blade 4 stroke, finger trip 3 position height
adjuster 200 mm x 38 mm star tread wheels grass cutting (power lawn mower machine):
YARDMAN No. 060A
each
Tk. 54,335.00
25.19
Supply and carrying of 6.5 h.p. 550 mm blade 4 stroke, finger trip 3 position height
adjuster 200 mm x 38 mm star tread wheels grass cutting (power lawn mower machine):
YARDMAN No. 060A
each
Tk. 72,447.00
25.20
Supply and carrying of 22 h.p. 1150 mm cutting blade power riding lawn YARDMAN
mower machine made in USA. Model No.13 BT 793G678 or equivalent.
each
Tk. 543,351.00
25.21
Supply and carrying of 450 mm blade hand lawn mower, Model No.1403-106(USA)
each
Tk. 15,093.00
………………….. END OF DIVISION TWENTY FIVE …………………..
Unit Rate
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
173
DIVISION 26 : SANITARY & WATER SUPPLY WORKS
Item No.
Description of Item
Unit
Unit Rate
26.1
Supplying, fitting and fixing of European type glazed porcelain commode "S" type 465
mm x 340 mm x 415 mm in size, approximately 14 kg by weight, plastic seat cover and
preparing the base with cement concrete and with wire mesh or rods, if necessary, in all
floors including making holes wherever required and mending good the damages, fitting,
fixing, finishing etc. complete with all necessary fittings and connections approved and
accepted by the Engineer- in- charge.
26.1.1
White
each
Tk.
3,158.00
26.1.2
Coloured
each
Tk.
3,255.00
26.1.3
Special colour
each
Tk.
3,424.00
26.2
Supplying, fitting and fixing of European type glazed porcelain low-down, capacity 10
liter, 490 mm x 190 mm x 350 mm in size, approximately 14 kg of weight, on walls by
screws and F.I. bar clamps, rowel plugs, making holes wherever required and mending
good the damages and fitting, fixing & finishing etc. complete with all necessary fittings
and connections approved and accepted by the Engineer- in- charge.
26.2.1
White
each
Tk.
2,228.00
26.2.2
Coloured
each
Tk.
2,409.00
26.2.3
Special colour
each
Tk.
2,650.00
26.3
Supplying, fitting and fixing of European type glazed porcelain combi closet, including
plastic seat cover, cistern system, preparing the base with cement concrete and with
wire mesh or rods if necessary, in all floors including making holes wherever required and
mending good the damages and fitting, fixing, finishing etc. complete with all necessary
fittings and connections approved and accepted by the Engineer- in- charge.
26.3.1
670 mm x 365 mm x 755 mm, 31.0 kg
26.3.1.1
Light Colored (Ivory/ Alpine White/ Grey/ Pink/ Blue/ Aqua Verde)
each
Tk.
8,320.00
26.3.1.2
Coloured (Marble Shaded)
each
Tk. 10,505.00
26.3.1.3
Special coloured (Deep Blue/ Ruby/ Rain Forest/ Green)
each
Tk. 11,966.00
26.3.2
700 mm x 370 mm x 795 mm, 32.5kg
26.3.2.1
Light Colored (Ivory/ Alpine White/ Grey/ Pink/ Blue/ Aqua Verde)
each
Tk.
26.3.2.2
Coloured (Marble Shaded)
each
Tk. 12,220.00
26.3.2.3
Special coloured (Deep Blue/ Ruby/ Rain Forest/ Green)
each
Tk. 13,941.00
26.3.3
700 mm x 360 mm x 785 mm, 38 kg
26.3.3.1
Light Colored (Ivory/ Alpine White/ Grey/ Pink/ Blue/ Aqua Verde)
each
Tk. 13,041.00
26.3.3.2
Coloured (Marble Shaded)
each
Tk. 17,853.00
9,636.00
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
Item No.
Description of Item
174
Unit
Unit Rate
26.3.3.3
Special coloured (Deep Blue/ Ruby/ Rain Forest/ Green)
each
Tk. 19,048.00
26.3.4
Supplying, fitting and fixing of European type glazed porcelain combi closet of white
or ivory color and size of approx. 340 mm x 730 mm x 785 mm, 36.75 kg of weight
including plastic seat cover with soft closing, cistern system, water consumption 6 litter,
siphon jet flushing system, mending good the damages and fitting, fixing, finishing etc.
complete with all necessary fittings and connection approved and accepted by the
Engineer- in- charge.
each
Tk. 15,305.00
26.4
Supplying, fitting and fixing of European type glazed combi closet, 725 mm x 360 mm x
840 mm size, 42.7 kg of weight, including plastic seat cover, cistern system, preparing the
base with cement concrete and with wire mesh or rods if necessary, in all floors including
making holes wherever required and mending good the damages and fitting, fixing,
finishing complete with all necessary fittings and connections approved and accepted by
the Engineer- in- charge
26.4.1
725 mm x 360 mm x 840 mm size, 42.7 kg
26.4.1.1
Light Colored (Ivory/ Alpine White/ Grey/ Pink/ Blue/ Aqua Verde)
each
Tk. 16,289.00
26.4.1.2
Coloured (Marble Shaded)
each
Tk. 20,865.00
26.4.1.3
Special coloured (Deep Blue/ Ruby/ Rain Forest/ Green)
each
Tk. 23,908.00
26.4.2
Supplying, fitting and fixing of European type glazed combi closet, of white color ,
370 mm x 760 mm x 800 mm size, 44.69 kg of weight, including plastic seat cover with
soft closing ,cistern system, water consumption 6 litter, siphon wash down dual flashing
system which reduce water consumption, hygienic glaze in toilet bowl ,glaze in inner
waste line, round bowl, outlet range 305 mm , preparing the base with cement concrete
and with wire mesh or rods if necessary, in all floors including making holes wherever
required and mending good the damages and fitting, fixing, finishing, complete with all
necessary fittings and connection approved and accepted by the Engineer Engineer- incharge.
each
Tk. 17,919.00
26.5
Supplying, fitting and fixing of Bangladesh pattern, long pan with foot-rest, made of
vitreous China clay and preparing the base of pan with cement mortar (1:4) and with wire
mesh or rods, if necessary in all floors including making holes wherever required and
mending good the damages and fitting, fixing, finishing etc. complete with all necessary
fittings and connections approved and accepted by the Engineer- in- charge.
26.5.1
530 mm x 430 mm x 210 mm size & 12.5 kg of weight
26.5.1.1
White
each
Tk.
1,737.00
26.5.1.2
Coloured
each
Tk.
2,058.00
26.5.1.3
Special coloured
each
Tk.
2,272.00
26.5.2
530 mm x 450 mm x 290 mm size & 14.5 kg of weight
26.5.2.1
White
each
Tk.
2,254.00
26.5.2.2
Coloured
each
Tk.
2,650.00
26.5.2.3
Special coloured
each
Tk.
3,047.00
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
175
Description of Item
Unit
26.6
Supplying, fitting and fixing of Bangladesh pattern long pan, made of vitreous China
light color 525 mm x 295 mm x 285 mm size, 5.7kg of weight and preparing the base of
pan with cement concrete and with wire mesh or rods if necessary in all floors including
making holes wherever required and mending good the damages and fitting, fixing,
finishing etc. complete with all necessary fittings and connections approved and accepted
by the Engineer- in- charge.
each
Tk.
1,330.00
26.7
Supplying, fitting and fixing plastic low-down including all fittings and accessories
each
Tk.
1,920.00
26.8
Supplying of 280 mm x 140 mm x 30 mm size glazed porcelain foot rest, 1.5 kg of weight
including fitting, fixing in position with cement mortar (1:4) if necessary in all floors
including making holes wherever required and mending good the damages and fitting,
fixing, finishing etc. complete with all necessary fittings and connection approved and
accepted by the Engineer- in- charge.
each
Tk.
328.00
26.9
Supplying, fitting and fixing of white glazed vitreous W/H wash basin excluding
pedestal, fitting, fixing the same in position with heavy type C.I. Brackets. 30 mm dia PVC
waste water pipe with brass coupling (not exceeding 750 mm in length), basin waste with
chain plug including making holes in walls and floors and fitting with wall, screws and
mending good the damages, finishing etc. all complete approved and accepted by the
Engineer-in-charge.
26.9.1
600 mm x 465 mm x 225 mm in size ,14kg of weight
26.9.1.1
White
each
Tk.
2,687.00
26.9.1.2
Coloured
each
Tk.
2,929.00
26.9.1.3
Special coloured
each
Tk.
3,050.00
29.9.2
595 mm x 430 mm x190 mm, 10kg of weight
26.9.2.1
White
each
Tk.
2,308.00
26.9.2.2
Coloured
each
Tk.
2,551.00
26.9.2.3
Special coloured
each
Tk.
2,832.00
26.9.3
510 mm x 450 mm x 203 mm, 9.5kg of weight
26.9.3.1
White
each
Tk.
2,273.00
26.9.3.2
Coloured
each
Tk.
2,330.00
26.9.3.3
Special coloured
each
Tk.
2,457.00
26.9.4
450 mm x 405 mm x180 mm, 7kg of weight
26.9.4.1
White
each
Tk.
1,945.00
26.9.4.2
Coloured
each
Tk.
1,985.00
26.9.4.3
Special coloured
each
Tk.
2,027.00
26.9.5
465 mm x 340 mm x180 mm, 6kg of weight
Item No.
Unit Rate
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
Item No.
Description of Item
Unit
176
Unit Rate
26.9.5.1
White
each
Tk.
1,871.00
26.9.5.2
Coloured
each
Tk.
1,909.00
26.9.5.3
Special coloured
each
Tk.
1,945.00
26.9.6
535 mm x 465 mm x 210 mm, 10.5kg of weight
each
26.9.6.1
White
each
Tk.
2,308.00
26.9.6.2
Coloured
each
Tk.
2,366.00
26.9.6.3
Special coloured
each
Tk.
2,427.00
26.9.7
White or Ivory Color, 560 mm x 410 mm x 205 mm in size, 7.90kg of weight
each
Tk.
4,945.00
29.9.8
Cabinet Basin 500 mm x 450 mm x180 mm, 9 kg of weight
26.9.8.1
Light Colored (Ivory/ Alpine White/ Grey/ Pink/ Blue/ Aqua Verde)
each
Tk.
4,297.00
26.9.8.2
Coloured (Marble Shaded)
each
Tk.
5,243.00
26.9.8.3
Special coloured (Deep Blue/ Ruby/ Rain Forest/ Green)
each
Tk.
5,874.00
26.9.9
Corner Basin 440 mm x 360 mm x 195 mm, 7.0kg of weight
26.9.9.1
Light Colored (Ivory/ Alpine White/ Grey/ Pink/ Blue/ Aqua Verde)
each
Tk.
2,093.00
26.9.9.2
Coloured (Marble Shaded)
each
Tk.
2,379.00
26.9.9.3
Special coloured (Deep Blue/ Ruby/ Rain Forest/ Green)
each
Tk.
2,569.00
26.10
Supplying of glazed vitreous W/H wash basin including pedastal of size 660 mm x 545
mm x 850 mm, 29kg of weight including fitting, fixing the same in position with heavy type
C.I. brackets, 30 mm dia PVC waste water pipe with brass coupling (not exceeding 750
mm in length), 12mm plastic lead (connection) pipe with brass coupling, basin waste with
chain plug including making holes in walls and floors and fitting with wooden blocks,
screws and mending good the damages, finishing etc. all complete approved and
accepted by the Engineer- in- charge.
26.10.1
660 x 545 x 850 mm in size , 29 kg of weight
26.10.1.1
Light Colored (Ivory/ Alpine White/ Grey/ Pink/ Blue/ Aqua Verde)
each
Tk.
5,120.00
26.10.1.2
Coloured ( Marble Shaded)
each
Tk.
6,310.00
26.10.1.3
Special coloured (Deep Colour)
each
Tk.
7,107.00
26.10.2
Supplying of glazed vitreous W/H wash basin including pedastal of approx. size 600
mm x 500 mm x 855 mm, 26.92 kg of weight including fitting, fixing the same in position
with heavy type C.I. brackets, 30 mm dia PVC waste water pipe with brass coupling (not
exceeding 750 mm in length) used hygienic glaze, 12mm plastic lead (connection) pipe
with brass coupling, basin waste with chain plug including making holes in walls and
floors and fitting with wooden blocks, screws and mending good the damages, finishing
etc. all complete approved and accepted by the Engineer- in- charge.
each
Tk.
6,756.00
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
Item No.
Description of Item
Unit
177
Unit Rate
26.11
Supplying of white glazed vitreous W/H wash basin including pedastal and fitting,
fixing the same in position with heavy type C.I. brackets, 32 mm dia PVC waste water
pipe with brass coupling (not exceeding 750 mm in length), 32 mm dia C.P. basin waste
with chain plug, bracket including making holes in walls and floors and fitting with wooden
blocks, screws and mending good the damages with cement mortar (1:4), etc. all
complete approved and accepted by the Engineer- in- charge.
26.11.1
665 mm x 490 mm x 840 mm in size, 29.5 kg of weight
26.11.1.1
Light Colored (Ivory/ Alpine White/ Grey/ Pink/ Blue/ Aqua Verde)
each
Tk.
6,889.00
26.11.1.2
Coloured (Marble Shade)
each
Tk.
8,610.00
26.11.1.3
Special coloured (Deep Blue/ Ruby/ Rain Forest/ Green)
each
Tk.
9,757.00
26.12
Supplying, fitting and fixing basin pedestal, with rowel plug and screws etc. all complete
approved and accepted by the Engineer- in- charge.
26.12.1
670 mm x 186 mm x 170 mm size
26.12.1.1
Light Colored (Ivory/ Alpine White/ Grey/ Pink/ Blue/ Aqua Verde)
each
Tk.
1,846.00
26.12.1.2
Coloured (Marble Shaded)
each
Tk.
2,335.00
26.12.1.3
Special coloured (Deep Blue/ Ruby/ Rain Forest/ Green)
each
Tk.
2,661.00
26.12.2
670 mm x 186 mm x 170 mm size
26.12.2.1
Light Colored (Ivory/ Alpine White/ Grey/ Pink/ Blue/ Aqua Verde)
each
Tk.
2,443.00
26.12.2.2
Coloured (Marble Shaded)
each
Tk.
3,110.00
26.12.2.3
Special coloured (Deep Blue/ Ruby/ Rain Forest/ Green)
each
Tk.
3,554.00
26.12.3
670 mm x186 mm x 170 mm size
26.12.3.1
Light Colored (Ivory/ Alpine White/ Grey/ Pink/ Blue/ Aqua Verde)
each
Tk.
2,612.00
26.12.3.2
Coloured (Marble Shaded)
each
Tk.
3,330.00
26.12.3.3
Special coloured (Deep Blue/ Ruby/ Rain Forest/ Green)
each
Tk.
3,808.00
26.13
Supplying, fitting and fixing of glazed vitreous standing bowl urinal , fitting, fixing the
same in position after making holes in walls and floors, providing 32 mm dia plastic waste
pipe with brass coupling up to grading below, 12 mm dia plastic connection pipe with
brass coupling, 12 mm dia brass stop cock including mending good the damages with
cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.
26.13.1
445 mm x 355 mm x 330 mm size, 11.5kg of weight
26.13.1.1
Light Colored
each
Tk.
2,278.00
26.13.1.2
Coloured
each
Tk.
2,683.00
26.13.1.3
Special coloured (Deep Colour)
each
Tk.
2,949.00
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
Item No.
Description of Item
Unit
178
Unit Rate
26.13.2
445 mm x 355 mm x 330 mm, 10kg of weight (partition Type)
26.13.2.1
Light Colored
each
Tk.
2,924.00
26.13.2.2
Coloured (Marble Shaded)
each
Tk.
3,554.00
26.13.2.3
Special coloured (Deep Colour)
each
Tk.
3,957.00
26.14
Supplying, fitting and fixing of glazed vitreous china flat or squatting urinal 510 mm x
380 mm x 85 mm in size, approx. 9.5 kg of weight with flushing inlet fitted in cement
mortar (1:4) with painted cast iron body: one gallon capacity, automatic flushing cistern in
each group etc. including 12 mm brass controlling valve, 32 mm dia PVC flush pipe with
brass coupling, 12 mm dia plastic lead (connection) pipe including mending good the
damages with 1:4 cement mortar etc. all complete approved and accepted by the
Engineer- in- charge.
26.14.1
White
each
Tk.
1,700.00
26.14.2
Coloured
each
Tk.
1,760.00
26.14.3
Special coloured
each
Tk.
1,881.00
26.15
Supplying, fitting and fixing of porcelain sink, 635 mm x 480 mm x195 mm size, 19.5 kg
of weight fitted and fixed with heavy type C.I. brackets, 12 mm dia C.P. bib cock, 40 mm
dia C.P. chain plug. 40 mm dia. C.P. waste, 40 mm dia PVC waste pipe with brass
coupling (750 mm length) including making holes in walls and floors and mending good
the damages with cement mortar (1:4) etc. all complete approved and accepted by the
Engineer- in- charge.
26.15.1
White
each
Tk.
2,936.00
26.15.2
Colored
each
Tk.
3,299.00
26.16
Supplying, fitting and fixing of single bowl stainless steel sink with sink tray (size 450
mm x 1050 mm) with heavy type CI steel brackets, 12 mm dia C.P. bib-cock, 40 mm dia
C.P. chain plug, 40 mm dia C.P. waste, 40 mm dia PVC waste pipe with brass coupling
(750 mm length) including making hole in walls and floors and mending good the
damages, finishing with 1:4 cement mortar etc. all complete approved and accepted by
the Engineer-in-charge. (Malaysia / Singapore / Thailand made or equivalent).
each
Tk.
4,144.00
26.17
Supplying, fitting and fixing of double bowl stainless steel sink with sink tray with
heavy type CI or steel brackets, 12 mm dia C.P. chain plug, 40 mm dia C.P. waste, 40
mm dia PVC waste pipe with brass coupling (750 mm length) including making hole in
walls and floors and mending good the damages, finishing etc. all complete approved and
accepted by the Engineer-in-charge. (Malaysia / Singapore / Thailand made or
equivalent).
each
Tk.
7,390.00
26.18
Supplying, fitting and fixing of 450 mm x 600 mm size and 5 mm thick unframed super
quality mirror with hard boards at the back with all necessary fitting including making
holes in walls and mending good the damages with cement mortar (1:4) etc. all complete
approved and accepted by the Engineer-in-charge. (Made in Japan or equivalent).
each
Tk.
886.00
26.19
Supplying, fitting and fixing of 450 mm x 350 mm size and 5 mm thick unframed super
quality mirror with hard boards at the back with all necessary fitting including making
holes in walls and mending good the damages with cement mortar (1:4) etc. all complete
approved and accepted by the Engineer-in-charge (Made in Japan or equivalent).
each
Tk.
675.00
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
179
Description of Item
Unit
26.20
Supplying, fitting and fixing of super quality 600 mm x 125 mm coloured glass shelf
having 5 mm thickness with fancy C.P. brackets, screws and frames including making
holes in walls and mending good the damages with cement mortar (1:4) etc. all complete
approved and accepted by the Engineer- in- charge.
each
Tk.
1,412.00
26.21
Supplying, fitting and fixing of super quality 600 x 125 mm white glass shelf having 5
mm thickness with fancy C.P. brackets, screws and frames including making holes in
walls and mending good the damages with cement mortar (1:4) etc. all complete
approved and accepted by the Engineer- in- charge.
each
Tk.
989.00
26.22
Supplying, fitting and fixing of super quality C.P. towel rail of 600 mm long and 20 mm in
dia with C.P. holder including making drills in walls and mending good the damages with
cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.
each
Tk.
711.00
26.23
Supplying, fitting and fixing of medium quality C.P. towel rail of 600 mm long and 20 mm
in dia with C.P. holder including making drills in walls and mending good the damages
with cement mortar (1:4) etc. all complete approved and accepted by the Engineer- incharge.
each
Tk.
627.00
26.24
Supplying, fitting and fixing of standard porcelain toilet paper holder of 150 mm x 150
mm x 126 mm size including making drills in walls and mending good the damages with
cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.
26.24.1
Light Colored
each
Tk.
353.00
26.24.2
Colored
each
Tk.
444.00
26.25
Supplying, fitting and fixing of special toilet paper holder with cover of size (150 mm x
150 mm x 126 mm) including making drills in walls and mending good the damages with
cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.
26.25.1
white (porcelain)
each
Tk.
438.00
26.25.2
colored (porcelain)
each
Tk.
558.00
26.25.3
Standard size stainless steel bracket and holder rod with cover.
each
Tk.
592.00
26.25.4
Standard size, C.P iron bracket with plastic holder rod.
each
Tk.
405.00
26.26
Supplying, fitting and fixing of standard size soap tray including making holes in walls
and mending good the damages with cement mortar (1:4) etc. all complete approved and
accepted by the Engineer- in- charge.
26.26.1
C.P. soap tray
each
Tk.
242.00
26.26.2
Porcelain soap tray (white)
each
Tk.
363.00
26.26.3
Porcelain soap tray (coloured)
each
Tk.
417.00
26.26.4
Stainless steel soap tray
each
Tk.
363.00
Item No.
Unit Rate
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
Item No.
Description of Item
Unit
180
Unit Rate
26.27
Supplying, fitting and fixing of Automatic liquid soap dispenser to hold and dispense up
to min 600 ml of liquid and lotion soaps, synthetic detergents and antibacterial soaps.
Dispenser shall be powered by batteries and shall operate automatically from IR sensor
that shall activate soap dispensing when hands are placed in sensor zone. Sensor
detection range shall be adjustable by owner. Dispenser shall pump a drop volume of 0.8
ml to 1.0 ml of soap during each activation. A tamper resistant soap level-viewing window
shall be provided. Unit shall have a swing open body secured with side-mounted lock that
is opened with special key provided, all complete and accepted by the Engineer- incharge.
26.27.1
Surface mounted automatic liquid soap dispenser
each
Tk.
7,097.00
26.27.2
Wall-mounted automatic liquid soap dispenser
each
Tk.
7,700.00
26.27.3
Supplying, fitting and fixing of Liquid soap dispenser (push-up type) to dispense 16 oz
(.47 liters) of soap, detergent or lotion. Unit shall be fabricated of tamper resistant, chrome
plated plastic, a translucent white polyethylene soap container, and a corrosion resistant
dispensing valve which can provide no more than 5 lbs (22.2 Newtons) pressure and unit
can be reloaded by unscrewing base from bracket collar, inverting unit, and unscrewing
soap container in which soap will continue to feed properly until empty with a continuously
visible soap level etc. all complete approved and accepted by the Engineer- in- charge.
each
Tk.
1,060.00
26.28
Supplying, fitting and fixing of Stainless steel floor grating of following type
26.28.1
Supplying, fitting and fixing of 125 mm dia stainless steel floor grating in traps or in
drains including making holes in walls/floors and mending good the damages with cement
mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.
each
Tk.
257.00
26.28.2
Supplying, fitting and fixing of 150 mm X 150 mm stainless steel floor grating in traps
or in drains including making holes in walls/floors and mending good the damages with
cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.
each
Tk.
1,023.00
26.28.3
Supplying, fitting and fixing of 75 mm X 75 mm stainless steel floor grating in traps or
in drains including making holes in walls/floors and mending good the damages with
cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.
each
Tk.
365.00
26.28.4
Supplying, fitting and fixing of 62 mm dia stainless steel floor grating in traps or in
drains including making holes in walls/floors and mending good the damages with cement
mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.
each
Tk.
167.00
26.29
Supplying, fitting and fixing of plastic grating with hinged cover size 150 x 150 mm in
traps or in drains including making holes in walls/floors and mending good the damages
with cement mortar (1:4) etc. all complete approved and accepted by the Engineer- incharge.
each
Tk.
220.00
RAIN WATER DOWN, SOIL WASTE AND VENTILATION PIPES
26.30
Supplying, fitting and fixing of 125 mm dia convex cast iron grating on rain water down
pipe (roof top) mending good the damages with cement morter (1:4) etc., all complete
approved and accepted by the Engineer- in- charge.
each
Tk.
531.00
26.31
Supplying, fitting and fixing of 100 mm inside diameter & wall thickness 2.7 mm - 3.4 mm
best quality uPVC rain water down pipe fitting, fixed in position with head and shoes,
bends, minimum20 mm width F.I. Bar clamp and nails, and including all accessories such
as round grating/domed roof grating, bands, sockets approved and accepted by the
Engineer- in- charge.
meter
Tk.
701.00
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
Item No.
Description of Item
Unit
181
Unit Rate
26.32
Supplying, laying, fitting and fixing of best quality HDPE soil, waste and ventilation pipe
having PE-100 (Hydrostatic Strength for PE-100 is 5.0 MPa & 12.4 Mpa at 80°c & 20°c
respectively according to ISO 4427:2007(E)), PN-6 (nominal pressure for PN-6 is 0.6 MPa
according to ISO 4427:2007(E) ) & SDR 26 for soil, waste and ventilation pressure pipe
having density 0.940 – 0.970 gm/cm3 and other physical, chemical, thermal, fire resistivity
properties etc. as per BSTI approved manufacturer standards or ASTM/BS/ISO/IS
standards ,fitted and fixed in position with necessary joints and fittings with all accesories
complete approved and accepted by the Engineer- in- charge.
26.32.1
For underground including earth cutting & preperation of bed
26.32.1.1
HDPE pipe of 110 mm outside dia with wall thickness 4.2 mm - 4.8 mm
meter
Tk.
1,102.00
26.32.1.2
HDPE pipe of 160 mm outside dia with wall thickness 6.2 mm - 7.0 mm
meter
Tk.
1,755.00
26.32.1.3
HDPE pipe of 200 mm outside dia with wall thickness 7.7 mm - 8.6 mm
meter
Tk.
2,917.00
26.32.1.4
HDPE pipe of 250 mm outside dia with wall thickness 9.6 mm -10.7 mm
meter
Tk.
4,822.00
26.32.1.5
HDPE pipe of 280 mm outside dia with wall thickness 10.7 mm -11.9 mm
meter
Tk.
5,837.00
26.32.1.6
HDPE pipe of 315 mm outside dia with wall thickness 12.1 mm -13.5 mm
meter
Tk.
7,241.00
26.32.1.7
HDPE pipe of 400 mm outside dia with wall thickness 15.3 mm -17.0 mm
meter
Tk. 11,452.00
26.32.1.8
HDPE pipe of 630 mm outside dia with wall thickness 24.2 mm - 26.7 mm
meter
Tk. 26,598.00
26.32.1.9
HDPE pipe of 710 mm outside dia with wall thickness 27.2 mm - 30.1 mm
meter
Tk. 35,415.00
26.32.1.10
HDPE pipe of 900 mm outside dia with wall thickness 34.4 mm - 38.3 mm
meter
Tk. 56,811.00
26.32.2
For in house system
26.32.2.1
HDPE pipe 110 mm outside dia with wall thickness 4.2 mm - 4.8 mm
meter
Tk.
1,530.00
26.32.2.2
HDPE pipe 160 mm outside dia with wall thickness 6.2 mm -7.0 mm
meter
Tk.
2,500.00
26.32.2.3
HDPE pipe 200 mm outside dia with wall thickness 7.7 mm -8.6 mm
meter
Tk.
3,888.00
26.32.2.4
HDPE pipe 250 mm outside dia with wall thickness 9.6 mm -10.7 mm
meter
Tk.
6,667.00
26.33
Supplying 50 mm inside dia best quality uPVC waste and ventilation pipe having
specific gravity 1.35 - 1.45, wall thickness 2.5 mm - 3.0 mm, and other physical, chemical,
themal, fire resistivity properties etc. as per BSTI approved manufacturer standards or
ASTM, BS/ISO/IS standards fitting and fixing in position with sockets, bends, of uPVC
Pipe with all accessories such as Round grating /domed roof grating bands, sockets etc.
approved and accepted by the Engineer- in- charge.
meter
Tk.
407.00
26.34
Supplying 100 mm inside dia best quality uPVC soil, waste and ventilation pipe
having specific gravity 1.35-1.45, wall thickness 3.4- 4.0 mm, and other physical,
chemical, themal, fire resistivity properties etc. as per BSTI approved manufacturer
standards or ASTM, BS/ISO/IS standards fitting and fixing in position with sockets, bends,
with all accessories such as round grating/domed roof grating bands, sockets etc.
approved and accepted by the Engineer- in- charge.
meter
Tk.
617.00
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
182
Description of Item
Unit
26.35
Supplying 150 mm inside dia best quality uPVC soil, waste and ventilation pipe
having specific gravity 1.35 - 1.45, wall thickness 4.5 mm - 5.2 mm, and other physical,
chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer
standards or ASTM, BS/ISO/IS standards fitting and fixing in position with sockets, bends,
with all accessories such as Round grating/domed roof grating bands, sockets etc.
approved and accepted by the Engineer- in- charge.
meter
Tk.
1,075.00
26.36
Supplying, fitting and fixing of G.I. pipe with all special fittings, such as bends, elbows,
sockets, reducing sockets, Tee, unions, jam-nuts etc. including cutting trenches where
necessary and fitting the same with earth duly rammed and fixing in walls with holder bats
and making hole in floors, walls and consequent mending good the damages etc. all
complete in all respects approved and accepted by the Engineer- in- charge.
26.36.1
12.5 mm dia G.I. pipe with wall thickness 2.65 mm, outside diameter min 17.8 mm,
weight 1.31 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.
meter
Tk.
259.00
26.36.2
20 mm dia G.I. pipe with wall thickness 2.65 mm, outside diameter min 25.3 mm, weight
1.7 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.
meter
Tk.
336.00
26.36.3
25 mm dia G.I. pipe with wall thickness 3.35 mm, outside diameter min 31.7 mm, weight
2.59 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.
meter
Tk.
424.00
26.36.4
32 mm dia G.I. pipe with wall thickness 3.25 mm, outside diameter min 38.5 mm, weight
3.33 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.
meter
Tk.
529.00
26.36.5
40 mm dia G.I. pipe with wall thickness 3.25 mm, outside diameter min 46.5 mm, weight
3.83 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.
meter
Tk.
669.00
26.36.6
50 mm dia G.I. pipe with wall thickness 3.65 mm, outside diameter min 57.3 mm, weight
5.38 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.
meter
Tk.
860.00
26.36.7
62-65 mm dia G.I. pipe with wall thickness 3.25 mm, outside diameter min 71.5 mm,
weight 6.15 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.
meter
Tk.
1,340.00
26.36.8
75 -80 mm dia G.I. pipe with wall thickness 3.25 mm, outside diameter min 86.5 mm,
weight 7.22 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.
meter
Tk.
1,526.00
26.36.9
100 mm dia G.I. pipe with wall thickness 3.65 mm, outside diameter min 107.3 mm,
weight 10.42 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.
meter
Tk.
2,262.00
26.37
Supplying different inside dia best quality uPVC pressure pipe for water supply having
specific gravity 1.35 - 1.45, and other physical, chemical, themal, fire resistivity properties
etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitted
and fixed in position with sockets, bends, with all accessories such as Round
grating/domed roof grating, bends, sockets etc. approved and accepted by the Engineerin-charge.
26.37.1
12 mm dia wall thickness 1.7 mm - 2.8 mm
meter
Tk.
102.00
26.37.2
19 mm dia wall thickness 1.9 mm - 2.9 mm
meter
Tk.
140.00
26.37.3
25 mm dia wall thickness 2.2 mm - 3.4 mm
meter
Tk.
164.00
26.37.4
32 mm dia wall thickness 2.7 mm - 3.6 mm
meter
Tk.
180.00
26.37.5
37 mm dia wall thickness 2.5 mm - 3.1 mm
meter
Tk.
157.00
Item No.
Unit Rate
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
Item No.
Description of Item
Unit
183
Unit Rate
26.37.6
60 mm dia wall thickness 3.0 mm - 3.9 mm
meter
Tk.
360.00
26.37.7
75 mm dia wall thickness 2.9 mm - 3.5 mm
meter
Tk.
449.00
26.37.8
88 mm dia wall thickness 3.5 mm - 4.1 mm
meter
Tk.
503.00
26.37.9
114 mm dia wall thickness 4.5 mm - 5.2 mm
meter
Tk.
615.00
26.38
Supplying different inside dia best quality CPVC pressure pipe for water supply having
specific gravity 1.35 - 1.45, and other physical, chemical, thermal, fire resistivity properties
etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitting
and fixing in position with sockets, bends, with all accessories such as round
grating/domed roof grating, bends, sockets etc. approved and accepted by the Engineerin-charge (length: 6000 mm each).
26.38.1
12 mm dia wall thickness 2.8 mm - 3.3 mm
meter
Tk.
229.00
26.38.2
19 mm dia wall thickness 2.9 mm - 3.4 mm
meter
Tk.
340.00
26.38.3
25 mm dia wall thickness 3.4 mm - 4.0 mm
meter
Tk.
385.00
26.38.4
32 mm dia wall thickness 3.6 mm - 4.2 mm
meter
Tk.
586.00
26.38.5
37 mm dia wall thickness 3.7 mm - 4.3 mm
meter
Tk.
792.00
26.38.6
50 mm dia wall thickness 3.9 mm - 4.5 mm
meter
Tk.
1,374.00
26.39
Supplying, fitting and fixing of PP-R Pipe meeting the perfomance & long-tem strength
requirements as per DIN 8077 /78 or ASTM F 2983 including nipple, elbow, reducers,
Tee, end cap, plug, socket etc as per manufacturer instruction. all complete accepted by
the Engineer- in- charge.
26.39.1
12 mm dia, minimum wall thickness 2.8 mm, sustaining minimum water pressure PN 16,
standard dimension ratio (SDR) 7.4
meter
Tk.
244.00
26.39.2
19 mm dia, minimum wall thickness 3.5 mm, sustaining minimum water pressure PN 16,
standard dimension ratio (SDR) 7.4
meter
Tk.
273.00
26.39.3
25 mm dia, minimum wall thickness 4.4 mm, sustaining minimum water pressure PN 16,
standard dimension ratio (SDR) 7.4
meter
Tk.
316.00
26.39.4
32 mm dia, minimum wall thickness 5.5 mm, sustaining minimum water pressure PN 16,
standard dimension ratio (SDR) 7.4
meter
Tk.
426.00
26.39.5
38 mm dia, minimum wall thickness 6.9 mm, sustaining minimum water pressure PN 16,
standard dimension ratio (SDR) 7.4
meter
Tk.
502.00
26.39.6
50 mm dia, minimum wall thickness 8.6 mm, sustaining minimum water pressure PN 16,
standard dimension ratio (SDR) 7.4
meter
Tk.
680.00
26.40
Supplying, fitting and fixing of PP-R Union meeting the perfomance & long-tem strength
requirements of ASTM F 2389 in accordance with the manufacturer‟s specifications all
complete accepted by the Engineer- in- charge.
26.40.1
12 mm PP-R Union
each
Tk.
270.00
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
Item No.
Description of Item
Unit
184
Unit Rate
26.40.2
19 mm PP-R Union
each
Tk.
306.00
26.40.3
25 mm PP-R Union
each
Tk.
342.00
26.40.4
32 mm PP-R Union
each
Tk.
557.00
26.40.5
37 mm PP-R Union
each
Tk.
844.00
26.40.6
50 mm PP-R Union
each
Tk.
1,035.00
26.41
Supplying, fitting and fixing of PP-R Gate-Valve meeting the perfomance & long-tem
strength requirements of ASTM F 2389 in accordance with the manufacturer‟s
specifications all complete accepted by the Engineer- in- charge.
26.41.1
12 mm PP-R Gate-Valve
each
Tk.
333.00
26.41.2
19 mm PP-R Gate-Valve
each
Tk.
452.00
26.41.3
25 mm PP-R Gate-Valve
each
Tk.
491.00
26.41.4
32 mm PP-R Gate-Valve
each
Tk.
797.00
26.41.5
37 mm PP-R Gate-Valve
each
Tk.
853.00
26.41.6
50 mm PP-R Gate-Valve
each
Tk.
1,109.00
26.42
Supplying, fitting and laying up to depth of invert 100 mm inside dia best quality uPVC
pressure soil pipe having specific gravity 1.3 -1.45, and other physical, chemical,
thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or
ASTM, BS/ISO/IS standards fitted and fixed in position with sockets, bends, with all
accessories such as Round grating/domed roof grating etc. complete approved and
accepted by the Engineer- in- charge.
26.42.1
uPVC soil pipe of 100 mm dia and wall thickness 2.7 mm - 3.4 mm,
meter
Tk.
497.00
26.42.2
uPVC soil pipe of 150 mm dia and wall thickness 4.5 mm - 6.6 mm
meter
Tk.
855.00
26.43
Supplying, fitting and laying of Pipes up to depth of invert dia R.C.C pipe having 1.83
meter in length made of stone chips with 40 mm cement joint including all fittings and
specials like plain bend, Tees, reducing sockets, junctions, door bends cowls, anti-siphon,
gasket and cement joints, making holes in walls and mending good the damages etc. all
complete approved and accepted by the Engineer- in- charge.
26.43.1
R.C.C pipe of 150 mm dia with thickness 40mm
meter
Tk.
897.00
26.43.2
R.C.C pipe of 225 mm dia with thickness 40mm
meter
Tk.
1,404.00
26.43.3
R.C.C pipe of 300 mm dia with thickness 50mm
meter
Tk.
2,293.00
26.43.4
R.C.C pipe of 375 mm dia with thickness 50mm
meter
Tk.
2,940.00
26.44
Supplying of 100 mm dia with wall thickness 2.7 mm - 3.4 mm uPVC pipe for waste
including fitting, fixing etc. all complete approved and accepted by the Engineer- incharge.
meter
Tk.
489.00
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
Item No.
Description of Item
Unit
185
Unit Rate
26.45
Supplying and laying uPVC pipe for for underground including fitting, fixing etc. all
complete approved and accepted by the Engineer- in- charge.
26.45.1
150 mm dia with wall thickness 4.5 mm - 6.6 mm uPVC pipe
meter
Tk.
913.00
26.45.2
200 mm dia with wall thickness 5.3 mm - 7.8 mm uPVC pipe
meter
Tk.
1,364.00
26.45.3
250 mm dia with wall thickness 6.6 mm - 7.6 mm uPVC pipe
meter
Tk.
1,947.00
26.45.4
280 mm dia with wall thickness 6.9 mm - 8.6 mm uPVC pipe
meter
Tk.
2,514.00
26.45.5
315 mm dia with wall thickness 7.8 mm - 9.0 mm uPVC pipe
meter
Tk.
2,553.00
26.46
Supplying, fitting and fixing of G.I. Union with sealant etc. complete in all respects
approved and accepted by the Engineer- in- charge.
26.46.1
12 mm dia G.I. Union
each
Tk.
125.00
26.46.2
20 mm dia G.I. Union
each
Tk.
158.00
26.46.3
25 mm dia G.I. Union
each
Tk.
195.00
26.46.4
32 mm dia G.I. Union
each
Tk.
246.00
26.46.5
40 mm dia G.I. Union
each
Tk.
356.00
26.46.6
50 mm dia G.I. Union
each
Tk.
416.00
26.46.7
62 mm dia G.I. Union
each
Tk.
598.00
26.46.8
75 mm dia G.I. Union
each
Tk.
691.00
26.46.9
100 mm dia G.I. Union
each
Tk.
902.00
26.47
Supplying, fitting and fixing of best quality G.I. gate valve with sealant etc. complete
approved and accepted by the Engineer- in- charge.
26.47.1
12 mm brass gate valve
each
Tk.
409.00
26.47.2
20 mm brass gate valve
each
Tk.
484.00
26.47.3
25 mm brass gate valve
each
Tk.
650.00
26.47.4
32 mm brass gate valve
each
Tk.
812.00
26.47.5
40 mm brass gate valve
each
Tk.
1,072.00
26.47.6
50 mm brass gate valve
each
Tk.
1,714.00
26.47.7
62 mm brass gate valve
each
Tk.
3,387.00
26.47.8
75 mm brass gate valve
each
Tk.
4,519.00
26.47.9
100 mm brass gate valve
each
Tk.
7,344.00
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
Item No.
Description of Item
Unit
186
Unit Rate
26.48
Supplying, fitting and fixing of best quality G.I. globe valve, threaded joint with sealant
etc. complete approved and accepted by the Engineer- in- charge.
26.48.1
12 mm dia brass globe valve
each
Tk.
324.00
26.48.2
20 mm dia brass globe valve
each
Tk.
400.00
26.48.3
25 mm dia brass globe valve
each
Tk.
602.00
26.48.4
32 mm dia brass globe valve
each
Tk.
932.00
26.48.5
40 mm dia brass globe valve
each
Tk.
1,229.00
26.48.6
50 mm dia brass globe valve
each
Tk.
1,654.00
26.48.7
62 mm dia brass globe valve
each
Tk.
3,508.00
26.48.8
75 mm dia brass globe valve
each
Tk.
4,760.00
26.48.9
100 mm dia brass globe valve
each
Tk.
6,378.00
26.49
Supplying, fitting and fixing of best quality G.I. check valve, threaded joint with sealant
etc. complete approved and accepted by the Engineer- in- charge.
26.49.1
12 mm brass check valve
each
Tk.
300.00
26.49.2
20 mm brass check valve
each
Tk.
436.00
26.49.3
25 mm brass check valve
each
Tk.
602.00
26.49.4
32 mm brass check valve
each
Tk.
836.00
26.49.5
40 mm brass check valve
each
Tk.
1,024.00
26.49.6
50 mm brass check valve
each
Tk.
1,533.00
26.49.7
62 mm brass check valve
each
Tk.
2,783.00
26.49.8
75 mm brass check valve
each
Tk.
3,734.00
26.49.9
100 mm brass check valve
each
Tk.
6,016.00
26.50
Supplying, fitting and fixing of best quality G.I. float valve, threaded joint Pit valve etc.
complete approved and accepted by the Engineer- in- charge.
26.50.1
12 mm brass float valve
each
Tk.
350.00
26.50.2
20 mm brass float valve
each
Tk.
468.00
26.50.3
25 mm brass float valve
each
Tk.
568.00
26.50.4
32 mm brass float valve
each
Tk.
888.00
26.50.5
40 mm brass float valve
each
Tk.
1,023.00
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
Item No.
Description of Item
Unit
187
Unit Rate
26.51
Supplying different inside dia best quality uPVC clean out / trap having specific gravity
1.35 -1.45 and other physical, chemical, themal, fire resistivity properties etc. as per BSTI
approved manufacturer standards or ASTM, BS/ISO/IS standards, fitting and fixing in
position etc. complete approved and accepted by the Engineer- in- charge.
26.51.1
50 mm dia uPVC Y or T - Y Cleanout
each
Tk.
546.00
26.51.2
100 mm dia uPVC „P‟ or „S‟ trap
each
Tk.
611.00
26.51.3
100 mm dia uPVC Y or T - Y Cleanout
each
Tk.
679.00
26.51.4
50 mm dia uPVC Y or T - Y Cleanout
each
Tk.
509.00
26.52
Supplying, fitting and fixing of best quality faucets etc. complete approved and accepted
by the Engineer- in- charge.
26.52.1
12 mm CP bib cock
each
Tk.
1,014.00
26.52.2
12 mm special quality CP bib cock
each
Tk.
1,104.00
26.52.3
12 mm plastic bib cock with internal brass thread
each
Tk.
226.00
26.53
Supplying, fitting and fixing of best quality CP pillar cock etc. complete approved and
accepted by the Engineer- in- charge.
26.53.1
12 mm CP medium quality pillar cock
each
Tk.
1,231.00
26.53.2
12 mm CP special heavy duty pillar cock
each
Tk.
1,280.00
26.54
Supplying, fitting and fixing of best quality CP self closing pillar pillar cock (Sensor
Type) with necessary hardware etc. complete approved and accepted by the Engineerin- charge.
26.54.1
Standard CP self closing pillar cock (without mixture)
each
Tk.
5,557.00
26.54.2
Exclusive CP self closing pillar cock (without mixture)
each
Tk. 18,235.00
26.54.3
Standard CP self closing pillar cock (with mixture)
each
Tk.
26.54.4
Exclusive CP self closing pillar cock (with mixture)
each
Tk. 24,272.00
26.55
Supplying, fitting and fixing of CP Self closing pillar cock (push type) with all necessary
hardware and consumables approved and accepted by the Engineer- in- charge.
each
Tk.
1,137.00
26.56
Supplying, fitting and fixing of best quality concealed fixed sink cock etc. complete
approved and accepted by the Engineer-in-charge.
26.56.1
12 mm CP concealed fixed cock
each
Tk.
1,141.00
26.56.2
12 mm CP concealed moving cock
each
Tk.
1,504.00
26.57
Supplying, fitting and fixing of CP basin mixture with all necessary hardware and
consumables approved and accepted by the Engineer.of following type
26.57.1
CP basin mixture
each
Tk.
2,732.00
7,971.00
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
Item No.
Description of Item
Unit
188
Unit Rate
26.57.2
CP single handle basin mixture
each
Tk.
3,464.00
26.58
Supplying, fitting and fixing of CP shower mixture including shower head only with all
necessary hardware and consumables approved and accepted by the Engineer- incharge.
each
Tk.
4,529.00
26.59
Supplying, fitting and fixing of CP shower mixture including shower head and faucet
with all necessary hardware and consumables approved and accepted by the Engineerin- charge.
each
Tk.
5,435.00
26.60
Supplying, fitting and fixing of CP bath tub mixture with shower head only including all
necessary hardware and consumables approved and accepted by the Engineer- incharge.
each
Tk.
4,770.00
26.61
Supplying, fitting and fixing of stop cock with all necessary hardware and consumables
approved and accepted by the Engineer- in- charge.
26.61.1
12 mm brass stop cock for surface mount (general quality)
each
Tk.
412.00
26.61.2
12 mm CP stop cock for surface mount (medium quality)
each
Tk.
406.00
26.61.3
12 mm CP stop cock for surface mount (special type)
each
Tk.
1,136.00
26.61.4
Stop cock concealed (medium)
each
Tk.
1,197.00
26.61.5
Stop cock concealed (heavy)
each
Tk.
1,245.00
26.63
Supplying, fitting and fixing of angle stop cock etc. complete approved and accepted by
the Engineer- in- charge.
26.63.1
12 mm CP surface mounted angle stop cock (Heavy Type)
each
Tk.
853.00
26.63.2
12 mm CP medium quality surface & standard angle stop cock
each
Tk.
804.00
26.63.3
12 mm surface special heavy type angle stop cock
each
Tk.
877.00
26.63.4
12 mm CP concealed mount angle stop cock
each
Tk.
853.00
26.63.5
Medium concealed angle stop cock
each
Tk.
913.00
26.63.6
Special concealed heavy type angle stop cock
each
Tk.
1,197.00
26.64
Groove cutting in brick work and R.C.C work, including cost for concealing of G.I. pipe
work (12 mm and 20 mm dia) in brick wall by cutting groove in wall, lintel, beam etc. by
any means carefully without damaging the structure and filling the grooves with C.C
(4:2:1) after laying of pipe including cost of scaffolding, finishing, curing etc. all complete
approved and accepted by the Engineer- in- charge.
26.64.1
Groove size 40 mm x 40 mm (For laying 12 mm to 20 mm dia pipes)
meter
Tk.
65.00
26.64.2
Groove size 75 mm x 75 mm (For 25 mm to 40 mm dia pipes)
meter
Tk.
98.00
26.65
Supplying and fitting-fixing cleansing shower for ablution including holder etc. all
complete approved and accepted by the Engineer- in- charge.
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
Item No.
Description of Item
Unit
189
Unit Rate
26.65.1
Fixed type 100 mm CP shower rose
each
Tk.
658.00
26.65.2
Moving type 100 mm CP shower rose
each
Tk.
1,396.00
26.66
Supplying and fitting-fixing hand / push shower for ablution including holder etc. all
complete approved and accepted by the Engineer- in- charge.
26.66.1
Moving type hand shower
each
Tk.
1,571.00
26.66.2
Moving type push shower
each
Tk.
967.00
26.67
Supplying, fitting and fixing of food graded plastic overhead water reservoir tank
including all necessary fittings, hardware and consumables etc. all complete approved
and accepted by the Engineer- in- charge.
26.67.1
1000 liter capacity
each
Tk. 10,912.00
26.67.2
1500 liter capacity
each
Tk. 15,295.00
26.67.3
2000 liter capacity
each
Tk. 20,064.00
26.68
Supply and installation of food-graded plastic internal mini water tank for the use in
kitchen, bathroom and toilet for emergency storage and supply of water manufactured
from liner low density polyethylene (ILDPE) roto-grade (ultra violet) stabilized which
complies FDA (Federal Department of Agriculture, USA) regulations 21 CFR 1277. 152,
having food grade quality where no recycled material is used carrying, lifting, fitting, fixing
in position including supply of necessary hardware, consumables, fittings etc. all complete
approved and accepted by the Engineer- in- charge.
26.68.1
150 liter capacity
each
Tk.
3,365.00
26.68.2
300 liter capacity
each
Tk.
4,277.00
26.68.3
500 liter capacity
each
Tk.
6,334.00
26.69
Supply and installation of foreign made food graded stainless steel water tank
including supply of hardware, consumables, fittings etc. all complete approved and
accepted by the Engineer- in- Charge.
26.69.1
500 liter capacity
each
Tk. 11,187.00
26.69.2
1000 liter capacity
each
Tk. 19,520.00
26.69.3
2000 liter capacity
each
Tk. 32,101.00
26.69.4
4000 liter capacity
each
Tk. 63,030.00
26.69.5
6000 liter capacity
each
Tk. 68,596.00
26.70
Supply and installation of 400 gallon capacity ferro-cement water tank including
necessary hardware, fittings and consumables etc. all complete approved and accepted
by the Engineer- in- charge.
each
Tk.
8,017.00
26.71
Supplying, fitting and fixing of 12 mm dia, 450 mm long plastic flexible lead
(connection) pipe approved and accepted by the Engineer- in- charge.
each
Tk.
57.00
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
190
Description of Item
Unit
26.72
Supplying, fitting and fixing of 12 mm dia, 600 mm long plastic flexible lead
(connection) pipe approved and accepted by the Engineer- in- charge.
each
Tk.
101.00
26.73
Supplying, fitting and fixing of 12 mm dia 450 mm long metal cover connection pipe
approved and accepted by the Engineer- in- charge.
each
Tk.
162.00
26.74
Supplying, fitting and fixing of 12 mm dia 600 mm long metal cover connection pipe
approved and accepted by the Engineer- in- charge.
each
Tk.
186.00
26.75
Supply, fitting & fixing of 600 mm dia C.I. man hole cover etc. all complete approved by
the Engineer- in- charge.
each
Tk.
1,869.00
26.76
Supply, installation, testing and commissioning of auto control booster pump system to
maintain a pressure 0.8~2.2 bar in the water pipe line in the top floor(s). The booster
pump system consists of the following components -
9,551.00
Item No.
Unit Rate
(i) Single phase pump motor- 01 no. HP 0.5~1.0, IP: 65, RPM:2900
(ii) Easy press switch : a device which control the pressure etc. all complete approved
by the Engineer- in- charge.
26.76.1
Made in or assembled in Bangladesh
each
Tk.
26.76.2
Made in Italy/ Spain/ India etc.
each
Tk. 20,176.00
26.77
Suppy, fitting and fixing of Water pressure reducing valve to reduce static and flowing
pressures in water distribution systems and it shall be a diaphragm/balanced piston type
with integral stainless steel strainer and a built-in bypass to relieve pressure build-up
downstream of the assembly. The valve shall be spring loaded to open and shall be
diaphragm actuated to close under pressure conditions. The valve shall be suitable for
supply pressure up to 400 psi and water temperatures from 33º to 180ºF. The valve‟s
internal parts such as the cartridge assembly, strainer, diaphragm, and spring shall be
accessible for inspection, repair or replacement without disconnecting the device from the
pipeline. In addition, the valve shall have a clean-out feature to allow for removal of the
strainer and seat disc without disturbing the pressure setting etc. all complete accepted by
the Engineer- in- charge.
26.77.1
12 mm dia water pressure reducing valve
each
Tk.
2,384.00
26.77.2
19 mm dia water pressure reducing valve
each
Tk.
3,226.00
26.77.3
25 mm dia water pressure reducing valve
each
Tk.
3,948.00
26.77.4
32 mm dia water pressure reducing valve
each
Tk.
7,557.00
26.77.5
38 mm dia water pressure reducing valve
each
Tk.
8,399.00
26.77.6
50 mm dia water pressure reducing valve
each
Tk. 12,129.00
26.77.7
62 mm dia water pressure reducing valve
each
Tk. 20,550.00
26.77.8
75 mm dia water pressure reducing valve
each
Tk. 29,574.00
26.78
Manufacturing, supplying, fitting & fixing of adjustable hanger made of 38 mm x 38 mm x
6 mm m.s. angle with 600 mm long 12 mm dia nut-bolt for having pvc pipe from ceiling as
per direction of the Engineer-in-charge.
meter
Tk.
676.00
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
Description of Item
Unit
Supplying, fitting and installation of automatic hand drier of high speed, energy efficient,
rapid drying, automatic sensor, adjustable speed and sound control, adjustable heat
control, electric hand dryer; surface mounted or semi‐recessed which can eliminate over
99% of airborne bacteria and particles as small as 0.3 microns with the removable Super
Filter System and it shall be powered by 220v AC supply/ batteries and shall operate
automatically from IR sensor that shall activate it when hands are placed in sensor zone
etc. all complete accepted by the Engineer- in- charge.
each
Tk.
6,094.00
Item No.
26.79
191
Unit Rate
INSPECTION PIT & SOAK WELL
26.80
Construction of masonry inspection pit with 250 mm thick brick work in cement mortar
(1:4) including necessary earth work, side filling and one layer brick flat soling, 75 mm
thick (1:3:6) base concrete for making invert channel and 12 mm thick (1:2) cement
plaster with neat finishing etc. all complete up to a depth of 700 mm approved and
accepted by the Engineer- in- charge.
26.80.1
Clear 450 mm x 450 mm and depth 450 mm to 600 mm, average 525 mm for single 150
mm dia R.C.C. pipes and 400 mm PVC pipe.
each
Tk.
3,530.00
26.80.2
Clear 525 mm x 525 mm and depth 675 mm to 825 mm, average 750 mm for single 225
mm dia R.C.C. pipes and 400 mm PVC pipe.
each
Tk.
5,262.00
26.80.3
Clear 600 x 600 mm and depth 750 mm to 900 mm, average 825 mm for single 300 mm
dia R.C.C. pipes and 400 mm PVC pipe.
each
Tk.
7,321.00
26.80.4
Master-pit of Size: Clear 600 mm x 500 mm and average 750 mm depth for Septic tank.
each
Tk.
3,825.00
26.81
Construction and placement M.H. cover with locking/unlocking arrangement including
necessary earth work, side filling, shuttering, curing, cement plaster (1:4) with neat
finishing on edges and top etc. all complete approved and accepted by the Engineer- incharge.
26.81.1
900 mm x 900 mm x 75 mm R.C.C. pit cover
each
Tk.
1,365.00
26.81.2
1025 mm x 1025 mm x 75 mm R.C.C. pit cover
each
Tk.
1,575.00
26.81.3
1100 mm x 1100 mm x 75 mm R.C.C. pit cover
each
Tk.
1,804.00
26.82
Construction and placing of R.C.C inspection pit cover (slab) with supplying and
provisions for placing, fitting, fixing 450 mm dia C.I. man-hole cover with locking/unlocking arrangement including concrete (1:2:4) with approx. 1% re-enforcement,
necessary earth cutting, or cleaning, side filling, curing etc. with minimum 12 mm cement
plaster (1:4) and neat cement finishing on edges and top all complete and accepted by
the Engineer- in- charge.
26.82.1
950 mm x 950 mm x 75 mm R.C.C. pit cover with 450 mm dia C.I. manhole cover.
each
Tk.
2,280.00
26.82.2
1025 mm x 1025 mm x 75 mm R.C.C. pit cover with 450 mm dia C.I. manhole cover.
each
Tk.
2,443.00
26.82.3
1100 mm x 1100 mm x 75 mm R.C.C. pit cover with 450 mm dia C.I. manhole cover.
each
Tk.
2,672.00
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
Item No.
Description of Item
Unit
192
Unit Rate
26.83
Construction of masonry inspection pits up to a depth of 700 mm with 250 mm thick
brick work in cement mortar (1:4) including 100 mm thick R.C.C. top slab (1:2:4) with 1%
reinforcement, man-hole cover with locking arrangement including necessary earth work,
side filling and one brick flat soling. 75 mm thick (1:3:6) base concrete for making invert
channel and 12 mm thick (1:2) cement plaster with neat finishing etc. all complete
approved and accepted by the Engineer- in- charge.
26.83.1
Clear 450 mm x 450 mm and depth 450 mm to 600 mm, average 525 mm for single 150
mm dia R.C.C. pipes and 400 mm PVC pipe with pit cover and 450 mm dia C.I. man-hole
cover.
each
Tk.
5,810.00
26.83.2
Clear 525 mm x 525 mm and depth 675 mm to 825 mm, average 750 mm for single 225
mm dia R.C.C. pipes and 400 mm PVC pipe with pit cover and 450 mm dia C.I. man-hole
cover.
each
Tk.
7,705.00
26.83.3
Clear 600 mm x 600 mm and depth 750 mm to 900 mm, average 825 mm for single 300
mm dia R.C.C. pipes and 375 mm and 400 mm PVC pipe with pit cover and 450 mm dia
C.I. man-hole cover.
each
Tk.
9,993.00
26.84
Construction of septic tank of different sizes with walls of brick work in cement mortar
(1:6) having a lining of minimum 125 mm R.C.C cast against the walls as per approved
type plan over a brick flat soling and 150 mm thick reinforced cement concrete flooring
(1:2:4) with 125 mm thick walls in partition and 12 mm thick cement plaster (1:4) with
N.C.F. to insides of walls on floor and all around outside walls by 450 mm height at top
including supplying, fitting and fixing of two R.C.C. Tees and providing 450 mm dia water
sealed heavy type C.I. manhole cover with locking/unlocking arrangement and 100 mm
thick R.C.C (1:2:4) top slab, including centering, shuttering, fabricating, casting and curing
etc. complete up to required depth including necessary earth work in excavation and
shoring, bailing out water and side filling including the cost of all materials, operations and
incidental charges. etc. all complete as per type plan approved and accepted by the
Engineer-in-charge (Rate is including cost of reinforcement and its fabrication, binding
and placing).
26.84.1
For 200 users
each
Tk. 233,848.00
26.84.2
For 100 users
each
Tk. 183,728.00
26.84.3
For 50 users
each
Tk. 121,120.00
26.84.4
For 30 users
each
Tk. 84,995.00
26.84.5
For 20 users
each
Tk. 80,255.00
26.84.6
For 10 users
each
Tk. 46,023.00
26.85
Construction of soak well of different sizes (medium and large sizes) with 250 mm thick
solid brick work and 250 mm honey comb brick work with cement mortar (1:6) as per
design over R.C.C. (1:2:4) well curb with 1% reinforcement up to the depth as per drawing
with 450 mm dia water sealed heavy type. C.I. manhole cover with locking arrangement,
filling the well up to the required depth with graded khoa and sand including supplying and
fabricating M.S. rod, casting, curing including necessary earth work in excavation, side
filling and bailing out water including cost of all materials etc. all complete as per drawing,
design approved and accepted by the (Rate is including cost of reinforcement and its
fabrication, binding and placing) Engineer- in- charge.
26.85.1
200 users
each
Tk. 86,069.00
PWD SoR 2018 for Civil Works
SANITARY & WATER SUPPLY WORKS
Item No.
Description of Item
193
Unit
Unit Rate
26.85.2
100 users
each
Tk. 76,264.00
26.85.3
50 users
each
Tk. 64,420.00
26.86
Construction of soak well of different sizes (small sizes) with 250 mm thick solid brick
work and 250 mm honey comb brick work with cement mortar (1:6) as per design over
R.C.C. (1:2:4) well curb with 1% reinforcement up to the depth as per drawing with 450
mm dia water sealed heavy type. C.I. manhole cover with locking arrangement, filling the
well up to the required depth with graded khoa and sand including supplying and
fabricating M.S. Rod, casting, curing including necessary earth work in excavation, side
filling and bailing out water including cost of all materials etc. all complete as per drawing,
design approved and accepted by the Engineer- in- charge.
26.86.1
20 to 30 users
each
Tk. 54,765.00
26.86.2
10 users
each
Tk. 37,667.00
26.87
Supplying, fitting, fixing of foreign made best quality Reverse Osmosis Water Purifier
(Kent / Unilever / Vapor water purifier or equivalent brand) for purification of water by
reverse osmosis system to have potable water conforming WHO standard and
Bangladesh concentration parameters including installation charge, carriage, sundries
etc. complete approved and accepted by the Engineer- in- charge.
26.87.1
Water purification volume: 50 gallon /day water reserve capacity
each
Tk. 12,920.00
26.87.2
Water purification volume: 75 gallon per day
each
Tk. 19,279.00
26.87.3
Water purification volume: 75 gallon per day (touch type)
each
Tk. 25,437.00
26.87.4
Water purification volume: 100 gallon per day (with hot, cold & warm option)
each
Tk. 69,418.00
26.87.5
Water purification volume: 200 gallon per day
each
Tk. 51,035.00
26.87.6
Water purification volume: 400 gallon per day
each
Tk. 75,546.00
26.88
Supply, installation and commissioning of 50 liter capacity best quality ‘Water dispenser’
with container of approved brand/origin.
each
Tk.
4,468.00
26.89
Punching or cutting hole of any diameter for sanitary works.
each
Tk.
325.00
………………….. END OF DIVISION TWENTY SIX …………………..
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
194
DIVISION 27: DEEP TUBE-WELL
Item No.
Description of Item
Unit
Unit Rate
Note: Tender for test & observation well must be called before hand. Tender for
main production well will then be called on the basis of required data obtained from
the test well. Requirements of water must be the guiding factor for dimensioning the
main well.
SINKING OF 38 mm DIA TEST AND OBSERVATION WELL
27.1
Mobilization of test boring or observation well: Transportation of materials, equipments,
tools and plants and boring rig to work site. Construction of derrick and dismantling the
same. Cleaning the site after completion of the work accepted by the Engineer-in-charge.
per set
Tk.
7,913.00
27.2
Boring by using 100 mm dia cutter and 40 mm dia heavy type G.I pipe (wall thickness 2.9
mm, outside diameter min 47.8 mm, weight 3.517 kg/m, capable to withstand 50 kg/cm2
pressure) and other equipments capable of drilling up to a depth of 500 meter by water jet
system through all sorts of soil strata providing protection of caving by supplying
necessary casing pipe. Collection of soil samples at every 3 meter interval and at every
change of soil strata and preserving them in a controlled environment for analysis and
laboratory test. Finally, withdrawal of boring and casing pipes etc. complete and accepted
by the Engineer-in-charge.
27.2.1
From 0.0 m to 50 m = 50 m
meter
Tk.
191.00
27.2.2
Above 50 m to 100 m = 50 m
meter
Tk.
219.00
27.2.3
Above 100 m to 152 m = 52 m
meter
Tk.
252.00
27.2.4
Above 152 m to 200 m = 48 m
meter
Tk.
290.00
27.2.5
Above 200 m to 250 m = 50 m
meter
Tk.
334.00
27.2.6
Beyond 250 m
meter
Tk.
384.00
27.3
Installation of tube-well fixture for observation well: Supplying and lowering of 40/38
mm inside dia best quality uPVC pressure tube well pipe (specific gravity 1.35 - 1.45, wall
thickness 2.5 mm - 3.0 mm capable to withstand a minimum hydrostatic pressure of 170
psi for 1 hr). Fitting and fixing in position with all accessories, uPVC sand trap of length
3.00m with uPVC strainer of desired slot installing in or at mid depth of the most suitable
water bearing strata, 38 mm dia, best quality G.I. pipe of length 1.52 m with M.S. welded
flat bar welded on each side to prevent from rotation up to desired depth, fitting, fixing the
best quality no. 6 C.I. head hand-pump etc including the cost of solvent cement, socket
adapter, filling medium sand up to 18.00 m above strainer and the remaining portion with
available soil from boring etc. complete as per standard specification and accepted by the
Engineer-in-charge.
27.3.1
Fitting & fixing of no. 6 Hand-pump set including all necessary accessories etc
per set
Tk.
2,968.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
Item No.
195
Description of Item
Unit
Unit Rate
27.3.2
Supplying and fitting 38/40 mm dia heavy type G.I pipe conforming to standard BS-1387 &
BDS-1031, having chemical composition (in%) carbon 0.17-0.25, manganese 0.95-1.20,
sulphur 0.060 max, phosphorous 0.060 max, tensile properties: miminum yield strength
188 MPa, minimum tensile strength 313 MPa and marking for a) manufacturer b) material
c) wall thickness d) nominal outside dia e) intended use etc. on the body of the pipe having
wall thickness 2.9 mm, weight 3.517 kg/m capable to withstand 50 kg/cm 2 hydraulic
pressure
meter
Tk.
770.00
27.3.3
38/40 mm dia water grade uPVC pipe having wall thickness 2.5 mm -3.00 mm
meter
Tk.
162.00
27.3.4
38/40 mm dia water grade uPVC strainer having wall thickness 2.5 mm -3.00 mm
meter
Tk.
204.00
27.3.5
38/40 mm dia uPVC socket adapter
each
Tk.
100.00
27.3.6
Best quality 38 mm dia uPVC cap
each
Tk.
79.00
27.3.7
Supplying, fitting & fixing observation well inside the housing pipe of the deep tube
well:100'-0" depth
each
Tk. 19,802.00
27.3.8
Supplying, fitting & fixing tube-well log describing technical information of the tube-well
each
Tk.
4,105.00
27.3.9
Filling the top 0.6 meter of the bore hole around the top pipe with sanitary seal of 1:2:4
(Cement: 1.2 FM sand: 20 mm downgraded brick chips) concrete
each
Tk.
51.00
27.4
Complete development of the tube well to obtain sand and turbidity free water at a
satisfactory yield confirmed by tests as per specification and accepted by the Engineer-incharge. Water sample must be taken from 3 separate aquifers from three tube-wells
27.4.1
Wells up to 200 meter depth
27.4.1.1
For 1 No. test tube-well
LS
Tk.
7,024.00
27.4.1.2
For 2 Nos. test tube-wells
LS
Tk. 10,536.00
27.4.1.3
For 3 Nos. test tube-wells
LS
Tk. 14,048.00
27.4.2
Wells beyond 200 meter depth
27.4.2.1
For 1 No. test tube-well
meter
Tk.
40.00
27.4.2.2
For 2 Nos. test tube-wells
meter
Tk.
61.00
27.4.2.3
For 3 Nos. test tube-wells
meter
Tk.
81.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
Item No.
27.5
Description of Item
196
Unit
Unit Rate
"Furnishing design of a production well by testing of water and soil samples from test
bores up to 350 m depth collecting samples of water from the best suitable aquifer, filling
in sterilized air-tight glass bottles having no air space inside; collecting soil (sand, solids
etc) at every 3 m interval and at each change of soil strata from the bores, arranging them
in the cell of a box in an orderly manner. Carrying out test of water for (1) pH, (2) CO 2 (3)
Chloride, (4) Fluoride, (5) Iron, (6) Manganese, (7) Nitrate-Nitrogen, (8)Total alkalinity, (9)
Total hardness, (10) Arsenic, (11) Turbidity, followed by test reports along with
Bangladesh Standards of potable water and (12) sieve analysis on soils throughout a
bore, leading to ascertain the best suitable sustained aquifers, depths and slot sizes of
strainer, types and dia of tube well for specific yield, thickness of shrouding around
strainer, fineness modulus of shrouding materials, mechanical units (pumps, compressor)
for testing and operation of the tube well, maintaining test bore functional till tube well
installation, testing etc. is finished, finally filling and sealing the left over test bore
permanently, including carrying water and soil samples under direct responsibility of
Engineer-in-charge to BRTC, BUET or other reputed laboratory, approved by the authority,
submitting the report and design details all complete and accepted by the Engineer-incharge and maintaining the mobilized tools and plants at site till satisfactory test results
are found (if not, next test bore may be executed with the approval of concern S.E. /
Design Office)
Total No. of test on water: 11 types of test x 1 test bore x one set sample (3 specimen) =
11 Nos. test (each specimen 1.5 liter of water)
Sieve analysis: min 9 Nos. Sample x one test x One bore = 9 Nos. test (Samples are of 1
kg dry wt. each)”
There are about 55 (fifty-five) tests for potable water quality standard according to
Bangladesh Environment Conservation Rules-12 (Schedule-3), 1997, under ECA 1995 of
Ministry of Environment and Forest. Therefore, additional test/ tests on water or sieve
analysis of soil if required, other than the above specified 12 (twelve) tests, may be carried
out for public interest as per direction of the design engineer on actual payment including
profit, VAT and all other charges.
27.5.1
Furnishing design considering 1 No. test bore
LS
Tk. 43,227.00
27.5.2
Furnishing design considering 2 Nos. test bores
LS
Tk. 72,930.00
27.5.3
Furnishing design considering 3 Nos. test bores
LS
Tk. 109,395.00
27.6
Disinfections of the well by using minimum 3 kg of bleaching powder of 33% strength or
any other disinfectant as per standard specification and accepted by the Engineer-incharge.
each
Tk.
433.00
PRODUCTION WELL
27.7
Mobilization: Preparation for installation of tube-well and transportation of complete
boring equipments, labour and materials to the work site and remove the materials after
completion of the works. Installation of drilling rig and accessories, making arrangements
for electricity, water, labour shed, site office and stores, digging mud pit etc, leveling,
dressing and clearing of the site as per original condition and a testing for discharge using
minimum 1000 liter water tub etc. all complete as per specifications and accepted by the
Engineer-in-charge.
27.7.1
For Tube-wells up to 100 meter depth
per set
Tk. 39,232.00
27.7.2
For Tube-wells up to 200 meter depth
per set
Tk. 42,034.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
Item No.
Description of Item
197
Unit
Unit Rate
per set
Tk. 44,836.00
27.7.3
For Tube-wells beyond 200 meter depth
27.8
Preparation and making gravel pack around the tube well fixtures with supply of
designed graded pea gravels free from any substance harmful to pipe and health
confirmed by test (Passing through #10 mesh and retained on #40 mesh) including
sieving, washing etc. complete as per standard specification and accepted by the
Engineer-in-charge.
(The rate is inclusive of the cost of extra amount required for caving and extra depth below
the tube well fixtures, shrouding should not be more than 15 m above the strainer and
measurement should be allowed from bottom of the tube-well fixture to top of the gravel
pack)
cum
Tk.
4,725.00
27.9
Making a sanitary seal up to a minimum depth of 6 meter from G.L. or as specified
including the supply of approved quality of cement, sand and khoa (12 mm down graded)
in a ratio of (1:1:5:3) as per standard specification and accepted by the Engineer-incharge.
cum
Tk.
8,293.00
INSTALLATION OF 50 mm x 125 mm DIA SHROUDED
PRODUCTION WELL WITH PVC PIPE
27.10
Boring: Execution of 325 mm dia boring through all sorts of strata by reverse circulation or
any other approved method (Method other than reverse circulation is to be applied only for
wells deeper than 152 meter). Boring for 325 mm dia vertical hole up to designed depth
and collection of soil samples at every 3 meter interval or as required and at every change
in soil stratum including sinking and with drawing necessary casing pipe and all necessary
arrangements complete as per specification and accepted by the Engineer-in-charge.
(Measurement will be allowed from E.G.L. to bottom of the blind pipe and the rate is
inclusive of the cost of extra depth or of further boring required due to caving and siltation)
27.10.1
From 0.0 m to 50 m = 50 m
meter
Tk.
939.00
27.10.2
From 50 m to 100 m = 50 m
meter
Tk.
1,080.00
27.10.3
From 100 m to 152 m = 52 m
meter
Tk.
1,242.00
27.10.4
From 152 m to 200 m = 48 m
meter
Tk.
1,428.00
27.10.5
From 200 m to 250 m = 50 m
meter
Tk.
1,642.00
27.10.6
Beyond 250 m
meter
Tk.
1,889.00
27.11
Supplying the following tube well fixtures and pipes having density 1350 kg/m 3, opacity
0.2% of visible light as per ISO 7686, minimum required strength 25 MPa conforming to
BDS-1:2013, 4.4.1, 4.4.2 at working site as per standard practice and accepted by the
Engineer-in-charge. Note : Pipe size (wall thickness) will be chosen as per table page no:
213)
27.11.1
Best quality 50 mm dia uPVC cap
each
Tk.
107.00
27.11.2.1
50 mm dia water grade (Class C) uPVC blind pipe/sand trap of wall thickness 2.5 mm to
3.00 mm
meter
Tk.
163.00
27.11.2.2
50 mm dia water grade (Class D) uPVC blind pipe/sand trap of wall thickness 3.1 mm to
3.7 mm
meter
Tk.
192.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
198
Item No.
Description of Item
Unit
Unit Rate
27.11.2.3
50 mm dia water grade (Class E) uPVC blind pipe/sand trap of wall thickness 3.9 mm to
4.5 mm
meter
Tk.
255.00
27.11.3.1
50 mm dia strainer of any slot as per design made with grade (Class C) uPVC pipe of wall
thickness 2.5 mm to 3 mm
meter
Tk.
215.00
27.11.3.2
50 mm dia strainer of any slot as per design made with grade (Class D) uPVC pipe of wall
thickness 3.1 mm to 3.7 mm
meter
Tk.
244.00
27.11.3.3
50 mm dia strainer of any slot as per design made with grade (Class E) uPVC pipe of wall
thickness 3.9 mm to 4.5 mm
meter
Tk.
307.00
27.11.4
Best quality 50 mm x 125 mm dia uPVC Reducer
meter
Tk.
691.00
27.11.5.1
125mm dia water grade (Class C) uPVC housing pipe of wall thickness 5.5 to 6.4mm
meter
Tk.
786.00
27.11.5.2
125mm dia water grade (Class D) uPVC housing pipe of wall thickness 7.3 to 8.4mm
meter
Tk.
977.00
27.11.5.3
125mm dia water grade (Class E) uPVC housing pipe of wall thickness 9.0 to 10.4mm
meter
Tk.
1,158.00
27.11.6
Supplying centralizer made with 12 mm dia M.S. rod of approved design
each
Tk.
379.00
27.12
Complete installation of 50 mm dia uPVC tube well fixtures such as expanded top or
furnishing pipe, reducer, tube well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing
with best quality PVC solution, iron screws and PVC tape, sockets and placing in position
with proper size M.S. centralizer @ 3.0 meter c/c in strainer portion including blind pipe
etc. complete as per standard practice and accepted by the Engineer-in-charge.
meter
Tk.
80.00
27.13
Complete development of the tube well by air compressor and pump of suitable
capacity by alternate surging and pumping or any specified method until satisfactory yield
is achieved in sand and turbid free water confirmed by laboratory test using necessary
quantity of cologne and conducting step drawn-down test before and after the
development as per specification and accepted by the Engineer-in-charge. (Development
should be started within 24 hours of completion of shrouding)
27.13.1
Wells up to 200 m depth
each
Tk. 23,272.00
27.13.2
Wells beyond 200 m depth
each
Tk. 29,478.00
27.14
Pumping test of the well by designed turbine/submersible pump with supply of testing
equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including
yield drawn and recovery test etc. complete as per specification and accepted by the
Engineer-in-charge.
per hour
Tk.
760.00
27.15
Disinfections of the well including supply of sufficient quantity of bleaching powder (33%
strength) to obtain chlorinated water having 150 ppm free chlorine in the well complete as
per standard specification and accepted by the Engineer-in-charge.
each
Tk.
1,244.00
27.16
Filling of the borehole around the tube well from top of the shrouding up to the bottom of
sanitary seal by withdrawn selected soil or by local clay free from any substances harmful
to pipes and health as per standard specification and accepted by the Engineer-in-charge.
meter
Tk.
31.00
27.17
Protective top cover: Supplying and fitting fixing of best quality 150 mm dia 4 mm thick
MS. Pipe 1.0 m (3'-4") long one end blocked with 200 mm dia 4 mm thick M.S. plate and
other end minimum 300 mm (1'-0") embedded in sanitary seal for protection of uPVC
Housing Pipe as per standard specification and accepted by the Engineer-in-charge.
each
Tk.
4,549.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
Item No.
Description of Item
Unit
199
Unit Rate
INSTALLATION OF 75 mm x 150 mm DIA SHROUDED
PRODUCTION WELL WITH PVC PIPE
27.18
Boring: Execution of 350 mm dia boring through all sorts of strata by reverse circulation or
any other approved method (Method other than reverse circulation is to be applied only for
wells deeper than 152 meter). Boring for 350 mm dia vertical hole up to designed depth
and collection of soil samples at every 3 meter interval or as required and at every change
in soil stratum including sinking and withdrawing necessary casing pipe and all necessary
arrangements complete as per specification and accepted by the Engineer-in-charge.
(Measurement will be allowed from E.G.L. to bottom of the blind pipe and the rate is
inclusive of the cost of extra depth or of further boring required due to caving and siltation)
27.18.1
From 0.0 m to 50 m = 50 m
meter
Tk.
988.00
27.18.2
From 50 m to100 m = 50 m
meter
Tk.
1,136.00
27.18.3
From 100 m to 152 m = 52 m
meter
Tk.
1,307.00
27.18.4
From 152 m to 200 m = 48 m
meter
Tk.
1,503.00
27.18.5
From 200 m to 250 m = 50 m
meter
Tk.
1,728.00
27.18.6
Beyond 250 m
meter
Tk.
1,987.00
27.19
Supplying the following tube well fixtures and pipes having density 1350 kg/m3, opacity
0.2% of visible light as per ISO 7686, minimum required strength 25 MPa conforming to
BDS-1:2013, 4.4.1, 4.4.2 at working site as per standard practice and accepted by the
Engineer-in-charge.
27.19.1
Best quality 75 mm dia uPVC cap
each
Tk.
145.00
27.19.2.1
75 mm dia water grade (Class C) uPVC blind pipe/sand trap of wall thickness 3.5 mm to
4.1 mm
meter
Tk.
313.00
27.19.2.2
75 mm dia water grade (Class D) uPVC blind pipe/sand trap of wall thickness 4.6 mm to
5.3 mm
meter
Tk.
403.00
27.19.2.3
75 mm dia water grade (Class E ) uPVC blind pipe/sand trap of wall thickness 5.7 mm to
6.6 mm
meter
Tk.
878.00
27.19.3.1
75 mm dia strainer of any slot as per design made with water grade (Class C) uPVC pipe
of wall thickness 3.5 to 4.1 mm
meter
Tk.
359.00
27.19.3.2
75 mm dia strainer of any slot as per design made with water grade (Class D) uPVC pipe
of wall thickness 4.6 mm to 5.3 mm
meter
Tk.
450.00
27.19.3.3
75 mm dia strainer of any slot as per design made with water grade (Class E) uPVC pipe
of wall thickness 5.7 mm to 6.6 mm
meter
Tk.
924.00
27.19.4
Best quality 75 mm x 150 mm dia uPVC Reducer
each
Tk.
881.00
27.19.5.1
150 mm dia water grade (Class C) uPVC housing pipe having wall thickness 6.6 mm to
7.6 mm
meter
Tk.
1,138.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
200
Item No.
Description of Item
Unit
27.19.5.2
150 mm dia water grade (Class D) uPVC housing pipe having wall thickness 8.8 mm to
10.2 mm
meter
Tk.
1,540.00
27.19.5.3
150 mm dia water grade (Class E) uPVC housing pipe having wall thickness 10.8 mm to
12.5 mm
meter
Tk.
1,842.00
27.19.6
Supplying of centralizer made with 12 mm dia M.S. rod of approved design
meter
Tk.
379.00
27.20
Complete installation of 75 mm dia uPVC tube-well fixtures such as expanded top
pipes, reducer, tube-well pipes, strainer, blind pipe, pipe cap etc fitting and fixing with best
quality uPVC solution, iron screws and uPVC tape and placing in position with proper size
M.S. centralizer @ 3 meter c/c .in strainer portion including blind pipe etc. complete as per
standard practice and accepted by the Engineer-in-charge.
meter
Tk.
89.00
27.21
Complete development of the well by suitable air compressor and pump of suitable
capacity by alternate surging and pumping untill satisfactory yield, sand free water and the
turbidity condition is reached using necessary quantity of calgon and conducting step draw
down test before and after the development as per specification and accepted by the
Engineer-in-charge. (Development should be started within 24 hours of completion of
shrouding)
27.21.1
Wells up to 200 m depth
each
Tk. 31,419.00
27.21.2
Wells beyond 200 m depth
each
Tk. 37,702.00
27.22
Pumping test of the well by designed turbine/submersible pump with supply of testing
equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including
yield drawn and recovery test etc. complete as per specification and accepted by the
Engineer.
hour
Tk.
935.00
27.23
Disinfections of the well including supply of sufficient quantity of bleaching powder (33%
strength) chlorinated water having 150 ppm available free chlorine complete as per
standard specification and accepted by the Engineer-in-charge.
each
Tk.
1,511.00
27.24
Filling of the bore-hole around the tube well from top of the shrouding up to the bottom of
sanitary seal by withdrawn selected soil or local clay free from any substances harmful to
pipes and health as per standard specification and accepted by the Engineer-in-charge.
meter
Tk.
37.00
27.25
Protective top cover: Supplying and fitting fixing best quality 200 mm dia 4 mm thick
M.S. pipe 1.0 m (3'-4") long, one end blocked with 250 mm dia 4 mm thick M.S. plate and
other end minimum 300 mm (1'-0) embedded in sanitary seal for protection of uPVC
housing pipe as per standard specification and accepted by the Engineer-in-charge.
each
Tk.
6,113.00
INSTALLATION OF 100 mm x 200 mm DIA SHROUDED
PRODUCTION WELL WITH PVC PIPE
27.26
Boring: Execution of 400 mm dia of boring through all sorts of strata by reverse circulation
or any other approved method (Method other than reverse circulation is to be applied only
for wells deeper than 152 meter) Boring for 400 mm dia vertical hole up to designed depth
and collection of soil samples at every 3 meter interval or as required and at every change
in soil stratum including sinking and withdrawing necessary casing pipe and all necessary
arrangements complete as per specification and accepted by the Engineer-in-charge.
(Measurement will be allowed from E.G.L. to bottom of the blind pipe and the rate is
inclusive of the cost of extra depth or of further boring required due to caving and siltation)
Unit Rate
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
Item No.
Description of Item
Unit
201
Unit Rate
27.26.1
From 0.0 m to 50 m = 50 m
meter
Tk.
1,031.00
27.26.2
From 50 m to 100 m = 50 m
meter
Tk.
1,186.00
27.26.3
From 100 m to 152 m = 52 m
meter
Tk.
1,364.00
27.26.4
From 152 m to 200 m = 48 m
meter
Tk.
1,569.00
27.26.5
From 200 m to 250 m = 50 m
meter
Tk.
1,804.00
27.26.6
Beyond 250 m
meter
Tk.
2,074.00
27.27
Supplying the following tube well fixtures and pipes having density 1350 kg/m3,
opacity 0.2% of visible light as per ISO 7686, minimum required strength 25 MPa
conforming to BDS-1:2013, 4.4.1, 4.4.2 at working site as per standard practice and
accepted by the Engineer-in-charge.
27.27.1
Best quality 100 mm dia uPVC cap
each
Tk.
226.00
27.27.2.1
100 mm dia water grade (Class C) uPVC blind pipe/ sand trap having wall thickness
4.5mm to 5.2mm
meter
Tk.
498.00
27.27.2.2
100 mm dia water grade (Class D) uPVC blind pipe/ sand trap having wall thickness 6.0
mm to 6.9 mm
meter
Tk.
649.00
27.27.2.3
100 mm dia water grade (Class E) uPVC blind pipe/ sand trap having wall thickness 7.3
mm to 8.4 mm
meter
Tk.
811.00
27.27.3.1
100 mm dia strainer of any slot as per design made with water grade(Class C) uPVC pipe
having wall thickness 4.5 mm to 5.2 mm
meter
Tk.
544.00
27.27.3.2
100 mm dia strainer of any slot as per design made with water grade(Class D) uPVC pipe
having wall thickness 6.0 mm to 6.9 mm
meter
Tk.
695.00
27.27.3.1
100 mm dia strainer of any slot as per design made with water grade(Class E) uPVC pipe
having wall thickness 7.3 mm to 8.4 mm
meter
Tk.
857.00
27.27.4
Best quality 100 mm x 200 mm dia uPVC reducer
each
Tk.
980.00
27.27.5.1
200 mm dia water grade (Class C) uPVC housing pipe having wall thickness 7.8 mm to
9.0 mm
meter
Tk.
1,138.00
27.27.5.2
200 mm dia water grade (Class D) uPVC housing pipe having wall thickness 10.3 mm to
11.9 mm
meter
Tk.
1,540.00
27.27.5.3
200 mm dia water grade (Class E) uPVC hjousing pipe having wall thickness 12.6 mm to
14.8 mm
meter
Tk.
1,842.00
27.27.6
Supplying centralizer made with 12 mm dia M.S. rod of approved design
each
Tk.
379.00
27.28
Complete installation of 100 mm dia uPVC tube-well fixtures such as expanded top
pipes,. reducer, tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing with
best quality PVC solution, iron screws and uPVC tape and placing in position with proper
size M.S. centralizer @ 3 meter c/c. in strainer portion including blind pipe etc. complete
as per standard practice and accepted by the Engineer-in-charge.
meter
Tk.
103.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
Item No.
Description of Item
202
Unit
Unit Rate
27.29
Complete development of the tube-well by air compressor and pump of suitable capacity
by alternate surging and pumping until satisfactory yield of sand free water and the
turbidity condition is reached using necessary quantity of calgon and conducting step draw
down test before and after the development as per specification and accepted by the
Engineer-in-charge. (Development should be started within 24 hours of completion of
shrouding)
27.29.1
Wells up to 200 m depth
each
Tk. 38,560.00
27.29.2
Wells beyond 200 m depth
each
Tk. 46,272.00
27.30
Pumping test of the well by designed turbine/submersible pump with supply of testing
equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including
yield drawn and recovery test etc. complete as per specification and accepted by the
Engineer-in-charge.
hour
Tk.
984.00
27.31
Disinfections of the well including supply of sufficient quantity of bleaching powder (33%
strength) chlorinated water having 150 ppm available free chlorine etc. complete as per
standard specification and accepted by the Engineer-in-charge.
each
Tk.
1,777.00
27.32
Filling of the borehole around the tube-well from top of the shrouding up to the bottom of
sanitary seal by withdrawn selected soil or local clay free from any substances harmful to
pipes and health as per standard specification and accepted by the Engineer-in-charge.
meter
Tk.
42.00
27.33
Protective top cover: Supplying and fitting fixing best quality 250 mm dia 4 mm thick
M.S. pipe, 1.0 m (3'-4") long one, end blocked with 300 mm dia 4 mm thick M.S. plate and
other end minimum 300 (1'-0") embedded in sanitary seal for protection of uPVC Housing
pipe as per standard specification and accepted by the Engineer-in-charge.
each
Tk.
9,356.00
INSTALLATION OF 150 mm x 200 mm & 150 mm x 250 mm DIA SHROUDED
PRODUCTION WELL WITH uPVC PIPE
27.34
Boring: Execution of 600 mm dia boring through all sorts of strata by reverse circulation or
any other approved method (Method other than reverse circulation is to be applied only for
wells deeper than 152 meter). Boring for 600 mm dia vertical hole up to designed depth
and collection of soil samples at every 3 meter interval or as required and at every change
in soil stratum including sinking and withdrawing necessary casing pipe and all necessary
arrangements complete as per specification and accepted by the Engineer-in-charge.
(Measurement will be allowed from E.G.L. to bottom of the blind pipe and the rate is
inclusive of the cost of extra depth or of further boring required due to caving and siltation)
27.34.1
From 0.0 m to 50 m = 50 m
meter
Tk.
1,279.00
27.34.2
From 50 m to 100 m = 50 m
meter
Tk.
1,470.00
27.34.3
From 100 m to 152 m = 52 m
meter
Tk.
1,691.00
27.34.4
From 152 m to 200 m = 48 m
meter
Tk.
1,945.00
27.34.5
From 200 m to 250 m = 50 m
meter
Tk.
2,236.00
27.34.6
Beyond 250 m
meter
Tk.
2,572.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
Item No.
Description of Item
Unit
203
Unit Rate
27.35
Supplying the following tube well fixtures and pipes having density 1350 kg/m3,
opacity 0.2% of visible light as per ISO 7686, minimum required strength 25 MPa
conforming to BDS-1:2013, 4.4.1, 4.4.2 at working site as per standard practice and
accepted by the Engineer-in-charge.
27.35.1
Best quality 150 mm dia uPVC cap for blind pipe/ sand trap.
each
Tk.
537.00
27.35.2.1
150 mm dia water grade (Class C) uPVC blind pipe/ sand trap having wall thickness 6.6
mm to 7.6 mm
meter
Tk.
1,138.00
27.35.2.2
150 mm dia water grade (Class D) uPVC blind pipe/ sand trap having wall thickness 8.8
mm to 10.2 mm
meter
Tk.
1,339.00
27.35.2.3
150 mm dia water grade (Class E) uPVC blind pipe/ sand trap having wall thickness 10.8
mm to 12.5 mm
meter
Tk.
1,842.00
27.35.3.1
150 mm dia strainer of any slot as per design made with water grade (Class C) uPVC pipe
of wall thickness 6.6 to 7.6 mm
meter
Tk.
1,196.00
27.35.3.2
150 mm dia strainer of any slot as per design made with water grade (Class D) uPVC pipe
of wall thickness 8.8 to 10.2 mm
meter
Tk.
1,397.00
27.35.3.3
150 mm dia strainer of any slot as per design made with water grade (Class E) uPVC pipe
of wall thickness 10.8 to 12.5 mm
meter
Tk.
1,900.00
27.35.4.1
Best quality 150 mm x 200 mm dia uPVC Reducer
each
Tk.
1,246.00
27.35.4.2
Best quality 150 mm x 250 mm dia uPVC Reducer
each
Tk.
1,488.00
27.35.5.1
200 mm dia water grade (Class C) uPVC housing pipe of wall thickness 7.8 mm to 9.0 mm
meter
Tk.
1,721.00
27.35.5.2
200 mm dia water grade (Class D) uPVC housing pipe of wall thickness 10.3 mm to 11.9
mm
meter
Tk.
2,295.00
27.35.5.3
200 mm dia water grade (Class E) uPVC housing pipe of wall thickness12.6 mm to 14.8
mm
meter
Tk.
2,687.00
27.35.5.4
250 mm dia water grade (Class C) uPVC housing pipe of wall thickness 9.7 mm to 11.2
mm
meter
Tk.
2,687.00
27.35.5.5
250 mm dia water grade (Class D) uPVC housing pipe of wall thickness 12.8 mm to 14.8
mm
meter
Tk.
3,753.00
27.35.5.6
250 mm dia water grade (Class E) uPVC housing pipe of wall thickness 15.7 mm to 18.1
mm
meter
Tk.
4,458.00
27.35.6
Supplying of centralizer made with 12 mm dia M.S. rod of approved design
meter
Tk.
379.00
27.36
Complete installation of 150 mm dia uPVC tube-well fixtures such as expanded top
pipes, reducer, tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing with best
quality uPVC solution, iron screws and uPVC tape and placing in position with proper size
M.S. centralizer @ 3 meter c/c in strainer portion including blind pipe etc. complete as per
standard practice and accepted by the Engineer-in-charge.
meter
Tk.
106.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
Item No.
Description of Item
204
Unit
Unit Rate
27.37
Complete development of the tube well by suitable air compressor and pump of suitable
capacity by alternate surging and pumping until satisfactory yield, sand free water and the
turbidity condition is reached using necessary quantity of calgon and conducting step draw
down test before and after the development as per specification and accepted by the
Engineer-in-charge. (Development should be started within 24 hours of completion of
shrouding)
27.37.1
Wells up to 200 m depth
each
Tk. 46,104.00
27.37.2
Wells beyond 200 m depth
each
Tk. 52,252.00
27.38
Pumping test of the well by designed turbine/submersible pump with supply of testing
equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including
yield drawn and recovery test etc. complete as per specification and accepted by the
Engineer-in-charge.
hour
Tk.
1,120.00
27.39
Disinfections of the well including supply of sufficient quantity of bleaching powder (33%
strength) chlorinated water having 150 ppm available free chlorine etc. complete as per
standard specification and accepted by the Engineer-in-charge.
each
Tk.
2,133.00
27.40
Filling of the borehole around the tube well from top of the shrouding up to the bottom of
sanitary seal by withdrawn selected soil or local clay as free from any substances harmful
to pipes and health per standard specification and accepted by the Engineer-in-charge.
meter
Tk.
57.00
27.41
Protective top cover: Supplying fitting and fixing of best quality 250 mm dia 4 mm thick
M.S. pipe 1.0 m (3'-4") long one end blocked with 300 dia 4 mm thick M.S. plate and other
end minimum 300 (1'-0") embedded in sanitary seal for protection of uPVC Housing pipe
as per standard specification and accepted by the Engineer-in-charge.
each
Tk.
9,261.00
INSTALLATION OF 150 mm x 300 mm DIA SHROUDED
PRODUCTION WELL WITH G.I. PIPE
27.42
Boring: Execution of 600 mm dia boring through all sorts of strata by reverse circulation or
any other approved method (Method other than reverse circulation is to be applied only for
wells deeper than 152 meter) for boring 600 mm dia vertical hole up to designed depth
and collection of soil samples at every 3 meter interval and at every change of formation
including sinking and withdrawing necessary casing pipe and all necessary arrangements
complete as per specification and accepted by the Engineer-in-charge. (Measurement will
be allowed from G.L. to bottom of the blind pipe and the rate is inclusive of the cost of
extra depth of boring required for caving and siltation)
27.42.1
From 0.0 m to 50 m = 50 m
meter
Tk.
1,279.00
27.42.2
From 50 m to 100 m = 50 m
meter
Tk.
1,470.00
27.42.3
From 100 m to 152 m = 52 m
meter
Tk.
1,691.00
27.42.4
From 152 m to 200 m = 48 m
meter
Tk.
1,945.00
27.42.5
From 200 m to 250 m = 50 m
meter
Tk.
2,236.00
27.42.6
Beyond 250 m
meter
Tk.
2,572.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
Item No.
Description of Item
Unit
205
Unit Rate
27.43
Supplying the following tube well fixtures and pipes conforming to standard BS-1387
& BDS-1031, having chemical composition (in%) carbon 0.17-0.25, manganese 0.95-1.20,
sulphur 0.060 max, phosphorous 0.060 max, tensile properties: miminum yield strength
188 MPa, minimum tensile strength 313 MPa and marking for a) manufacturer b) material
c) wall thickness d) nominal outside dia e) intended use etc. on the body of the pipe at
working site as per standard practice and accepted by the Engineer-in-charge.
27.43.1
150 mm dia M.S. cap 6 mm thick for blind pipe/sand trap
each
Tk.
1,362.00
27.43.2
150 mm dia G.I. Pipe having wall thickness 5.4 mm, weight 21.2 kg/m can withstand 50
kg/ cm2 hydraulic pressure for blind pipe/sand trap
meter
Tk.
3,509.00
27.43.3
150 mm dia strainer of slot opening as per design including tagging 4 Nos. 12 mm dia
M.S. rod continuously.
27.43.3.1
Stainless steel strainer of continuous slot having weight 28.84 kg per meter.
meter
Tk. 16,003.00
27.43.3.2
2.50 mm thick stainless steel Bridge type strainer.
meter
Tk. 11,836.00
27.43.4
150 mm x 300 mm dia M.S. reducer of minimum thickness of 6 mm.
each
Tk.
2,850.00
27.43.5
300 mm dia 6 mm minimum thick M.S. housing pipe (Welded)
meter
Tk.
6,772.00
27.43.6
300 mm dia 6 mm minimum thick M.S. housing pipe (Seamless)
meter
Tk.
9,249.00
27.43.7
Centralizer made with 12 mm dia M.S. rod of approved design.
each
Tk.
379.00
27.43.8
350 mm dia M.S. cap having 6 mm thick for housing pipe covering.
each
Tk.
2,275.00
27.44
Complete installation of 150 mm dia deep tube-well fixtures such as expanded top
pipes, reducer, tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing socket,
welding and additional welding with fibre and placing in position with proper size M.S.
centralizer @ 3 meter c/c in strainer portion including. blind pipe etc. complete as per
standard practice and accepted by the Engineer-in-charge.
meter
Tk.
461.00
27.45
Complete development of the tube well by suitable air compressor and pump of suitable
capacity by alternate surging and pumping until satisfactory yield, sand free water and the
turbidity condition is reached using necessary quantity of calgon and conducting step draw
down test before and after the development as per specification and accepted by the
Engineer-in-charge.
(Development should be started within 24 hours of completion of shrouding)
27.45.1
Wells up to 200 m depth
each
Tk. 46,104.00
27.45.2
Wells beyond 200 m depth
each
Tk. 52,252.00
27.46
Pumping test of the well by designed turbine/submersible pump with supply of testing
equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including
yield drawn and recovery test etc. complete as per specification and accepted by the
Engineer-in-charge.
hour
Tk.
1,153.00
27.47
Disinfections of the well including supply of sufficient quantity of bleaching powder (33%
strength) chlorinated water having 150 ppm available free chlorine etc. complete as per
standard specification and accepted by the Engineer-in-charge.
each
Tk.
2,177.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
Item No.
27.48
206
Description of Item
Unit
Unit Rate
Filling of the borehole around the tube well from top of the shrouding up to the bottom of
sanitary seal by withdrawn selected soil or local clay free from any substances harmful to
pipes and health as per standard specification and accepted by the Engineer-in-charge.
meter
Tk.
57.00
INSTALLATION OF 200 mm x 400 mm DIA SHROUDED
PRODUCTION WELL WITH G.I. PIPE
27.49
Boring: Execution of 800 mm dia boring through all sorts of strata by reverse circulation or
any other approved method (Method other than reverse circulation is to be applied only
for wells deeper than 152 meter). For boring 800 mm dia vertical hole up to designed
depth and collection of soil samples at every 3 meter interval and at every change of
formation including sinking and withdrawing necessary casing pipe and all necessary
arrangements complete as per specification and accepted by the Engineer-in-charge.
(Measurement will be allowed form G.L. to bottom of the blind pipe and the rate is required
for caving and siltation)
27.49.1
From 0.0 m to 50 m = 50 m
meter
Tk.
1,518.00
27.49.2
From 50 m to 100 m = 50 m
meter
Tk.
1,745.00
27.49.3
From 100 m to 152 m = 52 m
meter
Tk.
2,007.00
27.49.4
From 152 m to 200 m = 48 m
meter
Tk.
2,308.00
27.49.5
From 200 m to 250 m = 50 m
meter
Tk.
2,655.00
27.49.6
Beyond 250 m
meter
Tk.
3,053.00
27.50
Supplying the following tube-well fixtures and pipes conforming to standard BS-1387
& BDS-1031, having chemical composition (in%) carbon 0.17-0.25, manganese 0.95-1.20,
sulphur 0.060 max, phosphorous 0.060 max, tensile properties: miminum yield strength
188 MPa, minimum tensile strength 313 MPa and marking for a) manufacturer b) material
c) wall thickness d) nominal outside dia e) intended use etc. on the body of the pipe at
working site as per standard practice and accepted by the Engineer-in-charge.
27.50.1
200 mm dia M.S. cap 6mm thick for blind pipe/ sand strap
each
Tk.
1,747.00
27.50.2
200 mm dia 6 mm thick tube well pipe and blank G.I. pipe of wt. 33.45 kg per meter can
withstand minimum 700 psi hydraulic pressure.
meter
Tk.
7,505.00
27.50.3
200 mm dia strainer of slot opening as per design including tagging 4 nos 12 mm dia M.S.
rod continuously.
meter
27.50.3.1
200 mm dia stainless steel strainer of continuous slot having 38.36 kg per meter.
meter
Tk. 18,719.00
27.50.3.2
200 mm dia 2.5 mm thick stainless steel bridge type strainer
meter
Tk. 12,529.00
27.50.4
200 mm x 400 mm dia 6 mm thick M.S. reducer.
each
Tk.
27.50.5
400 mm dia 6 mm thick M.S. housing pipe (Welded)
meter
Tk. 10,536.00
27.50.6
400 mm dia 6 mm thick M.S. housing pipe (Seamless)
meter
Tk.
12,871.00
27.50.7
Centralizer made with 12 mm dia M.S. rod of approved design
each
Tk.
379.00
2,932.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
Item No.
Description of Item
Unit
207
Unit Rate
27.50.8
450 mm dia M.S. cap of 6 mm thick for housing pipe covering.
each
Tk.
490.00
27.51
Complete installation of 200 mm dia deep tube well fixtures such as expanded top
pipes, reducer, and tube well pipes, strainer, blind pipe. pipe cap etc. Fitting and fixing
socket, welding and additional welding with fibre and placing in position with proper size
M.S. centralizer @ 3 meter c/c in strainer position including blind pipe etc. complete as per
standard practice and accepted by the Engineer-in-charge.
meter
Tk.
503.00
27.52
Complete development of the tube well by suitable air compressor and pump of suitable
capacity by alternate surging and pumping until satisfactory yield, sand free water and the
turbidity condition is reached using necessary quantity of calgon and conducting step draw
down test before and after the development as per specification and accepted by the
Engineer-in-charge.
(Development should be started within 24 hours of completion of shrouding).
27.52.1
Wells up to 200 m depth
each
Tk. 42,896.00
27.52.2
Wells beyond 200 m depth
each
Tk. 47,943.00
27.53
Pumping test of the well by designed turbine/submersible pump with supply of testing
equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including
yield drawn and recovery test etc. complete as per specification and accepted by the
Engineer-in-charge.
hour
Tk.
1,198.00
27.54
Disinfections of the well including supply of sufficient quantity of bleaching powder (33%
strength) chlorinated water having 150 ppm available free chlorine complete as per
standard specification and accepted by the Engineer-in-charge.
each
Tk.
2,488.00
27.55
Filling of the borehole around the tube well from top of the shrouding up to the bottom of
sanitary seal by withdrawn selected soil or local clay free from any substances harmful to
pipes and health as per standard specification and accepted by the Engineer-in-charge.
meter
Tk.
57.00
INSTALLATION OF 50 mm x 150 mm DIA SHROUDED
PRODUCTION WELL WITH G.I. PIPE
27.56
Boring: Execution of 325 mm dia boring through all sorts of strata by reverse circulation or
any other approved method (Method other than reverse circulation is to be applied only for
wells deeper than 152 meter) for boring 325 mm dia vertical hole up to designed depth
and collection of soil samples at every 3 meter interval and at every change of formation
including sinking and withdrawing necessary casing pipe and all necessary arrangements
complete as per specification and accepted by the Engineer-in-charge. (Measurement will
be allowed from G.L. to bottom of the blind pipe and the rate is inclusive of the cost of
extra depth of boring required for caving and siltation)
27.56.1
From 0.0 m to 50 m = 50 m
meter
Tk.
939.00
27.56.2
From 50 m to 100 m = 50 m
meter
Tk.
1,080.00
27.56.3
From 100 m to 152 m = 52 m
meter
Tk.
1,242.00
27.56.4
From 152 m to 200 m = 48 m
meter
Tk.
1,428.00
27.56.5
From 200 m to 250 m = 50 m
meter
Tk.
1,642.00
27.56.6
Beyond 250 m
meter
Tk.
1,889.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
Item No.
Description of Item
Unit
208
Unit Rate
27.57
Supplying the following tube-well fixtures and pipes conforming to standard BS-1387
& BDS-1031, having chemical composition (in%) carbon 0.17-0.25, manganese 0.95-1.20,
sulphur 0.060 max, phosphorous 0.060 max, tensile properties: miminum yield strength
188 MPa, minimum tensile strength 313 MPa and marking for a) manufacturer b) material
c) wall thickness d) nominal outside dia e) intended use etc. on the body of the pipe at
working site as per standard practice and accepted by the Engineer-in-charge.
27.57.1
150 mm dia 6mm thick M.S. cap for blind pipe/ sand trap.
each
Tk.
1,362.00
27.57.2
50 mm dia 4.85 mm thick tube well pipe and blank G.I. pipe
meter
Tk.
592.00
27.57.3
50 mm dia strainer of slot opening as per design including tagging 4 nos 12 mm dia M.S.
rod continuously.
27.57.3.1
50 mm dia stainless steel strainer of continuous slot having 28.84 kg per meter.
meter
Tk.
6,283.00
27.57.3.2
50 mm dia 2.5 mm thick stainless steel bridge type strainer
meter
Tk.
6,283.00
27.57.4
50 mm x 150 mm dia 6 mm thick M.S. reducer.
each
Tk.
1,099.00
27.57.5
150 mm dia 6 mm thick M.S. housing pipe (Welded).
meter
Tk.
5,023.00
27.57.6
150 mm dia 6 mm thick M.S. housing pipe (Seamless).
meter
Tk.
4,419.00
27.57.7
Centralizer made with 12 mm dia M.S. rod of approved design.
each
Tk.
379.00
27.57.8
150 mm dia M.S. cap of 6 mm thick for housing pipe covering.
each
Tk.
1,795.00
27.58
Complete installation of 50 mm dia deep tube-well fixtures such as expanded top
pipes, reducer, tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing socket,
welding and additional welding with fibre and placing in position with proper size M.S.
centralizer @ 3 meter c/c in strainer portion including. blind pipe etc. complete as per
standard practice and accepted by the Engineer-in-charge
meter
Tk.
461.00
27.59
Compete development of the tube well by suitable air compressor and pump of suitable
capacity by alternate surging and pumping until satisfactory yield, sand free water and the
turbidity condition is reached using necessary quantity of calgon and conducting step draw
down test before and after the development as per specification and accepted by the
Engineer-in-charge
(Development should be started within 24 hours of completion of shrouding)
27.59.1
Wells up to 200 m depth
each
Tk. 23,272.00
27.59.2
Wells beyond 200 m depth
each
Tk. 26,375.00
27.60
Pumping test of the well by designed turbine/submersible pump with supply of testing
equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including
yield drawn and recovery test etc. complete as per specification and accepted by the
Engineer-in-charge.
hour
Tk.
962.00
27.61
Disinfections of the well including supply of sufficient quantity of bleaching powder (33%
strength) chlorinated water having 150 ppm available free chlorine etc. complete as per
standard specification and accepted by the Engineer-in-charge.
each
Tk.
1,244.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
Item No.
27.62
209
Description of Item
Unit
Unit Rate
Filling of the borehole around the tube well from top of the shrouding up to the bottom of
sanitary seal by withdrawn selected soil or local clay free from any substances harmful to
pipes and health as per standard specification and accepted by the Engineer-in-charge.
meter
Tk.
33.00
INSTALLATION OF 75 mm x 150 mm DIA SHROUDED
PRODUCTION WELL WITH G.I. PIPE
27.63
Boring: Execution of 350 mm dia boring through all sorts of strata by reverse circulation or
any other approved method (Method other than reverse circulation is to be applied only for
wells deeper than 152 meter) for boring 350 mm dia vertical hole up to designed depth
and collection of soil samples at every 3 meter interval and at every change of formation
including sinking and withdrawing necessary casing pipe and all necessary arrangements
complete as per specification and accepted by the Engineer-in-charge. (Measurement will
be allowed from G.L. to bottom of the blind pipe and the rate is inclusive of the cost of
extra depth of boring required for caving and siltation)
27.63.1
From 0.0 m to 50 m = 50 m
meter
Tk.
988.00
27.63.2
From 50 m to 100 m = 50 m
meter
Tk.
1,136.00
27.63.3
From 100 m to 152 m = 52 m
meter
Tk.
1,307.00
27.63.4
From 152 m to 200 m = 48 m
meter
Tk.
1,503.00
27.63.5
From 200 m to 250 m = 50 m
meter
Tk.
1,728.00
27.63.6
Beyond 250 m
meter
Tk.
1,987.00
27.64
Supplying the following tube-well fixtures and pipes conforming to standard BS-1387
& BDS-1031, having chemical composition (in%) carbon 0.17-0.25, manganese 0.95-1.20,
sulphur 0.060 max, phosphorous 0.060 max, tensile properties: miminum yield strength
188 MPa, minimum tensile strength 313 MPa and marking for a) manufacturer b) material
c) wall thickness d) nominal outside dia e) intended use etc. on the body of the pipe at
working site as per standard practice and accepted by the Engineer-in-charge.
27.64.1
150 mm dia 6mm thick M.S. cap for blind pipe/ sand trap.
each
Tk.
1,357.00
27.64.2
75 mm dia 4.85 mm thick tube well pipe and blank G.I. pipe
meter
Tk.
883.00
27.64.3
75 mm dia strainer of slot opening as per design including tagging 4 Nos. 12 mm dia M.S.
rod continuously.
27.64.3.1
75 mm dia stainless steel strainer of continuous slot having 28.84 kg per meter.
meter
Tk.
8,411.00
27.64.3.2
75 mm dia 2.5 mm thick stainless steel bridge type strainer
meter
Tk.
8,411.00
27.64.4
75 mm x 150 mm dia 6 mm thick M.S. reducer.
meter
Tk.
1,099.00
27.64.5
150 mm dia 6 mm thick M.S. housing pipe (Welded)
meter
Tk.
5,023.00
27.64.6
150 mm dia 6 mm thick M.S. housing pipe (Seamless)
meter
Tk.
4,419.00
27.64.7
Centralizer made with 12 mm dia M.S. rod of approved design
each
Tk.
379.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
Item No.
Description of Item
Unit
210
Unit Rate
27.64.8
150 mm dia M.S. cap of 6 mm thick for housing pipe covering.
meter
Tk.
1,795.00
27.65
Complete installation of 75 mm dia deep tube-well fixtures such as expanded top
pipes, reducer, tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing socket,
welding and additional welding with fibre and placing in position with proper size M.S.
centralizer @ 3 meter c/c in strainer portion including blind pipe etc. complete as per
standard practice and accepted by the Engineer-in-charge.
meter
Tk.
447.00
27.66
Complete development of the tube well by suitable air compressor and pump of suitable
capacity by alternate surging and pumping until satisfactory yield, sand free water and the
turbidity condition is reached using necessary quantity of calgon and conducting step draw
down test before and after the development as per specification and accepted by the
Engineer-in-charge (Development should be started within 24 hours of completion of
shrouding).
27.66.1
Wells up to 200 m depth
each
Tk. 31,419.00
27.66.2
Wells beyond 200 m depth
each
Tk. 35,608.00
27.67
Pumping test of the well by designed turbine/submersible pump with supply of testing
equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including
yield drawn and recovery test etc. complete as per specification and accepted by the
Engineer-in-charge.
hour
Tk.
1,041.00
27.68
Disinfections of the well including supply of sufficient quantity of bleaching powder (33%
strength) chlorinated water having 150 ppm available free chlorine etc. complete as per
standard specification and accepted by the Engineer-in-charge.
each
Tk.
1,511.00
27.69
Filling of the borehole around the tube well from top of the shrouding up to the bottom of
sanitary seal by withdrawn selected soil or local clay free from any substances harmful to
pipes and health as per standard specification and accepted by the Engineer-in-charge.
meter
Tk.
38.00
INSTALLATION OF 100 mm x 200 mm DIA SHROUDED
PRODUCTION WELL WITH G.I. PIPE
27.70
Boring: Execution of 400 mm dia boring through all sorts of strata by reverse circulation or
any other approved method (Method other than reverse circulation is to be applied only for
wells deeper than 152 meter) for boring 400 mm dia vertical hole up to designed depth
and collection of soil samples at every 3 meter interval and at every change of formation
including sinking and withdrawing necessary casing pipe and all necessary arrangements
complete as per specification and accepted by the Engineer-in-charge. (Measurement will
be allowed from G.L. to bottom of the blind pipe and the rate is inclusive of the cost of
extra depth of boring required for caving and siltation)
27.70.1
From 0.0 m to 50 m = 50 m
meter
Tk.
1,031.00
27.70.2
From 50 m to 100 m = 50 m
meter
Tk.
1,186.00
27.70.3
From 100 m to 152 m = 52 m
meter
Tk.
1,364.00
27.70.4
From 152 m to 200 m = 48 m
meter
Tk.
1,569.00
27.70.5
From 200 m to 250 m = 50 m
meter
Tk.
1,804.00
27.70.6
Beyond 250 m
meter
Tk.
2,074.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
Item No.
Description of Item
Unit
211
Unit Rate
27.71
Supplying the following tube-well fixtures and pipes conforming to standard BS-1387
& BDS-1031, having chemical composition (in%) carbon 0.17-0.25, manganese 0.95-1.20,
sulphur 0.060 max, phosphorous 0.060 max, tensile properties: miminum yield strength
188 MPa, minimum tensile strength 313 MPa and marking for a) manufacturer b) material
c) wall thickness d) nominal outside dia e) intended use etc. on the body of the pipe at
working site as per standard practice and accepted by the Engineer-in-charge.
27.71.1
Supplying 150 mm dia 6mm thick M.S. cap for blind pipe/ sand trap.
each
Tk.
1,362.00
27.71.2
Supplying 100 mm dia 6 mm thick tube well pipe and blank G.I. pipe
meter
Tk.
1,325.00
27.71.3
100 mm dia strainer of slot opening as per design including tagging 4 Nos. 12 mm dia
M.S. rod continuously.
27.71.3.1
Supplying 100 mm dia stainless steel strainer of continuous slot having 28.84 kg per
meter.
meter
Tk.
7,256.00
27.71.3.2
Supplying 100 mm dia 2.5 mm thick stainless steel bridge type strainer
meter
Tk.
7,256.00
27.71.4
Supplying 100 mm x 200 mm dia 6 mm thick M.S. reducer.
each
Tk.
1,362.00
27.71.5
Supplying 200 mm dia 6 mm thick M.S. housing pipe (Welded)
meter
Tk.
4,184.00
27.71.6
Supplying 200 mm dia 6 mm thick M.S. housing pipe (Seamless)
meter
Tk.
4,585.00
27.71.7
Supplying centralizer made with 12 mm dia M.S. rod of approved design
each
Tk.
227.00
27.71.8
Supplying 200 mm dia M.S. cap of 6 mm thick for housing pipe covering.
each
Tk.
2,320.00
27.72
Complete installation of 100 mm dia deep tube-well fixtures such as expanded top pipes,
reducer, and tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing socket,
welding and additional welding with fibre and placing in position with proper size M.S.
centralizer @ 3 meter c/c in strainer portion including blind pipe etc. complete as per
standard practice and accepted by the Engineer-in-charge
meter
Tk.
503.00
27.73
Complete development of the tube well by suitable air compressor and pump of suitable
capacity by alternate surging and pumping until satisfactory yield, sand free water and the
turbidity condition is reached using necessary quantity of calgon and conducting step draw
down test before and after the development as per specification and accepted by the
Engineer-in-charge
(Development should be started within 24 hours of completion of shrouding)
27.73.1
Wells up to 200 m depth
each
Tk. 38,560.00
27.73.2
Wells beyond 200 m depth
each
Tk. 43,701.00
27.74
Pumping test of the well by designed turbine/submersible pump with supply of testing
equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including
yield drawn and recovery test etc. complete as per specification and accepted by the
Engineer-in-charge
hour
Tk.
1,086.00
27.75
Disinfections of the well including supply of sufficient quantity of bleaching powder (33%
strength) chlorinated water having 150 ppm available free chlorine etc. complete as per
standard specification and accepted by the Engineer-in-charge
each
Tk.
1,777.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
Item No.
27.76
212
Description of Item
Unit
Unit Rate
Filling of the borehole around the tube well from top of the shrouding up to the bottom of
sanitary seal by withdrawn selected soil or local clay free from any substances harmful to
pipes and health as per standard specification and accepted by the Engineer-in-charge
meter
Tk.
43.00
INSTALLATION OF 40 MM DIA uPVC HAND TUBE WEL
27.77
Supplying and sinking of 40 mm dia water grade uPVC tube well pipe having wall
thickness 2.5 mm to 3.0 mm including trial boring and with all necessary fittings as
required etc. all complete and accepted by the Engineer-in-charge.
27.77.1
40 mm dia pipe up to 60 m depth
meter
Tk.
182.00
27.77.2
40 mm dia pipe beyond 60 m depth
meter
Tk.
329.00
27.78
Supplying and sinking of 3 m long uPVC strainer with all necessary fittings as required
etc. complete and accepted by the Engineer-in-charge.
each
Tk.
500.00
27.79
Supplying, fitting and fixing of No. 6 pump for 40 mm dia tube well with all necessary
fittings including 0.61 m long 40 mm dia G.I. Pipe etc. all complete as per accepted by the
Engineer-in-charge.
each
Tk.
3,252.00
27.80
Construction of platform of size 1.4 m x 1.0 m and outlet drain up to1 meter long, as per
drawing with 75 mm thick cement concrete of f'c min 17 MPa with brick chips and cement
content relates to 1:2:4, over a brick flat soling and providing 125 mm x 75mm brick band
in 1:6 all around, including finished with 12 mm thick cement plaster in 1:4 followd by neat
cement finishing all complete and accepted by the Engineer-in-charge.
each
Tk.
4,946.00
DEEP SET HAND OPERATED TUBE WELL
27.81
Supplying and sinking uPVC, tube well pipe, uPVC strainer including trial boring with
all necessary fittings as required etc. all complete and accepted by the Engineer-incharge.
27.81.1
50 mm dia water grade uPVC pipe having wall thickness 2.5 mm to 3 mm
meter
Tk.
466.00
27.81.2
40 mm dia water grade uPVC pipe having wall thickness 2.5 mm to 3 mm
meter
Tk.
266.00
27.81.3
40 mm dia uPVC strainer 3.0 m long
each
Tk.
500.00
27.82
Supplying, fitting and fixing of deep set tube well pump (Hand set) with all necessary
fittings as required such as No. 6 pump, 50 mm dia G.I. pipe 0.61 m long, 50 mm x 40 mm
reducing socket, 40 mm dia pipe Nipple 1.22 m long cylinder, tie foot ball, tie plunger, 3
Nos. 10 mm dia sockets, 4 Nos. 10mm dia nuts, 5 Nos. end threaded 10 mm dia M.S. rod
3 m long, necessary quantity of solution and tape etc. complete and accepted by the
Engineer-in-charge.
each
Tk.
6,187.00
PWD SoR 2018 for Civil Works
DEEP TUBE-WELL
213
uPVC pipe selection for deep tube well depending on depth
Normal size
(inner dia)
Class C Pipe
Class D Pipe
Class E Pipe
mm
Wall Thickness
(mm)
Depth of well to
be continued (ft)
Wall Thickness
(mm)
Depth of well to
be continued (ft)
Wall Thickness
(mm)
Depth of well to
be continued (ft)
50
2.5 - 3.0
260‟-0”
3.1 – 3.7
600‟-0”
3.9 - 4.5
900‟-0”
75
3.5 – 4.1
200‟-0”
4.0 – 4.6
600‟-0”
5.7 – 6.6
900‟-0”
100
4.5 – 5.2
200‟-0”
6.0 – 6.9
600‟-0”
7.3 – 8.4
900‟-0”
125
5.5 – 6.4
200‟-0”
7.3 - 8.4
400‟-0”
9.0 – 10.4
800‟-0”
150
6.6 – 7.6
200‟-0”
8.8 – 10.2
400‟-0”
10.8 – 12.5
800‟-0”
200
7.8 – 9.0
200‟-0”
10.3 – 11.9
400‟-0”
-
-
250
9.7 -11.12
200‟-0”
12.8 – 14.8
400‟-0”
-
-
………………….. END OF DIVISION TWENTY SEVEN …………………..
PWD SoR 2018 for Civil Works
GAS CONNECTION WORKS
214
DIVISION 28 : GAS CONNECTION WORKS
Item No.
Description of Item
Unit
Unit Rate
PART-A (LOW PRESSURE LINE)
28.1
Pipe line installation: Installation of 50 psi, APl, 5L, Grade-B, ERW Natural pipe line for
supplying Titas Gas including, supplying, fitting, fixing and laying different sizes M.S. pipes
with necessary tape and primer including cutting trenches (450 mm x 910 mm) in all kinds
of soil, cleaning, cutting, applying coal-tar, wrapping the pipes and back filling the
trenches, excavating earth including leveling, dressing and removing excess earth in all
respect as per specification of Titas Gas T and D Co. Ltd. and accepted by the Engineerin-charge. [Rate is excluding the cost of welding and back filling with sand at the bottom by
300 mm in thickness (compacted)] (Pipes manufactured by National Tubes Limited under
Steel & Engineeing Corporation, Ministry of Industries, Government of Bangladesh shall
be given priority)
28.1.1
75 mm N.D (88.90 mm O.D) M.S pipe, weight of min 8.3 kg/m, standard test pressure 176
kg/ m2, wall thickness of min 11.29 mm
meter
Tk.
1,768.00
28.1.2
50 mm N.D. (60.30 mm O.D) M.S pipe, weight of min 5.44 kg/m, standard test pressure
176 kg/ m2, wall thickness of min 3.91 mm
meter
Tk.
1,198.00
28.1.3
25 mm N.D. (33.40 mm O.D) M.S pipe weight of min 2.50 kg/m, standard test pressure 50
kg/ m2, wall thickness of min 3.38 mm
meter
Tk.
682.00
28.1.4
20 mm N.D. (26.70 mm O.D) M.S pipe weight of min 1.68 kg/m, standard test pressure 50
kg/ m2, wall thickness of min 2.87 mm
meter
Tk.
522.00
28.2
Back filling the trenches with sand (F.M 0.8) in 150 mm layer, compaction of each layer
up to finished level as per standard practice and accepted by the Engineer-in-charge.
cum
Tk.
683.00
28.3
Providing Butt welded joints with pipes to Tees, Elbows, Saddles, end caps etc above or
below ground including. cutting and V-leveling in each end of the pipe, grinding by
machine etc. complete as per specification of Titas Gas T and D C Ltd. and accepted by
the Engineer-in-charge.
28.3.1
75 mm N.D (88.90 mm O.D)
each
Tk.
192.00
28.3.2
50 mm N.D (60.30 mm O.D)
each
Tk.
163.00
28.3.3
25.mm N.D (33.40 mm O.D)
each
Tk.
128.00
28.3.4
20 mm N.D (26.70 mm O.D)
each
Tk.
109.00
28.4
Supplying, fitting and fixing the following materials including carriage to the work site from
Titas Gas Store as per specification of Titas Gas (T and D) Co. Ltd. and accepted by the
Engineer-in-charge. (Rate is excluding the cost of welding)
28.4.1
50 mm x 50 mm x 50 mm (N.D) equal tee
each
Tk.
303.00
28.4.2
50 mm x 50 mm x 25 mm (N.D) reducing tee
each
Tk.
337.00
28.4.3
25 mm x 25 mm x 25 mm (N.D) equal tee
each
Tk.
208.00
28.4.4
50 mm x 90º elbow
each
Tk.
241.00
PWD SoR 2018 for Civil Works
GAS CONNECTION WORKS
Item No.
Description of Item
Unit
215
Unit Rate
28.4.5
25 mm x 90º elbow
each
Tk.
88.00
28.4.6
50 mm x 25 mm 45º elbow
each
Tk.
116.00
28.4.7
50 mm x 25 mm reducer.
each
Tk.
126.00
28.4.8
20 mm plug, socket
each
Tk.
353.00
28.4.9
50mm X 20 mm saddle
each
Tk.
275.00
28.4.10
50 mm dia end cap
each
Tk.
103.00
28.4.11
25 mm dia end cap
each
Tk.
72.00
28.5
Supplying, welding, fitting and fixing of different size valve tee/ service tee to connect the
pipe line with the Titas Gas Main pipe line etc. all complete in all respect as per
specification of Titas Gas T and D Co. Ltd. approved and accepted by the Engineer-incharge.
28.5.1
50 mm x 50 mm Valve Tee (50 mm and above 50 mm low pressure line)
each
Tk. 24,007.00
28.5.2
50 mm x 25 mm Valve Tee
each
Tk.
3,199.00
28.5.3
25 mm x 25 mm Service Tee
each
Tk.
4,262.00
28.5.4
50 mm x 25 mm Service Tee
each
Tk.
5,787.00
28.6
Supplying, fitting and fixing in position different dia I/F (Insulated Flange) etc. all complete
in all respect as per specification of Titas Gas T and D Co. Ltd. approved and accepted by
the Engineer-in-charge. 50 mm N.D. (60.30 mm O.D) Insulation Flange.
each
Tk.
7,305.00
28.7
Construction of 1520 mm x 1520 mm x 1370 mm (depth) water-tight valve pit, enclosed
by 250 mm thick brick wall in 1:6, plastered on each face in 1:4 with net cement finishing,
having a 75 mm thick C.C (1:3:6) bed upon a layer of brick flat soling, over laid by 38 mm
thick patent stone flooring including standard M.S. sheet valve pit cover as per drawing
and specification of Titas Gas T and D Co. Ltd. etc. all complete in all respect and
accepted by the Engineer-in-charge.
each
Tk. 74,053.00
28.8
Testing and purging the pipe lines properly as per specification of Titas Gas T and D
Co. Ltd. and accepted by the Engineer.
meter
Tk.
28.9
Supplying, fitting and fixing of ball valve class 150 RF including supplying of 2 Nos.
flange along with necessary nuts and bolts, welding the flange etc. all complete in all
respect as per specification of Titas Gas T and D Co. Ltd. approved and accepted by the
Engineer-in-charge.
28.9.1
50 mm ball valve class 150 RF. 2" dia
each
Tk. 17,234.00
28.9.2
25 mm ball valve class 150 RF.1" dia
each
Tk. 12,233.00
28.10
Cutting of permanent pucca (rigid/flexible) road and mending good the damages etc.
all complete in all respect and accepted by the Engineer-in-charge.
28.10.1
Bituminous Road
sqm
Tk.
28.00
756.00
PWD SoR 2018 for Civil Works
GAS CONNECTION WORKS
Item No.
28.10.2
Description of Item
R.C.C. Road
Unit
216
Unit Rate
sqm
Tk.
1,131.00
Part - B (Domestic & Commercial line)
28.11
Installation of Domestic or Commercial House line for supplying Titas Gas including
supplying, fitting and fixing in position different dia best quality G.I. Pipe (NT or equivalent)
along with all necessary G.I. fitting and accessories, cutting trenches, walls and floors etc.
and back filling the trenches, restoring walls and floors etc. all complete in all respect as
per specification of Titas Gas T and D Co. Ltd. and accepted by the Engineer-in-charge.
28.11.1
20 mm N.D
meter
Tk.
246.00
28.11.2
12 mm N.D.
meter
Tk.
212.00
28.12
Supplying, fitting and fixing in position different dia one-way brass stop cock (best quality
and heavy type) etc. complete in all respect as per specification of Titas Gas T and D Co.
Ltd. approved and accepted by the Engineer-in-charge.
meter
28.12.1
12 mm x 6 mm N.D.
each
Tk.
268.00
28.12.2
20 mm x 20 mm N.D.
each
Tk.
428.00
28.13
Testing and purging of the house line properly as per specifications Titas Gas T and D
Co. Ltd. and accepted by the Engineer-in-charge.
meter
Tk.
20.00
………………….. END OF DIVISION TWENTY EIGHT …………………..
PWD SoR 2018 for Civil Works
TERMITE TREATMENT WORKS
217
DIVISION 29 : TERMITE TREATMENT WORKS
Item No.
Description of Item
Unit
Unit Rate
29.1
Supplying anti-termite chemicals named DURS BAN 20 EC and mixing the same with
pure water in required proportion (For DURSBAN 20 EC I Ltd. in 19 liters of pure water)
and spraying the emulsified mixture @ 5 liters per square meter of soil surface by
chemical sprayer or by any other means to the sides and bottom of the foundation trench
and over plinth filling or floor bed accepted by the Engineer-in-charge.
sqm
Tk.
287.00
29.2
Extra cost for supplying anti termite chemicals named DURS BAN 20 EC and mixing
the same with pure water as per specification in item No. 1 and using the same emulsified
water as mixing water in cement-sand mortar of brick works in foundation and up to plinth
and accepted by the Engineer-in-charge.
cum
Tk.
2,113.00
29.3
Supplying anti-termite chemicals named DURS BAN 20 EC and mixing the same with
pure water as per specification in item No. 1 and spraying the emulsified mixture with hand
sprayer over both outside and inside back fill in foundation trenches @ 7.50 liters per
sqm of the vertical surface area of the foundation wall accepted by the Engineer-in-charge.
(The maximum depth of the back fill to be treated is 500 mm. and the measurement for
depth should not be given more than 500 mm)
sqm
Tk.
431.00
29.4
Anti-termite treatment in existing super structures by making downwardly slanting
holes at a required depth of 9" from the existing finished F.L/G.L inside and outside the
building and applying the emulsion of anti termite chemicals, named DURS BAN 20 EC
into the holes preparing chemical solution mixing with water at the ratio of chemical: water
= 1:19 maintaining a dosage rate of 250 ml per hole including supplying all materials and
repairing the holes all complete and accepted by the Engineer-in-charge.
per hole
Tk.
51.00
29.5
Trench treatment for protection against incoming termites to the establishment through
underground by making trench around existing building /structures at a required depth of
750 mm from existing level including supplying anti-termite chemicals named DURS BAN
20 EC preparing the solution to be mixed with water in the ratio of chemical: water = 1:19,
applying the solution into trench with the help of a chemical sprayer in three layers and
each layer follows a 250 mm thick back-fill in trench etc all complete and accepted by the
Engineer-in-charge.
meter
Tk.
279.00
29.6
Fumigation treatment (Pest Control) against mosquitoes, flies, bees, cockroaches,
spiders, silver fishes, lizards and other common pests and insects in wooden walls, bricks
walls, floors, doors and windows, furniture fanlight, carpets, records, curtains, electrical
conduits etc. with the application of fumigants such as Syngeata or NEOCIDOL-60 EC or
similar chemically equivalent govt. registered pest control products preparing chemical
solution mixing with water in the ratio of chemical: water = 1:100, applying with the help of
electrically/mechanically operated jet fogging machine, swing fog, dyna fog, pneumatic
hand sprayer, knap sac hand sprayer in air-tight position, after fumigation the surface will
be kept remain at air-tight condition at least for 3 (three) hours etc. complete and accepted
by the Engineer-in-charge.(Volume of the room will be considered towards measurement.)
cum
Tk.
32.00
29.7
Anti termite treatment of all wooden doorframes, window frames, wood paneling
etc. by using DURS BAN 20 EC emulsion in the ratio of 1 liter. DURS BAN 20 EC + 19
liters of Kerosene oil suitable for wood, plywood, particle board, hard board etc. on both
surfaces by brush on both surfaces by brush-on-method etc. complete and accepted by
the Engineer-in-charge.
sqm
Tk.
175.00
PWD SoR 2018 for Civil Works
TERMITE TREATMENT WORKS
Item No.
218
Description of Item
Unit
29.8
Anti-termite treatment of electric telephone wiring system by inserting a plugging
materials (cotton, foam etc.) soaked in anti-termite chemical DURS BAN 20 EC to an
electric switch board point for all floors and spraying the emulsion (to be mixed at the ratio
of 1 liters DURS BAN 20 EC + 19 liter of water) to the casings and grooving of electric
wirings, telephone cables utility pipes etc. for all floors etc. complete and accepted by the
Engineer-in-charge.
per
board
Tk.
328.00
29.9
Destruction of termite nest around an infested building, tree stumps in lawn with the
treatment of DURS BAN 20 EC by excavation of soil in affected area up to a depth of 1.5
meter, mixing the DURS BAN 20 EC solution to be mixed with water in 1:19 ratio with the
soil and laying the same in same place etc. all complete as per direction including. cost of
all materials and chemicals etc. complete and accepted by the Engineer-in-charge.
each
nest
Tk.
2,043.00
………………….. END OF DIVISION TWENTY NINE …………………
Unit Rate
CONCRETE HOLLOW BLOCK, FACINGS AND PAVING STONE, NON FIRE BLOCK
PWD SoR 2018 for Civil Works
219
DIVISION 30 : CONCRETE HOLLOW BLOCK, FACINGS AND PAVING STONE,
NON FIRE BLOCK
Item No.
Description of Item
Unit
Unit Rate
30.1
70 mm thick partition wall excluding plaster thickness with concrete hollow block having
compressive strength of 4.14~5 N/mm2, size 390 mm x 70 mm x 190 mm, in compliance
with ASTM C129, fairly uniform thickness and texture and individual block shell thickness
should not be less than 16 mm, water absorption not more than 7%, laying with 8-10 mm
thick mortar (with admixture) of cement, lime and sand in a ratio of 1:1:6 (sand not
less than 1.2 F.M), filling the interstices with mortar and making bond with connecting
walls including necessary scaffolding and curing for minimun 3 (three) days on mortar
joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days
etc all complete and accepted by the Engineer-in-charge.
30.1.1
Ground floor
sqm
Tk.
699.00
30.1.2
Add for each additional floor up to 5th floor
sqm
Tk.
31.00
30.1.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
42.00
30.1.4
Add for each additional floor for 10th floor and above
sqm
Tk.
52.00
30.2
70 mm thick partition wall excluding plaster thickness with concrete hollow block having
compressive strength of 4.14~5 N/mm2, size 390 mm x 70 mm x 190 mm, in compliance
with ASTM C129, thickness of individual Block shell should not be less than 16 mm, water
absorption not more then 7 % lying with 8 to 10 mm thick mortar (with admixture) of
cement and sand in a ratio of 1:6 (sand not less than 1.2 F.M), filling the interstices with
mortar and making bond with connecting walls including necessary scaffolding and curing
for minimun 3 (three) days on mortar joints by jute/brush in wet, followed by
impervious/wet covering for another 4 (four) days etc all complete and accepted by the
Engineer-in-charge.
30.2.1
Ground floor
sqm
Tk.
677.00
30.2.2
Add for each additional floor up to 5th floor
sqm
Tk.
31.00
30.2.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
42.00
30.2.4
Add for each additional floor for 10th floor and above
sqm
Tk.
52.00
30.3
90 mm thick partition wall with concrete hollow block having strength of 4.14~5 N/mm2,
size 390 mm x 90 mm x 190 mm, in compliance with ASTM C129, thickness of individual
block shell should not be less than 16 mm, water absorption not more then 7%, lying with
specified mortar (with admixture) of cement, lime and sand in a ratio of 1:1:6 (sand
not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting
walls including necessary scaffolding and curing for minimun 3 (three) days on mortar
joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days
curing etc all complete and accepted by the Engineer-in-charge.
30.3.1
Ground floor
sqm
Tk.
887.00
30.3.2
Add for each additional floor up to 5th floor
sqm
Tk.
31.00
30.3.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
42.00
CONCRETE HOLLOW BLOCK, FACINGS AND PAVING STONE, NON FIRE BLOCK
Item No.
PWD SoR 2018 for Civil Works
Description of Item
30.3.4
Add for each additional floor for 10th floor and above
30.4
90 mm thick partition wall with concrete hollow block having compressive strength of
4.14~5 N/mm2, size 390 mm x 90 mm x 190 mm, in compliance with ASTM C129,
thickness of individual block shell should not be less than 16 mm, water absorption not
more than 7%, lying with specified mortar (with admixture) of cement, and sand in a
ratio of 1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making
bond with connecting walls including necessary scaffolding and curing for minimun 3
(three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for
another 4 (four) days curing etc. all complete and accepted by the Engineer-in-charge
30.4.1
Unit
220
Unit Rate
sqm
Tk.
52.00
Ground floor
sqm
Tk.
1,121.00
30.4.2
Add for each additional floor up to 5th floor
sqm
Tk.
31.00
30.4.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
42.00
30.4.4
Add for each additional floor for 10th floor and above
sqm
Tk.
52.00
30.5
140 mm thick non load bearing wall with concrete hollow block having compressive
strength of 13~18 N/mm2, size 390 mm x 140 mm x 190 mm, in compliance with ASTM
C90, thickness of individual block shell should not be less then 25 mm, water absorption
not more than 7%, laying with mortar (with admixture) of cement, lime and sand in a
ratio of 1:1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making
bond with connecting walls including necessary scaffolding and curing for minimun 3
(three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering
for another 4 (four) days etc all complete and accepted by the Engineer-in-charge.
30.5.1
Ground floor
sqm
Tk.
1,291.00
30.5.2
Add for each additional floor up to 5th floor
sqm
Tk.
42.00
30.5.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
52.00
30.5.4
Add for each additional floor for 10th floor and above
sqm
Tk.
62.00
30.6
140 mm thick partition wall with concrete hollow block having compressive strength of
4.14~5 N/mm2, size 390 mm x 140 mm x 190 mm, in compliance with ASTM C129,
thickness of individual Block shell should not be less than 16 mm, water absorption not
more than 7%, laying with specified mortar (with admixture) of cement and sand in a
ratio of 1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making
bond with connecting walls including necessary scaffolding and curing for minimun 3
(three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for
another 4 (four) days curing etc all complete and accepted by the Engineer-in-charge.
30.6.1
Ground floor
sqm
Tk.
1,261.00
30.6.2
Add for each additional floor up to 5th floor
sqm
Tk.
42.00
30.6.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
52.00
30.6.4
Add for each additional floor for 10th floor and above
sqm
Tk.
62.00
CONCRETE HOLLOW BLOCK, FACINGS AND PAVING STONE, NON FIRE BLOCK
Item No.
PWD SoR 2018 for Civil Works
Description of Item
Unit
221
Unit Rate
30.7
140 mm thick load bearing wall with concrete hollow block having compressive strength
of 13~18 N/mm2, size 390 mm x 140 mm x 190 mm compliance with ASTM C90, thickness
of individual Block shell should not be less then 25 mm, water absorption not more than
7%, laying with mortar (with admixture) of cement, lime and sand in a ratio of 1:1:6
(sand not less than 1.2 F.M), filling the interstices with mortar and making bond with
connecting walls including necessary scaffolding and curing for minimun 3 (three) days on
mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4
(four) days etc all complete and accepted by the Engineer-in-charge.
30.7.1
Ground floor
sqm
Tk.
1,337.00
30.7.2
Add for each additional floor up to 5th floor
sqm
Tk.
42.00
30.7.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
52.00
30.7.4
Add for each additional floor for 10th floor and above
sqm
Tk.
62.00
30.8
140 mm thick load bearing wall with concrete hollow block having compressive strength
of 13~18 N/mm2, size 390 mm x140 mm x 190 mm, in compliance with ASTM C90,
thickness of individual block shell should not be less than 25 mm, water absorption not
more than 7%, laying with mortar (with admixture) of cement and sand in a ratio of 1:6
(sand not less than 1.2 F.M), filling the interstices with mortar and making bond with
connecting walls including necessary scaffolding and curing for minimun 3 (three) days on
mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4
(four) days etc all complete and accepted by the Engineer-in-charge. (Rate is excluding
the cost of grouting and reinforcement)
30.8.1
Ground floor
sqm
Tk.
1,307.00
30.8.2
Add for each additional floor up to 5th floor
sqm
Tk.
42.00
30.8.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
52.00
30.8.4
Add for each additional floor for 10th floor and above
sqm
Tk.
62.00
30.9
190 mm thick load bearing wall with concrete hollow block having compressive strength
of 4.14~5 N/mm2, size 390 mm x 190 mm x 190 mm, in compliance with ASTM C90,
thickness of individual block shell should not be less than 25 mm, water absorption not
more than 7%, laying with mortar (with admixture) of cement, lime and sand in a ratio
of 1:1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond
with connecting walls including necessary scaffolding and curing for minimun 3 (three)
days on mortar joints by jute /brush in wet, followed by impervious /wet covering for
another 4 (four) days etc all complete and accepted by the Engineer-in-charge. (Rate is
excluding the cost of grouting and reinforcement)
30.9.1
Ground floor
sqm
Tk.
1,410.00
30.9.2
Add for each additional floor up to 5th floor
sqm
Tk.
52.00
30.9.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
62.00
30.9.4
Add for each additional floor for 10th floor and above
sqm
Tk.
73.00
CONCRETE HOLLOW BLOCK, FACINGS AND PAVING STONE, NON FIRE BLOCK
Item No.
PWD SoR 2018 for Civil Works
Description of Item
Unit
222
Unit Rate
30.10
190 mm thick load bearing wall with concrete hollow block having compressive strength
of 13~18 N/mm2, size 390 mm x 190 mm x 190 mm, in compliance with ASTM C90,
thickness of individual block shell should not be less than 25 mm, water absorption not
more than 7%, laying with mortar (with admixture) of cement and sand in a ratio of 1:6
(sand not less than 1.2 F.M), filling the interstices with mortar and making bond with
connecting walls including necessary scaffolding and curing for minimun 3 (three) days on
mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4
(four) days etc all complete and accepted by the Engineer-in-charge. (Rate is excluding
cost of grouting and reinforcement)
30.10.1
Ground floor
sqm
Tk.
1,381.00
30.10.2
Add for each additional floor up to 5th floor
sqm
Tk.
52.00
30.10.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
62.00
30.10.4
Add for each additional floor for 10th floor and above
sqm
Tk.
73.00
30.11
100 mm thick partition wall with sand cement hollow block wall (SCHB) having
compressive strength of 4.14~5 N/mm2, size 400 mm x 200 mm x 100 mm, in compliance
with ASTM C129, thickness of individual Block shell should not be less than 20 mm, water
absorption not more than 7%, lying with specified mortar (with admixture) of cement, and
sand in a ratio of 1:6 (sand not less than F.M = 1.2), filling the interstices with mortar and
making bond with connecting walls including necessary scaffolding and curing for minimun
14 days on mortar joints by jute /brush in wet, followed by impervious /wet covering for
another 7 days including cost of water, electricity and other charges etc. in all complete
accepted by the Engineer-in-charge.
30.11.1
Ground Floor
sqm
Tk.
736.00
30.11.2
Add for each additional floor up to 5th floor
sqm
Tk.
25.00
30.11.3
Add for each additional floor up to 6th floor to 9th floor
sqm
Tk.
37.00
30.11.4
Add for each additional floor for 10th floor and above
sqm
Tk.
45.00
30.12
Supplying, carrying and placing of 600 mm x 200 mm x 150 mm concrete ceiling block
on properly leveled shutter accepted by the Engineer-in-charge.
30.12.1
Ground floor
each
Tk.
104.00
30.12.2
Add for each additional floor up to 5th floor
each
Tk.
4.00
30.12.3
Add for each additional floor for 6th floor to 9th floor
each
Tk.
5.00
30.12.4
Add for each additional floor for 10th floor and above
each
Tk.
6.00
30.13
Supplying, carrying and placing of 600 mm x 200 mm x 200 mm concrete ceiling block
on properly leveled shutter accepted by the Engineer-in-charge.
30.13.1
Ground floor
each
Tk.
140.00
30.13.2
Add for each additional floor up to 5th floor
each
Tk.
5.00
30.13.3
Add for each additional floor for 6th floor to 9th floor
each
Tk.
9.00
CONCRETE HOLLOW BLOCK, FACINGS AND PAVING STONE, NON FIRE BLOCK
Item No.
PWD SoR 2018 for Civil Works
Description of Item
30.13.4
Add for each additional floor for 10th floor and above
30.14
Minimum 10 mm thick cement plaster in cement : sand =1:5 in outer surface of external
wall with specified external plaster mix applied in two coats (first coat 6/7 mm and second
coat 4/3 mm), finishing the corner and edge including washing of sand, cleaning the
surface, scaffolding and curing for minimun 3 (three) days on mortar joints by jute/brush in
wet, followed by impervious/wet covering for another 4 (four) days etc. all complete etc. all
complete and accepted by the Engineer-in-charge. (Rate is excluding the cost of grouting
and reinforcement)
30.14.1
Unit
223
Unit Rate
each
Tk.
10.00
Ground floor
sqm
Tk.
246.00
30.14.2
Add for each additional floor up to 5th floor
sqm
Tk.
14.00
30.14.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
21.00
30.14.4
Add for each additional floor for 10th floor and above
sqm
Tk.
28.00
30.15.1
Supplying and placing of approx. 60 mm thick grey uni-block paving for walk way
having compressive strength of 15 N/mm2 on compacted sand bed of 50 mm on stabilized
soil base, and filling all interstices with sand, cleaning etc. accepted by the Engineer-incharge.
sqm
Tk.
1,074.00
30.15.2
Supplying and placing of approx. 60 mm thick coloured uni-block for paving walk way
having compressive strength of 15 N/mm2 on compacted sand bed of 50 mm on stabilized
soil base, and filling all interstices with sand, cleaning etc. accepted by the Engineer-incharge.
sqm
Tk.
1,276.00
30.16.1
Supplying and placing of 60 mm thick grey uni-block for paving foot-path, major walk
way, car porch having compressive strength of 49 N/mm2 on compacted sand bed of 50
mm on stabilized soil base, and filling all interstices with sand, cleaning etc. accepted by
the Engineer-in-charge.
sqm
Tk.
1,226.00
30.16.2
Supplying and placing of 60 mm thick coloured uni-block for paving foot-path, major
walk way, car porch having compressive strength of 49 N/mm2 on compacted sand bed
of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. accepted
by the Engineer-in-charge.
sqm
Tk.
1,377.00
30.17.1
Supplying and placing of 80 mm grey uni-block for paving heavy trafic areas, roads
rounds abuts, industrial yards etc having compressive strength of 49 N/mm2 on
compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand,
cleaning etc. accepted by the Engineer-in-charge.
sqm
Tk.
1,478.00
30.17.2
Supplying and placing of 80 mm thick coloured uni-block for paving heavy trafic
areas, road, industrial yard etc having compressive strength of 49 N/mm2 on compacted
sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning
etc. accepted by the Engineer-in-charge.
sqm
Tk.
1,780.00
30.18.1
Supplying and placing of grey 200 mm x 100 mm x 60 mm rectangular block having
compressive strength of 15 N/mm2 on 50 mm thick compacted sand bed, and filling all
interstices with sand, cleaning etc. accepted by the Engineer-in-charge.
sqm
Tk.
1,258.00
30.18.2
Supplying and placing of coloured 200 mm x 100 mm x 60 mm rectangular block
having compressive strength of 15 N/mm2 on 50 mm thick compacted sand bed, and filling
all interstices with sand, cleaning etc. accepted by the Engineer-in-charge.
sqm
Tk.
1,443.00
CONCRETE HOLLOW BLOCK, FACINGS AND PAVING STONE, NON FIRE BLOCK
Item No.
PWD SoR 2018 for Civil Works
Description of Item
Unit
224
Unit Rate
30.19.1
Supplying and placing of grey engraved cement concrete tiles (250 mm x 250 mm in
size) having minimum thickness of 24 mm over 12 mm sand cement mortar (4:1) each at
a distance of 6 mm apart and filling the joints with cement sand mortar (1:4) including
raking out joints and cutting the tiles to required sizes wherever necessary with high class
recessed pointing, cleaning and washing of sand, curing for minimun 3 (three) days on
mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4
(four) days etc. all complete and accepted by the Engineer-in-charge.
30.19.1.1
Ground floor
sqm
Tk.
1,084.00
30.19.1.2
Add for each additional floor up to 5th floor
sqm
Tk.
42.00
30.19.1.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
52.00
30.19.1.4
Add for each additional floor for 10th floor and above
sqm
Tk.
62.00
30.19.2
Supplying and placing of coloured engraved cement concrete tiles (250 mm x 250 mm
in size) having minimum thickness of 24 mm over 12 mm sand cement mortar (4:1) each
at a distance of 6 mm apart and filling the joints with cement sand mortar (1:4) including
raking out joints and cutting the tiles to required sizes wherever necessary with high class
recessed pointing, cleaning and washing of sand, curing for min 3 (three) days on mortar
joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days
etc. all complete and accepted by the Engineer-in-charge.
30.19.2.1
Ground floor
sqm
Tk.
1,217.00
30.19.2.2
Add for each additional floor up to 5th floor
sqm
Tk.
42.00
30.19.2.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
52.00
30.19.2.4
Add for each additional floor for 10th floor and above
sqm
Tk.
62.00
30.20.1
225 mm thick wall with 215 mm x 100 mm x 65 mm concrete solid block having minimum
compressive strength of 21 N/mm2 with 6 mm thick cement sand mortar in 1:6 in
superstructure including racking out the joints, filling the interstices with mortar and making
bond with connecting walls including necessary scaffolding and curing for minimun 3
(three) days on mortar joint by jute/ brush in wet followed by impervious covering for
another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.
30.20.1.1
Ground floor
sqm
Tk.
2,700.00
30.20.1.2
Add for each additional floor up to 5th floor
sqm
Tk.
42.00
30.20.1.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
52.00
30.20.1.4
Add for each additional floor for 10th floor and above
sqm
Tk.
62.00
30.20.2
112 mm thick wall with 215 mm x 100 mm x 65 mm concrete solid block having minimum
compressive strength of 21 N/mm2 with 6 mm thick cement sand mortar in 1:6 in
superstructure including racking out the joints, filling the interstices with mortar and making
bond with connecting walls including necessary scaffolding and curing for minimun 3
(three) days on mortar joint by jute/ brush in wet followed by impervious covering for
another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.
30.20.2.1
Ground floor
sqm
Tk.
1,385.00
CONCRETE HOLLOW BLOCK, FACINGS AND PAVING STONE, NON FIRE BLOCK
Item No.
PWD SoR 2018 for Civil Works
Description of Item
Unit
225
Unit Rate
30.20.2.2
Add for each additional floor up to 5th floor
sqm
Tk.
42.00
30.20.2.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
52.00
30.20.2.4
Add for each additional floor for 10th floor and above
sqm
Tk.
62.00
30.21
115 mm thick partition wall with sand-cement solid block wall (SCSB) having
compressive strength of 4.0–5.0 N/mm2 and of size 250 mm x 115 mm x 115 mm, in
cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including
necessary scaffolding, raking out, joints, cleaning, at least 24 hours before use and
washing of sand curing at least for 7 days in all floors including cost of water, electricity
and other charges etc. all complete and accepted by the Engineer-in-charge.
30.21.1
Ground floor
sqm
Tk.
658.00
30.21.2
Add for each additional floor up to 5th floor
sqm
Tk.
32.00
30.21.3
Add for each additional floor up to 6th floor to 9th floor
sqm
Tk.
40.00
30.21.4
Add for each additional floor for 10th floor and above
sqm
Tk.
50.00
30.22
115 mm thick partition wall with thermal block having compressive strength 4.0–5.0
N/mm2 and of size 300 mm x 115 mm x 115 mm, in compliance with ASTM C129 fairly
uniform thickness and texture and each side of thermal block not be less than 12mm (1
part cement with 2 parts and having F.M.>2.0) thick, water absorption not more than 7%,
laying with 8-10mm thick mortar of cement and sand in ratio 1:4 (sand not less than 1.2
F.M), filling the interstices with mortar and making bond with connecting walls including
scaffolding and curing for minimum 3 (three) days on mortar joints by jute/brush, followed
by impervious/wet covering for another 4 (four) days including cost of water, electricity and
other charges all complete and accepted by the Engineer-in-charge.
30.22.1
Ground floor
sqm
Tk.
993.00
30.22.2
Add for each additional floor up to 5th floor
sqm
Tk.
18.00
30.22.3
Add for each additional floor up to 6th floor to 9th floor
sqm
Tk.
24.00
30.22.4
Add for each additional floor for 10th floor and above
sqm
Tk.
28.00
30.23
100 mm thick partition wall with compressed stabilized earth block wall (CSEB)
having compressive strength of 4.14~5 N/mm2 and of size 240 mm x 115 mm x 70 mm, in
cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including
necessary scaffolding, raking out, joints, cleaning, at least 24 hours before use and
washing of sand curing at least for 7 days in all floors including cost of water, electricity
and other charges etc. all complete and accepted by the Engineer-in-charge.
30.23.1
Ground Floor
sqm
Tk.
756.00
30.23.2
Add for each additional floor up to 5th floor
sqm
Tk.
30.00
30.23.3
Add for each additional floor up to 6th floor to 9th floor
sqm
Tk.
39.00
30.23.4
Add for each additional floor for 10th floor and above
sqm
Tk.
50.00
CONCRETE HOLLOW BLOCK, FACINGS AND PAVING STONE, NON FIRE BLOCK
Item No.
PWD SoR 2018 for Civil Works
226
Description of Item
Unit
Unit Rate
30.24
100 mm thick soil-cement stabilization bed for sub-grade preparation of ground floor
etc. with minimum cement content relates to mix ratio 1:6 having minimum compressive
strength of 3.0 N/mm2 and cement conforming to BDS EN-197-1-CEM-1, best quality fine
sand (F.M. = 0.5), placing, compacting at least for 7 days in all floors including cost of
water, electricity and other charges etc. all complete and accepted by the Engineer-incharge.
sqm
Tk.
444.00
30.25
One layer of sand cement solid block 250 mm x 115 mm x 70 mm Soling in
floor/foundation including preparation of bed and filling the interstices with fine sand (F.M.
= 0.5), leveling etc. all complete and accepted by the Engineer-in-charge.
sqm
Tk.
410.00
30.26.1
38 mm thick grey cladding work in facing on superstructure with 200 mm x 90 mm x 38
mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm
apart, filling the interstices with same mortar, raking out joints and cutting the clad to
required sizes wherever necessary with high class recessed pointing, cleaning and
washing of sand, necessary scaffolding, curing for minimum 3 (three) days on mortar joints
by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all
complete and accepted by the Engineer-in-charge.
30.26.1.1
Ground floor
sqm
Tk.
1,474.00
30.26.1.2
Add for each additional floor up to 5th floor
sqm
Tk.
42.00
30.26.1.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
52.00
30.26.1.4
Add for each additional floor for 10th floor and above
sqm
Tk.
62.00
30.26.2
38 mm thick coloured cladding work in facing on superstructure with 200 mm x 92 mm
x 38 mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6
mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to
required sizes wherever necessary with high class recessed pointing, cleaning and
washing of sand, necessary scaffolding, curing for minimum 3 (three) days on mortar joints
by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all
complete and accepted by the Engineer-in-charge.
30.26.2.1
Ground floor
sqm
Tk.
1,599.00
30.26.2.2
Add for each additional floor up to 5th floor
sqm
Tk.
42.00
30.26.2.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
52.00
30.26.2.4
Add for each additional floor for 10th floor and above
sqm
Tk.
62.00
30.26.3
50 mm thick grey cladding work in facing on superstructure with 400 mm x 100 mm x
50 mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6
mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to
required sizes wherever necessary with high class recessed pointing, cleaning and
washing of sand, necessary scaffolding, curing for minimum 3 (three) days on mortar joints
by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all
complete and accepted by the Engineer-in-charge.
30.26.3.1
Ground floor
sqm
Tk.
1,121.00
30.26.3.2
Add for each additional floor up to 5th floor
sqm
Tk.
42.00
30.26.3.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
52.00
CONCRETE HOLLOW BLOCK, FACINGS AND PAVING STONE, NON FIRE BLOCK
Item No.
PWD SoR 2018 for Civil Works
Description of Item
30.26.3.4
Add for each additional floor for 10th floor and above
30.26.4
50 mm thick coloured cladding work in facing on superstructure with 400 mm x 100
mm x 50 mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed
at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad
to required sizes wherever necessary with high class recessed pointing, cleaning and
washing of sand, necessary scaffolding, curing for minimum 3 (three) days on mortar joints
by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all
complete and accepted by the Engineer-in-charge.
30.26.4.1
Unit
227
Unit Rate
sqm
Tk.
62.00
Ground floor
sqm
Tk.
1,259.00
30.26.4.2
Add for each additional floor up to 5th floor
sqm
Tk.
42.00
30.26.4.3
Add for each additional addl floor for 6th floor to 9th floor
sqm
Tk.
52.00
30.26.4.4
Add for each additional floor for 10th floor and above
sqm
Tk.
62.00
30.26.5
15 mm thick grey/coloured cladding work in facing on superstructure with 420 mm x
330 mm x 15 mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be
placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting
the clad to required sizes wherever necessary with high class recessed pointing, cleaning
and washing of sand, necessary scaffolding, curing for minimum 3 (three) days on mortar
joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days
etc. all complete and accepted by the Engineer-in-charge
30.26.5.1
Ground floor
sqm
Tk.
805.00
30.26.5.2
Add for each additional floor up to 5th floor
sqm
Tk.
42.00
30.26.5.3
Add for each additional floor for 6th floor to 9th floor
sqm
Tk.
52.00
30.26.5.4
Add for each additional floor for 10th floor and above
sqm
Tk.
62.00
30.27.1
Supplying, carrying, placing, providing 418 mm x 330 mm x 17 mm size of red colour
concrete roof tiles on pre-fixed and pre-fabricated truss and fixing each tile to the roof
members of truss accepted by the Engineer-in-charge.
sqm
Tk.
206.00
30.27.2
Supplying, carrying, placing, providing 418 mm x 330 mm x 17 mm size of oriental colour
concrete roof tiles on pre-fixed and pre-fabricated truss and fixing each tile to the roof
members of truss accepted by the Engineer-in-charge.
sqm
Tk.
74.00
30.27.3
Supplying, carrying, placing, providing 418 mm x 330 mm x 17 mm size of antique red
colour concrete roof tiles on pre-fixed and pre-fabricated truss and fixing each tile to the
roof members of truss accepted by the Engineer-in-charge.
sqm
Tk.
80.00
30.27.4
Supplying, carrying, placing, providing 418 mm x 330 mm x 17 mm size of green colour
concrete roof tiles on pre-fixed and pre-fabricated truss and fixing each tile to the roof
members of truss accepted by the Engineer-in-charge.
sqm
Tk.
85.00
30.28
Supplying, carrying, placing, providing of concrete Kerb stone size 600 mm x 300 mm x
100 mm approved and accepted by the Engineer-in-charge.
sqm
Tk.
238.00
………………….. END OF DIVISION THIRTY …………………..
PWD SoR 2018 for Civil Works
SUB-SOIL INVESTIGATION WORKS
228
DIVISION 31 : SUB-SOIL INVESTIGATION WORKS
Item No.
Description of Item
Unit
Unit Rate
31.1
Mobilization and demobilization of boring equipment and man-power: at site (drilling rig
comprising drilling pipe, drop hammer, tripod, pulley, chain, wrange, sample collection
devices etc tools and plants; tripol for temporary camp, necessary work-force etc) (Once
for one site)
per site
Tk. 11,693.00
31.2
Sub-soil investigation by 100 mm dia wash boring and / or by CPT, DCP etc.
including collecting disturbed and undisturbed soil samples in numbers as required for
classification of soil, conducting SPT, stratification of layers, analysing physical
parameters of soils like Atterberg limits, specific gravity, gain size distribution(by wet seive,
hydrometer if required) ,ground water table location, direct shear test, unconfined
compression test, unit weight(dry/weight), natural moisture content ; c - ф values and
other strength parameters to ascertain bearing capacity , skin friction, end bearings etc at
every 1.5m interval as per respective national/international standards and entering all
these data & information in necessary tables & graphs and finally furnishing them in the
form of standard sub-soil investigation report duly signed by competent engineer &
exploratory office.
31.2.1
Bore hole depth from 0 to 20 m
per bore
hole
Tk. 26,528.00
31.2.2
Additional charge for bore hole depth above 20.0 m and upto 30.0 m
meter
Tk.
389.00
31.2.3
Additional charge for bore hole depth above 30.0 m and upto 40.0 m
meter
Tk.
424.00
31.2.4
Additional charge for bore hole depth above 40.0 m and upto 50.0 m
meter
Tk.
448.00
31.3
Sub-soil investigation by 100 mm dia wash boring and/ or by CPT, DCP etc.including
collecting disturbed and undisturbed soil samples in numbers as required for classification
of soil, conducting SPT, stratification of layers, and entering all these data & information in
necessary tables & graphs, furnishing them in the form of standard sub-soil investigation
report duly signed by competent engineer & exploratory office.(Only after written advice
from concerned design division/circle)
31.3.1
Bore hole depth from 0 to 20m
per bore
hole
Tk.
7,644.00
31.3.2
Additional charge for bore hole depth above 20.0 m and upto 30.0 m
meter
Tk.
216.00
31.3.3
Additional charge for bore hole depth above 30.0 m and upto 40.0 m
meter
Tk.
239.00
31.3.4
Additional charge for bore hole depth above 40.0 m and upto 50.0 m
meter
Tk.
255.00
31.4
Extra cost per bore hole, if the same is under water by more than 1.5 m in depth
per bore
hole
Tk.
5,089.00
31.5
Carrying out different tests on soil samples in BUET laboratory collected from the sub-soil
investigation site accepted by the Engineer-in-Charge. (Only after written advice from
concern design division/circle)
31.5.1
Void ratio
per set of
test
Tk. 3,600.00
PWD SoR 2018 for Civil Works
SUB-SOIL INVESTIGATION WORKS
Item No.
Description of Item
229
Unit
Unit Rate
31.5.2
Organic matter content
per set of
test
Tk. 3,300.00
31.5.3
Permeability for cohesive soil
per set of
test
Tk. 24,000.00
31.5.4
Permeability non-cohesive soil
per set of
test
Tk. 9,500.00
31.5.5
Consolidation test for cohesive soil
per set of
test
Tk. 22,000.00
31.5.6
Triaxial shear Test
31.5.6.1
Consolidated undrained triaxial test with pore pressure for cohesive and non co-hesive soil
per set of
test
Tk. 52,000.00
31.5.6.2
Consolidated undrained triaxial test without pore pressure for cohesive soil
per set of
test
Tk. 46,000.00
31.5.6.3
Consolidated drained triaxial test
per set of
test
Tk. 52,000.00
31.5.6.4
Unconsolidated undrained triaxial test without pore pressure
per set of
test
Tk. 24,000.00
31.5.7
One dimensional swelling / settlement potential of cohesive soil.
per set of
test
Tk. 10,000.00
31.5.8
Modified proctor compaction test
per set of
test
Tk. 1,6500.00
31.6
Conducting plate load test as per ASTM D1194 or equivalent standard providing required
arrangement of three circular steel plates with minimum thickness of 25 mm and varying in
diameter from 305 mm to 762 mm respectively or square steel bearing plates of equivalent
area for minimum 50 tons loading capacity of hydraulic or mechanical jack assembly and
applying load in 2 cycles with maintainging time interval of each loading increment of not
less than 15 minutes. Continue each test until a peak load is reached or until the ratio of
load increment to settlement increment reaches a minimum, steady magnitude. If sufficient
load is available, continue the test until the total settlement reaches at least 10 percent of
the plate diameter, unless a well defined failure load is observed and all other required
materials, excavation, protection against collapse, preparation of test pit, calibration of
hydrauic jacks with pressure guage (with an error not exceeding ± 2 % of the load
increment used ) & dial gauges (an accuracy of at least 0.25 mm.) including plants and
equipment, platform for loading & unloading, mobilization, demobilization, hire charge of
load testing equipment (joist, jacks and other necessary devices), gunny bags, filling with
sand & stiching gunny bags, execution of tests by engineer, data acquisition and
preparation of test results in standard forms and other incidental charges as per standard
practice and procedures including submission of plate load test report, furnishing all
graphs and charts etc. all complete and accepted by the Engineer-in-charge. At least 03
no of tests must be conducted at one site. (Only after written advice from concern
design division/circle)
per test
Tk. 90,592.00
PWD SoR 2018 for Civil Works
SUB-SOIL INVESTIGATION WORKS
Item No.
230
Description of Item
Unit
Unit Rate
31.6.1
Per test rate for conducting additional plate load test at the same site after first 03(Three)
tests.
per test
Tk. 20,543.00
31.6.2
Additional charge per km (beyond 25 Km) outside Dhaka city (two ways)/any city for
mobilization & demobilization
per km
Tk.
………………….. END OF DIVISION THIRTY ONE…………………..
192.00
PWD SoR 2018 for Civil Works
REPAIR WORKS
231
DIVISION 32: REPAIR WORKS
Item No.
Description of items
Unit
Unit rate
32.1
Stripping of unserviceable plaster including racking out joints, cleaning etc.
sqm
Tk.
25.00
32.2.1
Picking-up of unserviceable patent stone from floor and dado etc. and removal of debris to
a safe distance.
sqm
Tk.
39.00
32.2.2
Picking-up of unserviceable tiles including bonding mortar from floor, walls and dado etc.
and removal of debris to a safe distance.
sqm
Tk.
51.00
32.3
Picking up of damaged/unserviceable terraced (lime concrete) floor or roof etc. and
removal of debris to a safe distance.
sqm
Tk.
53.00
32.4
Dismantling of unserviceable/damaged terraced roof including beam, column, borga & tiles
etc. and removal of debris to a safe distance.
sqm
Tk.
138.00
32.5.1.1
Dismantling of unserviceable/damaged brick works (with cement or lime mortar) of
thickness 250 mm in foundation and superstructure and removal of debris to a safe
distance.
cum
Tk.
434.00
32.5.1.2
Dismantling of unserviceable/damaged brick works (with cement or lime mortar) of
thickness 75/125 mm in foundation and superstructure and removal of debris to a safe
distance.
sqm
Tk.
53.00
32.5.2
Dismantling of plain concrete made of lime or cement and removal of debris to a safe
distance.
cum
Tk.
1,325.00
32.5.3
Dismantling of brick flat soling and removal of debris to a safe distance and removal of
debris to a safe distance.
sqm
Tk.
15.00
32.5.4
Dismantling of H.B.B. Brick soling and removal of debris to a safe distance and removal of
debris to a safe distance.
sqm
Tk.
21.00
32.6.1.1
Dismantling of R.C.C. beam, lintel, column, drop wall, sun shade from any height and
removal of debris to a safe distance.
cum
Tk.
3,347.00
32.6.1.2
Dismantling of R.C.C. Railing of any kind, jally brickwork, and hollow block wall from any
height and removal of debris to a safe distance.
sqm
Tk.
183.00
32.6.2
Dismantling of R.C.C. in roof slab and removal of debris to a safe distance.
cum
Tk.
2,790.00
32.6.3
Recovery of reinforcing bars and metals during dismantling of RCC including cleaning,
making bundle, stacking or storing as per direction of engineer in charge and removal of
debris to a safe distance.
quintal
Tk.
442.00
32.6.4
Recovery of bricks during dismantling of brick works including cleaning, stacking or storing
etc. all complete as per direction of engineer in charge and removal of debris to a safe
distance.
% 0 nos
Tk.
1,275.00
32.6.5
Recovery of bricks during dismantling of soling including cleaning, stacking or storing all
complete as per direction of engineer in charge and removal of debris to a safe distance.
% 0 nos
Tk.
811.00
PWD SoR 2018 for Civil Works
REPAIR WORKS
Item No.
232
Description of items
Unit
Unit rate
32.6.6
Recovery of brick bats during dismantling of soling, brick works, HBB etc. including
cleaning, stacking or storing as per direction of engineer in charge and removal of debris
to a safe distance.
cum
Tk.
213.00
32.7
Repairs to minor/fine (non-structural affecting aesthetic) cracks in brick walls, floor and
roof etc.
meter
Tk.
34.00
32.8.1
Cutting and polishing of old mosaic on wall with pumice stone etc.
sqm
Tk.
87.00
32.8.2
Cutting and polishing of old mosaic on floor with pumice stone and mosaic cutting machine
etc.
sqm
Tk.
79.00
32.8.3
Cleaning and washing the mosaic floor etc.
sqm
Tk.
17.00
32.8.4
Cleaning and refilling of wornout joints between glazed tiles, marble etc. in floor or walls.
sqm
Tk.
64.00
32.9
Repairing of terraced roof cracks by cutting in 'traphozoided' shape
meter
Tk.
452.00
32.10
Taking out and relaying of old brick soling including replacement of 10% brick
sqm
Tk.
106.00
32.11
Taking out and relaying of brick soling after redressing the surfaces
sqm
Tk.
68.00
32.12.1
Taking out of old brick on edge pavement and resetting (Herring bone bond) including
replacement of 10% brick
sqm
Tk.
170.00
32.12.2
Taking out of old brick on edge pavement and restting Herring bone bond and redressing
the surface
sqm
Tk.
96.00
32.13
Taking out of old roof tiles and ridges
sqm
Tk.
59.00
32.14
Supplying and fitting-fixing of wind tie with M.S. Flat bar clamp
meter
Tk.
459.00
32.15
Supplying and fitting-fixing of J-hook including nuts, washers
each
Tk.
40.00
32.16
Supplying and fitting-fixing of M.S. U-hook including nuts, washers
each
Tk.
60.00
32.17
Taking out of old & unserviceable wooden chowkat /door or window frame
each
Tk.
274.00
32.18
Taking out of old wooden chowkat/door or window frame and refitting and refixing after
minor repair (excluding the cost of wood and M.S. clamp)
each
Tk.
857.00
32.19
Taking out and refitting of wooden shutter after easing excluding the cost of wood
sqm
Tk.
408.00
32.20.1
Thorough repairs to wooden door and window Pannel shutter excluding the cost of wood
sqm
Tk.
669.00
32.20.2
Thorough repairs to wooden door and window Batten shutter excluding the cost of wood
sqm
Tk.
620.00
32.20.3
Thorough repairs to wooden door and window Venetian shutter excluding the cost of wood
sqm
Tk.
602.00
32.20.4
Thorough repairs to wooden door and window Glazed shutter excluding the cost of glass &
wood
sqm
Tk.
535.00
32.21.1
Renewing of 3 mm glass panes in wooden frame including supply of glass
sqm
Tk.
869.00
32.21.2
Renewing of 3 mm glass panes in steel frame including supply of glass
sqm
Tk.
989.00
PWD SoR 2018 for Civil Works
REPAIR WORKS
Item No.
233
Description of items
Unit
Unit rate
32.22
Renewing of 5 mm glass panes including supply of glass
sqm
Tk.
1,101.00
32.23
Cleaning and washing of glass panes including supply of necessary fresh putty, pins etc.
per pane
Tk.
3.00
32.24.1
Replacing / renewing of fly proof wire net (with all new materials) the excluding cost of
wood
sqm
Tk.
659.00
32.24.2
Replacing / renewing of synthetic fly proof net (with all new materials) the excluding cost
of wood
sqm
Tk.
713.00
32.25
Renewing of fly proof wire netting (with old and new materials) the excluding cost of wood
sqm
Tk.
630.00
32.26
Renewing of 12 x 12 mm mesh wire netting the excluding cost of wood
sqm
Tk.
540.00
32.27
Taking out of hard board ceiling, walling
sqm
Tk.
18.00
32.28
Renewing of hard board ceiling or walling excluding cost of wood
sqm
Tk.
576.00
32.29
Replacing of wooden cleat, making, finishing and fixing with chowkat by means of 40 mm
hinge
each
Tk.
75.00
32.30
Replacing of cleat with brass hinge
each
Tk.
79.00
32.31
Replacing of wooden buffer block
each
Tk.
55.00
32.32
Replacig of wooden catcher block
each
Tk.
81.00
32.33.1
Replacing of 75 mm long galvanized iron catch hook
each
Tk.
14.00
32.33.2
Replacing of 100 mm long galvanized iron catch hook
each
Tk.
16.00
32.33.3
Replacing of 150 mm long galvanized iron catch hook
each
Tk.
19.00
32.33.4
Replacing of 200 mm long galvanized iron catch hook
each
Tk.
21.00
32.33.5
Replacing of 225 mm long galvanized iron catch hook
each
Tk.
27.00
32.34
Replacing of iron socket bolt : 50 mm dia, 100 mm long
each
Tk.
26.00
32.35.1
Replacing of iron socket bolt : 50 mm dia, 100 mm long (SS)
each
Tk.
58.00
32.35.2
Replacing of iron socket bolt : 50 mm dia, 150 mm long
each
Tk.
31.00
32.35.3
Replacing of iron socket bolt : 50 mm dia, 150 mm long(SS)
each
Tk.
84.00
32.35.4
Replacing of iron socket bolt : 50 mm dia, 200 mm long
each
Tk.
45.00
32.35.5
Replacing of iron socket bolt : 50 mm dia, 200 mm long(SS)
each
Tk.
106.00
32.36.1
Replacing of brass socket bolt: 50 mm dia, 150 mm long
each
Tk.
153.00
32.36.2
Replacing of brass socket bolt : 50 mm dia, 200 mm long
each
Tk.
192.00
32.36.3
Replacing of brass socket bolt : 50 mm dia, 250 mm long
each
Tk.
246.00
PWD SoR 2018 for Civil Works
REPAIR WORKS
Item No.
Description of items
Unit
234
Unit rate
32.37.1
Replacing of 75 mm long iron hinge
each
Tk.
46.00
32.37.2
Replacing of 100 mm long iron hinge
each
Tk.
78.00
32.38.1
Replacing of 75 mm long brass hinge
each
Tk.
153.00
32.38.2
Replacing of 100 mm long brass hinge
each
Tk.
204.00
32.39.1
Replacing of 50 mm dia iron ring
each
Tk.
29.00
32.39.2
Replacing of 75 mm dia brass ring
each
Tk.
60.00
32.40.1
Supplying, fitting and fixing of 25 x 25 mm expanded mesh metal net of wooden or steel
frame (excluding the cost of wood or steel sections and painting)
sqm
Tk.
917.00
32.40.2
Supplying, fitting and fixing of 25 x 25 mm expanded mesh metal net in F.I. Bar frame (
including the cost of F.I. Bar)
sqm
Tk.
1,687.00
32.41.1
Renewing of white washing: 1 coat
sqm
Tk.
12.00
32.41.2
Renewing of white washing: 2 coats
sqm
Tk.
18.00
32.42.1
Renewing of colour washing with yellow ochre: 1 coat
sqm
Tk.
19.00
32.42.2
Renewing of colour washing with yellow ochre: 2 coats
sqm
Tk.
21.00
32.43.1
Renewing of Exterior standard acrylic emulsion paint of approved brand and quality
sqm
Tk.
132.00
32.43.2
Renewing of Exterior premium acrylic emulsion paint of approved brand and quality
sqm
Tk.
146.00
32.44.1
Renewing of standard synthetic enamel paint to door-windows frame and shutter:1coats
sqm
Tk.
96.00
32.44.2
Renewing of premium synthetic enamel paint to door-windows frame and shutter: 1coats
sqm
Tk.
100.00
32.45.1
Renewing of standard synthetic enamel paint to door-windows frame and shutter: 2 coat
sqm
Tk.
148.00
32.45.2
Renewing of premium synthetic enamel paint to door-windows frame and shutter: 2coat
sqm
Tk.
154.00
32.46.1
Renewing of synthetic polyvinyl distemper : 1 coats
sqm
Tk.
82.00
32.46.2
Renewing of synthetic polyvinyl distemper : 2 coat
sqm
Tk.
115.00
32.47.1
Renewing of Interior standard acrylic emulsion paint (Plastic) to walls and ceiling: 1 coat
sqm
Tk.
92.00
32.47.2
Renewing of Interior Premium acrylic emulsion painting (silky finish)to walls and ceiling: 1
coat
sqm
Tk.
108.00
32.47.3
Renewing of Interior super premium acrylic emulsion painting (odorless) to walls and
ceiling: 1 coat
sqm
Tk.
117.00
32.48.1
Renewing of Interior standard acrylic emulsion paint (Plastic) to walls and ceiling: 2 coat
sqm
Tk.
130.00
32.48.2
Renewing of Interior Premium acrylic emulsion painting (silky finish)to walls and ceiling: 2
coat
sqm
Tk.
152.00
PWD SoR 2018 for Civil Works
REPAIR WORKS
Item No.
235
Description of items
Unit
Unit rate
32.48.3
Renewing of Interior super premium acrylic emulsion painting (odorless) to walls and
ceiling 2 coat
sqm
Tk.
165.00
32.49
Washing of painted wall surface with suitable soap or any other detergent
sqm
Tk.
30.00
32.50.1
Renewing of chlorinated rubber paint: 1 coats
sqm
Tk.
166.00
32.50.2
Renewing of chlorinated rubber paint: 2 coat
sqm
Tk.
221.00
32.51.1
Renewing of french polishing: 1 coats
sqm
Tk.
117.00
32.51.2
Renewing of french polishing: 2 coat
sqm
Tk.
183.00
32.51.3
Providing of 2 coats laqure spray painting with spray machine to high decorative Teak or
similar wooden furniture
sqm
Tk.
147.00
32.52.1
Renewing of painting with synthetic black enamel Paint to plinth and skirting :1 coats
sqm
Tk.
103.00
32.52.2
Renewing of painting with synthetic black enamel Paint to plinth and skirting :2 coat
sqm
Tk.
144.00
32.53
Renewing of painting to C.I. Roof with red corrugal paint: 2 coats
sqm
Tk.
142.00
32.54.1
Renewing earth oiling with solignum or equivalent materials: 1 coat
sqm
Tk.
80.00
32.54.2
Renewing earth oiling with solignum or equivalent materials: 2 coat
sqm
Tk.
119.00
32.55.1
Renewing of wood varnishing with varnish (yacht)
sqm
Tk.
103.00
32.55.2
Renewing of wood varnishing with varnish (egg-shell)
sqm
Tk.
103.00
32.55.3
Renewing of wood varnishing with varnish (matt)
sqm
Tk.
103.00
32.56
Scrapping of old paint from wood
sqm
Tk.
39.00
32.57
Scrapping of old mosses from wall and roof
sqm
Tk.
28.00
32.58
Renewing of painting to old 100 mm dia rain-water pipe
meter
Tk.
31.00
32.59
Renewing of painting to old 50mm dia G.I. Pipe: 1 coat
meter
Tk.
16.00
32.60
Stopping of roof leakage of C.I. sheet roof with putty
sqm
Tk.
26.00
32.61
Labour for taking out C.I. sheet roofing
sqm
Tk.
32.00
32.62
Labour for taking out and refitting of old G.I. Ridge/valley
meter
Tk.
128.00
32.63
Labour for C.I. Sheet roofing including supply of limpet, washer, screws, putty etc.
sqm
Tk.
103.00
32.64
Labour for C.I. Sheet walling including supply of limpet, washer, screws, putty etc.
sqm
Tk.
77.00
32.65
Labour for taking out barbed wire fencing
meter
Tk.
7.00
32.66
Labour charge for refitting of barbed wire fencing
meter
Tk.
16.00
32.67
Labour charge for tightening of old loose barbed wire fencing
meter
Tk.
2.00
PWD SoR 2018 for Civil Works
REPAIR WORKS
Item No.
Description of items
Unit
236
Unit rate
32.68
Renewing, supplying and fitting-fixing of 300 mm long F.I. Clamp in CC (1:2:4)
each
Tk.
96.00
32.69
Renewing, supplying and fitting-fixing of 150 mm long F.I. Clamp in CC (1:2:4)
each
Tk.
63.00
32.70
Cutting jungles and shrub including removing and cleaning the spot/site
sqm
Tk.
6.00
32.71
Supplying of the following items related to ARBORICULTURE work approved by the
officer-in-charge
32.71.1
200 mm size earthen tub
each
Tk.
39.00
32.71.2
250 mm size earthen tub
each
Tk.
48.00
32.71.3
300 mm size earthen tub
each
Tk.
68.00
32.71.4
350 mm size earthen tub
each
Tk.
99.00
32.71.5
400 mm size earthen tub
each
Tk.
175.00
32.71.6
300 mm x 300 mm size earthen plate
each
Tk.
29.00
32.71.7
Supply of mustard oil-cake
kg
Tk.
48.00
32.71.8
Supply of Bone mele
kg
Tk.
48.00
32.71.9
Supply of steel spade
each
Tk.
543.00
32.71.10
Supply of Urea fertilizer
kg
Tk.
24.00
32.71.11
Supply of Murate of potash
kg
Tk.
24.00
32.71.12
Supply of T. S. P.
kg
Tk.
36.00
32.71.13
Supply of 5 liter capacity spray machine (plaotic)
each
Tk.
2,173.00
32.71.14
Supply of 450 mm size Steel funna with wooden handle
each
Tk.
423.00
32.71.15
Supply of 225 mm long hand hoe with wooden handle
each
Tk.
109.00
32.71.16
Supply of standard steel hand trolly as per direction of officer-in-charge
each
Tk.
7,245.00
32.71.17
Supply of China made or equivalent Hedge Scissors
each
Tk.
1,449.00
32.71.18
Supply of 250 mm size China made or equivalent Secature
each
Tk.
785.00
32.71.19
Supply of 2.5 gallon capacity 22 BWG G.I. Water cane
each
Tk.
423.00
32.71.20
Supply of 350 mm size G.I. bucket
each
Tk.
302.00
32.71.21
Supply of best quality 19 mm dia plastic hose pipe
each
Tk.
22.00
32.71.22
Supply of insecide perfecthion 40 EC 1 pics, 100 ml bottle
each
Tk.
278.00
32.71.23
Supply of Redomil gold 68WG (metalexil+mencojeb) 1 pack, 500 gm pack
each
Tk.
869.00
PWD SoR 2018 for Civil Works
REPAIR WORKS
Item No.
Description of items
Unit
237
Unit rate
32.71.24
Supply of Ripcord 400EC, 1 pics, 100 ml bottle
each
Tk.
241.00
32.71.25
Supply of Proclaim 5SG(emamectin benzoet) 1 box, (10 pack, each pack 10gm)
each
Tk.
724.00
32.71.26
Supply of Vertimec 018ECG (ebamectin) 1 pics, 50 ml bottle
each
Tk.
145.00
32.72
Painting to earthen tub: 2 coats over a prime coat
32.72.1
200mm and 250mm size tub
each
Tk.
16.00
32.72.2
300 mm, 350 mm and 400 mm size tub
each
Tk.
27.00
32.73.1
Levelling & dressing the compound or plant/flower bed as per direction of Engineer-incharge.
sqm
Tk.
7.00
32.73.2
Lawn grass cutting, dressing, brooming and removing debris etc. as per direction of Officer
in charge
sqm
Tk.
15.00
32.73.3
Spading, pulverizing soil lump etc. as per direction of Officer in charge
sqm
Tk.
5.00
32.74.1
Labour for picking-up and cleaning damaged bituminous road surface
sqm
Tk.
67.00
32.74.2
Repairing the potholes of the road by picking up and removing damaged materials with
stone chips
cum
Tk. 24,489.00
32.75
Applying necessary coat of bitumenous aluminium paint seal-coat on top surface of newly
laid roofing felt
sqm
Tk.
32.76.1
Supplying timber (unfinished) for repairing in wood works: Garjan/Jam/local Sal
cum
Tk. 85,282.00
32.76.2
Supplying timber (unfinished) for repairing in wood works: Jarul
cum
Tk. 76,754.00
32.76.3
Supplying timber (unfinished) for repairing in wood works: Shilkorai/Chickrashi
cum
Tk. 106,176.00
32.76.4
Supplying timber (unfinished) for repairing in wood works: Teak Chambal
cum
Tk. 144,979.00
32.76.5
Supplying timber (unfinished) for repairing in wood works: Chittagong Teak
cum
Tk. 187,194.00
32.76.6
Supplying timber (unfinished) for repairing in wood works: Kathal
cum
Tk. 95,942.00
32.76.7
Supplying timber (unfinished) for repairing in wood works: Gamari
cum
Tk. 72,490.00
32.76.8
Supplying timber (unfinished) for repairing in wood works: Chapalish
cum
Tk. 101,912.00
32.76.9
Supplying timber (unfinished) for repairing in wood works: Loha/Pyiankado
cum
Tk. 110,867.00
32.76.10
Supplying timber (unfinished) for repairing in wood works: Burma teak
cum
Tk. 277,166.00
32.76.11
Supplying timber (unfinished) for repairing in wood works: Ordinary timber (Mehogoni)
cum
Tk. 76,754.00
32.77
Labour charge for cleaning, washing, brooming from all heights and stacking of debris at a
place beyond plinth area of the the site during execution of repair works as per direction of
the engineer-in-charge
cum
Tk.
89.00
1,256.00
PWD SoR 2018 for Civil Works
REPAIR WORKS
Item No.
238
Description of items
Unit
Unit rate
32.78
Cleaning, washing, brooming and taking away of debris from the site during and or after
the completion of the repair works in all heights by truck or by any other means as per
direction of the engineer-in-charge
cum
Tk.
716.00
32.79
Repairing of steel grill/window frame and shutter/stair railing, veranda grill, rolling shutter
excluding the cost of steel materials.
sqm
Tk.
739.00
32.80
Supply of steel materials for repairing work:
32.80.1
40-grade deform bar
kg
Tk.
70.00
32.80.2
60-grade deform bar
kg
Tk.
73.00
32.80.3
M.S. angle, T, and Z - section, Channel etc.
kg
Tk.
66.00
32.80.4
M.S. plain bar, F.I. Bar
kg
Tk.
66.00
32.80.5
M.S. sheet, plate used in repairing work
kg
Tk.
73.00
32.80.6
38 mm dia G.I. pipe used in repairing work
meter
Tk.
586.00
32.80.7
25 mm dia G.I. pipe used in repairing work
meter
Tk.
297.00
32.80.8
20 mm dia G.I. pipe used in repairing work
meter
Tk.
277.00
32.80.9
12 mm dia G.I. pipe used in repairing work
meter
Tk.
206.00
32.80.10
Spring for rolling shutter used in repairing work
meter
Tk.
59.00
32.80.11
Spring box for rolling shutter used in repairing work
each
Tk.
145.00
32.81
Cleaning and mending good the damages surrounding the mouth of spout/rain water down
pipe
each
Tk.
146.00
32.82
Cleaning rain water down pipe
meter
Tk.
5.00
32.83
Cleaning, renewing of drain and apron with cement concrete or cement mortar etc as per
direction of Engineer-in-charge.
meter
Tk.
193.00
32.84.1
Reexcavation of kutcha drain of 0.30 m width and average 0.6 m deep
meter
Tk.
18.00
32.84.2
Reexcavation of kutcha drain of 0.61 m width and average 1.22 m deep
meter
Tk.
68.00
32.85
Clearing chocked up masonry surface drain
meter
Tk.
28.00
32.86
Clearing silt from soak well up to 1.4 m dia
each
Tk.
2,009.00
32.87
Clearing sludges & night soil from septic tank removing to a safe place/distance without
affecting environment
32.87.1
10 usser septic tank
each
Tk.
1,956.00
32.87.2
20 user septic tank
each
Tk.
2,922.00
32.87.3
30 user septic tank
each
Tk.
3,405.00
PWD SoR 2018 for Civil Works
REPAIR WORKS
Item No.
Description of items
Unit
239
Unit rate
32.87.4
50 user septic tank
each
Tk.
5,458.00
32.87.5
100 user septic tank
each
Tk.
9,563.00
32.87.6
200 user septic tank
each
Tk. 16,808.00
32.87.7
Clearing sewege or similar hazardous substances & removing to a safe place/ distances
cum
Tk.
1,461.00
32.88
Clearing sludges & night soil from Inspection pit
each
Tk.
502.00
32.89
Clearing sludges & night soil from RCC soil pipe & sewer line
meter
Tk.
103.00
32.90
Supplying, fitting-fixing of 400 gallon capacity ferro-cement water tank
each
Tk.
8,235.00
32.91
Taking out 40 mm dia tube-well pipe and strainer up to 70 m depth
meter
Tk.
102.00
32.92
Labour for re-sinking 40 mm dia tube-well pipe
meter
Tk.
273.00
32.93
Renewing Check Valve
each
Tk.
881.00
32.94
Renewing of 40 mm dia best quality G.I. Socket
each
Tk.
223.00
32.95
Taking out broken Long Pan
each
Tk.
196.00
32.96
Taking out broken European type Commode
each
Tk.
176.00
32.97
Providing 37 mm dia and 600 mm long PVC spout
each
Tk.
228.00
32.98
Providing 25 mm dia and 450 mm long PVC spout
each
Tk.
214.00
32.99
Supplying and fitting-fixing of plastic low-down including necessary internal and external
fittings
each
Tk.
1,541.00
32.100
Supplying and fitting fixing of syphone for plastic low-down
each
Tk.
674.00
32.101
250 mm and above thick brick work (1:6) in old/unserviceable septic tank
cum
Tk.
6,743.00
32.102
125 mm thick brick work (1:6) in old/unserviceable septic tank
sqm
Tk.
1,069.00
32.103
12 mm plaster (1:4) with neat cement finishing in old/dilapitated septic tank
sqm
Tk.
391.00
32.104
Hire charge of welding set including welder cum fabricator and helper
per day
Tk.
1,397.00
32.105
Hire charge of suspended scaffolding (gondula) made of rope
per day
Tk.
382.00
32.106
Per day rate for Aluminium fabricator (labour rate)
per day
Tk.
1,207.00
32.107
Supply of essential hard wares and consumables for repairing aluminium door-widow
frame and shutter, partition etc.
32.107.1
Swing door clouser
each
Tk.
3,260.00
32.107.2
Swing door lock
each
Tk.
755.00
32.107.3
Swing door Mohiar
meter
Tk.
20.00
PWD SoR 2018 for Civil Works
REPAIR WORKS
Item No.
Description of items
Unit
240
Unit rate
32.107.4
Fixed Neoprene
meter
Tk.
10.00
32.107.5
Flush bolt
each
Tk.
386.00
32.107.6
Sliding door /window key lock
each
Tk.
241.00
32.107.7
Sliding door /window wheel
each
Tk.
85.00
32.107.8
Sliding door /window Mohiar
meter
Tk.
5.00
32.107.9
Sliding Neoprene
meter
Tk.
11.00
32.107.10
Sealant
gm
Tk.
4.00
32.107.11
Sliding door key lock (for window)
each
Tk.
97.00
32.107.12
4-bar hinge
each
Tk.
845.00
32.107.13
Casement handle
each
Tk.
314.00
32.107.14
Rivet for Aluminium work
each
Tk.
6.00
32.107.15
Screws for Aluminium work
each
Tk.
1.50
………………….. END OF DIVISION THIRTY TWO …………………..
LABORATORY TESTS OF ENGINEERING MATERIALS
Instruction to Procuring Entity:
DIVISION 33 A : LABORATORY TESTS OF ENGINEERING MATERIALS
Quantification guide to enter in tender documents.
Every tender shall bear related items from this division.
PWD SoR 2018 for Civil Works
241
a) The following table is provided as one of many quality controlling factors with the objective of estimating cost of material tests and to ensure quality leading to durable and safe structure. Sampling of
construction materials and products considered to be tested shall be done under the direct control and guidance of Procuring Entity. Representative(s) of the contractor shall be liable to collect or
prepare sample etc., send to the testing laboratories in an acceptable manner and collect authenticate copy / copies of test results / reports and duly submitted to the office of the Procuring Entity.
Procuring Entity shall recommend the contractor to prepare bill for payment. It is to be noted that materials and products to be tested and its frequencies described here are merely as minimum and
Procuring Entity may consider for more tests from Table A of this division
b) Tests are to be done in the nearest laboratory as far as possible.
c) Procuring Entity may include any other material or tests in their estimate with intimation to Convener, Schedule of Rates Committee, PWD.
d) Laboratory testing service provider:
Description of item
HBRI : Housing and Building Research Institute. 120/3 Darus-Salam, Mirpur, Dhaka. Phone: +8802-9035057.
BUET (BRTC) : Bangladesh University of Engineering & Technology. Dhaka-1000. (Bureau of Research, Testing & Consultation) Phone: +8802-55167228-57, Ext: 7226.
KUET (CRTS) : Khulna University of Engineering & Technology. Khulna-9203. (Centre for Research Testing & Services). Phone: +88041-769468-75
RUET (DCE) : Rajshahi University of Engineering & Technology. (Department of Civil Engineering). Phone: +880721-750372.
SUST (CRTC) : Shahjalal University of Science & Technology. Sylhet-3114. (Centre for Research Testing & Consultancy). Phone: +880821-713491, Ext: 269.
CUET (BRTC) : Chittagong University of Engineering & Technology, Chittagong-4349. (Bureau of Research, Testing & Consultation). Phone: +880031-714948, +8801765596552.
DUET (DCE) : Dhaka University of Engineering & Technology, Gazipur-1700. (Department of Civil Engineering). Phone: +88-02-9204708, +8801711661176
Item
1.
2.
3.
4.
5.
6.
7.
33.0
Conducting laboratory test of engineering materials during construction in progressive manner well fitted with physical progress of work, by the procuring entity, with all logistic support
supposed to be given by the contractor; where sampling, sample sending to laboratory and collecting test results from the samples to laboratory shall be under strict control and guidance of
procuring entity following the norms elucidated in respective material standards like BDS, EN, ASTM, ISO, IS etc. and paid to the contractor after complete and proper documentation on:
1) laboratory test results in original
2) evidence of receiving samples in the laboratory in correct order
3) forwarding letter of procuring entity addressed to laboratory for testing
4) evidence of receiving “forwarding letter” with recipients’ full address and contact number
5) conformation on samples tested that sent in sealed condition bearing the signature and date of procuring entity
6) ensurance documents of sealing, signing and sending the samples.
LABORATORY TESTS OF ENGINEERING MATERIALS
7 days strength:
1 set of 3
samples per
Building Unit.
3
Foundation
28 days
strength:
1 set of 3
samples per
3000 sft or less
of PLA per floor.
7 days strength:
1 set of 3
samples per
Building Unit.
4
Column
7 days strength:
1 set of 3
samples per
floor per Building
Unit.
28 days
strength:
1 set of 3
samples per
1500 sft or less
of PLA per floor.
7 days strength:
1 set of 3
samples per
floor per Building
Unit.
5
Slab, Beam,
Wall/ Brick Wall
6
Others
Structural Components & Testing Frequency
Compressive
strength:
Concrete cylinders
100 x 200 mm
28 days
strength:
1 set of 3
samples per
1500 sft or less
of PLA.
7 days strength:
1 set of 3
samples per
Building Unit.
Lab Test Items
Compressive
strength:
Concrete cylinders
100 x 200 mm
7 days strength:
1 set of 3
samples per
Building Unit.
28 days
strength:
1 set of 3
samples per
1500 sft or less
of PLA per floor.
Item No.
Compressive
strength:
Concrete cylinders
150x 300 mm
28 days
strength:
1 set of 3
samples per
3000 sft or less
of PLA per floor.
In - situ Core
cutting & testing
without Scanning
excluding field visit*
-
Average
Compressive
Strength, f'cr
CONCRETE
Compressive
strength:
Concrete cylinders
150x 300 mm
28 days
strength:
1 set of 3
samples per
1500 sft or less
of PLA.
1 set of 3
samples per
Building Unit.
2
33.1.3
1 set of 3
samples per
Building Unit.
1
33.1
33.1.1.1
33.1.1.2
33.1.2.1
33.1.2.2
33.1.1
33.1.2
Remarks
7
1. Any one of
100mm x
200mm and
150mmx300
Cylinder may be
tested.
2. in case of
brand change,
non compliance
of test results
etc. contractor
will be liable for
additional tests
and costs.
More tests might
be needed as
and when
deemed by the
Design Office.
PWD SoR 2018 for Civil Works
-
-
-
8
HBRI
3900.00
3900.00
2200.00
2200.00
9
BUET
(BRTC)
-
3500.00
3500.00
2200.00
2200.00
10
KUET
(CRTS)
-
2800.00
2800.00
2800.00
2800.00
11
RUET
(DCE)
-
1800.00
1800.00
1500.00
1500.00
12
SUST
(CRTC)
-
3000.0
3000.0
2000.0
2000.0
13
CUET
(BRTC)
-
3900.00
3900.00
2200.00
2200.00
14
DUET
(DCE)
242
-
6400.00
UNIT RATES PER SET OF TEST in BDT
-
-
Once for getting
approval of
cement type &
brand, per 5000
sft or less of
PLA.
Once per brand.
Once for getting
approval of
cement type &
brand, per 5000
sft or less of PLA
per floor.
Once per brand.
-
-
5250.0
-
-
7500.0
-
3000.00
4000.00
9200.00
-
243
13300.00
6600.00
1800.00
2500.0
PWD SoR 2018 for Civil Works
-
9900.00
2500.00
1200.00
-
This test is not a
general
requirement,
however needs
to be carried out
as and when
deemed by the
Design Office.
9900.00
4000.00
2000.00
Randomly once
per 500 sft of
PLA.
6000.00
4300.00
3000.00
Randomly once
per 500 sft of
PLA.
2500.00
3100.00
Randomly once
per 500 sft of
PLA.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
-
Once for getting
approval of
cement type &
brand, per 5000
sft or less of PLA
per floor.
Once for getting
approval of
cement type &
brand, per 5000
sft or less of PLA
per floor.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
Once for getting
approval of
cement type &
brand, per 5000
sft or less of PLA
per floor.
Once per brand.
Once for getting
approval of
cement type &
brand, per 5000
sft or less of
PLA.
-
LABORATORY TESTS OF ENGINEERING MATERIALS
33.1.4
In-situ Core cutting
& testing with
Scanning,
excluding field
visit*
CEMENT
Slump Test at field
33.2
33.1.5
33.2.1
Fineness
Setting time: Initial
& Final
Compressive
Strength
(3, 7 and 28 days)
33.2.2
33.2.3
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
Composition
Analysis
Soundness
Once per brand.
Once per brand.
LABORATORY TESTS OF ENGINEERING MATERIALS
33.2.4
33.2.5
Once per brand.
Once per brand.
-
-
244
-
PWD SoR 2018 for Civil Works
7500.00
-
-
consult
lab
-
Once per brand.
-
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
-
-
-
consult
lab
-
Once per brand.
REBAR
2400.00
(up to
25mm)
3500.00
(above
25mm &
up to
32mm)
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
33.3
-
2200.0
(up to
25mm)
3000.0
(above
25mm
& up to
32mm)
-
33.3.1
TENSILE
STRENGTH
TESTS:
Yield Strength
Ultimate strength
% Elongation etc.
1800.00
(up to
25mm)
2400.00
(above
25mm &
up to
32mm)
2400.00
(up to
25mm)
3500.00
(above
25mm &
up to
32mm)
1 set of 3
samples. /4800
sft or less of
PLA/floor,
Minimum 1 set.
additional set for
each change in
brand.
2500.00
(up to
25mm)
3700.00
(above
25mm &
up to
32mm)
1 set of 3
samples /12000
sft or less of
PLA/floor,
Minimum 1 set.
additional set for
each change in
brand.
1000.00
(up to
25mm)
1100.00
(above
25mm)
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
1 set of 3
samples. /2000
sft or less of
PLA. Minimum 1
set. additional
set for each
change in brand.
-
1000.0
(up to
25mm)
1100.0
(above
25mm)
900.00
Bend
33.3.2
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
1000.00
(up to
25mm)
1200.00
(above
25mm)
1 set of 3
samples. /4800
sft or less of
PLA/floor,
Minimum 1 set.
additional set for
each change in
brand.
1000.00
(up to
25mm)
1200.00
(above
25mm)
1 set of 3
samples /12000
sft or less of
PLA/floor,
Minimum 1 set.
additional set for
each change in
brand.
-
1500.00
(up to
25mm)
1650.00
(above
25mm)
1200.00
(up to
25mm)
1300.00
(above
25mm)
1 set of 3
samples /2000
sft or less of
PLA. Minimum 1
set. additional
set for each
change in brand.
33.3.3
1400.0
(up to
25mm)
1500.0
(above
25mm)
-
Rebend Test
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
1000.00
(up to
25mm)
1200.00
(above
25mm)
1 set of 3
samples. /4800
sft or less of
PLA/floor,
Minimum 1 set.
additional set for
each change in
brand.
1600.00
(up to
25mm)
1800.00
(above
25mm)
1 set of 3
samples /12000
sft or less of
PLA/floor,
Minimum 1 set.
additional set for
each change in
brand.
1700.00
(up to
25mm)
1900.00
(above
25mm)
1 set of 3
samples /2000
sft or less of
PLA. Minimum 1
set. additional
set for each
change in brand.
-
-
-
LABORATORY TESTS OF ENGINEERING MATERIALS
Fatigue Test
Composition
Analysis
33.3.4
33.3.5
Carbon Equivalent
COARSE AGGREGATE
33.3.6
33.4
1 set of 3
samples /1500
sft or less of
PLA. Minimum 1
set.
1 set of 3
samples /1500
sft or less of
PLA. Minimum 1
set.
1 set of 3
samples /1500
sft or less of
PLA. Minimum 1
set.
Sieve Analysis
Aggregate crushing
value (ACV)
Absorption and
Specific Gravity
Unit Weight
33.4.1
33.4.2
33.4.3
33.4.4
1 set of 3
samples /1500
sft or less of
PLA. Minimum 1
set.
-
-
-
1 set of 3
samples/2500 sft
or less of PLA.
Minimum 1 set.
1 set of 3
samples/2500 sft
or less of PLA.
Minimum 1 set.
1 set of 3
samples/2500 sft
or less of PLA.
Minimum 1 set.
1 set of 3
samples/2500 sft
or less of PLA.
Minimum 1 set.
1 set of 3
samples /3000
sft or less of
PLA. Minimum 1
set.
1 set of 3
samples /3000
sft or less of PLA
/ Building Unit,
Minimum 1 set.
-
-
-
in case of non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
in case of non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
Only if
demanded by
the design office.
Only if
demanded by
the design office.
Only if
demanded by
the design office.
2500.00
1500.00
2500.00
7700.00**
6800.00**
5000.00**
6800.00**
6000.00
6000.00
4000.00
6000.00
3000.00
-
2000.00
2700.00
Consult Laboratory
Consult Laboratory
Consult Laboratory
2500.00
-
-
1500.00
4000.0
-
2500.0
3500.0
6000.00
4000.00
4000.00
3800.00
245
1 set of 3
samples /3000
sft or less of
PLA. Minimum 1
set.
in case of non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
3000.00
PWD SoR 2018 for Civil Works
1 set of 3
samples /3000
sft or less of
PLA. Minimum 1
set.
in case of non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
Salt content or
Sulphate content
C.B.R
1 set 3 times per
3000 sft.
(applicable to
road work).
1 set of 3
samples /1500
sft or less of
PLA. Minimum 1
set.
LABORATORY TESTS OF ENGINEERING MATERIALS
33.4.5
33.4.6
LOS ANGELES
ABRASION TEST
FINE AGGREGATE
33.4.7
33.5
Sieve Analysis
1 set 3 times per
3000 sft.
(applicable to
road work).
33.5.1
1 set of 3
samples /1500
sft or less of
PLA. Minimum 1
set.
1 set of 3
samples/2500 sft
or less of PLA.
Minimum 1 set.
2 set 3 times per
3000 sft.
(applicable to
road work).
1 set 3 times per
3000 sft.
(applicable to
road work).
1 set of 3
samples/2500 sft
or less of PLA.
Minimum 1 set.
30000.0
2000.00
2500.00
10000.0
1500.00
2500.0
4500.0
31000
2000.0
3800.00
7000.00
55000.00
3000.00
246
50000.00
3600.00
1500.00
PWD SoR 2018 for Civil Works
59800.00
7000.00
1500.00
3500.00
1 set 0f 3
samples /3000
sft or less of
PLA. Minimum 1
set.
in case of non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
-
7700.00
3000.00
-
3 set 3 times per
3000 sft.
(applicable to
road work).
in case of non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
4000.00
3800.00
3200.00
(Salt
content)
1 set 3 times per
3000 sft.
(applicable to
road work).
in case of non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
1500.00
3000.00
(Sulphate
content)
1 set of 3
samples /3000
sft or less of
PLA. Minimum 1
set.
in case of non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
Unit Weight
Absorption and
Specific Gravity
Bulking of Sand
-
-
Once per
Building Unit
Once per
Building Unit
1 set of 3
samples /1500
sft or less of
PLA. Minimum 1
set.
1 set 3 samples
/1500 sft or less
of PLA.
Minimum 1 set.
LABORATORY TESTS OF ENGINEERING MATERIALS
33.5.2
33.5.3
33.5.4
Mica content
(Visual
observation/Microsc
opic)
33.5.5
33.5.6
Organic Impurities
Salt content or
Sulphate content
33.5.7
1 set 3
samples/2500 sft
or less of PLA.
Minimum 1 set.
1 set of 3
samples/2500 sft
or less of PLA.
Minimum 1 set.
Once per floor of
Building Unit.
Once per floor of
Building Unit.
-
-
1500.00
6800.00
4500.00
5000.00
6000.00
3000.00
3600.00
-
1700.00
-
-
-
5000.0
-
2500.0
3000.00
5500.00
4000.00
4000.00
247
1 set 3 samples
/3000 sft or less
of PLA. Minimum
1 set.
in case of non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
2500.00
5500.00 /
15000.00
2000.0
PWD SoR 2018 for Civil Works
1 set of 3
samples /3000
sft or less of
PLA. Minimum 1
set.
in case of non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
-
1500.00
Once per floor of
Building Unit.
2000.00
-
in case of non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
3500.00
7000.0
3000.00
-
3200.00
(Salt
content)
-
2500.0
Once per floor of
Building Unit.
4000.00
1500.00
3000.00
(Sulphate
content)
10000.00
/
18000.00
3000.00
in case of non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
-
16600.00
/
26200.00
3500.00
-
3500.00
Only demanded
by design office
or, felt by PE on
visit site sample
/source.
2000.00
-
Only demanded
by design office
or, felt by PE on
visit site sample
/source.
Once when
Building Unit in
brick work.
Once when
Building Unit in
brick work.
Once when
Building Unit in
brick work.
-
LABORATORY TESTS OF ENGINEERING MATERIALS
Clay lump and
friable particles
BRICKS
33.5.8
33.6
Crushing Strength
Size & Shape
Unit Weight
Water Absorption
33.6.1
33.6.2
33.6.3
33.6.4
Once when
Building Unit in
brick work.
-
Once per floor of
Building Unit.
Once per floor of
Building Unit.
Once per floor of
Building Unit.
Once per floor of
Building Unit.
1 set of 3
samples/2500 sft
or less of PLA.
Minimum 1 set.
1 set of 3
samples/2500 sft
or less of PLA.
Minimum 1 set.
-
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
Only demanded
by design office
or, felt by PE on
visit site sample
/source.
-
1500.00
2500.00
2300.00
3100.00
4300.00
2400.00
4800.00
5700.00
3000.00
4000.00
2000.00
4000.00
5700.00
2300.00
2300.00
1500.00
2700.00
2500.00
1800.00
1800.00
1500.00
-
-
2500.0
3000.0
2000.0
4000.0
3000.0
3100.00
4000.00
2400.00
4800.00
5000.00
248
1 set of 3
samples/2500 sft
or less of PLA.
Minimum 1 set.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
2000.00
PWD SoR 2018 for Civil Works
1 set of 3
samples/2500 sft
or less of PLA.
Minimum 1 set.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
Efflorscence
LABORATORY TESTS OF ENGINEERING MATERIALS
33.6.5
HOLLOW BRICKS
-
-
Once when
Building Unit in
brick work.
33.7
Absoprtion
Unit Weight
33.7.1
33.7.2
Once per floor of
Building Unit.
-
-
1 set of 3
samples/2500 sft
or less of PLA.
Minimum 1 set.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
-
2500.00
4300.00
2400.00
4800.00
4000.00
2000.00
4000.00
2200.00
1500.00
3000.00
-
-
2100.00
-
-
3500.0
-
-
4500.00
249
1 set of 3
samples/3000 sft
or less of PLA.
Minimum 1 set.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
-
PWD SoR 2018 for Civil Works
1 set of 3
samples/3000 sft
or less of PLA.
Minimum 1 set.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
-
LABORATORY TESTS OF ENGINEERING MATERIALS
Compresive
Strength
TILES (FLOOR & WALLS)
33.7.3
33.8
-
-
-
Size & Shape
Modulus of Rupture
Absorption
33.8.1
33.8.2
33.8.3
-
-
-
-
1 set 3
samples/2000 sft
or less of
PLA/floor.
Minimum 1 set.
1 set 3
samples/2000 sft
or less of
PLA/floor.
Minimum 1 set.
1 set of 3
samples/2000 sft
or less of
PLA/floor.
Minimum 1 set.
1 set of 3
samples/3000 sft
or less of PLA.
Minimum 1 set.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
-
-
PWD SoR 2018 for Civil Works
-
4000.00
3000.00
4400.00
-
-
2500.0
2200.00
-
2200.00
-
-
-
-
3100.00
2000.0
3100.00
-
-
-
2900.00
-
2900.00
250
Flexural
-
-
-
-
LABORATORY TESTS OF ENGINEERING MATERIALS
33.8.4
Wrape
PAINT
33.8.5
33.9
Resistance to heat
Resistance to water
33.9.1
33.9.2
-
-
-
-
1 set of 3
samples/2000 sft
or less of
PLA/floor.
Minimum 1 set.
1 set of 3
samples/2000 sft
or less of
PLA/floor.
Minimum 1 set.
1 set of 3
samples/2000 sft
or less of
PLA/floor.
Minimum 1 set.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
-
-
-
2900.00
-
-
Consult Laboratory.
Consult Laboratory.
-
-
-
-
-
3000.0
-
-
PWD SoR 2018 for Civil Works
1 set of 3
samples/2000 sft
or less of
PLA/floor.
Minimum 1 set.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
251
Spreading capacity
Washability
Weight per 10 litres
Member Size &
Shape.
1 set of 3
samples/2000 sft
or less of
PLA/floor.
Minimum 1 set.
1 set of 3
samples/2000 sft
or less of
PLA/floor.
Minimum 1 set.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
in case of brand
change, non
compliance of
test results etc.
contractor will be
liable for
additional tests
and costs.
Consult Laboratory
Consult Laboratory
Consult Laboratory.
Consult Laboratory.
Consult Laboratory.
-
1 set of 3
samples/3000 sft
or less of
PLA/floor.
Minimum 1 set.
As and when
required by the
PE
-
-
To be recorded
by PE.
-
-
-
-
-
-
-
-
-
-
LABORATORY TESTS OF ENGINEERING MATERIALS
33.9.3
33.9.4
33.9.5
uPVC PIPE
-
-
-
-
METAL MADE GRILLS
33.10.2
1/2" - 4"
33.10
33.11
Pressure Test
Tensile Strength.
33.11.1
33.10.1
33.11.1.1
-
-
As and when
required by the
PE
-
-
PWD SoR 2018 for Civil Works
-
252
Aceton Test
Dimension Test
-
-
-
-
-
-
-
-
-
-
-
-
LABORATORY TESTS OF ENGINEERING MATERIALS
33.11.1.2
33.11.1.3
Heat Reversion
Test
Impact Test
33.11.1.5
Tensile Test
33.11.1.4
33.11.1.6
Filter Test
5" - 6"
33.11.1.7
32.11.2
Pressure Test
Aceton Test
Dimension Test
33.11.2.1
33.11.2.2
33.11.2.3
Heat Reversion
Test
Impact Test
33.11.2.5
Tensile Test
33.11.2.4
33.11.2.6
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
PWD SoR 2018 for Civil Works
-
As and when
required by the
PE
253
-
-
-
-
-
-
-
-
-
-
-
-
LABORATORY TESTS OF ENGINEERING MATERIALS
Filter Test
7" - 8"
33.11.2.7
33.11.3
Pressure Test
Aceton Test
Dimension Test
33.11.3.1
33.11.3.2
33.11.3.3
Heat Reversion
Test
Impact Test
33.11.3.5
Tensile Test
33.11.3.4
33.11.3.6
Filter Test
10"
33.11.3.7
33.11.4
Pressure Test
Impact Test
Aceton Test
Dimension Test
33.11.4.1
33.11.4.2
33.11.4.3
33.11.4.4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
PWD SoR 2018 for Civil Works
-
As and when
required by the
PE
254
33.11.4.5
Tensile Test
Heat Reversion
Test
-
-
-
-
-
-
-
-
-
-
-
-
LABORATORY TESTS OF ENGINEERING MATERIALS
33.11.4.6
Filter Test
12"
33.11.4.7
33.11.5
Pressure Test
Tensile Test
Heat Reversion
Test
Impact Test
Aceton Test
Dimension Test
33.11.5.1
33.11.5.2
33.11.5.3
33.11.5.4
33.11.5.5
33.11.5.6
Filter Test
14"
33.11.5.7
33.11.6
Pressure Test
Dimension Test
33.11.6.1
33.11.6.2
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
PWD SoR 2018 for Civil Works
-
As and when
required by the
PE
255
Aceton Test
-
-
-
-
-
-
-
-
-
-
-
-
LABORATORY TESTS OF ENGINEERING MATERIALS
33.11.6.3
Heat Reversion
Test
Impact Test
33.11.6.5
Tensile Test
33.11.6.4
33.11.6.6
Filter Test
16"
33.11.6.7
33.11.7
Pressure Test
Aceton Test
Dimension Test
33.11.7.1
33.11.7.2
33.11.7.3
Impact Test
Heat Reversion
Test
33.11.7.4
33.11.7.5
Tensile Test
Filter Test
33.11.7.6
33.11.7.7
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
As and when
required by the
PE
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
PWD SoR 2018 for Civil Works
-
As and when
required by the
PE
Note: Follow Division 33 B : Laboratory charge for testing of materials or consult laboratory for the rates of test items not found here.
256
2
Materials and Name of Tests
3
Sample
Size
BRTC, BUET
6
CRTS, KUET
7
DCE, RUET
8
CRTC, SUST
9
BRTC, CUET
10
DCE, DUET
257
HBRI
5
PWD SoR 2018 for Civil Works
4
RATE
DIVISION 33 B: LABORATORY CHARGE FOR TESTING OF MATERIALS
LABORATORY CHARGE FOR TESTING OF MATERIALS
SL.No.
1
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
Modified Proctor or Vibrating Hammer
Standard Proctor test of aggregate (MDD)
Effect of organic impurities
Organic Impurities
Mica content (Visual observation/Microscopic)
L.A. Abrasion (ASTM C535 or ASTM C131)
Flakiness Index (FI)
Elongation Index (EI)
Coal and lignite
Clay lump and friable particles
CBR of base and sub-base material
Bulking of Sand
Angularity Number in/c sp. gr.
Aggregate impact value (AIV)
Aggregate crushing value (ACV)
Absorption and Specific Gravity
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
-
2500.00
-
-
-
-
2000.00
-
4000.00
3000.00
3000.00
-
2300.00
-
-
-
-
3000.00
2500.00
Tk. 8700.00
Tk. 6800.00
Tk. 3500.00
Tk. 39500.00
Tk. 24100.00
Tk. 19200.00
Tk. 3500.00
Tk.16600/26200
Tk.
Tk. 8000.00
Tk. 8700.00
Tk.
-
-
Tk. 5700.00
Tk. 59800.00
Tk.5500/15000
Tk. 9600.00
Tk. 5700.00
Tk. 7700.00
Tk. 6800.00
Tk. 6000.00
Tk. 5000.00
Tk. 3200.00
Tk. 32000.00
Tk. 21000.00
Tk. 17200.00
Tk. 3500.00
Tk.10000/18000
Tk. 7000.00
Tk. 6000.00
Tk. 5000.00
Tk. 2400.00
Tk. 5700.00
Tk. 50000.00
Tk. 5000.00
Tk. 4500.00
Tk. 5000.00
Tk. 6000.00
Tk. 6000.00
Tk. 3300.00
Tk. 2700.00
Tk. 2000.00
Tk. 18000.00
Tk. 12000.00
Tk. 11000.00
Tk. 3000.00
Tk. 4000.00
Tk. 3600.00
Tk. 3300.00
Tk. 2500.00
Tk. 2500.00
Tk. 2500.00
Tk. 30000.00
Tk. 3600.00
Tk. 3300.00
Tk. 3000.00
Tk. 3000.00
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
-
1500.00
1500.00
-
-
-
1500.00
-
2500.00
2000.00
3000.00
-
-
-
3000.00
2500.00
2500.00
2700.00
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
-
3500.00
2000.00
20000.00
12000.00
10000.00
2500.00
7000.00
4500.00
4200.00
4500.00
3500.00
3000.00
31000.00
5000.00
5000.00
3000.00
4000.00
-
Tk. 3800.00
Tk. 3000.00
Tk. 30000.0
Tk. 20000.0
-
Tk. 3000.00
-
Tk. 7000.00
Tk. 8000.00
Tk. 8000.00
-
Tk. 5000.00
Tk. 55000.0
Tk. 5500.00
-
Tk. 5000.00
Tk. 6000.00
Tk. 4000.00
AGGREGATES
16
Salt content or Sulphate content
1
Tk.
-
17
Sieve analysis (CA)
1
10000.00
18
Sieve analysis (Ballast)
-
19
RATE
PWD SoR 2018 for Civil Works
258
Tk. 3800.00
Materials and Name of Tests
LABORATORY CHARGE FOR TESTING OF MATERIALS
SL.No.
2500.00
Tk. 3800.00
DCE, DUET
Tk.
-
Tk. 19000.0
BRTC, CUET
1500.00
Tk.
10000.00
Tk. 21000.0
CRTC, SUST
Tk.
-
Tk.
10000.00
Tk. 10000.0
DCE, RUET
Tk. 1500.00
Tk.
-
Tk.
6000.00
Tk. 4000.00
CRTS, KUET
Tk. 3000.00
Tk. 1800.00
Tk.
-
Tk.
2500.00
Tk. 4000.00
BRTC, BUET
Tk. 3800.00
Tk. 3000.00
Tk. 10500.00
Tk.
2500.00
Tk.
2500.00
Tk. 6000.00
HBRI
1500.00
Tk. 3800.00
Tk. 17500.00
Tk. 12000.00
Tk.
-
Tk.
4000.00
Sample
Size
Tk.
2000.00
Tk. 19200.00
Tk. 17500.00
Tk. 4800.00
Tk.
-
Tk.
10
1
Tk.
Tk. 19200.00
Tk. 10000.00
Tk. 2000.00
Tk.
1500.00
9
Sieve analysis (FA)
1
Tk.
Tk. 11500.00
Tk. 4000.00
Tk. 1700.00
Tk.
8
20
Wash sieve analysis
1
Tk.
-
Tk. 5000.00
Tk. 3000.00
Tk. 3000.00
7
21
Soundness with Na2SO4
1
Tk.
1500.00
Tk. 4500.00
Tk. 4000.00
6
22
Soundness with Mg2SO4
1
Tk.
1500.00
Tk. 7700.00
5
23
Ten percent fines (10% fines)
1
Tk.
3000.00
4
24
Unit weight of aggregate (CA)
1
Tk.
3
25
Unit weight of aggregate (FA)
1
2
26
Void ratio / Porosity
1
27
30
29
28
Concrete cylinders casting & testing
Concrete Spun
Compressive strength:
Concrete cylinders (150 x 300 mm)
Compressive strength :
Concrete cylinders (100 x 200 mm)
3
3
3
3
3
Tk.
Tk.
Tk.
Tk.
Tk.
-
3,920.63
-
-
-
-
Tk. 11700.00
Tk. 8400.00
Tk.
-
Tk. 3400.00
Tk. 3900.00
Tk. 2200.00
Tk. 10000.00
Tk. 8000.00
Tk. 15000.00
Tk. 3000.00
Tk. 3500.00
Tk. 2200.00
Tk.
Tk. 5000.00
Tk. 13000.00
Tk.
-
-
Tk. 2800.00
Tk. 2800.00
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
-
-
5000.00
-
-
1800.00
1500.00
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
60000.00
55000.00
-
6500.00
18000.00
-
3000.00
2000.00
-
-
Tk. 10000.0
Tk. 8400.00
-
-
Tk. 3900.00
Tk. 2200.00
CEMENT CONCRETE
31
Concrete beam in flexure
Tk.
Tk. 45000.00
Tk.
-
32
3
Tk. 60000.00
-
-
Concrete slab in flexure
Tk. 66000.00
Tk.
Tk.
33
Tk. 30,000.00
Tk. 45000.00
-
1
Tk. 65000.00
Tk.
Design of concrete mixes without admixture
[up to 25 MPa]
Tk. 72000.00
Tk. 45000.00
-
34
Tk. 40,000.00
Tk. 65000.00
-
1
Tk. 72000.00
Tk.
Design of concrete mixes using admixture
[up to 25 MPa]
-
-
35
Tk.
Tk.
1
Tk. 45000.00
Design of concrete mixes without admixture
[> 25 MPa]
Tk. 75000.00
36
Tk. 80000.00
1
-
Design of concrete mixes using admixture
[>25 MPa]
Tk.
37
Materials and Name of Tests
DCE, RUET
CRTC, SUST
BRTC, CUET
DCE, DUET
259
CRTS, KUET
PWD SoR 2018 for Civil Works
BRTC, BUET
RATE
HBRI
Tk. 3400.00
Sample
Size
3000.00
Tk. 4000.00
10
Tk.
3500.00
9
-
Tk.
8
Tk.
-
7
Tk. 2300.00
Tk.
6
Tk. 3200.00
-
5
Tk. 3400.00
Tk.
4
-
Tk. 3800.00
3
Tk.
Tk. 4000.00
2
LABORATORY CHARGE FOR TESTING OF MATERIALS
SL.No.
1
3
-
Cubes (< 200 mm)
Tk.
38
3
Tk. 6800.00
Cubes (> 200 mm - 300 mm)
5500.00
39
Tk.
-
-
-
Tk.
Tk.
-
-
Tk.
Tk.
Tk. 6800.00
1
-
-
Tk.
-
-
-
Tk.
-
-
Tk.
-
Tk.
-
Tk. 6400.00
Tk.
-
Tk.
-
5,000.00
-
Tk.
-
-
Tk.
Tk. 7100.00
Cubes (> 300 x 300 mm), for per core cutting,
each
1
Tk.
-
Tk.
Tk.
-
Tk.
-
-
Tk. 9200.00
Tk.
-
Tk.
Tk.
7500.00
Tk. 3000.00
Tk.
Tk. 2,700.00
Tk.
-
Tk. 4400.00
Tk.
2500.00
-
Tk. 6,700.00
Tk.
-
5250.00
Tk.
Tk.
-
Tk. 6,100.00
Tk.
Tk.
1200.00
-
Tk.
-
-
Tk. 6600.00
Tk.
1800.00
Tk.
Tk.
-
Tk.
Tk. 9900.00
Tk. 2000.00
Tk.
1000.00
-
Tk.
-
Tk. 9900.00
Tk. 3000.00
Tk. 2500.00
Tk.
-
Tk.
Tk.
6,000.00
Tk. 3,100.00
Tk. 4000.00
Tk. 1800.00
Tk.
Tk. 13,300.00
1
Tk.
2000.00
Tk. 4,300.00
-
10,000.00
Compressive strength, 3 & 7 days
1
Tk.
2500.00
Tk. 4000.00
Tk.
Tk.
-
40
a.In - situ Core cutting & testing without
Scanning excluding field visit*
1
Tk.
41
b. In-situ Core cutting & testing with Scanning
excluding field visit*
43
Compressive strength, 3, 7 and 28 days
1
Tk.
Tk. 2900.00
Tk. 4000.00
c.In- Lab Supplied Core Testing (3 Nos)
44
Fineness
1
2000.00
Tk. 4,300.00
b. In situ Winsor Pin test ( Per spot 3-test)
excluding field visit*
Tk.
-
13,000.00
Tk. 81,500.00
Tk. 7,300.00
Tk. 15,400.00
Tk. 60000.00
Tk. 4800.00
Tk. 14000.00**
Tk. 35000.00
Tk.
-
Tk. 9000.00
Tk.
Tk.
Tk.
-
-
-
Tk.
Tk.
Tk.
Tk.
Tk.
42000.00
-
11000.00
3500.00
5000.00
Tk. 60000.0
Tk. 6000.00
Tk. 16000.0
Tk. 4000.00
CEMENT
1
Tk.
-
Tk. 2500.00
Bitumen content
1
Tk.
1
45
Setting time
Tk.
3000.00
a. In situ Per spot Impact hammer test ( 3test) excluding field visit*
46
Normal Consistency
Tk.
42
47
Density/ Sp.Gr
49
Coating and stripping test
1
Tk. 4000.00
48
50
Design of A.C. mixes (Marshall)
BITUMEN
51
CRTC, SUST
9
BRTC, CUET
10
DCE, DUET
260
DCE, RUET
8
PWD SoR 2018 for Civil Works
CRTS, KUET
7
RATE
BRTC, BUET
6
62
61
60
59
58
57
56
55
54
53
52
Thin film oven
Theoretical Max. Sp. Gr. A.C. mixes
Standard penetration
Spot test
Specific gravity
Solubility
Softening point (R&B)
Loss on heating
Float test
Flash and fire-points
Ductility
Distillation
1
1
1
1
1
1
1
1
1
1
1
1
1
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
6800.00
-
-
-
-
3000.00
-
3000.00
3000.00
-
-
-
-
-
-
Tk. 9600.00
Tk. 11500.00
Tk. 12,600.00
Tk. 9,600.00
Tk. 6,400.00
Tk. 7,700.00
Tk. 5,200.00
Tk. 5,200.00
Tk. 5,200.00
Tk. 5,000.00
Tk. 5,000.00
Tk. 6,400.00
Tk. 5,200.00
Tk. 5,200.00
Tk. 5,000.00
Tk.
Tk. 10000.00
Tk. 7000.00
Tk. 9000.00
Tk. 10000.00
Tk. 7500.00
Tk. 5000.00
Tk. 6000.00
Tk. 4000.00
Tk. 4000.00
Tk. 4000.00
Tk. 4200.00
Tk. 4200.00
Tk. 4000.00
Tk. 4000.00
Tk. 4000.00
Tk. 4000.00
Tk. 6000.00
Tk. 4000.00
Tk. 3800.00
Tk. 4800.00
Tk. 5000.00
Tk. 3600.00
Tk. 2300.00
Tk. 3000.00
Tk. 2000.00
Tk. 2000.00
Tk. 2000.00
Tk. 2000.00
Tk. 2000.00
Tk. 2000.00
Tk. 2000.00
Tk. 2000.00
Tk. 2000.00
Tk. 6500.00
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
-
-
-
-
3000.00
-
-
1500.00
-
1500.00
1500.00
1500.00
1500.00
1500.00
1500.00
1500.00
-
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
-
4000.00
5500.00
6000.00
4500.00
-
3500.00
2500.00
-
2500.00
2500.00
2500.00
4000.00
2500.00
2500.00
2500.00
7500.00
Tk. 13000.0
Tk. 8000.00
Tk. 8000.00
-
Tk. 7500.00
Tk. 5000.00
Tk. 6000.00
Tk. 4000.00
Tk. 4000.00
Tk. 4000.00
Tk. 4000.00
Tk. 4000.00
-
Tk. 4000.00
Tk. 4000.00
Tk. 4000.00
-
Materials and Name of Tests
LABORATORY CHARGE FOR TESTING OF MATERIALS
SL.No.
HBRI
5
63
Viscosity (S.F.)
1
Tk.
-
Tk. 15400.00
Sample
Size
4
64
Viscosity (Kinemetic)
1
Tk.
-
3
65
Water content
1
Tk.
2
66
Any test on residue from loss-on-heating test
1
1
67
Any test on residue from thin film oven test
-
68
-
-
-
-
Tk.
Tk.
Tk. 2400.00
-
-
2000.00
Tk. 4800.00
Tk.
Tk.
Tk.
4000.00
Tk. 4000.00
-
-
Tk.
Tk. 8200.00
Tk.
Tk.
-
Tk. 9600.00
Tk. 10000.00
Tk. 1500.00
Tk.
5700.00
Tk. 11500.00
Tk. 2000.00
Tk. 2700.00
Tk.
-
Tk. 2400.00
Tk. 4000.00
1
Tk.
1500.00
Tk. 4800.00
Ash content / Inorganic matter
Tk.
2500.00
69
5
Tk.
In-situ Core Cutting & Test excluding Field
visit*
Absorption
5
70
71
Crushing strength
BRICKS
72
Materials and Name of Tests
LABORATORY CHARGE FOR TESTING OF MATERIALS
SL.No.
PWD SoR 2018 for Civil Works
261
DCE, DUET
RATE
BRTC, CUET
Tk. 4500.00
CRTC, SUST
3500.00
Tk. 3100.00
DCE, RUET
Tk.
2500.00
Tk. 4000.00
CRTS, KUET
2100.00
Tk.
3000.00
-
BRTC, BUET
Tk.
1800.00
Tk.
3500.00
HBRI
Tk. 3000.00
Tk.
1800.00
Tk.
Sample
Size
Tk. 4000.00
Tk. 2300.00
Tk.
-
10
Tk. 4800.00
Tk. 3000.00
Tk. 2300.00
Tk.
9
Tk. 3100.00
Tk. 4000.00
Tk. 6500.00
8
2500.00
Tk. 6100.00
Tk. 5300.00
7
Tk.
2000.00
-
6
10
Tk.
Tk.
5
Efflorescence
5
Tk.
-
4
73
Size and shape
5
Tk.
3
74
Unit weight
5
2
75
Acid Resistance (Vitriol)
1
76
77
Compressive strength of Road Kerb Stone
Compressive strength of hollow bricks,
Paver, Concrete blocks etc.
3
3
Tk.
Tk.
-
-
Tk. 2400.00
Tk. 4400.00
Tk. 3600.00
Tk. 2000.00
Tk. 4000.00
Tk. 3000.00
Tk. 1500.00
Tk. 3000.00
Tk. 3000.00
Tk.
Tk.
Tk.
-
-
-
Tk.
Tk.
Tk.
-
-
-
-
-
-
HOLLOW / SPECIAL BRICK BLOCKS
78
-
-
Tk.
-
3
Tk.
Tk. 5400.00
Absorption
-
4500.00
Tk. 30000.0
79
Tk.
Tk.
20000.00
Tk. 50000.0
-
-
Tk.
-
-
Tk.
Tk.
-
Tk.
25000.00
Tk.
Tk. 4000.00
Tk.
-
Tk.
Tk.
Tk. 21000.00
Tk.
-
Tk.
Tk. 5000.00
-
Tk.
Tk. 3700.00
Tk. 2200.00
Tk. 6100.00
Tk. 20000.00
Tk.
-
3000.00
Tk. 5700.00
Tk. 4000.00
Tk. 5400.00
-
Tk.
Tk.
4500.00
Tk. 6600.00
Tk. 4300.00
-
Tk. 33100.00
Tk.
-
-
Tk.
5500.00
Tk. 7900.00
-
Tk.
-
Tk. 60000.00
Tk.
Tk.
-
Tk.
6500.00
-
Tk.
Tk.
-
-
Tk. 2500.00
Tk.
-
Tk.
9000.00
3
1
Tk.
-
Tk.
Tk. 3500.00
Tk. 3000.00
Tk.
-
Tk.
Unit Weight
Pressure gauge/ dial gauge
1
Tk.
-
Tk. 3700.00
Tk. 5000.00
Tk. 4000.00
Tk.
-
80
82
Hydraulic Jack with Pressure Gauge regular
1
Tk.
-
Tk. 6000.00
Tk. 6000.00
Tk. 5500.00
Tk.
89
88
Proving ring (> 500 kN)
1
-
83
Hydraulic Jack with Pressure Gauge large
1
Tk.
-
Tk. 7000.00
Tk. 7000.00
Tk. 6500.00
3
84
Hydraulic Jack with Pressure Gauge, above
800 ton
1
Tk.
-
Tk. 8500.00
Tk. 12000.00
Compressive strength of hollow bricks,
Paver, Concrete blocks etc. in/c unit weight
85
Deflection dial
1
Tk.
-
Tk. 17500.00
81
86
Proving ring (< 100 kN)
1
Tk.
-
Compression Testing machine excluding field
visit*
GAUGES (Calibration)
87
Proving ring (100 kN - 500 kN)
1
Tk.
90
Materials and Name of Tests
LABORATORY CHARGE FOR TESTING OF MATERIALS
SL.No.
262
DCE, DUET
PWD SoR 2018 for Civil Works
BRTC, CUET
RATE
CRTC, SUST
Tk. 10000.0
DCE, RUET
9000.00
-
CRTS, KUET
Tk.
8000.00
-
BRTC, BUET
-
Tk.
-
-
HBRI
Tk.
-
Tk.
-
Sample
Size
Tk. 9000.00
Tk.
-
Tk.
10
Tk. 10000.00
Tk. 6500.00
Tk.
-
9
Tk. 10700.00
Tk. 9000.00
Tk. 6500.00
Tk.
8
Tk. 9700.00
-
7
Tk.
-
Tk. 9000.00
Tk.
6
1
Tk.
Tk. 15000.00
Tk. 9000.00
5
Dynamometer
1
Tk. 15000.00
4
91
Balance up to 20 kg
Tk.
-
3
92
Blaine Apparatus
Tk.
2
93
Vibration Machine
1
94
106
105
104
103
102
101
100
99
98
97
96
95
Re-bend test (above 25 mm)
Bend test (above 25 mm)
Re-bend test (up to 25 mm)
Bend test (up to 25 mm)
Tension (plain bar > 25 mm)
Tension (deformed bar > 25 mm)
Tension (plain bar up to 25 mm)
Tension (deformed bar up to 25 mm)
In-situ pipe testing excluding field visit*
Pipes (dia above 1200 mm & up to 1524 mm)
Pipes (dia above 900 & up to 1200 mm)
Pipes (dia above 600 & up to 900 mm)
Pipes (dia up to 600 mm)
3
3
3
3
3
3
3
3
3
1
1
1
1
1
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
-
-
-
-
900.00
-
900.00
-
-
-
-
-
-
-
-
-
Tk. 4000.00
Tk. 4000.00
Tk.
Tk. 1900.00
Tk. 1300.00
Tk. 1700.00
Tk. 1200.00
Tk.
Tk. 3700.00
Tk.
-
Tk. 2500.00
Tk. 8700.00
Tk. 13000.00
Tk. 10200.00
Tk. 7900.00
Tk. 7200.00
Tk. 3000.00
Tk. 2500.00
Tk. 2000.00
Tk. 1800.00
Tk. 1200.00
Tk.
Tk.
Tk.
1000.00
-
Tk. 3500.00
Tk.
1600.00
-
Tk. 2400.00
Tk. 8000.00
Tk. 12000.00
Tk. 10000.00
Tk. 7500.00
Tk. 7000.00
Tk. 2,352.38
Tk. 1800.00
Tk. 2500.00
Tk. 1200.00
Tk. 1200.00
Tk. 1000.00
Tk. 1000.00
Tk. 2400.00
Tk. 2500.00
Tk. 1800.00
Tk. 1800.00
Tk. 3800.00
Tk.
-
Tk. 8000.00
Tk. 6000.00
Tk. 4500.00
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
3000.00
2000.00
3500.00
1500.00
1100.00
1400.00
1000.00
-
3000.00
-
2200.00
-
-
-
-
-
Tk. 3500.00
-
-
Tk. 1650.00
Tk. 1100.00
Tk. 1500.00
Tk. 1000.00
-
-
-
-
-
RCC PIPES (Max. length of pipe is 2'- 6")
107
Shear test
3
Tk.
STEEL
108
Hardness (rock-well)
3
-
-
Tk. 3500.00
-
Tk. 2400.00
109
Impact
-
110
LABORATORY CHARGE FOR TESTING OF MATERIALS
116
115
114
113
112
111
Strand
H.T. Wire
Weight
Tension (eye-hooks, anchor bolt)
Spring test
Deformation measurement
Stress-strain curves (modulus of elasticity)
3
3
3
3
1
1
3
3
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
HBRI
-
-
-
-
-
-
-
6,000.00
4
-
Tk. 2900.00
Tk. 3100.00
Tk. 2200.00
Tk.
Tk. 14400.00
Tk. 8000.00
Tk.
Tk. 6200.00
Tk. 3300.00
Tk. 3000.00
Tk. 10000.00
5
BRTC, BUET
Tk. 22500.00
Tk.
Tk. 2900.00
Tk. 3100.00
Tk. 2200.00
Tk.
Tk. 13000.00
Tk. 7000.00
Tk.
Tk. 4000.00
Tk. 3000.00
Tk. 2500.00
Tk. 8000.00
6
-
CRTS, KUET
Tk. 6000.00
Tk. 16000.00
Tk.
Tk.
Tk.
Tk.
Tk.
-
-
-
Tk. 3600.00
750.00
Tk. 3000.00
Tk. 2400.00
Tk. 1800.00
Tk. 7000.00
7
-
Tk. 8500.00
Tk.
-
DCE, RUET
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
1600.00
6000.00
10000.00
-
-
-
-
-
-
900.00
-
-
-
6500.00
8
-
CRTC, SUST
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
1800.00
4500.00
2000.00
6000.00
17000.00
3000.00
2000.00
2500.00
-
-
-
1000.00
4000.00
2500.00
-
7000.00
9
-
BRTC, CUET
Tk. 1500.00
Tk. 1800.00
Tk. 4600.00
Tk. 1900.00
-
Tk. 20000.0
-
-
-
-
-
-
Tk. 7500.00
-
Tk. 5000.00
Tk. 3300.00
Tk. 3300.00
Tk. 8700.00
10
DCE, DUET
263
117
Angle / Plate
5
Tk.
-
Tk.
-
Tk.
4000.00
Tk.
1500.00
Tk. 3000.00
PWD SoR 2018 for Civil Works
118
Size and shape
5
Tk.
-
Tk. 24000.00
Tk.
Tk. 1800.00
Tk.
-
Tk.
3000.00
RATE
119
Absorption
5
Tk.
-
Tk.
Tk. 2100.00
Tk. 4500.00
Tk.
1500.00
Tk.
Materials and Name of Tests
120
Flexural
5
Tk.
-
Tk. 2300.00
Tk. 5500.00
Tk. 1500.00
Tk.
1500.00
SL.No.
121
Wrape
1
Tk.
-
Tk. 6600.00
Tk. 2000.00
Tk. 2000.00
Tk.
Sample
Size
122
CBR of soils (three points)
1
Tk.
-
Tk. 2200.00
Tk. 1700.00
Tk. 2500.00
3
123
Field density
(8spot+2proctor+2seives/Hydrometer
excluding field visit *
1
Tk.
-
Tk. 2000.00
Tk. 3600.00
2
124
Sp. gr.
1
Tk.
-
Tk. 4400.00
1
125
Hydrometer, sieve analysis & sp. gr
1
Tk.
-
SOIL
-
-
-
-
-
126
Linear shrinkage
1
Tk.
-
127
Shrinkage limit
1
1000.00
128
Liquid limit / Plastic Limit
TILES
129
LABORATORY CHARGE FOR TESTING OF MATERIALS
134
133
132
131
130
Organic matter content
Moisture content
Void ratio (Sp. Gr. & Unit Wt.)
Unit weight (wet & dry)
Modified proctor
Standard proctor
1
1
1
1
1
1
1
Tk.
Tk.
Tk.
Tk. 1050.00
Tk.
Tk.
Tk.
Tk.
4
HBRI
-
-
-
-
-
-
-
-
Tk. 4800.00
Tk. 3800.00
Tk.
Tk. 3300.00
Tk.
Tk. 1100.00
Tk. 3600.00
Tk. 2200.00
Tk. 16500.00
Tk. 13000.00
5
-
BRTC, BUET
Tk. 8500.00
Tk. 20000.00
Tk. 4500.00
Tk.
-
Tk. 3200.00
Tk. 2200.00
Tk. 3000.00
Tk. 1000.00
Tk. 3300.00
Tk. 2000.00
Tk. 12000.00
Tk. 10000.00
6
-
CRTS, KUET
Tk.
Tk.
Tk. 3800.00
Tk. 1800.00
Tk. 1500.00
Tk. 2300.00
Tk. 3000.00
750.00
Tk. 2500.00
Tk. 1500.00
Tk. 6000.00
Tk. 5000.00
7
-
Tk. 5000.00
Tk.
-
DCE, RUET
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
-
-
-
-
-
2000.00
-
-
-
800.00
2500.00
1600.00
6500.00
6500.00
8
-
CRTC, SUST
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
5500.00
28000.00
7000.00
14000.00
5500.00
12000.00
4000.00
-
-
2500.00
2700.00
1000.00
3000.00
2000.00
8000.00
7000.00
9
-
BRTC, CUET
-
-
Tk. 10000.0
Tk. 6000.00
Tk. 10000.0
Tk. 8000.0
Tk. 18000.0
-
Tk. 2400.00
-
-
Tk. 2700.00
Tk. 900.00
Tk. 3000.00
Tk. 1800.00
Tk. 12000.0
Tk. 9500.00
10
DCE, DUET
264
135
Loss on ignition
1
Tk.
-
Tk. 24000.00
Tk.
Tk. 11000.00
Tk.
-
Tk.
PWD SoR 2018 for Civil Works
136
Grain Size Analysis
1
Tk.
-
Tk. 9500.00
Tk. 18000.00
Tk. 6000.00
Tk.
-
RATE
137
Grain Size Analysis by wash sieving
1
Tk.
-
Tk.
-
Tk. 25000.00
Tk.
-
Materials and Name of Tests
138
Sand equivalent test
1
Tk.
-
Tk. 22000.00
Tk.
-
Tk. 5000.00
23000.00
SL.No.
139
Permeability (cohesive)
1
Tk.
-
Tk. 15500.00
Tk.
-
Tk.
Sample
Size
140
Permeability - falling head for non-cohesive
sample
1
Tk.
-
Tk. 52000.00
Tk.
-
3
141
One dimensional Consolidation (full)
1
Tk.
-
-
Tk.
-
2
142
One dimensional Consolidation (e - log p)
3
Tk.
Tk.
Tk. 20000.00
22000.00
1
143
Consolidated drain test (direct shear test)
3
-
-
Tk.
-
-
-
144
Consolidated drained tri-axial test
Tk.
Tk.
-
145
3
Tk. 52000.00
Tk.
Consolidated quick test (direct shear test)
-
Tk. 20000.00
146
Tk.
-
3
Tk.
Consolidated un-drained tri-axial test with
pore pressure
Tk. 46000.00
147
-
Tk. 6000.00
Tk.
3500.00
3
Tk.
Consolidated un-drained tri-axial test without
pore pressure
3500.00
148
Tk.
-
Tk. 3000.00
Tk.
Tk. 8000.00
1
Tk. 9000.00
Unconfined compression test
-
149
4500.00
Tk.
Tk.
-
-
Tk.
Tk.
3
Tk. 4000.00
Unconsolidated quick test (direct shear test)
Tk. 6000.00
150
Materials and Name of Tests
LABORATORY CHARGE FOR TESTING OF MATERIALS
SL.No.
265
DCE, DUET
PWD SoR 2018 for Civil Works
BRTC, CUET
RATE
CRTC, SUST
-
DCE, RUET
-
Tk. 7500.00
CRTS, KUET
Tk.
-
-
BRTC, BUET
-
Tk.
4000.00
-
HBRI
Tk.
-
Tk.
3000.00
-
Sample
Size
Tk. 9000.00
Tk.
-
Tk.
-
-
10
Tk. 20000.00
Tk. 5000.00
Tk.
-
Tk.
-
-
9
Tk. 8000.00
Tk. 3500.00
Tk.
-
Tk.
4000.00
-
8
Tk. 24000.00
Tk. 4000.00
Tk. 2500.00
Tk.
-
Tk.
-
7
Tk. 9000.00
Tk. 3000.00
Tk. 2500.00
Tk.
-
Tk.
-
6
Tk.
-
Tk. 4800.00
Tk. 3000.00
Tk. 2500.00
Tk.
-
-
-
5
Tk.
-
Tk. 3600.00
Tk. 3000.00
Tk. 3500.00
Tk.
Tk.
1200.00
-
4
Tk.
-
Tk. 3600.00
Tk. 4000.00
Tk. 5000.00
-
Tk.
-
-
3
3
Tk.
-
Tk. 3600.00
-
Tk.
-
Tk.
1900.00
-
2
Apparent/ effective opening size (AOS/EOS)
or pore size
3
Tk.
-
Tk. 4800.00
Tk.
Tk. 3500.00
Tk.
-
Tk.
-
-
1
153
Burst test index
3
Tk.
-
Tk. 10500.00
Tk. 4000.00
Tk. 1000.00
Tk.
-
Tk.
-
-
3
154
Index puncture resistance or CBR puncture
3
Tk.
-
Tk. 4800.00
Tk. 1000.00
Tk. 3800.00
Tk.
-
Tk.
-
-
Unconsolidated un-drained tri-axial test
(without pore pressure)
155
Cone penetration test
3
Tk.
-
Tk. 1400.00
Tk. 4000.00
Tk. 1800.00
Tk.
-
Tk.
-
-
151
156
Grab tensile test
3
Tk.
-
Tk. 4800.00
Tk. 2000.00
Tk. 7000.00
Tk.
-
Tk.
-
3
157
Hor. water permeability under 2 kN/m2
pressure
3
Tk.
-
Tk. 2300.00
Tk. 9000.00
Tk. 4500.00
Tk.
-
Tk.
Max. and Min density of cohesion less soil
158
Seam strength
3
Tk.
-
Tk. 9400.00
Tk. 5000.00
Tk. 3500.00
Tk.
-
152
159
Thickness
3
Tk.
-
Tk. 5800.00
Tk. 4000.00
Tk. 5000.00
Tk.
164
163
162
161
Water permeability by permittivity
Ver. permeability under 2 kN2/m Pressure
Ver. permeability under 2 kN2/m and 200
kN2/m
Unit weight/mass
3
3
3
Tk.
Tk.
-
Tk.
165
-
Horizontal water permeability test.
Tk.
166
3
GEOTEXTILES
160
Trapezoidal tearing strength
3
Tk.
-
Tk. 4800.00
Tk. 9000.00
Tk. 3500.00
-
Tk. 5000.00
Tk. 5800.00
3
-
Strip/wide-width tensile test (tensile
elongation)
Tk.
167
2
Materials and Name of Tests
3
Sample
Size
LABORATORY CHARGE FOR TESTING OF MATERIALS
SL.No.
1
MISCELLLANEOUS
RATE
PWD SoR 2018 for Civil Works
2900.00
-
-
266
DCE, DUET
Tk.
-
-
BRTC, CUET
-
Tk.
3400.00
-
CRTC, SUST
Tk.
-
Tk.
3400.00
-
DCE, RUET
Tk. 2500.00
Tk.
-
Tk.
4700.00
CRTS, KUET
Tk. 3000.00
Tk. 1500.00
Tk.
-
Tk.
BRTC, BUET
Tk. 3500.00
Tk. 2000.00
Tk. 3000.00
Tk.
-
HBRI
Tk. 2200.00
Tk. 3500.00
Tk. 3500.00
Tk.
10
Tk.
-
Tk. 4100.00
Tk. 3500.00
Tk. 4000.00
9
5
Tk.
-
Tk. 4100.00
Tk. 5000.00
8
Tension
1
Tk.
-
Tk. 5700.00
7
168
Hardness
5
Tk.
-
6
169
Flexure
1
Tk.
5
170
Compression set
1
4
171
Compression stiffness
Rubber/Plastic/PVC materials
172
180
179
178
177
176
175
174
173
Tension test of fiber glass strainer/pipes
Load test on man-hole cover (>18 inch dia)
Load test on man-hole cover (< 18 inch dia)
Flexure test of timber
Design of deep tube-well (depth above
600')inc. 11nos sand test
Design of deep tube-well (depth up to 600')
inc 8nos sand test
Compression of timber
Compression of fibre glass(one sample)
Tension tests on Bolt, hooks
1
1
1
1
1
1
1
1
3
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
-
-
-
-
-
-
-
-
-
Tk.
Tk. 8700.00
Tk. 7900.00
Tk. 19700.00
Tk. 40000.00
Tk. 33000.00
Tk.
Tk.
-
-
-
Tk.
Tk.
Tk.
Tk.
7900.00
7200.00
Tk. 19200.00
Tk.
4800.00
-
-
Tk. 8800.00
Tk. 2000.00
Tk. 3500.00
Tk. 3000.00
Tk. 5500.00
Tk. 5000.00
Tk. 5500.00
Tk.
Tk.
-
Tk. 9000.00
Tk. 1500.00
Tk.
-
-
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
-
-
-
-
-
-
-
-
-
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
-
6500.00
6000.00
-
-
-
-
-
-
-
-
-
Tk.19500.00
Tk. 40000.00
Tk. 33000.00
Tk. 8800.00
-
-
OTHERS
181
Elastomeric Bearings
RATE
PWD SoR 2018 for Civil Works
-
Tk.
Tk.
9000.00
4500.00
4500.00
-
-
-
-
Materials and Name of Tests
LABORATORY CHARGE FOR TESTING OF MATERIALS
SL.No.
Tk.
-
Tk.
7300.00
-
267
DCE, DUET
-
Tk.
-
Tk.
7300.00
-
BRTC, CUET
Tk.
-
Tk.
-
Tk.
-
-
CRTC, SUST
Tk. 8000.00
Tk.
-
Tk.
-
Tk.
3700.00
-
DCE, RUET
Tk. 20500.00
Tk.
-
Tk.
-
Tk.
-
CRTS, KUET
Tk. 9400.00
-
Tk. 26000.00
Tk.
-
Tk.
-
Tk.
-
BRTC, BUET
-
Tk.
-
Tk. 8800.00
Tk.
-
Tk.
-
1900.00
HBRI
Tk.
-
Tk.
Tk. 5600.00
Tk.
-
Tk.
Tk.
Sample
Size
3
Tk.
-
Tk. 8800.00
Tk. 3700.00
Tk.
-
-
10
Vulcanized rubber and thermoplastic
elastomer in tension & elongation at break
ASTM D412
1
Tk.
-
Tk. 8800.00
Tk. 3700.00
Tk.
Tk.
9
182
Short duration compression test on plain and
steel laminated elastomeric bearings for
bridges, ASTM D 4014
1
Tk.
-
Tk. 3700.00
-
Tk. 3000.00
-
8
183
Long duration compression test on plain and
steel laminated elastmeric bearings for
bridges, ASTM D4014
3
Tk.
-
Tk.
-
Tk.
7
184
Determination of shear modulus, ASTM
D4014
4
Tk.
-
Tk.
-
6
185
Test for compression set, ASTM D395
1
Tk.
-
Tk.
5
186
Determination of durometer hardness, ASTM
D2240
3
Tk.
Tk. 5700.00
4
187
Test for rubber durability-deterioration in an
air oven, ASTM D573
1
-
3
188
Test for determining the adhesion on rigid
substrates, ASTM D429
Tk.
2
189
1
1
190
Dimensional test (external and internal) giving
number & thickness of steel plates, elastomer
parallelism, elastomer thickness, ASTM
D4014
-
Tk. 8500.0
3000.00
7000.00
Tk.
Tk.
-
-
Tk.
Tk.
-
-
Tk.
Tk.
Tk. 5800.00
-
Tk. 9600.00
Tk.
-
Tk. 8500.00
Tk.
-
1
Tk.
Ash content
1
191
WATER
Water (Drink + As), Total Package Fee
Drinking Water
192
-
Tk.
500.00
400.00
268
Tk.
400.00
Tk.
300.00
PWD SoR 2018 for Civil Works
Tk.
500.00
Tk.
800.00
LABORATORY CHARGE FOR TESTING OF MATERIALS
Tk.
Tk.
300.00
Tk.
600.00
RATE
Materials and Name of Tests
Tk. 7000.00
Tk.
Tk.
800.00
Tk.
800.00
198
Iron (Fe)
1
Tk.
SL.No.
300.00
Tk.
Tk.
500.00
Tk.
199
Manganese (Mn)
1
Tk. 2000.00
Tk. 4,500.00
Tk. 1700.00
Tk. 1800.00
Tk. 3000.00
Tk. 3000.00
Tk.
Tk.
Tk.
-
-
-
-
1200.00
-
1000.00
600.00
200.00
200.00
Tk. 2000.0
400.0
Tk. 11000.0
DCE, DUET
Tk.
300.00
Tk.
-
Tk.
Tk. 1700.0
200
Nitrate-Nitrogen (NO3-N)
BRTC, CUET
400.00
Tk.
300.00
Tk.
-
1300.00
700.00
201
Tk.
CRTC, SUST
Tk.
500.00
Tk.
700.00
Tk.
Tk.
1500.00
Tk.
700.00
1
Tk.
DCE, RUET
400.00
Tk.
300.00
Tk.
750.00
Tk.
600.00
Tk.
Alkalinity / Bicarbonate
1
2000.00
Tk. 2200.00
CRTS, KUET
Tk.
-
Tk.
800.00
Tk.
Tk.
Tk.
500.00
202
Total hardness
Tk.
-
Tk.
-
BRTC, BUET
-
Tk.
300.00
Tk.
600.00
Tk. 1200.00
Tk. 1000.00
-
Tk.
Tk. 1000.0
203
1
Tk.
Tk.
Tk.
Tk.
HBRI
Sample
Size
1000.00
Tk.
800.00
Tk.
1100.00
Tk. 1400.00
Tk.
200.00
800.00
Tk. 1000.0
Total dissolved solids (TDS)
1
Tk.
Tk. 1500.00
Tk. 1000.00
10
-
Tk.
600.00
Tk.
600.00
Tk.
Tk.
900.00
204
Arsenic (As)
-
Tk. 1300.00
Tk. 1500.00
9
3
Tk.
-
Tk.
-
1200.00
Tk.
500.00
600.00
Tk.
Tk. 1700.0
205
Tk.
-
Tk. 1300.00
8
2
1
Tk.
-
Tk.
Tk.
700.00
Tk.
Tk.
750.00
1500.00
Tk.
1
Tk.
-
Tk.
Tk.
400.00
Turbidity
1
Tk.
-
400.00
206
Faecal Coliform (FC)
1
Tk.
7
1
Water (Drink + As + TC & FC), Total Package
Fee
1
Tk.
-
Tk. 1700.00
Tk.
500.00
700.00
Tk.
Tk.
400.00
Tk. 1300.0
207
Total coliform (TC)
1
6
193
pH/Hydrogen Ion density
1
Tk.
-
700.00
Tk.
Tk.
-
Tk.
-
Tk. 1300.0
208
Magnesium (Mg)
Tk. 4500.00
5
194
Color (filtered)
1
Tk.
-
Tk.
700.00
1000.00
Tk.
1500.00
Tk.
-
-
209
-
4
195
Carbon dioxide (CO2) / Acidity
1
Tk.
-
Tk.
Tk.
1000.00
Tk.
200.00
Tk.
-
-
Tk.
-
1800.00
Tk. 10000.00
196
Chlorine (Cl)
1
Tk.
2000.00
Tk. 1000.00
Tk.
Tk. 1500.00
Tk.
-
Tk.
-
1
Tk.
Tk.
Tk. 11000.00
197
Fluoride (Fl)
1
Tk.
3000.00
Tk. 1000.00
Tk. 1400.00
300.00
Tk.
-
Tk.
Sodium (Na) density (SAR)
1
210
Bio-chemical Oxygen Demand (BOD)-drinking
water
Pollution Study
211
269
Tk. 2000.0
PWD SoR 2018 for Civil Works
600.0
LABORATORY CHARGE FOR TESTING OF MATERIALS
1800.00
Tk.
700.0
RATE
Materials and Name of Tests
Tk.
500.00
Tk.
-
220
219
218
217
Aluminium (Al)
Nitrate -Nitrogen (NO2-N)
Ammonia-Nitrogen (NH3-N)
Carbonate (CO3)
Selenium (Se)
1
1
1
1
1
1
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
-
-
-
-
-
-
-
-
Tk. 8500.00
Tk.
Tk.
Tk.
700.00
Tk. 4000.00
Tk. 1100.00
Tk.
700.00
Tk. 1700.00
Tk.
700.00
700.00
Tk. 3300.00
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
800.00
8500.00
700.00
700.00
700.00
1400.00
4000.00
700.00
Tk. 1100.00
Tk.
700.00
700.00
-
Tk. 4500.00
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
600.00
600.00
600.00
Tk. 3800.00
Tk.
600.00
Tk. 1500.00
Tk.
600.00
Tk. 7000.00
Tk.
750.00
800.00
800.00
900.00
-
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
-
600.00
-
-
600.00
6000.00
-
-
-
1500.00
-
-
-
300.00
-
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
600.00
800.00
4300.00
600.00
800.00
7800.00
600.00
600.00
600.00
1500.00
3500.00
600.00
1000.00
1000.00
-
Tk.
Tk.
Tk.
Tk.
Tk.
-
700.0
700.0
Tk. 1100.0
Tk.
700.0
Tk. 1700.0
-
800.0
Tk. 8500.0
Tk.
700.0
Tk. 1200.0
-
221
Arsenic (As)
1
Tk.
-
800.00
Tk. 4500.00
Tk.
750.00
-
222
Bromine content (Br)
1
Tk.
-
Tk.
700.00
900.00
Tk.
-
223
Total Chlorine content, Cl2
1
Tk.
-
Tk.
Tk.
-
1200.00
224
Free Chlorine content, Cl2
1
Tk.
-
Tk. 4700.00
-
Tk.
SL.No.
Tk.
Tk.
600.00
DCE, DUET
Tk.
Tk.
-
Tk.
-
BRTC, CUET
Tk. 1800.00
Tk.
400.00
Tk.
CRTC, SUST
Tk. 2300.00
600.00
Tk.
-
DCE, RUET
Tk. 2000.00
Tk.
600.00
Tk.
CRTS, KUET
-
-
Tk.
700.00
BRTC, BUET
Tk.
-
Tk.
600.00
Tk.
HBRI
Sample
Size
Tk.
-
Tk.
1000.00
10
3
Tk.
Tk.
-
Tk.
9
2
1
Tk.
Tk.
-
8
1
Bio-chemical Oxygen Demand (BOD)-waste
water
1
Tk.
Tk.
7
212
Chemical Oxygen Demand (COD)Dichromate
1
Tk.
-
6
213
Dissolved Oxygen (DO)
1
Tk.
5
214
Sulphate(SO4)
1
4
215
Color (Scanning)
225
Break-point Chlorination
1
Tk.
-
Tk.
-
Tk.
216
226
Hydrogen Sulphide (H2S)
1
Tk.
-
Tk.
Miscellaneous Parameters
227
Iodine content (I)
1
Tk.
-
-
900.0
700.0
700.0
228
Mercury (Hg)
1
Tk.
700.00
229
Phosphate content (PO4)
1
-
230
Sulphite (SO3)
Tk.
231
RATE
PWD SoR 2018 for Civil Works
270
-
Tk.
Tk.
1200.00
1500.00
1000.00
-
Tk. 1700.0
Tk. 1100.0
Materials and Name of Tests
LABORATORY CHARGE FOR TESTING OF MATERIALS
SL.No.
Tk.
-
Tk.
DCE, DUET
Tk.
750.00
Tk.
BRTC, CUET
Tk.
750.00
Tk. 2800.0
CRTC, SUST
Tk. 1400.00
Tk.
Tk.
-
Tk.
DCE, RUET
Tk. 2500.00
Tk.
-
-
Tk.
-
Tk. 1000.0
CRTS, KUET
Tk.
Tk.
Tk.
-
Tk.
900.00
BRTC, BUET
Tk. 1100.00
Tk. 1700.00
Tk. 2000.00
Tk.
250.00
Tk.
Tk. 2000.0
HBRI
-
Tk. 3000.00
Tk. 2500.00
Tk.
750.00
900.00
-
Sample
Size
Tk.
-
Tk.
500.00
Tk.
Tk.
1600.00
-
10
-
Tk.
-
Tk. 2500.00
Tk.
750.00
750.00
Tk.
2000.00
-
9
Tk.
-
Tk.
-
Tk. 2800.00
Tk.
Tk.
-
Tk.
2000.00
8
1
Tk.
-
Tk.
Tk.
Tk. 1500.00
Tk.
-
Tk.
7
Silica-content (SiO2)
1
Tk.
-
Tk. 2800.00
Tk. 1000.00
Tk. 1500.00
Tk.
-
6
232
Ba/Ca/Cr/Cu/Cd/K/Na/Ni/Pb/Zn
1
Tk.
-
Tk.
Tk. 2000.00
-
Tk.
5
233
Oil and Grease content in Water
1
Tk.
-
Tk. 1000.00
Tk. 1500.00
Tk.
-
4
234
Oil and Grease content in Waste Water
1
Tk.
-
Tk. 2000.00
-
Tk.
3
235
Organic Matter
1
Tk.
-
-
Tk.
-
2
236
Boron (B)
1
Tk.
-
Tk.
-
Tk.
1
237
Electrical conductivity (EC)
1
Tk.
-
Tk.
-
Tk.
Tk.
-
600.00
-
Tk. 1000.00
Tk. 2500.00
Tk.
Tk.
500.00
-
Tk. 1500.00
Tk.
Tk. 2700.00
Tk.
Tk.
750.00
500.00
-
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
-
-
-
-
-
-
-
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
1200.00
2800.00
2400.00
800.00
2700.00
500.00
-
-
-
Tk. 3000.0
-
-
-
Tk.
-
Tk.
Tk. 2200.00
Tk. 3000.00
Tk.
2100.00
Tk.
-
Tk. 1000.00
Tk. 2200.00
Tk. 1100.00
500.00
1
Tk.
-
Tk. 3300.00
-
Tk. 1200.00
-
pH
1
Tk.
-
Tk.
-
750.00
238
Total Solids (TS)
1
Tk.
-
Tk.
1100.00
239
(TSS) or (TSS + TDS)
1
Tk.
-
-
240
Pb or Cd release of Tableware
1
Tk.
-
241
Extraction charge for oil
1
-
242
Extraction charge for salt
1
245
Boron (B)
1
Tk.
-
Tk.
600.0
243
Extraction of TCLP(Toxic Characteristic
Leaching Procedure) excluding metal test
246
Electrical conductivity (EC)
1
Tk.
-
600.00
244
247
Organic matter for solid, sludge
1
Tk.
Environmental Quality of Soil
248
Organic matter(Wet Combustion Method)
1
600.0
249
Ammonia-Nitrogen (NH3-N)
Tk.
250
RATE
PWD SoR 2018 for Civil Works
-
Tk.
Tk.
3800.00
2700.00
2600.00
-
-
-
-
Materials and Name of Tests
LABORATORY CHARGE FOR TESTING OF MATERIALS
SL.No.
Tk.
-
Tk.
2200.00
-
271
DCE, DUET
Tk. 1100.00
Tk.
-
Tk.
4300.00
BRTC, CUET
Tk. 3000.00
Tk.
-
Tk.
-
CRTC, SUST
Tk. 2500.00
Tk. 4000.00
Tk.
-
Tk.
1500.00
-
DCE, RUET
-
Tk. 2500.00
Tk. 2000.00
Tk.
-
Tk.
2000.00
-
CRTS, KUET
Tk.
-
Tk. 4500.00
Tk. 4000.00
Tk.
-
Tk.
-
-
BRTC, BUET
Tk.
-
Tk. 2200.00
Tk. 2000.00
Tk.
-
Tk.
-
-
HBRI
-
Tk.
Tk. 5200.00
Tk. 1800.00
Tk.
-
Tk.
-
Sample
Size
Tk.
-
Tk. 2200.00
-
Tk. 6800.00
Tk.
-
Tk.
10
1
Tk.
-
Tk. 5200.00
Tk.
-
Tk. 5500.00
Tk.
-
9
Phosphate content (PO4)
1
Tk.
-
Tk.
Tk.
-
Tk. 1800.00
Tk.
8
251
Exchangeable Sodium (Na)
1
Tk.
-
Tk. 2200.00
Tk.
-
-
7
252
Aluminium (Al)
1
Tk.
-
Tk. 6000.00
Tk.
-
Tk.
6
253
Arsenic (As)
1
Tk.
-
-
Tk.
-
5
254
Mercury (Hg)
1
Tk.
-
Tk.
-
Tk.
4
255
Sulphite (SO3)
1
Tk.
-
Tk.
-
3
256
Ca, Cd, Cl, K, Mg, Na, Pb
1
Tk.
-
Tk.
2
257
Toxic Characterstics Leaching Procedure
(TCLP)
1
Tk.
-
1
258
TOC
1
Tk.
Tk.
Tk.
-
-
-
Tk.
Tk.
Tk.
Tk.
-
-
-
-
Tk.
Tk.
-
-
Tk. 7000.00
Tk. 7000.00
Tk. 6800.00
Tk. 4500.00
Tk.
Tk.
-
-
Tk.
Tk.
Tk. 6000.00
Tk. 6000.00
-
-
Tk.
Tk.
Tk. 6500.00
Tk. 6500.00
-
-
-
-
Tk. 6500.0
Tk. 6500.0
-
259
Other Metals
1
1
Tk.
-
-
260
Oil and Grease
Sampling for Bacteriological Analysis
excluding field visit *
1
1
Tk.
-
261
262
Sampling for physical and chemical Analysis
excluding field visit *
Sampling
263
264
Concreting: pH, Turbidity, Total Dissolved
Solids, Chloride, Alkalinity, Organic Matter,
Inorganic Matter, SO4
1
Parametric Analysis of Water
265
Swimming Pool: pH, Alkalinity, Color,
Turbidity, Total Suspended Solids, Chloride,
TC, FC, Fe, NO3, PO4
268
267
266
1
Tanning: pH, Alkalinity, Color, Turbidity,
Hardness, Fe, Mn
Textile (Boiler) pH, Alkalinity, Turbidity,
Hardness, Chemical Oxygen Demand
(KMnO), Total Chlorine, Ca, Fe, Mn, SiO2,
SO4
Textile (Only Dyeing) pH, Alkalinity, Turbidity,
Hardness, Chemical Oxygen Demand
(KMnO), Total Chlorine, NO3, NO2, Fe, Mn,
Cu, TS.
2
Materials and Name of Tests
1
1
1
1
3
Sample
Size
LABORATORY CHARGE FOR TESTING OF MATERIALS
269
Cooling: pH, Hardness, Turbidity, Total
Dissolved Solids, Fe, Mn, COD, (KMnO4),
PO4
1
SL.No.
270
Paper and Pulp (Ground wood): pH, Alkalinity,
Color, Turbidity, Hardness, Total Dissolved
Solids, Fe, Mn, SiO2, CO2
RATE
PWD SoR 2018 for Civil Works
-
-
-
272
DCE, DUET
Tk.
-
-
BRTC, CUET
-
Tk.
-
-
CRTC, SUST
Tk.
-
Tk.
-
-
DCE, RUET
Tk. 6800.00
Tk.
-
Tk.
-
CRTS, KUET
-
Tk. 6800.00
Tk.
-
Tk.
-
BRTC, BUET
Tk.
-
Tk. 2700.00
Tk.
-
-
HBRI
-
Tk.
-
Tk. 4500.00
Tk.
Tk.
10
Tk.
-
Tk.
-
Tk. 4800.00
-
9
-
Tk.
-
Tk.
-
Tk.
8
Tk.
-
Tk.
-
Tk.
Tk. 6000.00
7
Tk.
-
Tk.
-
-
6
Tk.
-
Tk.
Tk.
5
Tk.
-
-
4
Tk.
Tk.
-
Tk. 8500.0
-
-
-
Tk. 13500.0
Tk.
-
-
-
271
-
-
-
1
-
-
-
Boiler Feed Water (including oil & grease):
pH, Alkalinity, Color, P-Alkalinity, M-Alkalinity,
Turbidity, Hardness, Total Dissolved Solids,
Total Suspended Solids.
-
-
-
-
-
-
272
3
-
1
(CO, SO, NO, CH4) excluding visit visit
3
Boiler Feed Water (excluding oil & grease):
pH, Alkalinity, Color, P-Alkalinity, M-Alkalinity,
Turbidity, Hardness, Total Dissolved Solids,
Total Suspended Solids.
273
SPM per three spot
Air Pollution
274
Pile Load Test
LABORATORY CHARGE FOR TESTING OF MATERIALS
-
-
-
4
HBRI
-
-
-
-
5
BRTC, BUET
-
-
-
-
Tk. 35000.00
6
CRTS, KUET
-
-
-
-
-
-
7
DCE, RUET
-
-
-
-
-
-
-
8
CRTC, SUST
-
-
-
-
-
-
-
-
9
BRTC, CUET
-
-
-
-
-
-
-
-
-
10
DCE, DUET
273
-
-
-
-
-
-
-
PWD SoR 2018 for Civil Works
1
-
-
-
-
-
-
-
RATE
Soil boring + Relevent test (per bore inside
Dhaka) depth up to 60'-0"
1
-
-
-
-
-
-
-
Materials and Name of Tests
278
Soil boring + Relevent test (per bore inside
Dhaka) depth up to 100'-0"
1
-
-
-
-
-
-
SL.No.
279
Soil boring + Relevent test (per bore outside
Dhaka) depth up to 60'-0"
1
-
-
-
-
-
Sample
Size
280
Soil boring + Relevent test (per bore outside
Dhaka) depth up to 100'-0"
1
-
-
-
-
3
281
Site Visit inside Dhaka
1
-
-
-
2
282
Site Visit inside Dhaka (for concrete core
cutting/scanning/load cell )
1
-
-
1
283
Field Visit within greater Dhaka
1
-
Pile integrity Test up to 10 per pile excluding
visit and transportation & overstay costs
1
1
Pile integrity Test
276
Per Pile integrity test beyond 10 piles
Site Visit
Soil Boring
277
1
284
Field visit outside grater Dhaka
1
Test supervision and Report (per pile)
exluding field visit
285
Field visit remote area
275
286
uPVC Pipe
1/2" - 4"
LABORATORY CHARGE FOR TESTING OF MATERIALS
297
296
295
294
293
292
291
290
289
288
Impact Test
Aceton Test
Dimension Test
Pressure Test
Filter Test
Tensile Test
Heat Reversion Test
Impact Test
Aceton Test
Dimension Test
Pressure Test
-
-
-
-
-
-
-
-
-
-
-
-
4
HBRI
-
-
-
-
-
-
-
-
-
-
-
-
-
5
BRTC, BUET
-
-
-
-
-
-
-
-
-
-
-
-
-
-
6
CRTS, KUET
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
7
DCE, RUET
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
8
CRTC, SUST
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
9
BRTC, CUET
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
10
DCE, DUET
274
298
Heat Reversion Test
-
-
-
-
-
-
-
PWD SoR 2018 for Civil Works
299
Tensile Test
-
-
-
-
-
-
-
RATE
300
Filter Test
-
-
-
-
-
-
-
Materials and Name of Tests
301
Pressure Test
-
-
-
-
-
-
SL.No.
302
Dimension Test
-
-
-
-
-
Sample
Size
303
Aceton Test
-
-
-
-
3
304
Impact Test
-
-
-
2
305
Heat Reversion Test
-
-
1
306
Tensile Test
-
5" - 6"
307
Filter Test
7" - 8"
308
LABORATORY CHARGE FOR TESTING OF MATERIALS
311
310
309
Heat Reversion Test
Impact Test
Aceton Test
Dimension Test
Pressure Test
-
-
-
-
-
-
4
HBRI
-
-
-
-
-
-
-
5
BRTC, BUET
-
-
-
-
-
-
-
-
6
CRTS, KUET
-
-
-
-
-
-
-
-
-
7
DCE, RUET
-
-
-
-
-
-
-
-
-
-
8
CRTC, SUST
-
-
-
-
-
-
-
-
-
-
-
9
BRTC, CUET
-
-
-
-
-
-
-
-
-
-
-
-
10
DCE, DUET
275
312
Tensile Test
-
-
-
-
-
-
-
PWD SoR 2018 for Civil Works
313
Filter Test
-
-
-
-
-
-
-
RATE
314
Pressure Test
-
-
-
-
-
-
-
Materials and Name of Tests
316
Dimension Test
-
-
-
-
-
-
-
SL.No.
317
Aceton Test
-
-
-
-
-
-
-
Sample
Size
318
Impact Test
-
-
-
-
-
-
3
319
Heat Reversion Test
-
-
-
-
-
2
320
Tensile Test
-
-
-
-
-
1
321
Filter Test
-
-
-
-
10"
322
Pressure Test
-
-
-
325
14"
12"
323
Dimension Test
-
-
315
324
Aceton Test
Impact Test
-
-
326
LABORATORY CHARGE FOR TESTING OF MATERIALS
BRTC, CUET
10
DCE, DUET
276
CRTC, SUST
9
PWD SoR 2018 for Civil Works
DCE, RUET
8
RATE
CRTS, KUET
7
-
Materials and Name of Tests
BRTC, BUET
6
-
SL.No.
HBRI
5
-
Sample
Size
4
-
3
-
2
-
1
-
-
-
Heat Reversion Test
-
-
-
327
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Pressure Test
-
-
-
-
-
-
-
330
Dimension Test
-
-
-
-
-
-
331
Aceton Test
-
-
-
-
Tensile Test
332
Impact Test
-
-
-
328
333
Heat Reversion Test
-
-
-
334
Tensile Test
-
Filter Test
335
Filter Test
329
16"
336
NOTE-1 (as of BUET) :
a. [* Field visit fee: inside Dhaka City=Tk. 14,000; Outside Dhaka City (No overnight stay)= Tk. 24,000; Near Districts = Tk. 37,000 without overnight stay and Tk. 30,000 per day for overnight stay; Farthest Districts = Tk. 50,000 without
stay and Tk. 38,000 per day for overnight stay, Remote Areas with overnight stay = Tk. 44,000 per day] [*& Transport, local hospitalities, accommodation (in case of overnight stay) etc. are to be provided by the client].
b.**Sample preparation charge Tk. 2000 per sample.
c. For PIT- Test Rate per pile = Tk. 2500+* with the conditions (a) Min total fees: within Dhaka City - Tk. 75,000; Outside Dhaka City Tk. 1,15,000; Near Districts Tk. 1,50,000 and Farthest District Tk. 1,75,000 (b) Integrity Tests be done on
all piles for a structure. (c) Pile load test be done on at least 1% of piles selected on the basis of integrity results.
NOTE-2 : Consult laboratory for the rates of test items not found here.
ANNEXURE
ANNEXURE-A
PWD SoR 2018 for Civil Works
277
Annexure-A
NOTES ON PLINTH AREA RATES (PLAR)
1.
PLAR are the rates to assess the cost of buildings when detail architectural and structural design are not available.
2.
PLAR are formulated by studying huge variables, data and assumptions only provide hints on the cost of construction over a
couple of years.
3.
A wide range variation of actual cost from PLAR directs to study (i) architectural & structural design (ii) site condition (iii)
decision built up.
4.
Exclusive works related to high density of cost like glazed curtain wall, aluminium composite curtain wall/cladding are beyond
the scope of PLAR.
5.
PLAR never resembles an actual cost; instead it’s a probabilistic cost for fund conformity after time dependent tender and
agreement procedure to run a smooth project.
6.
PLAR costs for buildings are to be assessed after confirming the building category namely ‘standard’, ‘super’ and ‘special’.
7.
‘Special’ category for office buildings are to be decided by Chief Engineer, PWD and Chief Architect, Department of
Architecture.
8.
PLAR includes 20.745% extra cost for providing contractor's profit, overhead charge and VAT.
SCOPE OF PLINTH AREA
Plinth area is the area bounded by exterior perimeter of a floor or the perimeter formed by joining the lines on the outer faces
of columns in the floor, including any area kept opening what so ever, except courtyard open to sky.
SCOPE OF BUILDING CATEGORY
The category of buildings should be understood by the terms standard, super, special on their usual meanings. But as a
guide- Standard category of buildings is that, made in quality and provided with general basic facilities and finished
components are mostly of local materials, bricks, sand, cement and lime based but a hygienic finish in toilets, lavatory &
kitchen.
PWD SoR 2018 for Civil Works
ANNEXURE-A
278
s
TABLE-1: PWD PLAR 2018 SUBSTRUCTURE, Foundation Up to Plinth Level
Deep Foundation
f'c=25MPa f'cr = 30MPa, concrete with crushed stone chips, Cement Content to Nominal Mix Ratio 1: 1.5:3 and Cement CEM - 1, 52.5N
INDIVIDUAL OR COMBINED FOOTING SYSTEM
MICRO PILE
without
with 300 mm
basement
infill basement
floor
slab
Allowable Bearing capacity, qa
PILE FOUNDATION*2,3,4,5,6
with 300 mm
without
infill basement
basement floor
slab
MAT
FOUNDATION*1
qa = 2.0 ksf
qa = 2.50 ksf
qa = 3.0 ksf
qa=3.5 ksf
qa = 4.0 ksf
qa = 4.50 ksf
qa = 5.0 ksf
Df=1.25 m
Df= 3.0 m
Df=1.25 m
Df=3.0m
Df=3.0m
per sqm
1
7890
9355
11250
13494
16283
19402
per sqm
2
7668
8724
10091
11709
13720
15970
18176
per sqm
3
7534
8345
9393
10634
12178
13904
15597
17415
19351
21398
23550
25802
per sqm
4
7446
8095
8935
9929
11165
12548
13904
15360
16911
18550
20274
22078
23959
25913
27938
per sqm
5
7385
7921
8615
9437
10459
11602
12723
13927
15208
16564
17988
19479
21034
22649
24324
26055
27841
29680
per sqm
6
7340
7794
8382
9078
9943
10911
11860
12880
13965
15113
16319
17582
18898
20266
21684
23150
24662
26220
27821
29465
per sqm
7
7306
7698
8206
8806
9553
10388
11208
12088
13024
14015
15056
16146
17282
18463
19687
20952
22258
23602
24984
26403
27859
per sqm
8
5953
7402
9257
11364
13814
16491
17714
20123
22630
25228
27913
30681
33530
36455
39454
per sqm
9
13002
14116
15608
17251
19027
20923
22930
25040
27246
29544
31929
34398
36946
39571
42271
per sqm
10
16547
17327
18166
19512
20594
22930
26387
28831
33140
36632
41530
46069
49766
53462
57925
61672
67592
71467
75342
81774
85777
90905
94959
99013
104985
109116
113937
118093
122249
126405
131354
136354
141406
146508
151661
156866
per sqm
11
20639
21420
22258
23562
24579
26766
30072
32366
36461
39738
44421
48746
52228
55710
59958
63491
69197
72857
76518
82735
86524
91437
95277
99116
104873
108790
113396
117338
121280
125222
129956
134742
139578
144466
149405
154395
per sqm
12
9009
12502
15077
17363
19451
21392
23218
24949
26602
28188
29717
31195
32628
34021
35378
36702
37997
39862
42841
45902
49044
52265
55564
58938
62385
65906
69497
73158
76888
80686
84550
88479
92472
96528
100647
104828
Storey (basement shall be
counted as storey)
Storey (basement shall be
counted as storey)
(Rate in BDT per sqm)
Shallow Foundation
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
32
32
33
33
34
34
35
35
36
36
Notes:
*1. Mat foundation leading to basement floor Tk. 800.00 per sqm to be deducted, but to add cost from basement construction system (Table-4) *2. Precast Pile of length 18m and size 350mmx350mm considered *3. For pile length of 18m to 24m, Tk.9,670
per sqm to be added, *4. For pile length of 24m to 30m, Tk.16,615 per sqm to be added, *5. For pile length of 30m to 36m, Tk.23,565 per sqm to be added, *6. For Cast-in-situ pile foundation, 20% cost to be added, *7. Add 4% for f'c=32MPa f'cr = 40MPa,
with crushed stone chips, Cement Content to Nominal Mix Ratio 1: 1.25: 2.5 and Cement CEM - 1, 52.5N *8. Add 7% for f'c=40MPa f'cr = 49MPa, with crushed stone chips, Cement Content to Nominal Mix Ratio 1: 1: 2 and Cement CEM - 1, 52.5N.
Df = Depth of foundation
PWD SoR 2018 for Civil Works
ANNEXURE-A
1
1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
2
GF Park
GF: Habitation
1st Floor
2nd Floor
3rd Floor
4th Floor
5th Floor
6th Floor
7th Floor
8th Floor
9th Floor
10th Floor
11th Floor
12th Floor
13th Floor
14th Floor
15th Floor
16th Floor
17th Floor
18th Floor
19th Floor
20th Floor
21st Floor
22nd Floor
23rd Floor
24th Floor
25th Floor
26th Floor
27th Floor
28th Floor
29th Floor
30th Floor
31st Floor
32nd Floor
33rd Floor
34th Floor
35th Floor
Roof Top LC
Porch
3
11077
19531
18533
18811
19093
19380
19671
19867
20064
20261
20457
4
12406
21875
20757
21069
21385
21705
22031
22251
22472
22692
22912
5
14267
25156
23871
24229
24592
24961
25336
25589
25842
26096
26349
6
11592
20438
19394
19685
19981
20280
20585
20790
20996
21202
21408
7
12982
22891
21722
22048
22378
22714
23055
23285
23516
23746
23977
8
14930
26325
24980
25355
25735
26121
26513
26778
27043
27308
27573
2619
5585
2619
5585
2619
5585
2619
5585
2619
5585
2619
5585
RCC FRAME STRUCTURE: f'c= 22 To 25 MPa
(ADD 4% for 32 MPa, ADD 7% for 40 MPa Concrete)
NON RESIDENTIAL: NRRCS C2
RESIDENTIAL: RRCS B2
Concrete with Stone-chips
Concrete with Stone -chips
Standard
Super
Special
Standard
Super
Special
9
12040
21007
19934
20233
20536
20844
21157
21368
21529
21690
21850
22011
22172
22332
22493
22654
22814
22975
23135
23296
23457
23617
23778
23939
24099
24260
24421
24581
24742
24902
25063
25224
25539
25858
26182
26509
26840
2619
6144
10
13485
23527
22326
22661
23000
23345
23696
23933
24113
24292
24472
24652
24832
25012
25192
25372
25552
25732
25912
26092
26272
26451
26631
26811
26991
27171
27351
27531
27711
27891
28071
28251
28604
28961
29323
29690
30061
2619
6144
11
15508
27056
25674
26060
26451
26847
27250
27522
27729
27936
28143
28350
28557
28764
28971
29178
29385
29592
29798
30005
30212
30419
30626
30833
31040
31247
31454
31661
31867
32074
32281
32488
32894
33305
33722
34143
34570
2619
6144
12
12599
22216
21081
21397
21718
22044
22374
22598
22768
22938
23108
23278
23448
23618
23787
23957
24127
24297
24467
24637
24807
24977
25147
25316
25486
25656
25826
25996
26166
26336
26506
26676
27009
27347
27688
28034
28385
2619
6144
13
14111
24881
23611
23965
24324
24689
25059
25310
25500
25691
25881
26071
26261
26452
26642
26832
27022
27213
27403
27593
27784
27974
28164
28354
28545
28735
28925
29115
29306
29496
29686
29877
30250
30628
31011
31399
31791
2619
6144
14
16228
28614
27152
27559
27973
28392
28818
29107
29325
29544
29763
29982
30201
30419
30638
30857
31076
31295
31513
31732
31951
32170
32389
32608
32826
33045
33264
33483
33702
33920
34139
34358
34788
35222
35663
36108
36560
2619
6144
15
1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
FLOOR
RCC FRAME STRUCTURE: f'c = 19 To 21 MPa
(Not suggested in Coastal Area)
NON RESIDENTIAL: NRRCB A2
RESIDENTIAL: RRCB A2
(Concrete with Brick-chips)
(Concrete with Brick-chips)
Standard
Super
Special
Standard
Super
Special
Level Index
FLOOR
Level Index
TABLE 2: PWD PLAR 2018 - SUPER STRUCTURE: rates in BDT per sqm
ADD STRUCTURAL MEMBER WEIGHTAGE RATES (TABLE - 3) IN ADDITION TO THE RATES OF THIS TABLE
B U I L D I N G
C A T E G O R Y
16
GF Park
GF: Habitation
1st Floor
2nd Floor
3rd Floor
4th Floor
5th Floor
6th Floor
7th Floor
8th Floor
9th Floor
10th Floor
11th Floor
12th Floor
13th Floor
14th Floor
15th Floor
16th Floor
17th Floor
18th Floor
19th Floor
20th Floor
21st Floor
22nd Floor
23rd Floor
24th Floor
25th Floor
26th Floor
27th Floor
28th Floor
29th Floor
30th Floor
31st Floor
32nd Floor
33rd Floor
34th Floor
35th Floor
Roof Top LC
Porch
Notes:
*1 .Cost of Retaining walls etc included in Table-4, *2. Floor height (h) is considered as 3.35 meter (11'-0"), *3. If floor height h > 3.35 meter (11'-0") and ≤ 3.66 meter (12'-0"), add 3%, *4. If floor height h > 3.66 meter (12'-0")and ≤ 4.0 meter(13'-0"), add 5%,
*5 . Regular shaped building with span up to 7.5m has been considered.
279
PWD SoR 2018 for Civil Works
ANNEXURE-A
280
TABLE 3 : PWD PLAR 2018 - STRUCTURAL MEMBER WEIGHTAGE : ADDITIONAL COST PER SQUARE METER in BDT
Level
index
(Floor)
35
34
7270
7056
6842
6628
6415
6201
5987
5773
5559
5345
5132
4918
4704
4490
4276
4063
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
7056
6842
6628
6415
6201
5987
5773
5559
5345
5132
4918
4704
4490
4276
4063
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
Basement 7267 7054
GF
1st
2nd
3rd
4th
5th
6th
7th
8th
9th
10th
11th
12th
13th
14th
15th
16th
17th
18th
19th
20th
21st
22nd
23rd
24th
25th
26th
27th
28th
29th
30th
31st
32nd
33rd
34th
To deduct 15% for f'c = 19-21MPa (min f'cr = 24-28 MPa) , To increase 4% for f'c = 32 MPa (min f'cr = 40 MPa) and To increase 7% for f'c = 40 MPa (min f'cr = 49 MPa)
S t o r e y
D e s i g n e d For
33
6840
6842
6628
6415
6201
5987
5773
5559
5345
5132
4918
4704
4490
4276
4063
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
32
6626
6628
6415
6201
5987
5773
5559
5345
5132
4918
4704
4490
4276
4063
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
31
6412
6415
6201
5987
5773
5559
5345
5132
4918
4704
4490
4276
4063
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
30
6198
6201
5987
5773
5559
5345
5132
4918
4704
4490
4276
4063
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
29
5984
5987
5773
5559
5345
5132
4918
4704
4490
4276
4063
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
28
5771
5773
5559
5345
5132
4918
4704
4490
4276
4063
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
27
5557
5559
5345
5132
4918
4704
4490
4276
4063
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
26
5343
5345
5132
4918
4704
4490
4276
4063
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
25
5129
5132
4918
4704
4490
4276
4063
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
24
4915
4918
4704
4490
4276
4063
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
23
4702
4704
4490
4276
4063
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
22
4488
4490
4276
4063
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
21
4274
4276
4063
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
20
4060
4063
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
19
3846
3849
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
18
3632
3635
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
17
3419
3421
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
16
3205
3207
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
15
2991
2993
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
14
2777
2780
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
13
2563
2566
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
12
2350
2352
2138
1924
1711
1497
1283
1069
855
641
428
214
11
2136
2138
1924
1711
1497
1283
1069
855
641
428
214
10
1922
1924
1711
1497
1283
1069
855
641
428
214
9
1708
1711
1497
1283
1069
855
641
428
214
8
1494
1497
1283
1069
855
641
428
214
7
1280
1283
1069
855
641
428
214
6
1067
1069
855
641
428
214
5
853
855
641
428
214
4
3
639 425
641 428
428 214
214
2
211
Level
index
1 (Floor)
Basement
Notes:
1. N no. of Basements are to be counted as storey, 2. For N no .of basements, at first the column to be selected on the basis of no. of storey, then for the 1st basement-1st value to be read, and then values from left (N-1)-th column-1st cell to be selected for N-th
basement.
example: For 20 storied building with 3 no. of basements, values from column-20 to be read on the basis of no. of storey, **for the 1st basement-Tk. 4060 to be taken, **for the 2nd basement-Tk. 4274 to be taken from the immediate left column, i.e. from column-21, **for the 3rd
basement-Tk. 4488 to be taken from 2nd left column, i.e. from column-22
GF
1st
2nd
3rd
4th
5th
6th
7th
8th
9th
10th
11th
12th
13th
14th
15th
16th
17th
18th
19th
20th
21st
22nd
23rd
24th
25th
26th
27th
28th
29th
30th
31st
32nd
33rd
34th
PWD SoR 2018 for Civil Works
ANNEXURE-A
281
Table - 4 : PWD PLAR-2018: BASEMENT CONSTRUCTION*1
(Rate in BDT per sqm)
Concrete, f'c = 25 MPa & min f'cr = 30 MPa, fy = 400 MPa (max. fy= 418MPa & Ratio fu to fy ≥1.25) Cement BDS EN-197 CEM-I,52.5N
Elements Of Basement Construction
Retaining Piles & Bracing
Single basement
RCC
Retaining
Wall
Tk. per sqm
of wall
Tk. 6,038
Basement
Floor as
Parking
Total
Taka/sqm
Rate from
Structural
weightage
Table-3 +
Two
Basements
Three
Basements
Bracing:
Steel
(fy=36ksi)
truss system
Water proofing:
Wall &
Foundation
Bed
Back Wall to
Retaining Wall
(125 mm b/w)
Excavation,
carrying &
safety
System
management
Retaining Pile
Retaining Pile
Retaining Pile
Taka per meter
of perimeter
Taka per
meter of
perimeter
Taka per meter
of perimeter
Taka per
sqm of
Basement
Taka per sqm
of hor/vertical
surface
Taka per sqm
of wall
Taka per m
depth per
sqm of
Basement
Taka per sqm
of Basement
Tk. 87,455
Tk. 217,704
Tk. 252,015
Tk. 2,320
Tk. 1,606
Tk. 1,426
Tk. 1,068
Tk. 115
Tk. 7,127
*1 PLAR (Plinth Area Rate) to be calculated as sum of the costs divided by plinth area.
PWD SoR 2018 for Civil Works
ANNEXURE-A
ADDITIONAL COST CHART
1.
Saline zone, to use concrete of min f’c = 25 MPa
1%
of PLAR
2.
Wind (other than coastal area) & earth-quake load resisting
structure : to use concrete of min f’c = 25 MPa
2%
of PLAR
3.
Coastal area : affected by cyclone & water surge : to use concrete
of min f’c = 25 MPa
3%
of PLAR
4.
Roof top RCC parapet
Tk.
2,776
5.
Roof-top RCC water tank in/c beams & supports etc. :
Tk.
155
6.
Internal Sanitary and Water Supply : Rate in BDT
(i)
Residential Building
(ii)
7.
Tk. 1,044.00
per sqm
Super
Tk. 1,519.60
per sqm
Special
Tk. 2,111.20
per sqm
Standard
Tk.
835.20
per sqm
Super
Tk. 1,215.68
per sqm
Special
Tk. 1,688.96
per sqm
Standard
Tk. 1,702.00
per sqm
Super
Tk. 2,017.00
per sqm
Special
Tk. 2,229.00
per sqm
Standard
Tk. 1,299.00
per sqm
Super
Tk. 1,570.00
per sqm
Special
Tk. 1,727.00
per sqm
(i) Ground Floor
Tk.
342.20
per sqm
(ii) Other Floors
Tk.
136.88
per sqm
Internal Electrification :
Residential Building
(ii)
9.
per gallon
Standard
Non-residential Building
(i)
8.
per sqm
Non-residential Building
Gas Connection :
External Water Supply and Sanitation:
(i)
(ii)
Underground Water Reservoir :
(a) Up to 20,000 gallon
Tk.
92
per gallon
(b) Above 20,000 gallon
Tk.
77
per gallon
Distribution line, water pump, pump house,
Estimate
WASA / Municipal Charge as per requirement.
(iii)
Septic Tank, Soak well, Inspection pit.
Estimate
282
PWD SoR 2018 for Civil Works
ANNEXURE-A
10.
External Electrification:
(i)
(ii)
(iii)
(iv)
(v)
(vi)
(vii)
(viii)
(ix)
(x)
11.
283
Sub-station building.
Sub-station equipment/transformer.
Pump & motor set including installation.
H.T./ LT Line.
PDB /DESA /REB charge.
Standby power & source.
Earthing system.
Over head transmission.
Underground cable laying.
Compound light, wiring system & other safety systems.
Estimate to be prepared on the basis of
requirements.
Boundary Wall:
(i)
Boundary wall in RCC Frame, 1.80 m in height, level difference
between FGL and EGL up to 0.45m:
Construction of RCC (fc'=22 MPa, minimum fcr=27 MPa in nominal mix
ratio of 1:2:4 with stone chips) frame boundary wall of height 1.8m above
FGL and foundation depth 1.5m from EGL, having column size 250mm
X250mm @ 10'-0" c/c, 250 mm X 250 mm size grade beam at FGL, 75mm
thick and 375mm width RCC coping, 125mm thick brick work with mortar
(1:4) in between columns. 12mm plaster (1:6) on brick surface and 6mm
plaster (1:4) on RCC and providing standard acrylic emulsion paint at
exterior surface etc.
(ii)
(iii)
Boundary wall in RCC Frame, 1.80m in height, level difference
between FGL and EGL= 0.45 m to 1.50m:
Construction of RCC (fc'=22MPa, minimum fcr=27 MPa in nominal mix ratio
of 1:2:4 with stone chips) frame boundary wall of height 1.8m above FGL
and depth of foundation 1.5m from EGL, having column size
250mmX250mm @ 10'-0" c/c, 250 mmX250 mm size grade beam at FGL
and one additional grade beam on EGL, 75mm thick and 375mm width
RCC coping, 125mm thick brick work with mortar (1:4) in between columns.
12mm plaster (1:6) on brick surface and 6mm plaster (1:4) on RCC and
providing standard acrylic emulsion paint at exterior surface etc.
Boundary wall in RCC Frame, 1.80m in height , level difference
between FGL and EGL= 1.50m to 3.00m:
Construction of RCC (fc'=22MPa, minimum fcr=27 MPa in nominal mix ratio
of 1:2:4 with stone chips) frame boundary wall of height 1.8m above FGL
and depth of foundation 1.5m from EGL, having column size
250mmx250mm @ 10'-0" c/c with 250mmx250mm RCC struts, one grade
beam at ground level and 2(two) additional grade beams in between EGL
and FGL, 75mm thick and 375mm width RCC coping, 125mm thick brick
work with mortar (1:4) in between columns. 12mm plaster (1:6) on brick
surface and 6mm plaster (1:4) on RCC and providing standard acrylic
emulsion paint at exterior surface etc.
Tk. 11,523/-
meter
Tk. 19,317/-
meter
Tk. 31,213/-
meter
PWD SoR 2018 for Civil Works
ANNEXURE-A
(iv)
(v)
(vi)
(vii)
Boundary wall in RCC Frame, 1.80m in height , level difference
between FGL and EGL= 1.50m to 3.00m; with PILE foundation:
Construction of RCC (fc'=22MPa, minimum fcr=27 MPa in nominal mix ratio
of 1:2:4 with stone chips) frame boundary wall of height 1.8m above FGL
and depth of foundation 1.5m from EGL, having column size
250mmx250mm @ 10'-0" c/c, one grade beam at ground level and 2(two)
additional grade beams in between EGL and FGL, 75mm thick and 375mm
width RCC coping, 125mm thick brick work with mortar (1:4) in between
columns. 12mm plaster (1:6) on brick surface and 6mm plaster (1:4) on
RCC and providing standard acrylic emulsion paint at exterior surface. 2
nos. of (250mmx250mm) 10 m long precast pile per column.
Boundary wall in RCC Frame, 1.80m in height , level difference
between FGL and EGL= 3.00m to 4.50m; with RCC retaining wall
(without PILE):
Construction of RCC(fc'=22MPa, minimum fcr=27 MPa in nominal mix ratio
of 1:2:4 with stone chips) frame boundary wall of height 1.8m above FGL
and depth of foundation 1.5m from EGL, Retaining wall up to FGL and
column size 250mmx250mm @ 10'-0" c/c above FGL, 75mm thick and
375mm width RCC coping, 125mm thick brick work with mortar (1:4) in
between columns; 12mm plaster (1:6) on brick surface, 6mm plaster (1:4)
on RCC, exterior standard acrylic emulsion paint. Soil Bearing Capacity
assumed=1.5 Ksf
Boundary wall in RCC Frame, 1.80m in height , level difference
between FGL and EGL= 3.00m to 4.50m; with RCC retaining wall (with
PILE):
Construction of RCC(fc'=22MPa, minimum fcr = 27 MPa in nominal mix
ratio of 1:2:4 with stone chips) frame boundary wall of height 1.8m above
FGL and depth of foundation 1.5m from EGL, Retaining wall up to FGL
and column size 250mmx250mm @ 10'-0" c/c above FGL, 75mm thick and
375mm width RCC coping, 125mm thick brick work with mortar (1:4) in
between columns; 12mm plaster (1:6) on brick surface, 6mm plaster (1:4)
on RCC, exterior standard acrylic emulsion paint. Assumed 2 (two) nos of
300 mm X 300 mm size 12 m long pile @ 1.5m c/c along the length of the
retaining wall.
Additional cost for ornamental works at the front side of the
Boundary Wall (considered only portion of work above GB)
284
Tk. 46,342/-
meter
Tk. 75,869/-
meter
Tk. 101,891/-
meter
Tk. 2,300/-
meter
PWD SoR 2018 for Civil Works
ANNEXURE-A
(viii)
Main Gate :
Manufacturing, supplying, fitting and fixing collapsible gate of any design
and shape made of 25 mm x 25mm x 3 mm S.S. angle placed @ 112 mm
c/c vertically and connecting the same with each other by 25 x 3 mm S.S
flat bar scissors 525 mm/ 600 mm long provided in 3 rows including cutting
the different S.S. members to required sizes, fabricating, welding, riveting
with required size rivets, providing required size wheels, pulling handles on
both sides, suitable locking arrangement, electrodes, grease and finally
placing the same in position in between 2 (two) Nos. 50 mm x 50 mm x 6
mm S.S. Tee rail made by welding 2 Nos. 50 x 6 mm S.S. flat bar fitted and
fixed at top and bottom with R.C.C. lintel/roof slab, floors and side wall with
required Nos. 150 mm to 225 mm long 38 x 6 mm S.S. flat bar clamps one
end welded with the gate member and the other end bifurcated and
embedded in C.C. at the respective point including cutting holes and
mending good the damages by pouring concrete (1:2:4) into the holes and
finishing, both end carriage, including greasing, electrodes, curing etc.
complete as per drawing and design and accepted by the Engineer in
charge.
12.
285
Tk. 35,046/-
meter
Tk. 962.40
meter
Tk. 2,427.00
meter
Barbed wire fencing over boundary wall :
(i)
Type-1 (Y-shape) : barbed wire in fencing work @ 150 mm c/c in both
horizontally and vertically
Supplying, fitting and fixing 12 BWG barbed wire (2 ply, 4 points) in fencing
work @ 150 mm c/c in both horizontally and vertically, supported by 38 mm
x 38 mm x 6 mm M.S. Y-shape angle post (300 mm embedded in R.C.C. or
in brick work with a cement concrete base of 75 mm x 75 mm x 300 mm)
600 mm vertical and 450 mm inclined @ 2.4 m c/c including straightening,
binding the joints with 18 BWG wire making holes in the angle etc. in /c
supplying of all necessary materials complete in all respect and accepted
by the Engineer-in-charge.
(Rate is excluding the cost of R.C.C. or brick work or C.C. which is to be
paid as per corresponding items in the schedule)
(ii)
Type-2 (Spiral-type) : barbed wire of 600 mm dia in fencing work
Supplying, fitting and fixing 12 BWG barbed wire fencing in a circular shape
of 600 mm dia and 76 mm pitch fitted with ms rod casing (made by 8 nos.
10 mm dia plain bar in a circular pattern and placed at equal interval ), 38 x
38 x 6 mm M.S. angle post (300 mm embedded in R.C.C. or in brick work
with a cement concrete base of 75 mm x 75 mm x 300 mm) and 600 mm
vertical and 450 mm inclined placed @ 3000 mm c/c including
straightening, binding the joints with 18 BWG wire, making holes in the
angle etc. including supply of all necessary materials complete in all
respect and accepted by the Engineer-in-charge. (Rate is excluding the
cost of R.C.C or brick work or C.C. which is to be paid as per
corresponding items in the schedule)
PWD SoR 2018 for Civil Works
ANNEXURE-A
13.
Road Work :
(i)
R.C.C. Road:
Construction of R.C.C. (minimum f'cr = 30 MPa, and satisfying a specified
compressive strength f’c = 25 MPa at 28 days on standard cylinders,
crushed stone chips as coarse aggregate, cement content related to mix
ratio 1:1.5:3) road with 250mm thick guide wall of height 0.30 meter, 150
mm thick R.C.C work over one layer 1st class brick flat soling and
polythene sheet including the cost of reinforcement 10 mm dia MS rod 175
mm c/c in both direction.
(ii)
per sqm
Tk. 2,080.74
per sqm
Tk.11,241.25
per sqm
Tk. 2,760.00
meter
Semi Permanent Structure:
Plinth area rates for standard semi-permanent building with C.I sheet
roofing on metal truss, supported on brick pillars & walls in 1:4 cement
sand mortar having 75 mm thick D.P.C in/c earth work, back filling in
foundation and plinth ≤ 1 m & 125 mm thick panel brick work in
superstructure with 150 mm x 250 mm intermediate pillar at 2.4 m to 3 m
C/C, doors and windows made of best local timber with standard window
grills, R.C.C work (1:2:4) in lintel, patent stone flooring (1:2:4), minimum 12
mm thick cement plaster (1:4) in plinth , steps and dado, aesthetically
accepted low cost false ceiling, white /color washing and necessary earth
work in foundation, earth and sand filling in plinth and other petty items as
required and complete to function in all respect.
15
Tk. 2,745.93
Bituminous Carpeting Road :
Construction of 38 mm thick compacted bituminous carpeted road over 150
mm thick sand surface with 75 mm thick end edging, 62 mm–37 mm size
brick bats khoa consolidation and compacted water bound macadam of
150 mm thickness, providing tack coat, seal coat and prime coat as per
requirement.
14.
286
Drain and Apron:
(i)
Surface drain of 300 mm clear width and depth up to 300 mm:
Constructing RCC (fc'=22MPa, minimum fcr=27MPa in nominal mix1:2:4
with stone chips) surface drain of 300 mm clear width and depth up to 300
mm with 125 mm thick check walls and 125 mm thick base over one layer
of brick flat soling. The surface having minimum 12 mm thick cement sand
(F.M. 1.2) plaster (1:3) and neat cement finishing with cement curing at
least for 7 days including excavation in all kinds of soil, back filling with fine
sand (F.M. 0.8), consolidating and dressing, cost of water, electricity, other
charges etc. complete and accepted by the Engineer in charge.
(Cement: CEM-II/A-M)
PWD SoR 2018 for Civil Works
ANNEXURE-A
(ii)
Surface drain of 225 mm clear width and 600 mm (av.) depth :
Constructing RCC(fc'=22MPa, minimum fcr=27MPa in nominal mix1:2:4
with stone chips) surface drain of 600 mm (av.) depth and 225 mm clear
width at the bottom and 525 mm at the top, having 125 mm thick check
walls maintaining side slopes and 125 mm thick base over one layer of
polythene on top of brick flat soling. The surface having minimum 12 mm
thick cement sand (F.M. 1.2) plaster (1:3) including neat cement finishing
the surfaces and back of the drain up to 150 mm below ground level with
fresh cement (conforming to BDS 232) curing at least for 7 days, including
excavation of all kinds of soil, back filling with fine sand (F.M. 0.8)
consolidating and dressing, including cost of water, electricity, other
charges etc. complete and accepted by the Engineer in charge.
(Cement: CEM-II/A-M)
(iii)
287
Tk. 4,881.00
meter
Tk. 917.00
sqm.
Apron:
Providing apron with 50 mm thick cement concrete (1:2:4) with cement,
coarse sand and picked jhama chips including breaking chips and one
layer brick flat soling at bottom with first class or picked jhama bricks
including cutting earth for preparation of bed and filling the interstices with
local sand (F.M. 0.8) including finishing, dressing, curing at least for 7 days
etc. all complete, including cost of water, electricity, other charges accepted
by the Engineer in charge.
(Cement: CEM-II/A-M)
PWD SoR 2018 for Civil Works
ANNEXURE-B
288
Annexure-B
GUIDELINES FOR PREPARATION OF PRELIMINARY ESTIMATES
TYPE OF ESTIMATES:


Preliminary Estimate
Detail Estimate
PRELIMINARY ESTIMATE:
HEAD OF ACCOUNTS


Revenue
Development
REQUIREMENTS OF PRELIMINARY ESTIMATE
1.
Request letter from requiring body.
2.
Approved site plan by the Department of Architecture.
3.
Approved building plan by the Department of Architecture.
4.
If approved building plan is not available, in case of urgency, preliminary estimates may be prepared based on
space requirements furnished by the Department of Architecture.
CHECK LIST BEFORE PREPARATION OF PRELIMINARY ESTIMATE:
1.
Apparent soil condition and approximate cost for sub-soil investigation.
2.
Need for site improvement and approach road.
3.
Source of water supply.
4.
Surface water & sewerage disposal.
5.
Source of power supply.
6.
Source of gas supply.
7.
Need for special type boundary wall or retaining wall.
8.
Structure type and structural system.
9.
Additional cost in foundation due to poor soil condition.
10. Special type foundation: Raft or pile.
COMPONENTS OF ESTIMATE
1.
Project Profile.
2.
Report.
3.
Abstract of Cost.
4.
Estimate.
5.
Site plan.
6.
Building Plan.
PWD SoR 2018 for Civil Works
ANNEXURE-B
289
REPORT SHOULD CONTAIN THE FOLLOWING COMPONENTS:
1.
Background and Objectives.
2.
Description of the Project.
3.
Rates of Estimate.
4.
Mode of Financing.
5.
Charges.
COST FOR CONSTRUCTION BY DEPARTMENT AND PRIVATE OWNER:
1.
Structure constructed departmentally & private owner: The cost will be reduced by 17.18%
DETAIL ESTIMATE
DETAIL ESTIMATE SHALL CONTAIN:
1.
Report.
2.
Detail Building Plan, Elevation, Section & Structural Drawings.
3.
Detail measurement of each individual item along with their information in drawings, sites etc.
4.
An abstract of cost.
5.
Proposed works specially boundary wall, gate, road, external water supply, sewerage line shown in red.
DETAILED ESTIMATES ARE PREPARED:
1.
For preparation of tender documents & bill of quantity.
2.
For according technical sanction.
3.
To receive fund through “schedule process” from the revenue budget.
4.
For administrative approval of items of works, which are not components of approved scheme.
IMPORTANT POINTS TO REMEMBER:
1.
Rates of items not covered by PWD’s schedule of rate shall be accompanied by analysis.
2.
Site improvement by carted earth must be accompanied by contour map duly signed by appropriate authority.
3.
Detail estimate of approved projects implemented through ADP must not be sent to Chief Engineer’s Office for
checking and approval. Additional chief Engineer has the full power to approve it.
4.
Detail estimates sent to Chief Engineer’s office require prior approval of respective S.E. and A.C.E.
PWD SoR 2018 for Civil Works
ANNEXURE-B
SAMPLE FORMAT OF PRELIMINARY ESTIMATE
1. SOIL INVESTIGATION
: TK. A
2. CONSTRUCTION OF BUILDING
: TK. B
A. FOUNDATION COST: from PLAR Table
1.
Add cost for saline zone
2.
Add cost for f'c = 32 MPa (1: 1:25: 2.5) or f'c = 40 MPa (1: 1: 2) concrete with stone chips
3.
Add cost for high risk costal area
4.
Add additional cost for extra depth of foundation
5.
Add additional cost for basement floor (basement wall, floor and retaining piles if required)
6.
Add cost for member weightage table-3 (For basement floor)
7.
Add additional cost for wind and earthquake
8.
Add additional cost for extra length of Pile beyond 18m
B. SUPER STRUCTURE COST: from PLAR Table
1.
Add cost for saline zone
2.
Add cost for f'c = 32 MPa (1: 1:25: 2.5) or f'c = 40 MPa (1: 1: 2) concrete with stone chips
3.
Add cost for high risk costal area
4.
Add cost for member weightage table-3 (Including basement floor)
5.
Add additional cost for wind and earthquake
6.
Add additional cost for extra height of floor beyond 3.35m (11’-0”)
3. INTERNAL WATER SUPPLY AND SANITATION
: Tk. C
4. INTERNAL ELECTRIFICATION
: Tk. D
5. EXTERNAL WATER SUPPLY
: Tk. E
1.
Construction of underground reservoir
2.
Sinking of deep tube well/arranging water from WASA, Municipality or Public Health Engineering sources
3.
Laying of distribution pipe lines
4.
Construction of pump house
5.
Supplying and installation of pumps
6. EXTERNAL ELECTRIFICATION
1.
Construction of Sub-station building
2.
Supplying and installation of Sub-Station Equipment/Transformer
3.
Supplying and installation of pump and motor set
: Tk. F
290
PWD SoR 2018 for Civil Works
ANNEXURE-B
4.
HT/LT Line
5.
P.D.B/DESA/R.E.B connection charges
6.
Stand-by power and source
7.
Earthling system
8.
Overhead transmission line
9.
Underground cable laying
10. Compound light
7. ELECTRO-MECHANICAL COMPONENT
: TK. G
1.
Lift (................Passenger ...........stop) : Nos. x Unit Cost
2.
Air conditioner and exhaust fans etc: Nos. x Unit cost
8. GAS CONNECTION NETWORK AND CHARGES .
: TK. H
9. CONSTRUCTION OF COMPOUND DRAIN (Cost per meter of length).
: TK. I
10. CONSTRUCTION OF CULVERT/BRIDGE.
: TK. J
11. CONSTRUCTION OF INTERNAL / COMPOUND / APPROACH ROAD AND PAVEMENT.
: TK. K
12. CONSTRUCTION OF BOUNDARY WALL AND GATES, RETAINING WALL.
: TK. L
13. DEVELOPMENT OF SITE (cost on approximate quantity in cum) .
: TK.M
14. ARBORICULTURE / LANDSCAPE / PLAYGROUND.
: TK. N
15. FIRE FIGHTING.
: TK. O
SUB TOTAL
: TK. P
16. QUALITY ASSURANCE, MATERIAL SAMPLE COLLECTION & TESTING, ETC (1.00% on Tk. P)
: TK. Q
17. CONTINGENCY (Probable unforeseen expenditure related to work).
A. Price Contingency (maximum 8.00% on Tk. P)
B. Physical Contingency (maximum 2.00% on Tk. P)
: Tk. R
: Tk. S
SUB TOTAL
18. COST OF LAND
: TK. T
: TK. U
GRAND TOTAL : TK. V
(The Project cost stands at Tk. ‘V’ lakh)
291
PWD SoR 2018 for Civil Works
ANNEXURE-B
292
WORKED OUT EXAMPLE ON PREPARATION
OF PRELIMINARY ESTIMATE
Building type
: Residential.
Building Category
: Super (1800 sft/flat, 2 flats per floor).
Type of structure
: R. C. C. frame structure with 1: 1.5: 3 concrete (stone chips).
Soil type
: Bearing Capacity of Soil = 3 ksf.
Foundation
: Shallow foundation, 6 storeys.
Plinth Area
: 4003.93 sft. (371.97 sqm).
Ground Floor
: Parking.
Site
: Other than coastal area.
A. FOUNDATION COST
Quantity/Amount
1.
Soil Investigation : L.S. or Actual cost
(BH Nos. as primary, say)
2.
Foundation cost :
From PLAR Table - 1, (For B.C.qa=3ksf)
371.97 sqm @ Tk. 13,904.00 per sqm
3.
Add extra 2% cost for wind (other than coastal area) &
earthquake load:
2% on Tk. 5,171,036.64
Tk.
Unit Rate (Tk.)
5
Nos.
Tk. 26,675.00 /No.
Total Amount
(Tk.)
Tk. 133,375.00
371.97
sqm
Tk. 13,904.00 /sqm
Tk. 5,171,036.64
5,171,036.64
2%
Tk.
"A"
=
103,420.73
Tk. 5,407,832.37
B. SUPER STRUCTURE COST.
4.
5.
6.
(i)
Ground floor as Parking (from PLAR Table-2)
371.97 sqm @ Tk. 14,111.00
371.97
sqm
Tk. 14,111.00 /sqm
Tk. 5,248,022.01
(ii)
Add extra cost for Member Weightage (M.W.) (from
PLAR Table-3.)
371.97 sqm @ Tk. 1,069.00 per sqm.
371.97
sqm
Tk. 1,069.00 /sqm
Tk.
(i)
1st floor (from PLAR Table-2.)
371.97 sqm @ Tk. 23,611.00 per sqm
371.97
sqm
Tk. 23,611.00
/sqm Tk. 8,781,167.01
(ii)
Add extra cost for M.W (from PLAR Table-3.)
371.97 sqm @ Tk. 855.00 per sqm
371.97
sqm
Tk.
/sqm Tk.
(i)
2nd floor (from PLAR Table-2)
371.97 sqm @ Tk. 23,965.00 per sqm
371.97
sqm
Tk. 23,965.00 /sqm
Tk. 8,912,823.15
(ii)
Add extra cost for M.W (from PLAR Table-3)
371.97 sqm @ Tk. 641.00 per sqm.
371.97
sqm
Tk.
Tk.
855.00
641.00 /sqm
397,571.79
317,983.05
238,394.31
PWD SoR 2018 for Civil Works
ANNEXURE-B
7.
8.
9.
293
(i)
3rd floor (from PLAR Table-2)
371.97 sqm @ Tk. 24,324.00 per sqm
371.97
sqm
Tk. 24,324.00 /sqm
Tk. 9,046,338.84
(ii)
Add extra cost for M.W (from PLAR Table-3)
371.97 sqm @ Tk. 428.00 per sqm.
371.97
sqm
Tk.
Tk.
(i)
4th floor (from PLAR Table-2)
371.97 sqm @ Tk. 24,689.00 per sqm
371.97
sqm
Tk. 24,689.00 /sqm
Tk. 9,182,085.99
(ii)
Add extra cost for M.W (from PLAR Table-3)
371.97 sqm @ Tk. 214.00 per sqm.
371.97
sqm
Tk.
Tk.
371.97
sqm
Tk. 25,059.00 /sqm
5th floor (from PLAR Table-2)
371.97 sqm @ Tk. 25,059.00 per sqm
428.00 /sqm
214.00 /sqm
"B" =
159,177.48
79,588.74
Tk. 9,319,692.69
Tk. 51,682,845.06
C. ADDITIONAL SUPPER STRUCTURE COST
10.
Add extra super structure cost 2% for wind
(other than coastal area) & earth quake load resisting
structure.):
2% on Tk. 51,682,845.06
Tk. 51,682,845.06
11.
Extra cost for Rooftop & Chillakotha (From PLAR Table-2):
371.97 sqm @ Tk. 2,619.00 per sqm
371.97
12.
Extra cost for Roof top R.C. C Parapet (From Additional Cost
Chart item-4):
4x19.28x1n=77.14sqm @ Tk. 2,776.00 per sqm
77.14
13.
Extra cost for Roof top R.C.C water tank (From Additional
Cost Chart. item-5):
2000 gal. @ Tk. 155.00 per gal
2000
sqm
sqm
Tk. 2%
Tk. 1,033,656.90
Tk. 2,619.00 /sqm
Tk. 2,776.00
gallon Tk.
155.00
"C"
Tk.
974,189.43
/sqm Tk.
214,140.64
/gal
310,000.00
=
Tk.
Tk. 2,531,986.97
D. OTHER BUILDING COST
14.
Internal Sanitary & Water Supply (From additional cost
chart, item-6):
Consider G.F Parking area cost 50%.
5.5x371.97 sqm @ Tk. 1519.60 per sqm
2045.84
sqm
Tk. 1,519.60 /sqm
Tk. 3,108,850.87
15.
Internal Electrification (From additional cost chart, item7):
Consider G.F Parking area cost 50%.
5.5x371.97 sqm @ Tk. 2,017.00 per sqm
2045.84
sqm
Tk. 2,017.00 /sqm
Tk. 4,126,449.20
16.
External Water Supply.
10000
gallon
Tk.
Tk.
(i)
Construction of underground reservoir (From aditional
cost chart, item-9-i-a) :
10,000 gal. @ Tk. 92.00 per gal.
(ii)
Sinking of Deep tube well/ Distribution line, water
pump, pump house, WASA/Municipal charge as per
requirement. Actual cost.
1
No.
92.00 /gal
M
920,000.00
M
PWD SoR 2018 for Civil Works
ANNEXURE-B
17.
294
External Electrification
(i)
Sub-station building.
(ii)
Sub-station Equipment/Transformer.
(iii)
Pump & Motor set in/c installation
(iv)
H.T./L.T. Line
(v)
PDB/DESA/REB Charge.
(vi)
Standby Power & Source.
(vii)
Earthing System.
(viii)
Overhead Transmission.
(ix)
Underground cable laying.
(x)
Compound light. Wiring system & other safety
system.
1
No.
N
N
P
P
Electro-Mechanical Component.
18.
(i)
Lift. Not required
(ii)
Air Condition Not required
1
No.
185.99
sqm
Tk.
342.20 /sqm
Tk.
63,644.07
1859.85
sqm
Tk.
136.88 /sqm
Tk.
254,576.27
Gas Connection.
19.
20.
21.
22.
(i)
Ground Floor. (From Additional Cost Chart item-8-i)
Consider 50% cost as parking.
0.50x371.97 sqm @ Tk. 342.20 per sqm
(ii)
Other floor (From Additional Cost Chart item-8-ii):
5x371.97 sqm @ Tk. 136.88 per sqm
Construction of Compound drain
Cost on meter basis (From Additional Cost Chart item-15i/ii/iii)
Q
Approach Road.
As per requirement. (From Additional Cost Chart item-13-i/ii)
R
(i)
Boundary Wall. As per requirement.
(From Additional Cost Chart item-11-i/ii/iii/iv/v/vi/vii)
(ii)
Gate, As per requirement.
(From Additional Cost Chart item-11-viii)
S
23.
Site improvement.
T
24.
Testing of materials as per requirement
U
25.
Arboriculture/Landscape (As per requirement):
V
26.
Fire Fighting (As per requirement):
W
Total "D"
=
Sub-Total "X"
=
sum of cost from
item 14 to 26
(A+B+C+D)
27.
Quality Assurance , Material Sample Collection & Testing ( 1% of X )
"Y" =
1% of "X"
28.
Contingency (5% of X) or Actual need.
"Z" =
5% of "X" Or
Actual need
Grand Total =
(X+Y+Z)
PWD SoR 2018 for Civil Works
ANNEXURE-C
Annexure-C
Element
FINISH SCHEDULE
Name of
Space
Standard
Super
Special
PARKING
SPACE
Paving block/
Casting(rough)
Brick/Paving block/
Casting(rough/stamped)
Brick/Paving block/
Casting(rough/stamped)
STAIR
Local best quality non-skid
floor tiles. (Size: Minimum
300mmX300mm)
Local/ Foreign best quality
non-skid floor tiles. (Size:
Minimum
600mmX300mm)
Local/ Foreign best quality non-skid floor
tiles/ Marble/ Granite.
(Size: Minimum 600mmX300mm, For
Designed floor Random size as per
design)
LIFT LOBBY
Local best quality non-skid
floor tiles. (Size: Up to
600mmX600mm)
Local/ Foreign best quality
non-skid floor tiles. (Size:
Minimum
600mmX600mm)
Local/ Foreign best quality non-skid floor
tiles/ Marble/ Granite.
(Size: Minimum 600mmX1200mm, For
Designed floor Random size as per
design)
BED ROOM
Local best quality non-skid
floor tiles or Terrazzo (Cast
in Situ/Tiles). (Size: Up to
600mmX600mm)
Local/ Foreign best quality
Matt/ Mirror Polished floor
tiles (Size: Minimum
600mmX600mm)
Local/ Foreign best quality Matt/ Mirror
Polished floor tiles/ Marble/ Granite.
(Size: Minimum 600mmX1200mm, For
Designed floor Random size as per
design)
DRAWING
Local best quality non-skid
floor tiles or Terrazzo (Cast
in Situ/Tiles). (Size: Up to
600mmX600mm)
Local/ Foreign best quality
Matt/ Mirror Polished floor
tiles (Size: Minimum
600mmX600mm)
Local/ Foreign best quality Matt/ Mirror
Polished floor tiles/ Marble/ Granite.
(Size: Minimum 600mmX1200mm, For
Designed floor Random size as per
design)
DINING
Local best quality non-skid
floor tiles or Terrazzo (Cast
in Situ/Tiles). (Size: Up to
600mmX600mm)
Local/ Foreign best quality
Matt/ Mirror Polished floor
tiles (Size: Minimum
600mmX600mm)
Local/ Foreign best quality Matt/ Mirror
Polished floor tiles/ Marble/ Granite.
(Size: Minimum 600mmX1200mm, For
Designed floor Random size as per
design)
KITCHEN
Local best quality non-skid
floor tiles or Terrazzo (Cast
in Situ/Tiles). (Size: Up to
600mmX600mm)
Local/ Foreign best quality
Non Skid floor tiles.
Local/ Foreign best quality Non Skid floor
tiles/ Marble/ Granite.
(Size: Minimum 600mmX1200mm, For
Designed floor Random size as per
design)
TOILET
Local best quality non-skid
floor tiles or Terrazzo (Cast
in Situ/Tiles). (Size: Up to
600mmX600mm)
Local/ Foreign best quality
Non Skid floor tiles.
Local/ Foreign best quality Non Skid floor
tiles/ Marble/ Granite.
(Size: Minimum 600mmX1200mm, For
Designed floor Random size as per
design)
CORRIDOR /
PASSAGE
Local best quality non-skid
floor tiles. (Size: Up to
600mmX600mm)
Local/ Foreign best quality
non-skid floor tiles. (Size:
Minimum
600mmX600mm)
Local/ Foreign best quality non-skid floor
tiles/ Marble/ Granite.
(Size: Minimum 600mmX1200mm, For
Designed floor Random size as per
design)
Floor
295
PWD SoR 2018 for Civil Works
ANNEXURE-C
Element
Interior
Wall
Name of
Space
Standard
Super
Special
VERANDAH
Local best quality non-skid
floor tiles or Terrazzo (Cast
in Situ/Tiles). (Size: Up to
600mmX600mm)
Local/ Foreign best quality
non-skid floor tiles. (Size:
Minimum
600mmX600mm)
Local/ Foreign best quality non-skid floor
tiles/ Marble/ Granite.
(Size: Minimum 600mmX1200mm, For
Designed floor Random size as per
design)
PARKING
SPACE
Plastered and Painted with
Acrylic Emulsion paint.
Plastered and Painted
with Acrylic/ Satin
Emulsion paint.
Plastered and Painted with Acrylic/ Satin/
Granulated/ Textured Emulsion paint. OR
Local/ Foreign best quality Glazed/ Matt
Ceramic tiles.
STAIR
Plastered and Painted with
Acrylic Emulsion paint.
Plastered and Painted
with Acrylic/ Satin
Emulsion paint.
Plastered and Painted with Acrylic/ Satin/
Granulated/ Textured Emulsion paint.
LIFT LOBBY
Plastered and Painted with
Acrylic Emulsion paint.
Plastered and Painted
with Acrylic/ Satin
Emulsion paint.
Plastered and Painted with Acrylic/ Satin/
Granulated/ Textured Emulsion paint. OR
Local/ Foreign best quality Matt/ Glazed
wall tiles/ Marble/ Granite.(Size: Random
as per design)
BED ROOM
Plastered and Painted with
Acrylic Emulsion paint.
Plastered and Painted
with Acrylic/ Satin
Emulsion paint.
Plastered and Painted with Acrylic/ Satin/
Granulated/ Textured Emulsion paint OR
Wall Paper.
DRAWING
Plastered and Painted with
Acrylic Emulsion paint.
Plastered and Painted
with Acrylic/ Satin
Emulsion paint.
Plastered and Painted with Acrylic/ Satin/
Granulated/ Textured Emulsion paint OR
Wall Paper.
DINING
Plastered and Painted with
Acrylic Emulsion paint.
Plastered and Painted
with Acrylic/ Satin
Emulsion paint. OR Local/
Foreign best quality
Glazed Ceramic tiles
(Size: Minimum
600mmX300mm)
Plastered and Painted with Acrylic/ Satin/
Granulated/ Textured Emulsion paint. OR
Local/ Foreign best quality Matt/ Glazed
wall tiles/ Marble/ Granite.(Size: Random
as per design)
KITCHEN
Local best quality Glazed
Ceramic tiles (Size: Up to
600mmX300mm)
Local/ Foreign l best
quality Glazed Ceramic
tiles (Size: Minimum
600mmX300mm)
Local/ Foreign best quality Matt/ Glazed
wall tiles/ Marble/ Granite.(Size: Random
as per design)
TOILET
Local best quality Glazed
Ceramic tiles (Size: Up to
600mmX300mm)
Local/ Foreign best quality
Glazed Ceramic tiles
(Size: Minimum
600mmX300mm)
Local/ Foreign best quality Glazed
Ceramic tiles (Size: Minimum
600mmX300mm)
CORRIDOR /
PASSAGE
Plastered and Painted with
Acrylic Emulsion paint.
Plastered and Painted
with Acrylic/ Satin
Emulsion paint.
Plastered and Painted with Acrylic/ Satin
Emulsion paint. OR Local/ Foreign best
quality wall tiles/ Marble/ Granite.(Size:
Random as per design)
VERANDAH
Plastered and Painted with
Acrylic Emulsion paint.
Plastered and Painted
with Acrylic/ Satin/ Matt
Enamel Emulsion paint.
Plastered and Painted with Acrylic/ Satin/
Matt Enamel Emulsion paint. OR Local/
Foreign best quality wall tiles/ Marble/
Granite.(Size: Random as per design)
296
PWD SoR 2018 for Civil Works
ANNEXURE-C
Name of
Space
Standard
Super
Special
Exterior
wall
ALL
Plastered and Painted with
Standard Exterior Emulsion
paint. For exposed brick or
concrete facing wall painted
with Water Repellent /Clear
sealer/ Lacquer with
pointing.
Plastered and Painted
with Standard/Premium
Exterior Emulsion paint.
For exposed brick or
concrete facing wall
painted with Water
Repellent Clear sealer/
Lacquer with pointing.
Plastered and Painted with Premium
Exterior Emulsion paint. For exposed brick
or concrete facing wall painted with Water
Repellent Clear sealer/ Lacquer with
pointing.
Ceiling
ALL
Plastered and Painted with
Acrylic Emulsion paint.
Plastered and Painted
with Acrylic/ Satin
Emulsion paint.
Plastered and Painted with Acrylic/ Satin
Emulsion paint.
Door frame-of Teak
Chamble.
Shutter- Chittagong Teak
Wood Solid/ Designed door
with best quality polish.
Door frame-of Teak
Chamble/ Chittagong
Teak.
Shutter- Burma Teak
Wood Solid/ Designed
door with best quality
polish.
OTHER
DOOR
Door frame-of Teak
Chamble.
Shutter- Teak Chamble
Veneered Particle Flush
door with best quality
polish.
Door frame-of Teak
Chamble/ Chittagong
Teak.
Shutter- BurmaTeak
Veneered Particle Flush
door with best quality
polish.
Door frame-of Burma Teak/ Chittagong
Teak.
Shutter- Burma Teak Wood Solid/
Designed door with best quality polish.
KITCHEN
DOOR
Door frame- of Teak
Chamble.
Shutter- Inside Melamine /
Plastic Board Cladded,
Outside Teak Chamble
Veneered Particle Flush
door with best quality polish
and paint.
Door frame- of Teak
Chamble/ Chittagong
Teak.
Shutter- Chittagong Teak
Wood Solid/ Designed
(with Glass Panel) door
with best quality polish.
Door frame-of Burma Teak/ Chittagong
Teak.
Shutter- Burma Teak Wood Solid/
Designed (with Glass Panel) door with
best quality polish.
Door frame-of UPVC/ Teak
Chamble.
Shutter- UPVC / Inside
Melamine or Plastic Board
Cladded, Outside Teak
Chamble Veneered Particle
Flush door with best quality
polish and paint.
Door frame- of Teak
Chamble/ Chittagong
Teak.
Shutter- Inside Melamine /
Plastic Board Cladded,
Outside Burma Teak
Veneered Particle Flush
door with best quality
polish and paint.
Door frame-of Burma Teak/ Chittagong
Teak.
Shutter- Inside Melamine / Plastic Board
Cladded Burma Teak Wood Solid/
Designed door with best quality polish and
paint.
Door frame- of Teak
Chamble/ Chittagong
Teak.
Shutter- Burma Teak
Veneered Particle Flush
door with best quality
polish and paint.
Door frame-of Burma Teak/ Chittagong
Teak.
Shutter- Burma Teak Wood Solid/
Designed door with best quality polish and
paint.
Element
MAIN DOOR
Door
BATHROOM
DOOR
VERANDAH
DOOR
Door frame- of Teak
Chamble.
Shutter- Teak Chamble
Veneered Particle Flush
door with best quality polish
and paint.
Door frame-of Burma Teak/ Chittagong
Teak.
Shutter- Burma Teak Wood Solid/
Designed door with best quality polish.
297
PWD SoR 2018 for Civil Works
ANNEXURE-C
Element
Window
Name of
Space
Standard
Super
Special
Grill-6 mm x 25 mm. Flat
Bar or 16mm Square Bar
with Enamel paint.
Grill-6 mm x 25 mm. Flat
Bar or 16mm Square Bar
with Enamel paint.
Grill-6 mm x 25 mm. Flat Bar or 16mm
Square Bar with Enamel paint.
Frame-100 mm Aluminium
Section with Mosquito net
of Silver/ Bronze Colour.
Frame-100 mm Aluminium
Section with Mosquito net
of Silver/ Bronze Colour.
Shutter-Sliding Aluminium
Panel fabricated with Glass
shutter.
Shutter-Sliding Aluminium
Panel fabricated with
Glass shutter.
Shutter-Sliding Aluminium Panel
fabricated with Glass shutter.
OR
Shutter-Pivoted Aluminium Panel
fabricated with Glass shutter.
STAIR
Metal (M.S.) Vertical and
Horizontal Posts with
Wooden Top Rail.
Metal (M.S./S.S./Casting)
Vertical and Horizontal
Posts with Wooden Top
Rail.
Metal (M.S./S.S./Casting) Vertical and
Horizontal Posts or Tempered Glass Panel
with Wooden/Metal Top Rail.
VERANDAH
Metal (M.S.) Vertical and
Horizontal Posts with Metal
Top Rail.
Metal (M.S./S.S./Casting)
Vertical and Horizontal
Posts with Metal Top Rail.
Metal (M.S./S.S./Casting) Vertical and
Horizontal Posts or Tempered Glass Panel
with Metal Top Rail.
ALL
Rail
Frame-100 mm Aluminium Section with
Mosquito net of Silver/ Bronze Colour or
Powder Coated.
NOTE:
1) Generally for Residential Buildinga) Unit size 500 sft to 1250 sft shall be considered for Standard Category
b) Unit size 1500 sft to 2500 sft shall be considered for Super Category
c) Unit size >2500 sft shall be considered for Special Category
In special cases, irrespective of unit size building category will be decided as per finish schedule.
2)
For Non-Residential Building the category shall be considered as per significance of the building.
298
PWD SoR 2018 for Civil Works
ANNEXURE-D
Annexure-D
299
NAME OF THE MATERIAL BRAND AS USER GUIDE*
(SUBJECT TO SATISFY THE STANDARD TESTS AND APPROVAL BY PWD)
SL.
NAME OF THE MATERIAL AND
STANDARD**
BRAND NAME
1.1
AKIJ
1.2
ANWAR BRAND
1.3
ANCHOR
1.4
AMAN CEM
1.5
BASHUNDHARA
1.6
CAMEL BRAND
1.7
CROWN
1.8
DESHBONDHU
1.9
DIMOND BRAND
1.10
FIVE RINGS
CEMENT
1.
BDS EN 197-1: CEM-I, 52.5N
PORTLAND CEMENT
(BDS EN 197-1:2003)
MANUFACTURER
Akij Cement Ltd.
27, Dilkusha C/A, Dhaka-1000.
Anwar Cement Ltd.
Baitul Hossain Building, 14th Floor,
27 Dilkusha Commercial Area, Dhaka-1000.
Phone: 02-02-9564033;Fax:02-8837464;
02-7124264 E-mail:agi@agni.com;
Web:www.anwargroup.com
Olympic Cement Ltd.
Green Grandeur
58/E, Kemal Ataturk Avenue (11th Floor),
Banani, Dhaka-1213
Phone: 9821503, 9821504
Aman Cement Industries Ltd.
2 Ishakha Avenue,Sector#6, Uttara,
Dhaka-1230;
Phone:02-7911691-3;8962297;
Fax:02-8920510;
E-mal:info@amangroupbd.com;Web:www
.amangroupbd.com.
Bashundhara industrial Complex Ltd.
Bashundhara Industrial Headquarters
Plot no. 03, Block # G, Umme Kulsum Road
Bashundhara R/A Dhaka-1229
Phone : 02-8401024-8,01730328882
Aramit Cement Ltd.
53/A Kalurghat Heavy Industrial Area, Chittagong
Phone : 031-670 368
M.I Cement Factory Ltd.
House # 1 & 7 Road # 95
Block # CEN(A) North Avenue,
Gulshan-2, Dhaka-1212
Phone: 9852633, 9852634, 9852636
Deshbondhu Cement Mills Ltd.
House No-59, Road-27, Block-K,
Banani, Dhaka-1213.
Phone- +880-1755552875
Dimond Cement Ltd.
220 Strand Road, Chittagong-4000
Phone: 031-611041-3
Dubai Bangladesh Cement Mills Ltd
House # 06, Road # 1,
Dhanmond, Dhaka-1212
Phone: 02-9663393-3
* USER'S are requested to collect respective Bangladesh Standards (BDS) from BSTI: in absence of BDS one shall collect
ASTM/BS/EN/ISO/IS etc. to select tests and acceptable criteria.
** To comply mentioned standard (s) or standard (s) subsequently released from Bangladesh Standard and Testing Institute
(BSTI).
NB: List of the companies arranged in alphabetic sequence.
PWD SoR 2018 for Civil Works
ANNEXURE-D
SL.
NAME OF THE MATERIAL AND
STANDARD**
BRAND NAME
1.11
FRESH
1.12
HOLCIM
1.13
KING BRAND
1.14
LION
1.15
MEGHNACEM
DELUXE
1.16
METROCEM
1.17
MIR CEMENT
1.18
NGS
1.19
PREMIER
1.20
ROYAL
1.21
SEVEN HORSE
1.22
SEVEN RING
1.23
SHAH CEMENT
1.24
TIGER BRAND
1.25
ULTRATECH
CEMENT
BDS EN 197-1: CEM-I, 52.5N
PORTLAND CEMENT
(BDS EN 197-1:2003)
300
MANUFACTURER
Unique Cement Industries Limited
Fresh Villa, House-15, Road-34, Guilshan-1,
Dhaka-1212
Phone: 9889306, 9889490
Holcim (Bangladesh) Ltd.
House No.8, Road No-14
Baridhara, Dhaka-1212
Phone: 02-988 1003, 8812485
Meghna Cement Mills Ltd.
Road No-3(Umme Kulsum Road), Block-G
Bashundhara R/A, Dhaka-1229.
Phone: 02-9401024, 8401025-8
Confidence Cement Ltd.
Ispahani Building (3rd Floor), Sk.Mujib Road,
Agrabad C/A Chittagong.Phone: 7114713,711475
Unique Cement Industries Limited
Meghnaghat, Sonargaon, Narayangonj.
Metrocem Cement Ltd.
Uenus center (level-12), 52-53 Dilkusha C/A,
Dhaka-1000.
Mir Cement Ltd.
House # 8, Level # 3, Road # 14 Dhanmond R/A,
Dhaka-1209. Phone : 8110554, 8122883,
91047215
NGS Cement Industries Ltd.
Uttar Patenga, Chittagong.
Premier Cement Mills Limited
TK Bhaban (12th Floor), 13 Kawan Bazer,
Dhaka-1215
Phone : 02-9144788, 9127610, 9129826,
9126220
Royal Cement Co. Ltd.
Kabir Monil, SK Mujib Road Agrabad,
Chittagong.
Phone: 31-715222, 726293.
Eastern Cement Industries Ltd.
Walsow Tower, Level-1&2 21 &23,Kazi Nazru
Islam Avenue, Dhaka.1000.
Seven Circle (Bangladesh) Ltd.
LANDVIEW 7th Floor, 28 Gulshan North.
Gulshan-2, Dhaka-1212
Phone:
8817690-3
Shah Cement Industries Ltd.
13, Dilkusha C/A (4th Floor), Dhaka-1000
Phone : 02-9550324, 9572201-2
Madina Cement Industries Ltd.
Madina Green Vila-5, Green Square Green
Road, Dhaka-1205 Phone : 9663706, 9663714
Emirates Cement Bangladesh Ltd.
Chandiwala Mansion, Level-4, House-32, Road11, Block-G, Banani, Dhaka-1213.
Phone-+8802-9870069
PWD SoR 2018 for Civil Works
ANNEXURE-D
SL.
NAME OF THE MATERIAL AND
STANDARD**
BRAND NAME
2.1
AKS
2.2
ANWAR
2.3
STEEL
2.
FOR THE REINFORCEMENT OF
CONCRETE
Grade: 300, 400
BDS ISO 6935-2: 2006
Max fy ≈ 330 and 450
Ratio fu to fy ≥ 1.25
ASBRM
2.4
BSI
2.5
BSRM
2.6
CSRM
2.7
ELITE
2.8
GPH
2.9
HKG
2.10
HI-TECH
2.11
HRRM
2.12
KSRM
2.13
MAGNUM
2.14
METROCEM
2.15
PHP
301
MANUFACTURER
Abul Khair Steel Ltd.
House#75, Road# 9/A,
Dhanmondi R/A,Dhaka.
031-752181-2; 714541-4, Fax:031720239,710051. www.abulkhairsteel.com
Anwar Steel Ltd.
Baitul Hossain Building, 14th Floor, 27 Dilkusha
Commercial Area, Dhaka-1000. Phone:02-029564033;Fax:02-8837464; 02-7124264 Email:agi@agni.com; Web:www.anwargroup.com
Ambient Steel (BD) Ltd.
Shah Makhdum Avenue, Sector #12, House #07,
Uttara, Dhaka
Phone : 02-55085571, 55085572
Bandar Steel Industries Ltd.
15/5, Bijoynogor, Akram Tower2.1
(10th Floor, Room # 06), Dhaka-1000
Phone: 02-8391331, 01715345151.
Bangladesh Steel Re-rolling Mills Ltd.
BSRM Steels Limited
Mahbub Castie (2nd $ 4th Floor)
35/A Purana Paltan Line, Dhaka-1000
Phone: 02-8311994, 9358135, 9344136
Chakda Steel and Re-rolling Mills Ltd.
Rasulpur, Fatulla, Narrayangon.
Elite Iron & Steel Ind. Ltd.
South Avenue Tower (2nd Floor), House # 50,
Road # 3.7, Gulshan Avenue Gulshan-1, Dhaka1212
Phone: 02-9857884, 9857910, 9857890
GPH Ispat ltd.
Crown chamber, 325, Asadjonj, chittagong-4000.
HKG Steel Mills Ltd.
Mridhakandi, Newtown, Sonargoan,
Narayangonj.
Phone: +8801711561143
Hi-tech Steel & Re-Rolling Mills Ltd.
Bulta, Rupgonj,.Narayangonj.
HR Steel Re-rolling Mills Ltd.
Road 13,Plot-7/9,Shampur, Kadamtoli,Dhaka.
KSRM Steel Plant Ltd.
Kabir Manzil SK Mujib Road Agrabad, Chittagong
Phone : 880-31-711501-5, 2513791-4
Magnum Steel Industries Limited
Rubayat, House-15, Road-24, Gulshan, Dahaka1212,
Contact: 02-9881699;58814247;
9896740;Fax:02-9851584
E-mail:info@magnumbd.com;
Web:www.magnumbd.com
Metrocem Ispat Limited
G-9/1 Chandra, Gazipur.
PHP Ispat Limited.
Bagdi, Gorashal, Plash, Norshindi.
PWD SoR 2018 for Civil Works
ANNEXURE-D
SL.
NAME OF THE MATERIAL AND
STANDARD**
STEEL
FOR THE REINFORCEMENT OF
CONCRETE
Grade: 300, 400
BDS ISO 6935-2: 2006
Max fy ≈ 330 and 450
Ratio fu to fy ≥ 1.25
PAINT
3.
4.
Plastic Emulsion Interior
BDS 1097 (para-1):1984
Plastic Emulsion Exterior
BDS 1097 (para-2):1984
Cement Paint BDS 1706:2002
Synthetic Enamel Paints BDS 1423/1993
Mild steel (MS), Galvanized (C.I)
Pipes and Fittings
BDS 1031:2006
BRAND NAME
2.16
RSRM
2.17
SAS
2.18
SCRM
2.19
SSRM
2.20
TIGER
3.1
AQUA PAINT
3.2
ASIAN PAINT
3.3
BERGER
3.4
ELITE PAINT
3.5
NIPPON
3.6
PAILAC
3.7
RAK
3.8
ROXY
4.1
FALCON
4.2
HATIM
302
MANUFACTURER
Ratangpur Steel Re-Rolling Mills. Ltd.
99, Gulshan Avenue, Gulshan-2, Dhaka-1212
Phone: 02-9892936, 9890457, 9891415,
8812621.
Shafiul Alam Steel Re-Rolling Mills
Suite-A-1, House-4, Road-18
Block-A, Banani, Dhaka-1213
Phone : 02-8838012
Salam Steel Concast Re-Rolling Mills Ltd.
Police Piaza Concord, Flat No # 9/H, Plot # 02,
Road No # 144, Gulshan Model Town, Dhaka1212.
Shahriar Steel Mills Ltd.
Konapara, Jatrabari, Dhaka-1362
SS Steel Pvt. Ltd.
SS Steel Building, 17/C Panthapath, Dhaka1207.
Phone: +8802-9101111
Octagon Fibres & Chemicals Ltd.
Elite House, 54 Motijheel C/A(2nd Floor)
Dhaka-1000
Phone: 9561376, 7160132.
Asian Paints (Bangladesh) Ltd.
House # 428/A( 3rd & 5 th Floor) Road # 30
New DOHS, Mohakhali, Dhaka-1206
Phone : 9859329, 9893283
Berger House, House # 08, Road # 02, Section #
03 Uttara Model Town, Dhaka. Phone: 028953669
Elite Paint & Chemical In. Ltd.
Syed Grand Centre, Level. 9 Plot 89, Road, 28
Sector 7 Uttara, Dhaka-1230
Phone: 8913674, 8913558.
Nippon Paint (Bangladesh) Pvt .Ltd
60/E/2, Purana Paltan (Dewan Manjil),
Dhaka-1000
Phone: +8802 9559889, 01730376000.
Pailac Chemical Co.
3/7, Sonatangore, Hazarrbagh, Dhaka-1209
Phone: 02-966 2345, 9672303.
RAK Paints (Pvt.) Ltd.
RAK Tower (12th Floor), Plot # 1/A, Jasimuddin
Avenue,
Sector # 3, Uttara Model Town. Dhaka-1230
Phone: 8923297
Roxy Paints Limited
House # 08, Road # 14 (New)
Dhanmondi R/A Dhaka
Phone: 9118481, 9126154.
Rangpur Metal Industries Ltd.
Cilipm, shahzileayer, shachagonj, Hobigonj.
Hatim Industries Ltd.
188/A, Jubilee Road, Chittagong, Bangladesh.
PWD SoR 2018 for Civil Works
ANNEXURE-D
SL.
NAME OF THE MATERIAL AND
STANDARD**
BRAND NAME
303
MANUFACTURER
Anwar Polymer Ltd.
Baitul Hossain Building, 14th Floor, 27 Dilkusha
commercial area, Dhaka-1000. Phone:02-029564033;Fax:02-8837464; 02-7124264 Email:agi@agni.com; Web:www.anwargroup.com
Bengal Plastics Pipes Ltd.
Bengal house, 75 Gulshan Avenue,
Gulshan-1, Dhaka-1212.
Hatim Polymer Industries Ltd.
188/A, Jubilee Road, Chittagong, Bangladesh.
National Polymer Industries Ltd.
36, Lake Circus Kalabagan, Dhaka
Phone: 02-811 5054-57
RFL Plastics Ltd.
Bagpara, Palash, Narshindi.
5.1
ANWARS A1
5.2
BENGAL
5.3
HATIM
5.4
NPI
5.5
RFL
PP-R PIPES FOR POTABLE
WATER SUPPLY AND FITTINGS
6.1
HATIM
Hatim Polymer Industries Ltd.
188/A, Jubilee Road, Chittagong, Bangladesh.
7.1
HDPE COIL PIPE
7.1.1
HATIM
Hatim Polymer Industries Ltd.
188/A, Jubilee Road, Chittagong, Bangladesh.
7.2
HDPE PIPE & FITTINGS FOR
SANITARY WORKS
7.2.1
RFL
RFL Plastics Ltd.
Bagpara, Palash, Narshindi.
uPVC PIPES FOR POTABLE
WATER SUPPLY AND FITTINGS
5.
6.
BDS 1496:2006
BS 3505:1996
ISO 4422-2:1996 (E)
BDS 1878:2014
BDS ISO 4422-1:2008
BDS ISO 4422-3:2007
BDS ISO 4422-4:2008
DIN 8077/8078 , DIN 16962
DIN 16963 Part 1-14
ISO 4427-2:2007 (Pipes)
ISO 4427-3:2007 (Fittings)
SANITARY FIXTURES
8.
9.
BDS 632,635,1361: 1992, 1356:1992
1357:1992, 1507:1992, 1508:1992
1509:1992, 1593:1998
ASTM: 1245-89 (2001)
WATER STORAGE TANKS
(PORTABLE)
8.1
SATTAR
8.2
SARKAR
9.1
GAZI TANK
9.2
MADINA TANK
9.3
SERA
10.1
BARAKA
BDS 1699:2002
10.
PAVING BLOCK, UNIPAVER &
KERB STONE
BS 6717-1:1993
ASTM C 42
Sattar Metal Industries
27, Dilkhusha C/A (5th Floor),
Suite # 602, Dhaka-1000
Phone: 02-9551147
Sarker Metal Engineering & Industries Ltd.
78/B/7/6, North Zatrabari, Dhaka.
Gazi Tanks
18-20 kadamtali Road, Shampur 1/A Shampur,
Dhaka-1204
Phone: 02-9551147
Madina Polymer Industries Ltd.
Green Villa, 5 Green Square,
Green Road, Dhaka-1205
Phone : 02-9668640
Banga Building Materials Ltd.
Pran-RFL Center,
105 Middle Badda, Dhaka-1212.
Phone:02-8837464;Fax:02-8837464
E-mail:rpl@prangroup.com;
Web:www.rflplastics.com
Baraka Engineers Ltd.
House #25, Road#34,
Gulshan-2, Dhaka-1212.
PWD SoR 2018 for Civil Works
ANNEXURE-D
SL.
11.
12.
NAME OF THE MATERIAL AND
STANDARD**
BRAND NAME
11.1
BISF
11.2
RAK
11.3
STAR
11.4
STELLA
12.1
AKIJ
12.2
ATI
12.3
CBC Tiles
12.4
DBL
12.5
FU-WANG
12.6
GREAT WALL
12.7
MIR CERAMIC
12.8
RAK
SANITARY WARES
BDS 1162:2012
CERAMIC TILES
BDS ISO 13008:2006
304
MANUFACTURER
Bangladesh Insulator & Sanitary Wares Factory
Ltd.
Bux Nagar, Mirpur, Dhaka-1216
Phone: 02-8012 327
RAK Ceramics (Bangladesh) Ltd.
RAK Tower (7th, 8th & 9 Floor), Plot # 1/A,
Jasimuddin Avenue, Sector # 3, Uttara Model
Town, Dhaka-1230 Phone : 8917393, 8922285,
8912303.
Star Ceramics Ltd.
House#44; Road#10; Sector#11; Uttara; Dhaka1230. Phone: 88 02 8950384, 88 02 7913322;
Fax: 88 02 7914830
E-mail:sales@starceramicsbd.com; Web: www.
starceramicsbd.com
Abul Khair Ceramic Industries Limited.
Empori Financial Center; Level-13; Plot-6;Road93,North Avenue, Gulshan-2;
Dhaka-1212.Phone: +88 02 88812-21,23;
Fax: +88 02 88810-57,51,52:Web:
www.stellasanitary.com
Akij Ceramics Ltd.
Mofiz Chamber, 75 Dilkusha, C/A,
Dhaka-1000.
Phone-+880-1755581643
ATI Ceramic Ltd.
khwaja Enayetpure Tower, 17, Bir Uttam K.M.
Shafiullah Road(Green Road), Dhaka-1230
Phone: 02-966 2611-4, 8628423-4
China Bangla Ceramic Industries Ltd.
National Plaza (5th floor)
109, Bir Uttam. C.R Dutta Road
Dhaka-1205
Phone: 8615922, 9668278-9
DBL Ceramics Ltd.
Dhanua, Sreepur, Gazipur
Fu-Wang Ceramic Industry Ltd.
204/B (4th Floor), Bir Uttam Mir Shawkat Road,
Teigaon Gulshan Link Road,
Dhaka-1208
Phone: 9883274-5, 8825573, 8823985
Great Wall Ceramic Industries Ltd.
13/1, Paribagh, Bir Uttom C.R.Dutte Road,
Dhaka-1209
Phone : 966308, 9664607
Mir Ceramic Ltd.
House No.13, Road No.12, Dhanmondi R/A
Dhaka-1209.
Phone : 8110131, 8110997, 9134572-3
RAK Ceramics (Bangladesh) Ltd.
RAK Tower (7th, 8th & 9 Floor), Plot # 1/A,
Jasimuddin Avenue, Sector # 3, Uttara Model
Town, Dhaka-1230 Phone : 8917393, 8922285,
8912303.
PWD SoR 2018 for Civil Works
ANNEXURE-D
SL.
13.
NAME OF THE MATERIAL AND
STANDARD**
PARTICLE BOARD
BRAND NAME
12.9
STAR
12.10
SUN POWER
12.11
X-CERAMICS
13.1
PARTEX
13.2
SUPER BOARD
14.1
ALCO
14.2
BTA(THAI
ALUMINIUM)
14.3
NIKKI
BDS 799:2006
BDS 1159:1986
ALUMINUM SECTIONS
14.
BS EN 755-1:2008
BS EN 755-2:2008
BS EN 755-9:2008
BDS EN 2013
AAMA Standard
305
MANUFACTURER
Star Ceramics Ltd.
House#44; Road#10; Sector#11; Uttara; Dhaka1230.
Phone:88 02 8950384, 88 02 7913322; Fax: 88
02 7914830
E-mail: sales@starceramicsbd.com;
Web: www. starceramicsbd.com
Sun Power Ceramics Co. Ltd.
House-9, Shayesta Khan Avenue, Sector # 4,
Uttara , Dhaka-1230, Phone : 88-02-58957030,
01713060791-3
X Ceramics Ltd. Building
34, Road-12, Block-K, Baridhara Diplomatic Zone
Dhaka-1212 Phone : 02-9882852, 8827141,
8826853
Star Particle Board Mills Ltd.
Shanta Westem Tower, Level-13, Bir Uttam Mir
Shawkat Road 186, Tejgaon Industrial Area,
Dhaka-1208
Phone: 02-8878800
Super Board Mills Ltd.
TK Bhaban. 2nd Floor,
13 Kawran Bazar, Dhaka.
Phone-+8802-9144136
Dhaka Thai Ltd.
House # 4 (2nd floor), Road 14,
Baridhara Dhaka
Phone : 02-9882666, 8818745,
Mobile:01819221163
Bangladesh Thai Aluminium
BTA Tower (12-14 floor),
29 Kamal Ataturk Avenue,
Road No-17, Banani C/A, Dhaka
Phone: 02-9882111, 9883337
Nikki Thai Aluminium Ind. Ltd.
House #7B Levle #5, Road # 13,
Gulshan-1, Dhaka
Phone: 02-9884125, 9863283, 9863319.