SECTION 3
FINANCIAL BID
Construction of PCF Trade Centre at
Kankar Kheda on Sardhana Road,
Meerut City
Page | 1
FORM OF BID
Description of the Works :- CONSTRUCTION OF TRADE CENTRE BUILDING AT KANKAR
KHEDA, MEERUT CITY.
BID To
To
Address
:
:
:
Managing Director
Uttar Pradesh Co-operation Federation Ltd.
32, Station Road, Lucknow, Uttar Pradesh
1
We offer to execute the Works described above and remedy any defects therein in conformity
with the conditions of Contract, specification, drawings, Bill of Quantities and Addenda for the sum(s)
rate quoted as below:(a) UP PCF Office Complex Meerut……………………….% above / below the rates of BOQ in Words
………………………………………………………………. Total to Sum of Rs. .....................................
……………………………………………………………………………………………………………..
(b) For ‘H’ schedule items as per rate quoted total amounting to Rs. ……………………………………
in words Rs……………………………………………………………………………………………….
2
We undertake, if our Bid is accepted, to commence the Works as soon as is reasonably possible
after the receipt of the Engineer's notice to commence, and to complete the whole of the Works
comprised in the Contract within the time stated in the document.
3
We agree to abide by this Bid for the period of 180 days from the date fixed for receiving the
same, and it shall remain binding upon us and may by accepted at any time before the expiration of that
period.
4
Unless and until a formal Agreement is prepared and executed this Bid, together with your
written acceptance thereof, shall constitute a binding contract between us.
5
We understand that you are not bound to accept the lowest or any tender you may receive.
Dated this
day of_
20......
Signature
in the capacity of
duly authorized to sign bids for and on behalf of
(in
block capitals or typed)
Address:
Witness
Address:
Occupation
Page | 2
Form of Bid
Notes on Form of Bid
The Bidder shall fill in and submit this form with the Bid.
………………………..Date
To Managing Director, U.P. PCF, 32 Station Road, Lucknow represented by
Description of Works: PCF Trade Centre, KankarKheda, Sardhana Road, Meerut.
1. I/We offer to execute the work described above and remedy any defects therein
conformity with the condition of contract, specifications, drawings, Bill of Quantity
and Addenda for
a) For percentage rate……………………………percentage below/percentage above/at par
with the rate entered in the schedules of rate, as referred to in Bid Prices of ITB.
2. We undertake to commence the work on receiving the notice to proceed with
work in accordance with the contracts documents.
3. This Bid and your written acceptance of itself constitute a bidding contract
between us. We understand that you are not bound to accept the lowest or any
bid you receive.
We hereby confirm that this bid complies with the bid ability and earnest money
required by the bidding documents and specified in the appendix to ITB.
Authorized
Signature:………………………………………………………………………………………………………………….
Name
of
Title
of
Signatory………………………………………………………………………………………………………….
Name
of
Bidder………………………………………………………………………………………………………………………….
Authorized
Address
of
Communication:……………………………………………………………………………………..
………………………………………………………………………………………………………………………………………
………….
Telephone
No.
(s):(office):………………………………………………………………………………………………………….
Mobile
No
:…………………………………………………………………………………………………………………………………
Facsimile
(FAX)
No.:…………………………………………………………………………………………………………………….
Electronic
Mail
Identification
(EMail
ID)…………………………………………………………………………………...
Page | 3
BILL OF QUANTITIES
Preamble
1
The Bill of Quantities shall be read in conjunction with the instruction to bidders,
conditions of contract specifications & drawings.
2
For the construction of works, the quantities given in the bill of quantities are estimated,
and are given to provide a common basis for bidding. The basis of payment will be the
actual quantities of work ordered and carried out as measured by the contractor and
verified by the Engineer and valued.
a. All the rates and prices tendered in the bill of quantities are in Indian Rupees Per Unit.
b. All percentage rate above and below are to be quoted on total amount of schedule ‘G’
and that for individual item in schedule ‘H’ as Rupees Per Unit is to be quoted.
c. For evaluation of tender total amount of Schedule ‘G’ & ‘H’ shall be considered to
determine the lowest bidder.
d.
In the bill of quantities the rate used for different items are as per Delhi DSR 2014. In case
of typographical error in the rate given, the rate for the item of concern Delhi DSR
&specified in schedule G, as amended till the date of bidding, will prevail.
3
The items, rates and prices tendered in the priced bill of quantities as well as for which
price to be quoted shall except in so far as it is otherwise provided under the contract
include all constructional plant, Labour, Supervision, materials, erections, maintenance,
insurance, profit, taxes and duties together with all general risks, liabilities and obligations
set out in the contract.
4
Arithmetic errors will be corrected by the employers of the instructions of bidders
5
The rated taken in BOQ are from CPWD Delhi Schedule of rates.
6
Schedule ‘H’ items rates are as per prevailing market rates in the construction industry.
Contractor is to quote his rates for execution of these items in blank column.
7All variation / additional items executed shall be paid as per the rates of Delhi DSR after
approval by M.D. UP PCF.
1.
Any item executed not covered under Delhi DSR or UP PWD SOR Meerut Circle
shall be paid as per market rate analysis recommended by consultant and approved by
Managing Director, UP PCF.
2.
No conditional tenders shall be accepted.
Page | 4
(Schedule ‘G’ and ‘H’ of the work)
(Based on SOR of UP PWD Meerut Circle UP& Delhi DSR CPWD)
BOQ FOR PCF TRADE CENTRE AT KANKAR KHEDA, MEERUT
PART A - Dismentling Work of Existing Structure
BASED ON PWD MEERUT CIRCLE SOR
S.
No.
Item no.
1
12.10
2
12.09
3
12.04
4
12.02
5
12.11
6
12.07
Item
Dismantling of girders, trusses and other steel work
including stacking of materials as directed by the
Engineer In Charge within a distance of 60 metre (200
feet).
Dismantling corrugated Iron roofs walls or partitions,
including purlins, battens and vertical supports and
including stacking of materials as directed by the
Engineer-in-charge within a distance of 60 metre (200
feet).
Dismantling reinforced cement concrete or reinforced
brick work including stacking of materials as directed
by the Engineer-in-charge within a distance of 60
metre (200 feet)
Dismantling brick work or stone work in lime or cement
mortar and including stacking of materials as directed
be the Engineer-in-charge within a distance of 60
metre (200 feet)
Dismantling doors or windows including chaukhats with
hold fast and including stacking of materials as
directed by the Engineer-in-charge within a distance of
60 metre (200 feet)
Unit
Rate
Rate (in
words)
Amount
Qtl.
1361.75
600
Six Hundred
Rupees
817050
Sqm
6432
35
Thirty Five
Rupees
225120
Cum
98.02
450
Four Hundred
Fifty Rupees
44109
Cum
2003.47
200
Two Hundred
Rupees
400694
Sqm
222.86
40 Forty Rupees
8914.4
30 Thirty Rupees
178164
Two Hundred
Twenty Five
2101.49 225.5
Rupees and
Fifty Paise
473885.995
Two Rupees
2.7 and Seventy
Paise
5945.265
Dismantling cement concrete or brick or granolithic
floors including base concrete and including stacking
Sqm
of dismantled materials as directed by the Engineer-incharge within a distance of 60 metre (200 feet)
7
Cartage of earth or fly ash when added to schedule no.
4.08/3.01
Cum
253 up to 10km
8
(i) Cleaning jungle including up rooting of rank,
vegetations grass, push, wood trees and amplings of
grith upto 30 cms. Measured at a height of 1 M. above Sqm
ground level and removal of rubbish upto a distance of
50M. Out side the periphery of area cleared.
4.06
Qty.
5938.8
2201.95
Total =
2153882.66
The material obtained from dismentaling shall be handed over to the contractor and cost shall be recovered as per the
schedule "I" attached with this part of schedule "G". The rates are as per market rate and quantities are tentative
which shall be actually assessed and measured before removal from site. No dismentled material shall be used for
construction of main building Part - B.
Executive
Engineer,
UP Cooperative
Federation Ltd.
I / We have visited the work site and have gone through all the details of work. I / We quote our rate as ………………..
% above / below the BOQ rate totalling to Rs.……………………..
Rate in words……………………………………………….
Amount in Words………………………………………………..
Sigature of the Tenderer
Page | 5
PROPOSED DISTRICT BUSINESS CENTRE, KANKAR KHERA, MEERUT
PART - B, G-SCHEDULE "CONSTRUCTION OF MAIN BUILDING"
B - 1 BASEMENT
CPWD
S.
DSR item
No. reference
1
2.1
2
2.8
4
5
6
7
2.26
5523.65
5044.15
Five Thousand Forty Four Rupees
and Fifteen Paise
27862119.15
17951.85
157.50
One Hundred Fifty Seven Rupees
and Fifty Paise
2827416.38
1.5 m to 3 m
8285.46
46.25
3 m to 4.5 m
1380.92
Unit
Earth work in surface excavation not exceeding 30 cm
in depth but exceeding 1.5 m in width as well as 10 sqm
Per100
on plan including disposal of excavated earth up to 50
sqm
m and lift up to 1.5 m, disposed soil to be levelled and
neatly dressed.
Earth work in surface excavation not exceeding 30 cm
in depth but exceeding 1.5 m in width as well as 10 sqm
on plan including disposal of excavated earth up to 50 cum
m and lift up to 1.5 m, disposed soil to be levelled and
neatly dressed.
Carriage of Excavated soil upto 15km lead with loading
1
& unloading
Carriage at Excavated earth with 15km (same as item
1.1.2
no. 2 of this estimate)
Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti-termite treatment (excluding
2.35
the cost of chemical emulsion) :
Treatment of soil under existing floors using chemical
emulsion @ one litre per hole, 300 mm apart including
2.35.3 drilling 12 mm diameter holes and plugging with cement
mortar 1 :2 (1 cement : 2 Coarse sand) to match the
existing floor :
With Chlorpyriphos/Lindane E.C. 20% with 1%
2.35.3.1
concentration
cum
cum
Forty Six Rupees and Twenty Five
Paise
Eighty Two Rupees and Ninety Five
82.95
Paise
383202.525
114547.314
17951.85
268.47
Two Hundred Sixty Eight Rupees
and Forty Seven Paise
4819533.17
6618.87
118.9
One Hundred Eighteen Rupees and
Ninety Paise
786983.643
sqm
1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size).
sqm
1104.73
4834.3
Four Thousand Eight Hundred Thirty
Four Rupees and Thirty Paise
5340596.239
Providing and laying in position machine batched and
machine mixed design mix M-30 grade cement concrete
for reinforced cement concrete work, using cement
content as per approved design mix, including pumping
5.33.1 / of concrete to site of laying but excluding the cost of
5.34.1 centering, shuttering, finishing and reinforcement,
including admixtures in recommended proportions as
per IS: 9103 to accelerate, retard setting of concrete,
improve workability without impairing strength and
durability as per direction of Engineer-in-charge.
cum
7327.17
7091.05
Seven Thousand Ninety One
Rupees and Five Paise
51957328.83
4.1.5
5.9
Centering and shuttering including strutting, propping
etc. and removal of form for Foundations, footings,
bases of columns, etc. forma ss concrete.
5.9.2
Retaining Wall & Vertical Portion
sqm
2496.43
5.9.1
Coloumn
sqm
1404
5.9.5
Beams
sqm
4119.88
5.9.3
Slabs
sqm
5523.65
5.22A
Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and
binding all complete above plinth level.
mt
879.25
kg
1980
8
9
5.22A.6 Thermo-Mechanically Treated bars.
5.43
10
11
Amount (Rs.)
Rate
Extra for every additional lift of 1.5 m or part there of in
excavation / banking excavated or stacked materials.
3
Rate (in words)
Qty.
Item
Three Hundred Sixty Rupees and
Eighty Paise
One Hundred Ninety Six Rupees
196.45
and Forty Five Paise
Three Hundred Thirty Two Rupees
332.15
and Fifteen Paise
Four Hundred One Rupees and
401.65
Sixty Five Paise
360.8
900711.944
275815.8
1368418.142
2218574.023
Sixty Eight Thousand One Hundred
Rupees
59876925
833 Eight Hundred Thirty Three Rupees
1649340
One Thousand Six Hundred Seventy
Five Rupees and Twenty Paise
9253218.48
68100
Providing and fixing in position Stainless steel Grade
304 plate-1.0 mm thick as
5.43.2
300 mm wide.
16.92
Providing and fixing 10x10x7.50 cm Granite stone block
hand cut and chisel dressed on top, for paving in floors,
drains etc. laid over 20mm thick base mortar 1:4
(1cement:4 coarse sand) with joints 10mm wide filled
with same mortar including ruled pointing etc. complete
as per direction of engineer-in charge.
sqm
5523.65
1675.2
Page | 6
6.12
12
13
14
6.12.2
Cement mortar 1:4 (1 cement : 4 coarse sand).
sqm
1101
584.75
Five Hundred Eighty Four Rupees
and Seventy Five Paise
643809.75
13.10
15 mm cement plaster 1:3 (1 cement : 3 coarse sand)
finished with a floating coat of neat cement on the rough
side of single or half brick wall.
sqm
1101
256.6
Two Hundred Fifty Six Rupees and
Sixty Paise
282516.6
5.44
Providing and fixing of expansion joint system related
with floor location as per drawings and direction of
Engineer-In-Charge. The joints system will be of
extruded aluminum base members, self aligning / self
centering arrangement and support plates etc. as per
ASTM B221-02. The system shall be such that it
provides floor to floor /floor to wall expansion control
system for various vertical localtion in load application
areas that accommodates multi directional seismic
movement without stress to it’s components. System
shall consist of metal profiles with a universal aluminum
base member designed to accommodate various
project conditions and finish floor treatments. The cover
plate shall be designed of width and thickness required
to satisfy projects movement and loading requirements
and secured to base members by utilizing
self-centering
pre-engineered
manufacturer’s
arrangement that freely rotates / moves in all directions.
The Self – centering arrangement shall exhibit circular
sphere ends that lock and slide inside the
corresponding aluminum extrusion cavity to allow
freedom of movement and flexure in all directions
including vertical displacement. Provision of Moisture
Barrier Membrane in the Joint System to have
watertight joint is mandatory requirement all as per the
manufactures design and as approved by Engineer -inCharge . (Material shall confirm to ASTM 6063.)
R.M.
6358.55 Six Thousand Three Hundred Fifty
Eight Rupees and Fifty Five Paise
1181927.274
65035.52
5.44.1
5.45
15
5.45.1
16
17
18
Half brick masonry with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in foundations
and plinth in.
185.88
Floor Joint of 100 mm gap
Providing and fixing of expansion joint system related
with wall joint (internal/ external) location as per
drawings and direction of Engineer-In- Charge. The
joints shall be of extruded aluminum base members,
self aligning / centering arrangement and support plates
as per ASTM B221- 02. The material shall be such that
it provides an Expansion Joints System suitable for
vertical wall to wall/ wall to corner application, both new
and existing construction in office Buildings &
complexes with no slipping down tendency amongst the
components of the Joint System. The Joint System shall
utilize light weight aluminum profiles exhibiting minimal
exposed aluminum surfaces mechanically snap locking
the multicellular to facilitate movement. (Material shall
confirm to ASTM 6063.)
R.M.
Wall Joint of 100 mm gap
12.8
5080.9
Five Thousand Eighty Rupees and
Ninety Paise
940.42
910.25
Nine Hundred Ten Rupees and
Twenty Five Paise
Six Hundred Nineteen Rupees and
Forty Paise
2.27
Supplying and filling in plinth with Jamuna sand under
floors, including watering, ramming consolidating and
dressing complete.
cum
10.28
Providing and fixing stainless steel ( Grade 304) railing
made of Hollow tubes, channels, plates etc., including
welding, grinding, buffing, polishing and making
curvature (wherever required) and fitting the same with
necessary stainless steel nuts and bolts complete, i/c
fixing the railing with necessary accessories & stainless
steel dash fasteners , stainless steel bolts etc., of
required size, on the top of the floor or the side of waist
slab with suitable arrangement as per approval of
Engineer-in-charge, ( for payment purpose only weight
of stainless steel members shall be considered
excluding fixing accessories such as nuts, bolts,
fasteners etc.).
kg
300
619.4
16.86
Providing and laying gang saw cut 18 mm thick, mirror
polished pre moulded and pre polished machine cut
granite stone of required size and shape of approved
shade, colour and texture in footpath, flooring in road
side plazas and similar locations, laid over 20mm thick
base of cement mortar 1:4 (1cement : 4 coarse sand)
including grouting the joints with white cement mixed
with matching pigment, epoxy touch ups etc. complete
as per direction of Engineer-in-Charge.
sqm
44.2
3148.55
Three Thousand One Hundred Forty
Eight Rupees and Fifty Five Paise
856017.305
185820
139165.91
Page | 7
19
7654.25
89.65
Eighty Nine Rupees and Sixty Five
Paise
686203.5125
each
1
18309.5
Eighteen Thousand Three Hundred
Nine Rupees and Fifty Paise
18309.5
each
2
3317.3
Three Thousand Three Hundred
Seventeen Rupees and Thirty Paise
6634.6
each
4
10045.4
Ten Thousand Forty Five Rupees
and Forty Paise
40181.6
each
3
1807.1
each
9
29.5
each
3
727.9
Seven Hundred Twenty Seven
Rupees and Ninety Paise
2183.7
each
2
415.9
Four Hundred Fifteen Rupees and
Ninety Paise
831.8
R.M.
20
859
Eight Hundred Fifty Nine Rupees
17180
each
1
228.85
Two Hundred Twenty Eight Rupees
and Eighty Five Paise
228.85
each
4
156.05
One Hundred Fifty Six Rupees and
Five Paise
624.2
each
4
188.2
One Hundred Eighty Eight Rupees
and Twenty Paise
752.8
18.11.1 15 mm dia nominal bore.
R.M.
15
306.05
18.11.2 20 mm dia nominal bore.
R.M.
20
each
4
19.32
20
19.32.1
With common burnt clay F.P.S.(non modular) bricks of
class designation 7.5
17.2
Providing and fixing white vitreous china pedestal type
water closet (European type W.C. pan) with seat and
lid, 10 litre low level white P.V.C. flushing cistern,
including flush pipe, with manually controlled device
(handle lever), conforming to IS : 7231, with all fittings
and fixtures complete, including cutting and making
good the walls and floors wherever required.
17.2.1
W.C. pan with ISI marked white solid plastic seat and
lid.
21
17.4
22
17.4.4
17.7
23
17.7.4
24
Providing and applying white cement based putty of
average thickness 1 mm, of approved brand and
manufacturer, over the plastered wall surface to prepare
the surface even and smooth complete.
Making soak pit 2.5 m diameter 3.0 metre deep with 45
x 45 cm dry brick honey comb shaft with bricks and
S.W. drain pipe 100 mm diameter, 1.8 m long complete
as per standard design.
sqm
13.80
17.29
17.32
25
Providing and fixing white vitreous china flat back or
wall corner type lipped front urinal basin of
430x260x350 mm and 340x410x265 mm sizes
respectively with automatic flushing cistern with
standard flush pipe and C.P. brass spreaders with brass
unions and G.I clamps complete, including painting of
fittings and brackets, cutting and making good the walls
and floors wherever required.
Range of four urinal basins with 10 litre white P.V.C.
automatic flushing cistern.
Providing and fixing wash basin with C.I. brackets, 15
mm C.P. brass pillar taps,32 mm C.P. brass waste of
standard pattern, including painting of fittings and
brackets, cutting and making good the walls wherever
require.
White Vitreous China Flat back wash basin size
550x400 mm with single 15 mm
Providing and fixing 100 mm sand cast Iron grating for
gully trap.
Providing and fixing mirror of superior glass (of
approved quality) and of required shape and size with
plastic moulded frame of approved make and shade
with 6 mm thick hard board backing.
17.32.2 Rectangular shape 453x357 mm.
17.34
26
27
28
17.35 Providing and fixing soil, waste and vent pipes.
17.35.1 100 mm dia.
17.35.1.1 Sand cast iron S&S pipe as per IS: 1729.
Providing and fixing PTMT liquid soap container 109
mm wide, 125 mm high and 112 mm distance fromwall
17.71 of standard shape with bracket of the same materials
with snap fittings of approved quality and colour,
weighing not less than 105 gms.
29
30
31
265.5
Providing and fixing PTMT urinal cock of approved
quality and colour. 15 mm nominal bore, 80 mm long,
42 mm high and 30 mm wide with BSP female
15 mm nominal bore, 80 mm long, 42 mm high and 30
17.76.1 mm wide with BSP female threads weighing not less
than 48 gms.
Providing and fixing PTMT 15 mm Urinal spreader size
17.75 95x69x100 mm with 1/2" BSP thread and shapes,
weighing not less than 60 gms.
Providing & Fixing GI pipes complete with GI fittings
and clamps including making good the walls etc.
18.11 concealed pipe including painting with anti corrosive
bitumastic paint, cutting chases and making good the
wall.
18.15
5421.3
Providing and fixing toilet paper holder.
17.34.1 C.P. brass.
17.76
One Thousand Eight Hundred
Seven Rupees and Ten Paise
Twenty Nine Rupees and Fifty
Paise
Three Hundred Six Rupees and Five
Paise
Three Hundred Thirty Three Rupees
333.85
and Eighty Five Paise
4590.75
6677
Providing and fixing brass bib cock of approved quality.
32
18.15.1 15 mm nominal bore.
260.6
Two Hundred Sixty Rupees and
Sixty Paise
1042.4
Page | 8
18.16
33
Providing and fixing brass stop cock of approved
quality.
18.16.1 15 mm nominal bore.
10.5
34
10.5.1
35
36
7
260.6
Two Hundred Sixty Rupees and
Sixty Paise
1824.2
sqm
2.1
3073.85
Three Thousand Seventy Three
Rupees and Eighty Five Paise
6455.085
kg
18
75.3
Seventy Five Rupees and Thirty
Paise
1355.4
7316.7
80.5
Eighty Rupees and Fifty Paise
588994.35
122.35
Providing and fixing 1 mm thick M.S. sheet door with
frame of 40x40x6 mm angle iron and 3 mm M.S. gusset
plates at the junctions and corners, all necessary fittings
complete, including applying a priming coat of approved
steel primer.
Using M.S. angels 40x40x6 mm for diagonal braces.
Steel work welded in built up sections / framed work,
including cutting, hoisting, fixing in position and applying
10.25
a priming coat of approved steel primer using structural
steel etc. as required.
In stringers, treads, landings etc. of stair cases,
10.25.1 including use of chequered plate wherever required, all
complete.
13.60
each
Wall painting with acrylic emulsion paint of approved
sqm
brand and manufacture to give an even shade.
13.60.1 Two or more coats on new work.
5.42
37
38
Providing and fixing tapered / parallel threaded couplers
conforming to IS code on “Reinforcement Couplers for
Mechanical Splices of Bars for Concrete Reinforcement Specification”, to reinforcement bars including
threading, enlargement at connection by forging,
protecting the prepared reinforcement bars and related each
operations as required to complete the works per
direction of Engineer-in-Charge. (The length of the bars
in which coupler is to be provided should not be less
than 4 metre, no deduction for labour and binding wire
saved for not providing lap length shall be made).
5.42.1
Coupler for 16 mm diameter reinforcement bar
300
5.42.2
Coupler for 20 mm diameter reinforcement bar
500
5.42.3
Coupler for 25 mm diameter reinforcement bar
500
5.42.5
Coupler for 32 mm diameter reinforcement bar
200
16.62
9.6
39
9.6.2
Providing and applying 2.5 mm thick road marking strips
(retroreflective) of specified shade/ colour using hot
thermoplastic material by fully/ semi automatic
thermoplastic paint applicator machine fitted with profile
shoe, glass beads dispenser, propane tank heater and
profile shoe heater, driven by experienced operator on
road surface including cost of material, labour,T&P,
cleaning the road surface of all dirt, seals, oil, grease
and foreign material etc. complete as per direction of
Engineer-in-charge and accordance with applicable
specifications.
One Hundred Twenty Two Rupees
and Thirty Five Paise
One Hundred Sixty Six Rupees and
166.45
Forty Five Paise
Two Hundred Thirty Rupees and
230.2
Twenty Paise
Three Hundred Sixty Seven Rupees
367.65
and Sixty Five Paise
36705
83225
115100
73530
sqm
552.36
486.35
Four Hundred Eighty Six Rupees
and Thirty Five Paise
268640.286
12 mm thick pre-laminated particle board (decorative
lamination on both sides) grade - 1, medium density flat
pressed, three layer particle board FPT - I or graded
wood particle board FPT - I, conforming to IS : 3087, sqm
bonded with BWP type synthetic resin adhesive as per
IS : 848 and prelaminated conforming to IS : 12823,
Grade 1, Type - II marked.
4.2
1649.15
One Thousand Six Hundred Forty
Nine Rupees and Fifteen Paise
6926.43
Providing and fixing 35 mm thick factory made
laminated veneer lumber door shutter conforming to IS :
14616 and TADS 15:2001 (Part B), including ISI
marked M.S.pressed butt hinges bright finished of
required size with necessery screws, all complete as
per directions of Engineer-in-Charge and panelling with
panels of.
174962906.3
Page | 9
PROPOSED DISTRICT BUSINESS CENTRE, KANKAR KHERA, MEERUT
PART - B, G-SCHEDULE "CONSTRUCTION OF MAIN BUILDING"
B - 2 Ground Floor
CPWD
S.
DSR item
No
Item
Unit
Qty.
Rate
Rate (in words)
Amount (Rs.)
reference
Part A - Civil Work
Earth work in surface excavation not exceeding 30 cm in
depth but exceeding 1.5 m in width as well as 10 sqm on
plan including disposal of excavated earth up to 50 m and
lift up to 1.5 m, disposed soil to be levelled and neatly
dressed.
Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means in foundation trenches or
drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift
up to 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a
lead of 50 m.
Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means over areas (exceeding 30 cm
in depth, 1.5 m in width as well as 10 sqm on plan)
including disposal of excavated earth, lead up to 50 m
and lift up to 1.5 m, disposed earth to be levelled and
neatly dressed.
Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc. in layers not
exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift up
to 1.5 m.
Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering - All work up to plinth level.
100/
Sqm
5668.28
5044.45
Five Thousand Forty Four
Rupees and Forty Five
Paise
285933.55
cum
2397.16
157.5
One Hundred Fifty Seven
Rupees and Fifty Paise
377552.7
cum
1189
46.25
Forty Six Rupees and
Twenty Five Paise
54991.25
cum
1500
112.4
One Hundred Twelve
Rupees and Forty Paise
168600
1:3:6 (1 cement : 3 coarse sand : 6 graded stone
cum
aggregate 20 mm nominal size).
160
4834.3
Four Thousand Eight
Hundred Thirty Four
Rupees and Thirty Paise
773488
Providing and laying in position machine batched and
machine mixed design mix M-30 grade cement concrete
for reinforced cement concrete work, using cement
content as per approved design mix, including pumping of
concrete to site of laying but excluding the cost of
5.33.2 /
centering, shuttering, finishing and reinforcement, cum
5.34.1
including admixtures in recommended proportions as per
IS: 9103 to accelerate, retard setting of concrete,
improve workability without impairing strength and
durability as per direction of Engineer-in-charge. Above
plinth level upto V floor
2005.18
7091.05
Seven Thousand Ninety
One Rupees and Five
Paise
14218831.64
Mt
240.62
68100
1
2.1
2
2.8
3
2.6
4
2.25
4.1
5
4.1.5
6
5.22A
7
Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and
binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars.
5.9
8
Sixty Eight Thousand One
Hundred Rupees
16386222
Centering and shuttering including strutting, propping etc.
and removal of form for. Above plinth level
5.9.6
Columns, Pillars, Piers, Abutments, Posts and Struts.
sqm
1586.54
5.9.5
Lintels, beams, plinth beams, girders, bressumers and
sqm
cantilevers.
2616.15
5.9.3
Suspended floors, roofs, landings, balconies and access
sqm
platform.
3374.8
5.9.2
Walls (any thickness) including attached pilasters,
sqm
butteresses, plinth and string courses etc.
447
Four Hundred Fifty Three
453.35 Rupees and Thirty Five
Paise
Three Hundred Thirty
332.15 Two Rupees and Fifteen
Paise
Four Hundred One
401.65 Rupees and Sixty Five
Paise
868954.2225
Three Hundred Sixty
Rupees and Eighty Paise
161277.6
360.8
719257.909
1355488.42
Page | 10
6.2
Brick work with common burnt clay modular bricks of
class designation 7.5 in foundation and plinth in :
9
6.2.1
6.3
10
11
12
With F.P.S. (non modular) bricks.
6.13
Half brick masonry with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in superstructure sqm
above plinth level up to floor V level.
13.8
15 mm cement plaster on rough side of single or halfbrick
wall finished with a floating coat of neat cement of mix.
13.8.2
13.7.2
15
315.09
4753.45
157.52
5483.55
1352
665.45
1:4 (1 cement : 4 fine sand). Inner wall
sqm
4465.92
Outer wall
sqm
522.9
Sqm
2655.65
Five Thousand Four
Hundred Eighty Three
Rupees and Fifty Five
Paise
Six Hundred Sixty Five
Rupees and Forty Five
Paise
Two Hundred Twenty
229.3 Nine Rupees and Thirty
Paise
Two Hundred Twenty
229.3 Nine Rupees and Thirty
Paise
863768.796
899688.4
1024035.456
119900.97
16.86
2406.37
10.6.1
Supplying and fixing rolling shutters of approved make,
made of required size M.S. laths, interlocked together
through their entire length and jointed together at the end
by end locks, mounted on specially designed pipe shaft
with brackets, side guides and arrangements for inside
and outside locking with push and pull operation
sqm
complete, including the cost of providing and fixing
necessary 27.5 cm long wire springs manufactured from
high tensile steel wire of adequate strength conforming to
IS: 4454 - part 1 and M.S. top cover of required thickness
for rolling shutters. 10.6.1 80x1.25 mm M.S. laths with
1.25 mm thick top cover.
Two Hundred Three
203.25 Rupees and Twenty Five
Paise
539760.8625
3148.55
Three Thousand One
Hundred Forty Eight
Rupees and Fifty Five
Paise
7576576.264
870.32
2142.1
Two Thousand One
Hundred Forty Two
Rupees and Ten Paise
1864312.472
870.32
Seven Hundred Twenty
724.85 Four Rupees and Eighty
Five Paise
630851.452
Six Hundred Nineteen
Rupees and Forty Paise
2912728.5
Extra for providing mechanical device chain and crank
operation for operating rolling shutters
16
17
1497764.561
12 mm cement plaster finished with a floating coat of neat
cement of mix.
1:4 (1 cement : 4 fine sand).
Providing and laying gang saw cut 18 mm thick, mirror
polished pre moulded and pre polished machine cut
granite stone of required size and shape of approved
shade, colour and texture in footpath, flooring in road side
plazas and similar locations, laid over 20mm thick base of sqm
cement mortar 1:4 (1cement : 4 coarse sand) including
grouting the joints with white cement mixed with matching
pigment, epoxy touch ups etc. complete as per direction
of Engineer-in-Charge.
10.8
Four Thousand Seven
Hundred Fifty Three
Rupees and Forty Five
Paise
Brick work with common burnt clay machine moulded
perforated bricks of class designation 12.5 conforming to
IS: 2222 in superstructure above plinth level up to floor cum
five level in cement mortar 1:6 (1 cement : 6 coarse
sand).
For ceiling
14
cum
6.3.1
13.7
13
Cement mortar 1:4(1 cement : 4 coarse sand).
10.8.2
Exceeding 16.80 sqm in area.
sqm
10.28
Providing and fixing stainless steel ( Grade 304) railing
made of Hollow tubes, channels, plates etc., including
welding, grinding, buffing, polishing and making curvature
(wherever required) and fitting the same with necessary
stainless steel nuts and bolts complete, i/c fixing the
railing with necessary accessories & stainless steel dash
Kg.
fasteners , stainless steel bolts etc., of required size, on
the top of the floor or the side of waist sla with suitable
arrangement as per approval of Engineer-in-charge, ( for
payment purpose only weight of stainless steel members
shall be considered excluding fixing accessories such as
nuts, bolts, fasteners etc.).
4702.5
619.4
Page | 11
21.1
18
21.1.1
21.1.1.3
21.4
19
22
23
Polyester powder coated aluminium (minimum thickness
of polyester powder coating 50 micron).
19892.18
21.8
Filling the gap in between aluminium frame & adjacent
RCC / Brick / Stone work by providing weather silicon
sealant over backer rod of approved quality as per
architectural drawings and direction of Engineer-inCharge complete.
42
21.8.1
Upto 5 mm depth and 5 mm width.
21.13
Providing and fixing 100 mm brass locks (best make of
approved quality) for aluminium doors including necessary each
cutting and making good etc. complete.
21.18
Providing and fixing 12 mm thick frameless toughened
glass door shutter of approved brand and manufacture,
including providing and fixing top & bottom pivot & spring
type fixing arrangement and making necessary holes etc. Sqm
for fixing required door fittings, all complete as per
direction of Engineer-incharge (Door handle, lock and
stopper etc.to be paid separately).
13.80
385.1
Three Hundred Eighty
Five Rupees and Ten
Paise
7660478.518
Providing and fixing double action hydraulic floor spring of
approved brand and manufacture conforming to IS : 6315
, having brand logo embossed on the body/ plate with
double spring mechanism and door weight upto 125 kg,
for doors including cost of cutting floors ,embeding in
each
floors as required and making good the same matching to
the existing floor finishing and cover plates with brass
pivot and single piece M.S. sheet outer box with slide
plate etc. complete as per the direction of Engineer-inCharge.
With stainless steel cover plate minimum 1.25 mm
thickness.
13.60
24
For fixed portion.
21.4.1
20
21
Providing and fixing aluminium work for doors, windows,
ventilators and partitions with extruded built up standard
tubular sections/ appropriate Z sections and other
sections of approved make conforming to IS: 733 and IS:
1285, fixing with dash fasteners of required dia and size,
including necessary filling up the gaps at junctions, i.e. at
top, bottom and sides with required EPDM rubber
neoprene gasket etc. Aluminium sections shall be Kg.
smooth, rust free, straight, mitred and jointed
mechanically wherever required including cleat angle,
Aluminium snap beading for glazing / paneling, C.P. brass
/ stainless steel screws, all complete as per architectural
drawings and the directions of Engineer-in-charge.
(Glazing, paneling and dash fasteners to be paid for
separately).
R.M.
Providing and applying white cement based putty of
average thickness 1 mm, of approved brand and
sqm
manufacturer, over the plastered wall surface to prepare
the surface even and smooth complete.
Wall painting with acrylic emulsion paint of approved
sqm
brand and manufacture to give an even shade.
13.60.1 Two or more coats on new work.
Two Thousand Two
2213.2 Hundred Thirteen Rupees
and Twenty Paise
910.36
88.75
32
418.65
994.6
Eighty Eight Rupees and
Seventy Five Paise
Four Hundred Eighteen
Rupees and Sixty Five
Paise
92954.4
80794.45
13396.8
Four Thousand Seven
Hundred Forty Six
4746.25
Rupees and Twenty Five
Paise
4720620.25
7121.6
89.65
Eighty Nine Rupees and
Sixty Five Paise
638451.44
7644.5
80.5
Eighty Rupees and Fifty
Paise
615382.25
Page | 12
25
Providing and fixing of expansion joint system related with
floor location as per drawings and direction of Engineer-InCharge. The joints system will be of extruded aluminum
base members, self aligning / self centering arrangement
and support plates etc. as per ASTM B221-02. The
system shall be such that it provides floor to floor /floor to
wall expansion control system for various vertical localtion
in load application areas that accommodates multi
directional seismic movement without stress to it’s
components. System shall consist of metal profiles with a
universal aluminum base member designed to
accommodate various project conditions and finish floor
treatments. The cover plate shall be designed of width
R.M.
5.44
and thickness required to satisfy projects movement and
loading requirements and secured to base members by
utilizing manufacturer’s pre-engineered self-centering
arrangement that freely rotates / moves in all directions.
The Self – centering arrangement shall exhibit circular
sphere ends that lock and slide inside the corresponding
aluminum extrusion cavity to allow freedom of movement
and flexure in all directions including vertical
displacement. Provision of Moisture Barrier Membrane in
the Joint System to have watertight joint is mandatory
requirement all as per the manufactures design and as
approved by Engineer -in- Charge . (Material shall confirm
to ASTM 6063.)
5.44.1
26
5.45
5.45.1
27
28
29
Floor Joint of 100 mm gap
6358.55
Six Thousand Three
Hundred Fifty Eight
Rupees and Fifty Five
Paise
16.6
5080.9
Five Thousand Eighty
Rupees and Ninety Paise
84342.94
131753.37
200548.667
Providing and fixing of expansion joint system related with
wall joint (internal/ external) location as per drawings and
direction of Engineer-In- Charge. The joints shall be of
extruded aluminum base members, self aligning /
centering arrangement and support plates as per ASTM
B221- 02. The material shall be such that it provides an
Expansion Joints System suitable for vertical wall to wall/
wall to corner application, both new and existing R.M.
construction in office Buildings & complexes with no
slipping down tendency amongst the components of the
Joint System. The Joint System shall utilize light weight
aluminum profiles exhibiting minimal exposed aluminum
surfaces mechanically snap locking the multicellular to
facilitate movement. (Material shall confirm to ASTM
6063.)
Wall Joint of 100 mm gap
Providing and fixing in position collapsible steel shutters
with vertical channels 20x10x2 mm and braced with flat
iron diagonals 20x5 mm size, with top and bottom rail of Tiron 40x40x6 mm, with 40 mm dia steel pulleys, complete sqm
10.3
with bolts, nuts, locking arrangement, stoppers, handles,
including applying a priming coat of approved steel
primer.
Steel work welded in built up sections / framed work,
including cutting, hoisting, fixing in position and applying a
kg.
10.25
priming coat of approved steel primer using structural
steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets,
10.25.2
gates and similar works.
Providing and fixing ISI marked flush door shutters
conforming to IS : 2202 (Part I) non-decorative type, core
of block board construction with frame of 1st class hard
wood and well matched commercial 3 ply veneering with sqm
9.21
vertical grains or cross bands and face veneers on both
faces of shutters:
9.21.1
31.54
35 mm thick including ISI marked Stainless Steel butt
hinges with necessary screws
24.9
5291.3
Five Thousand Two
Hundred Ninety One
Rupees and Thirty Paise
212
90.1
Ninety Rupees and Ten
Paise
19101.2
25.2
1909.55
One Thousand Nine
Hundred Nine Rupees
and Fifty Five Paise
48120.66
Page | 13
5.42
Providing and fixing tapered / parallel threaded couplers
conforming to IS code on “Reinforcement Couplers for
Mechanical Splices of Bars for Concrete Reinforcement Specification”, to reinforcement bars including threading,
enlargement at connection by forging, protecting the
prepared reinforcement bars and related operations as each
required to complete the works per direction of Engineerin-Charge. (The length of the bars in which coupler is to
be provided should not be less than 4 metre, no deduction
for labour and binding wire saved for not providing lap
length shall be made).
30
31
5.42.1
Coupler for 16 mm diameter reinforcement bar
175
5.42.2
Coupler for 20 mm diameter reinforcement bar
200
5.42.3
Coupler for 25 mm diameter reinforcement bar
200
5.42.5
Coupler for 32 mm diameter reinforcement bar
200
12.53
Providing and Fixing 15 mm thick densified tegular edged
eco friendly light weight calcium silicate false ceiling tiles
of approved texture spintone/cosmos / Hexa or equivalent
of size 595 x 595 mm in true horizontal level, suspended
on inter locking metal grid of hot dipped galvanised steel
sections (galvanising @ 120 grams per sqm including
both side) consisting of main 'T' runner suitably spaced at
joints to get required length and of size 24x38 mm made
from 0.33 mm thick (minimum) sheet, spaced 1200 mm
centre to centre, and cross "T" of size 24x28 mm made
out of 0.33 mm (Minimum) sheet, 1200 mm long spaced
between main'T' at 600 mm centre to centre to form a grid
of 1200x600 mm and secondary cross 'T' of length 600
mm and size 24 x28 mm made of 0.33 mm thick
(Minimum) sheet to be inter locked at middle of the 1200x sqm
600 mm panel to from grid of size 600x600 mm, resting
on periphery walls /partitions on a Perimeter wall angle
pre-coated steel of size(24x24X3000 mm made of 0.40
mm thick (minimum) sheet with the help of rawl plugs at
450 mm centre to centre with 25 mm long dry wall screws
@ 230 mm interval and laying 15 mm thick densified
edges calicum silicate ceiling tiles of approved texture
(Spintone / Cosmos/hexa) in the grid, including, cutting/
making opening for services like diffusers, grills,light
fittings, fixtures, smoke detectors etc., wherever required.
Main 'T' runners to be suspended from ceiling using G.I.
slotted cleats of size 25x35x1.6 mm fixed to ceiling with
12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I.
adjustable rods with galvanised steel level clips of size 85
17.3
Providing and fixing white vitreous china pedestal type
water closet (European type) with seat and lid, 10 litre low
level white vitreous china flushing cistern & C.P. flush
bend with fittings & C.l.brackets, 40 mm flush bend,
overflow arrangement with specials of standard make and
mosquito proof coupling of approved municipal design
complete, including painting of fittings and brackets,
cutting and making good the walls and floors wherever
required.
One Hundred Twenty
122.35 Two Rupees and Thirty
Five Paise
One Hundred Sixty Six
166.45 Rupees and Forty Five
Paise
Two Hundred Thirty
230.2
Rupees and Twenty
Paise
Three Hundred Sixty
367.65 Seven Rupees and Sixty
Five Paise
21411.25
33290
46040
73530
3264.8
1649.15
One Thousand Six
Hundred Forty Nine
Rupees and Fifteen Paise
5384144.92
8
4784.6
Four Thousand Seven
Hundred Eighty Four
Rupees and Sixty Paise
38276.8
Part B - Sanitary Work
32
17.3.1
W.C. pan with ISI marked white solid plastic seat and lid.
each
Page | 14
17.68
33
17.68.1
17.5
34
17.5.4
17.6
35
17.6.4
17.7
36
Six Thousand Five
Hundred Ten Rupees and
Sixty Paise
26042.4
2
16360.25
Sixteen Thousand Three
Hundred Sixty Rupees
and Twenty Five Paise
32720.5
2
12225.05
Twelve Thousand Two
Hundred Twenty Five
Rupees and Five Paise
24450.1
8
3812.5
Three Thousand Eight
Hundred Twelve Rupees
and Fifty Paise
30500
each
4
1332.45
One Thousand Three
Hundred Thirty Two
Rupees and Forty Five
Paise
5329.8
each
16
982.55
Nine Hundred Eighty Two
Rupees and Fifty Five
Paise
15720.8
each
16
415.9
Four Hundred Fifteen
Rupees and Ninety Paise
6654.4
Mtr.
80
859
Eight Hundred Fifty Nine
Rupees
68720
each
26
152.9
One Hundred Fifty Two
Rupees and Ninety Paise
3975.4
each
18
434.5
Four Hundred Thirty Four
Rupees and Fifty Paise
7821
Providing and fixing white vitreous china flat back half stall
urinal of size 580x380x350 mm with white PVC automatic
flushing cistern, with fittings, standard size C.P. brass
flush pipe, spreaders with unions and clamps (all in C.P.
brass) with waste fitting as per IS : 2556, C.I. trap with
outlet grating and other couplings in C.P. brass, including
painting of fittings and cutting and making good the walls
and floors wherever required.
Range of four half stall urinals with 10 litre PVC.
each
automatic flushing cistern.
Providing and fixing one piece construction white vitreous
china squatting plate with an integral longitudinal flushing
pipe, white PVC. automatic flushing cistern, with fittings,
standard size G.I. / PVC flush pipe for back and front
flush with standard spreader pipes with fittings, G.I
clamps and C.P. brass coupling complete, including
painting of fittings and cutting and making good the walls
and floors etc. wherever required.
Range of four squatting plates with 10 litre PVC automatic
each
flushing cistern.
Providing and fixing wash basin with C.I. brackets, 15 mm
C.P. brass pillar taps,32 mm C.P. brass waste of standard
pattern, including painting of fittings and brackets, cutting
and making good the walls wherever require.
17.32
Providing and fixing mirror of superior glass (of approved
quality) and of required shape and size with plastic
moulded frame of approved make and shade with 6 mm
thick hard board backing.
17.60
17.60.1
Rectangular shape 1500x450 mm.
Providing and fixing trap of self cleansing design with
screwed down or hinged grating with or without vent arm
complete, including cost of cutting and making good the
walls and floors.
100 mm inlet and 100 mm outlet.
17.60.1.1 Sand cast iron S&S as per IS: 3989.
17.34
40
6510.6
White Vitreous China Surgeon type wash basin of size
660x460 mm with a pair of 15 mm C.P. brass pillar taps each
with elbow operated levers.
17.32.4
39
4
17.7.8
37
38
Providing and fixing vitreous china dual purpose closet
suitable for use as squatting pan or European type water
closet (Anglo Indian W.C. pan) with seat & lid fixed with
C.P. brass hinges and rubber buffers, 10 litre low level
flushing cistern with fittings and brackets, 40 mm flush
bend, 20 mm over flow pipe, with specials of standard
make and mosquito proof coupling of approved municipal
design complete, including painting of fittings and
brackets, cutting and making good the walls and floors
wherever required.
White vitreous china dual purpose WC pan with white
solid plastic seat and lid with white vitreous china flushing each
cistern and C.P. flush bend.
Providing and fixing toilet paper holder.
17.34.1
C.P. brass.
17.35
17.35.1
Providing and fixing soil, waste and vent pipes.
100 mm dia.
17.35.1.1 Sand cast iron S&S pipe as per IS: 1729.
17.37
41
Sand cast iron S&S pipe as per IS: 1729. Providing and
fixing M.S. holder-bat clamps of approved design to Sand
Cast Iron / Cast Iron (spun) pipe embedded in and
including cement concrete blocks 10x10x10 cm of 1:2:4
mix (1 cement : 2 coarse sand : 4 graded stone aggregate
20 mm nominal size), including cost of cutting holes and
making good the walls etc.
17.37.1
For 100 mm dia pipe.
17.39
17.39.1
Providing and fixing plain bend of required degree.
100 mm dia.
42
17.39.1.1 Sand cast iron S&S as per IS - 1729.
Page | 15
43
Providing and fixing double equal junction of required
17.41 degree with access door, insertion rubber washer 3mm
thick, bolts and nuts complete.
17.41.1 100x100x100x100 mm.
17.41.1.2 Sand cast iron S&S as per IS - 3989.
44
45
each
Providing and fixing PTMT towel rail complete with
brackets fixed to wooden cleats with CP brass screws
17.73
with concealed fitting arrangement of approved quality
and colour.
600 mm long towel rail with total length of 645 mm, width
17.73.2 78 mm and effective height of 88mm, weighing not less each
than 190 gms.
Providing and fixing G.I. pipes complete with G.I. fittings
18.1 and clamps, including cutting and making good the walls
etc. Internal work - Exposed on wall.
10
762.9
Seven Hundred Sixty Two
Rupees and Ninety Paise
7629
4
541.5
Five Hundred Forty One
Rupees and Fifty Paise
2166
18.10.1 15 mm dia nominal bore.
R. M.
160
215.1
Two Hundred Fifteen
Rupees and Ten Paise
34416
18.10.3 25 mm dia nominal bore.
R. M.
80
304.15
Three Hundred Four
Rupees and Fifteen Paise
24332
Total
73493100.34
Page | 16
PROPOSED DISTRICT BUSINESS CENTRE, KANKAR KHERA, MEERUT
PART - B, G-SCHEDULE "CONSTRUCTION OF MAIN BUILDING"
B - 3 Development of External Area
CPWD
DSR
S.
item
No
referenc
e
1
Rate
Rate (in words)
228.60
157.5
One Hundred Fifty Seven
Rupees and Fifty Paise
36004.5
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20
cum
mm nominal size).
932.77
4834.3
Four Thousand Eight
Hundred Thirty Four
Rupees and Thirty Paise
4509290.01
Providing and laying in position machine batched and machine
mixed design mix M-30 grade cement concrete for reinforced
cement concrete work, using cement content as per approved
design mix, including pumping of concrete to site of laying but
5.33.1 /
excluding the cost of centering, shuttering, finishing and cum
5.34.1
reinforcement, including admixtures in recommended
proportions as per IS: 9103 to accelerate, retard setting of
concrete, improve workability without impairing strength and
durability as per direction of Engineer-in-charge.
411.22
Seven Thousand Ninety
One Rupees and Five
Paise
2915981.58
Unit
2.8
Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means in foundation trenches or drains (not
exceeding 1.5 m in width or 10 sqm on plan), including dressing
cum
of sides and ramming of bottoms, lift up to 1.5 m, including
getting out the excavated soil and disposal of surplus excavated
soil as directed, within a lead of 50 m.
4.1
Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering - All work
up to plinth level.
2
4.1.5
3
4
7091.05
Steel reinforcement for R.C.C. work including straightening,
5.22A cutting, bending, placing in position and binding all complete
above plinth level.
5.22A.6 Thermo-Mechanically Treated bars.
5.9
5
Mt
49.35
68100
Sixty Eight Thousand One
Hundred Rupees
3360735.00
Centering and shuttering including strutting, propping etc. and
sqm
removal of form for. Above plinth level
5.9.6
Columns, Pillars, Piers, Abutments, Posts and Struts.
883.2
453.35
Four Hundred Fifty Three
Rupees and Thirty Five
Paise
400398.72
5.9.5
Lintels, beams, plinth beams, girders, bressumers and
cantilevers.
1035.6
332.15
Three Hundred Thirty Two
Rupees and Fifteen Paise
343974.54
5.9.3
slab
524.94
401.65
Four Hundred One Rupees
and Sixty Five Paise
210842.151
193.05
4753.45
Four Thousand Seven
Hundred Fifty Three
Rupees and Forty Five
Paise
917653.52
88.39
5483.55
Five Thousand Four
Hundred Eighty Three
Rupees and Fifty Five
Paise
484690.98
sqm
1227.9
229.3
Two Hundred Twenty Nine
Rupees and Thirty Paise
281557.47
Providing and fixing 10x10x7.50 cm Granite stone block hand
cut and chisel dressed on top, for paving in floors, drains etc.
16.92 laid over 20mm thick base mortar 1:4 (1cement:4 coarse sand) sqm
with joints 10mm wide filled with same mortar including ruled
pointing etc. complete as per direction of engineer-in charge.
5668.28
1375.2
One Thousand Three
Hundred Seventy Five
Rupees and Twenty Paise
7795018.66
652
80.5
Eighty Rupees and Fifty
Paise
6.2
Brick work with common burnt clay modular bricks of class
designation 7.5 in foundation and plinth in :
6
6.2.1
6.3
7
Cement mortar 1:4(1 cement : 4 coarse sand).
cum
Brick work with common burnt clay machine moulded perforated
bricks of class designation 12.5 conforming to IS: 2222 in
cum
superstructure above plinth level up to floor five level in cement
mortar 1:6 (1 cement : 6 coarse sand).
6.3.1
With F.P.S. (non modular) bricks.
13.8
15 mm cement plaster on rough side of single or halfbrick wall
finished with a floating coat of neat cement of mix.
8
13.8.2 1:4 (1 cement : 4 fine sand).
9
13.60
10
Amount (Rs.)
Qty.
Item
Wall painting with acrylic emulsion paint of approved brand and
sqm
manufacture to give an even shade.
13.60.1 Two or more coats on new work.
52486
Page | 17
13.48
11
Finishing with Deluxe Multi surface paint system for interiors
sqm
and exteriors using Primer as per manufacturers specifications.
Painting Steel work with Deluxe Multi Surface Paint to give an
even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over
an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved
brand and manufacture.
Carriage of Excavated soil upto 15km lead with loading &
unloading
90
Ninety Rupees
1125.76
268.47
Two Hundred Sixty Eight
Rupees and Forty Seven
Paise
302232.7872
5668.28
81.29
Eighty One Rupees and
Twenty Nine Paise
460774.48
1728.6
10.15
Ten Rupees and Fifteen
Paise
17545.29
12160
90.1
Ninety Rupees and Ten
Paise
1095616
76.2
588.9
Five Hundred Eighty Eight
Rupees and Ninety Paise
44874.18
12
22162
Twenty Two Thousand One
Hundred Sixty Two Rupees
747
494.35
Four Hundred Ninety Four
Rupees and Thirty Five
Paise
369279.45
18.12.8 80 mm dia nominal bore.
520
628.35
Six Hundred Twenty Eight
Rupees and Thirty Five
Paise
326742
18.12.6 50 mm dia nominal bore.
1200
392.5
Three Hundred Ninety Two
Rupees and Fifty Paise
471000
2
198.15
One Hundred Ninety Eight
Rupees and Fifteen Paise
396.3
1
12
1.1.2
13
16.1
14
16.2
Carriage at Excavated earth with 15km
cum
Preparation and consolidation of sub grade with power road
roller of 8 to 12 tonne capacity after excavating earth to an
average of 22.5 cm depth, dressing to camber and
sqm
consolidating with road roller including making good the
undulations etc. and re-rolling the sub grade and disposal of
surplus earth with lead upto 50 metres.
Extra for compaction of earth work in embankment under
optimum moisture conditions to give at least 95% of the sqm
maximum dry density (proctor density).
10.25
Steel work welded in built up sections / framed work, including
cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer using structural steel etc. as required.
10.25.2
In gratings, frames, guard bar, ladder, railings, brackets, gates
and similar works.
15
16
Kg.
11.5
62 mm thick cement concrete flooring with concrete hardener
topping, under layer 40 mm thick cement concrete 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) and top layer 12 mm thick cement hardener
consisting of mix 1:2 (1 cement hardener mix : 2 graded stone sqm
aggregate 6mm nominal size) by volume, hardening compound
mixed @ 2 litre per 50 kg of cement or as per manufacturer's
specifications. This includes cost of cement slurry, but excluding
the cost of nosing of steps etc. complete.
19.7
Constructing brick masonry manhole in cement mortar 1:4 ( 1
cement : 4 coarse sand) with R.C.C. top slab with 1:2:4 mix (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size), foundation concrete 1:4:8 mix (1 cement : 4
coarse sand : 8 graded stone aggregate 40 mm nominal size),
inside plastering 12 mm thick with cement mortar 1:3 (1 cement each
: 3 coarse sand) finished with floating coat of neat cement and
making channels in cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) finished
with a floating coat of neat cement complete as per standard
design.
17
19.7.3
Inside size 120x90 cm and 90 cm deep including C.I. cover with
frame (heavy duty) 560 mm internal diameter, total weight of
cover and frame to be not less than 208 kg (weight of cover 108
kg and weight of frame 100 kg).
19.7.3.2 With Sewer bricks conforming to IS : 4885.
19.6
18
18.12
18.3
20
265944
Providing and laying non-pressure NP2 class (light duty) R.C.C.
pipes with collars jointed with stiff mixture of cement mortar in
R. M.
the proportion of 1:2 (1 cement : 2 fine sand) including testing of
joints etc. complete.
19.6.4 300 mm dia R.C.C. pipe.
19
39690
441
13.48.3
Providing and fixing G.I. pipes complete with G.I. fittings
R. M.
including trenching and refilling etc. External work.
Providing and fixing Polyethelene-Aluminium-Polyethelene (PEAL-PE) Composite Pressure Pipes conforming to IS - 15450,
U.V. stabilized with carbon black having thermal stability for hot
& cold water supply, capable to withstand temperature up to 80
°C including all special fittings of composite material each
(engineering plastic blend and brass inserts wherever required )
e.g. elbows ,tees ,reducers, couplers & connectors etc., with
trenching, refilling and testing of joints complete as per direction
of the engineer in charge. External work.
18.3.1 1216 (16 mm OD) pipe.
Page | 18
18.13
21
Making connection of G.I. distribution branch with G.I. main of
following sizes by providing and fixing tee, including cutting and each
threading the pipe etc. complete.
18.13.2 50 to 80 mm nominal bore.
10.25
Steel work welded in built up sections / framed work, including
cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer using structural steel etc. as required.
10.25.2
In gratings, frames, guard bar, ladder, railings, brackets, gates
and similar works.
22
18.37
23
18.37.1
24
26.7
25
26.2
Kg.
2
243.45
Two Hundred Forty Three
Rupees and Forty Five
Paise
4000
90.1
Ninety Rupees and Ten
Paise
360400
36
5737.4
Five Thousand Seven
Hundred Thirty Seven
Rupees and Forty Paise
206546.4
4001.4
3775.3
Three Thousand Seven
Hundred Seventy Five
Rupees and Thirty Paise
486.9
Constructing masonry chamber 60x45x50 cm inside, in brick
work in cement mortar 1:4 (1 cement : 4 coarse sand) for water
meter complete with C.I. double flap surface box 400x200x200
mm (inside) with locking arrangement and RCC top slab 1:2:4
mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20
mm nominal size), i/c necessary excavation, foundation each
concrete 1:5:10 ( 1 cement : 5 fine sand :10 graded stone
aggregate 40 mm nominal size) and inside plastering with
cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,
finished with a floating coat of neat cement complete as per
standard design.
With common burnt clay F.P.S. (non modular ) bricks of class
designation 7.5.
Designing, fabricating, testing, installing and fixing in position Curtain
Wall with Aluminium Composite Panel Cladding, with open grooves for
linear as well as curvilinear portions of the building, for all heights and
all levels etc. including:
a) Structural analysis & design and preparation of shop drawings for
pressure equalisation or rain screen principle as required, proper
drainage of water to make it watertight including checking of all the
structural and functional design.
b) Providing, fabricating and supplying and fixing panels of aluminium
composite panel cladding in pan shape in metalic colour of approved
shades made out of 4mm thick aluminium composite panel material
consisting of
3mm thick FR grade mineral core sandwiched between two Aluminium
sheets (each 0.5mm thick). The aluminium composite panel cladding
sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon
based fluoropolymer resin coating of approved colour and shade on
Sqm
face # 1 and polymer (Service) coating on face # 2 as specified using
stainless steel screws, nuts, bolts, washers, cleats, weather silicone
sealant, backer rods etc.
c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip
Galvanised with serrations and serrated washers to arrest the wind
load movement, fasteners, SS 316 Pins and anchor bolts of approved
make in SS 316, Nylon separators to prevent bi-metallic contacts all
complete required to perform as per specification and drawing The
item includes cost of all material & labour component, the cost of all
mock ups at site, cost of all samples of the individual components for
testing in an approved laboratory, field tests on the assembled working
curtain wall with aluminium composite panel cladding, cleaning and
protection of the curtain wall with aluminium composite panel cladding
till the handing over of the building for occupation. Base frame work for
ACP cladding is payable under the relevant aluminium item.s The
Contractor shall provide curtain wall with aluminium composite panel
cladding, having
all the performance
characteristics
all complete
, as in
Designing,
fabricating,
testing, protection,
installing
and fixing
position semi (grid) unitized system of structural glazing (with open
sqm
joints) for linear as well as curvilinear portions of the building for all
heights and all levels, including:
a) Structural analysis & design and preparation of shop drawings for
the specified design loads conforming to IS 875 part III (the system
must passed the proof test at 1.5 times design wind pressure without
any failure), including functional design of the aluminum sections for
fixing glazing panels of various thicknesses, aluminium cleats, sleeves
and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc.,
structural and weather silicone sealants, flashings, fire stop (barrier)cum-smoke seals, microwave cured EPDM gaskets for water
tightness, pressure equalisation & drainage and protection against fire
hazard including:
15106485.42
b) Fabricating and supplying serrated M.S. hot dip galvanised /
Aluminium alloy of 6005 T5 brackets of required sizes, sections and
profiles etc. to accommodate 3 Dimentional movement for achieving
perfect verticality and fixing structural glazing system rigidly to the
RCC/ masonry/structural steel framework of building structure using
stainless steel anchor fasteners/ bolts, nylon seperator to prevent
bimetallic contacts with nuts and washers etc. of stainless steel grade
316, of the required capacity and in required numbers.
c) Providing and filling, two part pump filled, structural silicone sealant
and one part weather silicone sealant compatible with the structural
silicone sealant of required bite size in a clean and controlled factory /
work shop environment , including double sided spacer tape, setting
blocks and backer rod, all of approved grade, brand and manufacture,
as per the approved sealant design, within and all around the perimeter
for holding glass.
Page | 19
d) Providing and fixing in position flashings of solid aluminium sheet 1
mm thick and of sizes, shapes and profiles, as required as per the site
conditions, to seal the gap between the building structure and all its
interfaces with curtain glazing to make it watertight.
e) Making provision for drainage of moisture/ water that enters the
curtain glazing system to make it watertight, by incorporating principles
of pressure equalization, providing suitable gutter profiles at bottom (if
required), making necessary holes of required sizes and of required
numbers etc. complete. This item includes cost of all inputs of
designing, labour for fabricating and installation of aluminium grid,
installation of glazed units, T&P, scaffolding and other incidental
charges including wastages etc., enabling temporary structures and
services, cranes or cradles etc. as described above and as specified.
The item includes the cost of getting all the structural and functional
design including shop drawings checked by a structural designer, dully
approved by Engineer-in-charge. The item also includes the cost of all
mock ups at site, cost of all samples of the individual components for
testing in an approved laboratory, field tests on the assembled working
structural glazing as specified, cleaning and protection till the handing
over of the building for occupation. In the end, the Contractor shall
provide a water tight structural glazing having all the performance
characteristics etc. all complete as required, as per the Architectural
drawings, as per item description, as specified, as per the approved
shop drawings and as directed by the Engineerin-Charge.
Note:- 1. The cost of providing extruded aluminium frames, shadow
boxes, extruded aluminium section capping for fixing in the grooves of
the curtain glazing and vermin proof stainless steel wire mesh shall be
paid for separately under relevant items under this subhead. However,
for the purpose of payment, only the actual area of structural glazing
(including width of grooves ) on the external face shall be measured in
sqm. up to two decimal places.
Note:-2. The following performance test are to be conducted on
structural glazing system if area of structural glazing exceeds 2500
Sqm from the certified laboratories accreditated by NABL(National
Accreditation Board for Testing and Calibration Laboratories),
Department of Science & Technologies, India. Cost of testing is
payable separately. The NIT approving authority will decide the
necessity of testing on the basis of cost of the work, cost of the test and
importance of the work. Performance Testing of Structural glazing
system Tests to be conducted in the NBL Certified laboratories
1
Performance Laboratory Test for Air Leakage Test (-50pa to – 300pa)
& (+50pa to +300pa) as per ASTM E-283-04 testing method for a
range of testing limit 1 to 200 mVhr”
2
Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 33109 testing method for a range up to 2000 ml.”
3
4
5
6
Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05
testing method for a range upto 2000 ml”
Structural Performance Deflection and deformation by static air
pressure test (1.5 times desing wind pressure without any failure) as
per ASTME- 330-10 testing method for a range upto 50 mm”
Two Thousand Five
Hundred Fifty Six Rupees
and Fifteen Paise
4123
2556.15
10539006.45
35
445.25
Four Hundred Forty Five
Rupees and Twenty Five
Paise
15583.75
32
820.8
Eight Hundred Twenty
Rupees and Eighty Paise
26265.6
7.06
504.15
Five Hundred Four Rupees
and Fifteen Paise
3559.299
Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing
method for Qualitative test” Tests to be conducted on site
6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240
kpa (35psi)
upto 2000ml”
Rain Water Harvesting
26
24.1
Boring/drilling bore well of required dia for casing/ strainer pipe,
by suitable method prescribed in IS: 2800 (part I), including
collecting samples from different strata, preparing and
submitting strata chart/ bore log, including hire & running Mtr.
charges of all equipments, tools, plants & machineries required
for the job, all complete as per direction of Engineer -in-charge,
upto 90 metre depth below ground level.
24.1.1 All types of soil
24.1.1.1 300 mm dia
27
24.4
Supplying, assembling, lowering and fixing in vertical position in
bore well unplasticized PVC medium well screen (RMS) pipes
with ribs, conforming to IS: 12818, including hire & labour Mtr.
charges, fittings & accessories etc. all complete, for all depths,
as per direction of Engineer-in-charge.
24.4.3 200 mm nominal size dia
28
24.5
Supplying, filling, spreading & leveling stone boulders of size
range 5 cm to 20 cm, in recharge pit, in the required thickness,
cum
for all leads & lifts, all complete as per direction of Engineer-incharge.
Page | 20
29
24.6
Supplying, filling, spreading & leveling gravels of size range 5
mm to 10 mm, in the recharge pit, over the existing layer of
cum
boulders, in required thickness, for all leads & lifts, all complete
as per direction of Engineer-in-charge.
7.06
910.65
Nine Hundred Ten Rupees
and Sixty Five Paise
6429.189
7.06
852.6
Eight Hundred Fifty Two
Rupees and Sixty Paise
6019.356
1.25
987.85
Nine Hundred Eighty
Seven Rupees and Eighty
Five Paise
1234.8125
1
243.9
Two Hundred Forty Three
Rupees and Ninety Paise
243.9
1
265.85
Two Hundred Sixty Five
Rupees and Eighty Five
Paise
265.85
28.26
157.5
One Hundred Fifty Seven
Rupees and Fifty Paise
4450.95
1.5 m to 3 m
10.59
46.25
3 m to 4.5 m
7.06
82.95
Supplying, filling, spreading & leveling coarse sand of size
range 1.5 mm to 2 mm in recharge pit, in required thickness
cum
over gravel layer, for all leads
& lifts, all complete as per direction of Engineer -in-charge.
30
24.7
31
24.8
Gravel packing in tubewell construction in accordance with IS:
4097, including providing gravel fine/ medium/ coarse, in
cum
required grading & sizes as per actual requirement, all complete
as per direction of Engineer- in-charge.
32
24.13
Providing and fixing suitable size threaded mild steel cap or spot
welded plate to the top of bore well housing/ casing pipe, each
removable as per requirement, all complete for borewell of:
24.13.3 200 mm dia
33
24.15
Providing and fixing Bail plug/ Bottom plug of required dia to the
bottom of pipe assembly of tubewell as per IS:2800 (part I).
24.15.3 200 mm dia
34
2.8
each
Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means in foundation trenches or drains (not
exceeding 1.5 m in width or 10 sqm on plan), including dressing
cum
of sides and ramming of bottoms, lift up to 1.5 m, including
getting out the excavated soil and disposal of surplus excavated
soil as directed, within a lead of 50 m.
Extra for every additional lift of 1.5 m or part there of in
cum
excavation / banking excavated or stacked materials.
35
2.26
36
37
38
6.4
Forty Six Rupees and
Twenty Five Paise
Eighty Two Rupees and
Ninety Five Paise
489.7875
585.627
Brick work with common burnt clay F.P.S. (non modular) bricks
of class designation 7.5 in superstructure above plinth level up cum
to floor V level in all shapes and sizes in :
6.4.1
Cement mortar 1:4 (1 cement : 4 coarse sand)
4.17
5667.55
Five Thousand Six
Hundred Sixty Seven
Rupees and Fifty Five
Paise
13.8
15 mm cement plaster on rough side of single or half brick wall
sqm
finished with a floating coat of neat cement of mix :
37.68
229.3
Two Hundred Twenty Nine
Rupees and Thirty Paise
8640.024
1.41
13966.75
Thirteen Thousand Nine
Hundred Sixty Six Rupees
and Seventy Five Paise
19693.1175
13.8.2 1:4 (1 cement: 4 fine sand)
Constructing cast-in situ RCC diaphragm wall by providing and
laying machine batched, machine mixed, self compacting, ready
mix reinforced cement concrete, tramie controlled, of M 30
grade using minimum 400 kg. cement per cum of concrete
including providing and mixing required admixtures in
recommended proportions as per IS : 9103, as approved by the
Engineer-in-charge, for achieving 150- 200mm slump, for
diaphragm wall having thickness as per approved structural
design not exceeding 600 mm, in pannels of required depth and
lengths as per approved drawing, including constructing
necessary guide walls as required and as specified including
boring in all kinds of soils and rocks, including working in or
under water and / or liquid mud, in foul conditions and pumping
or bailing out of water and removing slush, including disposal of
5.49 earth/ rock / slush etc. for all leads and all lifts, including cum
preparing, providing and re-circulating bentonite slurry in the
trench as and when required for all depths, including agitating
bentonite slurry during trenching etc., providing and fixing stop
ends or form tubes, upto the required depth of diaphragm wall
including extracting the same after casting, including chipping
off the bentonite adulterated concrete or unsound concrete up
to the cut off level for obtaining the sound concrete, dressing
undulations on the exposed face of diaphragm wall after
excavation by chipping / chiseling etc. including filling the
depression/ cavities with sound concrete etc. complete and as
directed by the Engineer-in-charge, including providing recess
for bearing plates and fixing insert boxes for inclined rock
anchors etc. complete as per the specifications and approved
design and as directed by the Engineer-in- charge, but
23633.6835
Page | 21
Steel reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all complete
above plinth level.
5.22A.6 Thermo-Mechanically Treated bars.
Kg.
39 5.22A
40
5.9
170
68.1
Sixty Eight Rupees and
Ten Paise
11577
7
401.65
Four Hundred One Rupees
and Sixty Five Paise
2811.55
1075.25
One Thousand Seventy
Five Rupees and Twenty
Five Paise
322575
11672.35
Eleven Thousand Six
Hundred Seventy Two
Rupees and Thirty Five
Paise
233447
Centering and shuttering including strutting, propping etc. and
sqm
removal of form for.
5.9.3 slab
41 18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming
R. M. to IS - 1536 :
18.27.1 100 mm diameter pipe
300
Constructing masonry Chamber 90x90x100 cm inside, in brick work in
cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.
surface box 100 mm top diameter, 160 mm bottom diameter and 180
mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
42 18.34
each
size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :
5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and
inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12
mm thick, finished with a floating coat of neat cement complete as per
standard design :
18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
20
Total
51603158.29
Page | 22
PROPOSED DISTRICT BUSINESS CENTRE, KANKAR KHERA, MEERUT
PART - B, G-SCHEDULE "CONSTRUCTION OF MAIN BUILDING"
B - 4 I & II Floor
S.
No.
CPWD
DSR item
reference
Item
Unit
Qty.
Rate
Rate (in words)
Amount (Rs.)
Part A - Civil Work
1
5.33.2 /
5.34.1
Providing and laying in position machine batched and machine
mixed design mix M-30 grade cement concrete for reinforced
cement concrete work, using cement content as per approved
design mix, including pumping of concrete to site of laying but
excluding the cost of centering, shuttering, finishing and
reinforcement, including admixtures in recommended proportions
as per IS: 9103 to accelerate, retard setting of concrete, improve
workability without impairing strength and durability as per direction
of Engineer-in-charge. Above plinth level upto V floor
5.22A
Steel reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all complete above
plinth level.
2
5.22A.6 Thermo-Mechanically Treated bars.
5.9
cum
1434.99
7091.05
Mt
172.19
68100
846
453.35
5.9.6
Coloumn size
5.9.5
Beams
2058.71
332.15
5.9.3
Slab
3186.79
401.65
5.9.2
Vertical wall
356.16
360.8
347.65
5483.55
4
Sixty Eight Thousand
One Hundred Rupees
10175585.84
11726139
Centering and shuttering including strutting, propping etc. and
Sqm
removal of form for.
3
6.3
Seven Thousand Ninety
One Rupees and Five
Paise
Brick work with common burnt clay machine moulded perforated
bricks of class designation 12.5 conforming to IS: 2222 in
superstructure above plinth level up to floor five level in cement
mortar 1:6 (1 cement : 6 coarse sand).
Four Hundred Fifty
Three Rupees and Thirty
Five Paise
Three Hundred Thirty
Two Rupees and Fifteen
Paise
Four Hundred One
Rupees and Sixty Five
Paise
Three Hundred Sixty
Rupees and Eighty
Paise
383534.1
683800.5265
1279974.204
128502.528
cum
Five Thousand Four
Hundred Eighty Three
Rupees and Fifty Five
Paise
Six Hundred Sixty Five
Rupees and Forty Five
Paise
Two Hundred Twenty
Nine Rupees and Thirty
Paise
6.3.1
With F.P.S. (non modular) bricks.
5
6.13
Half brick masonry with common burnt clay F.P.S. (non modular)
bricks of class designation 7.5 in superstructure above plinth level
up to floor V level.
sqm
728.88
665.45
6
13.8
15 mm cement plaster on rough side of single or halfbrick wall
finished with a floating coat of neat cement of mix.
sqm
2640.64
229.3
13.7
12 mm cement plaster finished with a floating coat of neat cement
of mix.
2148.71
203.25
Two Hundred Three
Rupees and Twenty Five
Paise
436725.3075
826.94
3148.55
Three Thousand One
Hundred Forty Eight
Rupees and Fifty Five
Paise
2603661.937
775.2
2142.1
Two Thousand One
Hundred Forty Two
Rupees and Ten Paise
1660555.92
775.2
724.85
Seven Hundred Twenty
Four Rupees and Eighty
Five Paise
561903.72
7
8
9
13.7.2
1:4 (1 cement : 4 fine sand).
16.86
Providing and laying gang saw cut 18 mm thick, mirror polished pre
moulded and pre polished machine cut granite stone of required
size and shape of approved shade, colour and texture in footpath,
flooring in road side plazas and similar locations, laid over 20mm
thick base of cement mortar 1:4 (1cement : 4 coarse sand)
including grouting the joints with white cement mixed with matching
pigment, epoxy touch ups etc. complete as per direction of
Engineer-in-Charge.
10.6
Supplying and fixing rolling shutters of approved make, made of
required size M.S. laths, interlocked together through their entire
length and jointed together at the end by end locks, mounted on
specially designed pipe shaft with brackets, side guides and
arrangements for inside and outside locking with push and pull
operation complete, including the cost of providing and fixing
necessary 27.5 cm long wire springs manufactured from high
tensile steel wire of adequate strength conforming to IS: 4454 part 1 and M.S. top cover of required thickness for rolling shutters.
10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover.
10.8
Extra for providing mechanical device chain and crank operation
for operating rolling shutters
sqm
10
10.8.2
Exceeding 16.80 sqm in area.
1906356.158
485033.196
605498.752
Page | 23
11
10.28
Providing and fixing stainless steel ( Grade 304) railing made of
Hollow tubes, channels, plates etc., including welding, grinding,
buffing, polishing and making curvature (wherever required) and
fitting the same with necessary stainless steel nuts and bolts
complete, i/c fixing the railing with necessary accessories &
stainless steel dash fasteners , stainless steel bolts etc., of
required size, on the top of the floor or the side of waist slab with
suitable arrangement as per approval of Engineer-in-charge, ( for
payment purpose only weight of stainless steel
21.1
Providing and fixing aluminium work for doors, windows, ventilators
and partitions with extruded built up standard tubular sections/
appropriate Z sections and other sections of approved make
conforming to IS: 733 and IS: 1285, fixing with dash fasteners of
required dia and size, including necessary filling up the gaps at
junctions, i.e. at top, bottom and sides with required EPDM
rubber/neoprene gasket etc. Aluminium sections shall be smooth,
rust free, straight, mitred and jointed mechanically wherever
required including cleat angle, Aluminium snap beading for glazing
/ paneling, C.P. brass / stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-charge.
(Glazing, paneling and dash fasteners to be paid for separately).
21.1.1.3
Polyester powder coated aluminium (minimum thickness of
polyester powder coating 50 micron).
kg
4201
619.4
Six Hundred Nineteen
Rupees and Forty Paise
2602099.4
kg
22313.4
385.1
Three Hundred Eighty
Five Rupees and Ten
Paise
8592890.34
21.17
Providing and fixing anodised aluminium grill (anodised transparent
or dyed to required shade according to IS: 1868 with minimum
anodic coating of grade AC 15) of approved design/pattern, with
approved standard section and fixed to the existing window frame
with C.P. brass/ stainless steel screws @ 200 mm centre to
Kg.
centre, including cutting the grill to proper opening size for fixing
and operation of handles and fixing approved anodised aluminium
standard section around the opening, all complete as per
requirement and direction of Engineer-in-charge. (Only weight of
grill to be measured for payment).
99
403.35
Four Hundred Three
Rupees and Thirty Five
Paise
39931.65
21.18
Providing and fixing 12 mm thick frameless toughened glass door
shutter of approved brand and manufacture, including providing
and fixing top & bottom pivot & spring type fixing arrangement and
Sqm
making necessary holes etc. for fixing required door fittings, all
complete as per direction of Engineer-incharge (Door handle, lock
and stopper etc.to be paid separately).
128.1
4746.25
Four Thousand Seven
Hundred Forty Six
Rupees and Twenty Five
Paise
607994.625
12
13
14
9.21
15
16
Providing and fixing ISI marked flush door shutters conforming to
IS : 2202 (Part I) non-decorative type, core of block board
construction with frame of 1st class hard wood and well matched
commercial 3 ply veneering with vertical grains or cross bands and
face veneers on both faces of shutters:
9.21.1
35 mm thick including ISI marked Stainless Steel butt hinges with
Sqm
necessary screws
25.73
1909.55
One Thousand Nine
Hundred Nine Rupees
and Fifty Five Paise
49132.7215
9.43
Providing and fixing 18 mm thick, 150 mm wide pelmet of coir
veneer board ISI marked IS : 14842, including top cover of 6 mm
coir veneer board, nickle plated M.S. Pipe 20 mm dia. (heavy type)
curtain rod with nickel plated brackets, including fixing with 25x3 Mtr.
mm M.S. Flat 10 cm long fixed to pelmet with hollock wood cleats
of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and
rawl plugs 75 mm long etc. all complete.
15
478.25
Four Hundred Seventy
Eight Rupees and
Twenty Five Paise
7173.75
10.25
Steel work welded in built up sections / framed work, including
cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer using structural steel etc. as required.
10.25.2
In gratings, frames, guard bar, ladder, railings, brackets, gates and
similar works.
212
90.1
Ninety Rupees and Ten
Paise
19101.2
17
Kg.
Page | 24
21.4
18
21.4.1
21.8
19
20
21
Providing and fixing double action hydraulic floor spring of
approved brand and manufacture conforming to IS : 6315 , having
brand logo embossed on the body/ plate with double spring
mechanism and door weight upto 125 kg, for doors including cost
each
of cutting floors ,embeding in floors as required and making good
the same matching to the existing floor finishing and cover plates
with brass pivot and single piece M.S. sheet outer box with slide
plate etc. complete as per the direction of Engineer-in-Charge.
With stainless steel cover plate minimum 1.25 mm thickness.
56
2213.2
Two Thousand Two
Hundred Thirteen
Rupees and Twenty
Paise
123939.2
89431.6
Filling the gap in between aluminium frame & adjacent RCC / Brick
/ Stone work by providing weather silicon sealant over backer rod
of approved quality as per architectural drawings and direction of
Engineer-in-Charge complete.
21.8.1
Upto 5 mm depth and 5 mm width.
1007.68
88.75
Eighty Eight Rupees and
Seventy Five Paise
12.53
Providing and Fixing 15 mm thick densified tegular edged eco
friendly light weight calcium silicate false ceiling tiles of approved
texture spintone/cosmos / Hexa or equivalent of size 595 x 595 mm
in true horizontal level, suspended on inter locking metal grid of hot
dipped galvanised steel sections (galvanising @ 120 grams per
sqm including both side) consisting of main 'T' runner suitably
spaced at joints to get required length and of size 24x38 mm made
from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to
centre, and cross "T" of size 24x28 mm made out of 0.33 mm
(Minimum) sheet, 1200 mm long spaced between main'T' at 600
mm centre to centre to form a grid of 1200x600 mm and secondary
cross 'T' of length 600 mm and size 24 x28 mm made of 0.33 mm
thick (Minimum) sheet to be inter locked at middle of the 1200x 600
mm panel to from grid of size 600x600 mm, resting on periphery
walls /partitions on a Perimeter wall angle pre-coated steel of Sqm
size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet
with the help of rawl plugs at 450 mm centre to centre with 25 mm
long dry wall screws @ 230 mm interval and laying 15 mm thick
densified edges calicum silicate ceiling tiles of approved texture
(Spintone / Cosmos/hexa) in the grid, including, cutting/ making
opening for services like diffusers, grills,light fittings, fixtures,
smoke detectors etc., wherever required. Main 'T' runners to be
suspended from ceiling using G.I. slotted cleats of size 25x35x1.6
mm fixed to ceiling with 12.5 mm dia and 50 mm long dash
fasteners, 4 mm G.I. adjustable rods with galvanised steel level
clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre
along main 'T' , bottom exposed with 24 mm of all T-sections shall
be pre-painted with polyster baked paint, for all heights, as per
specifications, drawings and as directed by engineer-in-charge.
3315.23
1649.15
One Thousand Six
Hundred Forty Nine
Rupees and Fifteen
Paise
5467311.555
Providing and fixing of expansion joint system related with floor
location as per drawings and direction of Engineer-In-Charge. The
joints system will be of extruded aluminum base members, self
aligning / self centering arrangement and support plates etc. as per
ASTM B221-02. The system shall be such that it provides floor to
floor /floor to wall expansion control system for various vertical
localtion in load application areas that accommodates multi
directional seismic movement without stress to it’s components.
System shall consist of metal profiles with a universal aluminum
base member designed to accommodate various project conditions
and finish floor treatments. The cover plate shall be designed of
R.M.
5.44
width and thickness required to satisfy projects movement and
loading requirements and secured to base members by utilizing
manufacturer’s pre-engineered self-centering arrangement that
freely rotates / moves in all directions. The Self – centering
arrangement shall exhibit circular sphere ends that lock and slide
inside the corresponding aluminum extrusion cavity to allow
freedom of movement and flexure in all directions including vertical
displacement. Provision of Moisture Barrier Membrane in the Joint
System to have watertight joint is mandatory requirement all as per
the manufactures design and as approved by Engineer -in- Charge
. (Material shall confirm to ASTM 6063.)
5.44.1
Floor Joint of 100 mm gap
31.54
6358.55
Six Thousand Three
Hundred Fifty Eight
Rupees and Fifty Five
Paise
200548.667
Page | 25
22
5.45
Providing and fixing of expansion joint system related with wall joint
(internal/ external) location as per drawings and direction of
Engineer-In- Charge. The joints shall be of extruded aluminum
base members, self aligning / centering arrangement and support
plates as per ASTM B221- 02. The material shall be such that it
provides an Expansion Joints System suitable for vertical wall to
wall/ wall to corner application, both new and existing construction R.M.
in office Buildings & complexes with no slipping down tendency
amongst the components of the Joint System. The Joint System
shall utilize light weight aluminum profiles exhibiting minimal
exposed aluminum surfaces mechanically snap locking the
multicellular to facilitate movement. (Material shall confirm to ASTM
6063.)
5.45.1
Wall Joint of 100 mm gap
11.46
Providing and laying Vitrified tiles in different sizes (thickness to be
specified by manufacturer), with water absorption less than 0.08 %
and conforming to I.S. 15622, of approved make, in all colours &
Sqm
shade, in skirting, riser of steps, over 12 mm thick bed of cement
mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint
with white cement & matching pigments etc. complete.
23
16.6
11.46.2 Size of Tile 600 x 600 mm.
24
13.80
13.60
25
Providing and applying white cement based putty of average
thickness 1 mm, of approved brand and manufacturer, over the
sqm
plastered wall surface to prepare the surface even and smooth
complete.
Wall painting with acrylic emulsion paint of approved brand and
sqm
manufacture to give an even shade.
13.60.1 Two or more coats on new work.
26
5.42
5080.9
Five Thousand Eighty
Rupees and Ninety
Paise
84342.94
912994.425
582.75
1566.7
One Thousand Five
Hundred Sixty Six
Rupees and Seventy
Paise
2640.64
89.65
Eighty Nine Rupees and
Sixty Five Paise
236733.376
4789.35
80.5
Eighty Rupees and Fifty
Paise
385542.675
Providing and fixing tapered / parallel threaded couplers
conforming to IS code on “Reinforcement Couplers for Mechanical
Splices of Bars for Concrete Reinforcement - Specification”, to
reinforcement bars including threading, enlargement at connection
by forging, protecting the prepared reinforcement bars and related
each
operations as required to complete the works per direction of
Engineer-in-Charge. (The length of the bars in which coupler is to
be provided should not be less than 4 metre, no deduction for
labour and binding wire saved for not providing lap length shall be
made).
5.42.1
Coupler for 16 mm diameter reinforcement bar
150
5.42.2
Coupler for 20 mm diameter reinforcement bar
200
5.42.3
Coupler for 25 mm diameter reinforcement bar
200
5.42.5
Coupler for 32 mm diameter reinforcement bar
200
One Hundred Twenty
122.35 Two Rupees and Thirty
Five Paise
One Hundred Sixty Six
166.45 Rupees and Forty Five
Paise
Two Hundred Thirty
230.2 Rupees and Twenty
Paise
Three Hundred Sixty
367.65 Seven Rupees and Sixty
Five Paise
18352.5
33290
46040
73530
Part B - Sanitary Work
17.3
27
17.3.1
Providing and fixing white vitreous china pedestal type water closet
(European type) with seat and lid, 10 litre low level white vitreous
china flushing cistern & C.P. flush bend with fittings & C.l.brackets,
40 mm flush bend, overflow arrangement with specials of standard
make and mosquito proof coupling of approved municipal design
complete, including painting of fittings and brackets, cutting and
making good the walls and floors wherever required.
W.C. pan with ISI marked white solid plastic seat and lid.
each
8
4784.6
Four Thousand Seven
Hundred Eighty Four
Rupees and Sixty Paise
38276.8
Page | 26
17.68
28
Providing and fixing vitreous china dual purpose closet suitable for
use as squatting pan or European type water closet (Anglo Indian
W.C. pan) with seat & lid fixed with C.P. brass hinges and rubber
buffers, 10 litre low level flushing cistern with fittings and brackets,
40 mm flush bend, 20 mm over flow pipe, with specials of
standard make and mosquito proof coupling of approved municipal
design complete, including painting of fittings and brackets, cutting
and making good the walls and floors wherever required.
White vitreous china dual purpose WC pan with white solid plastic
17.68.1 seat and lid with white vitreous china flushing cistern and C.P. flush each
bend.
17.5
29
17.5.4
17.6
30
17.6.4
17.7
31
8
6510.6
2
Sixteen Thousand Three
16360.25 Hundred Sixty Rupees
and Twenty Five Paise
32720.5
2
12225.05
Twelve Thousand Two
Hundred Twenty Five
Rupees and Five Paise
24450.1
16
Three Thousand Eight
3812.05 Hundred Twelve Rupees
and Five Paise
60992.8
each
4
1332.45
One Thousand Three
Hundred Thirty Two
Rupees and Forty Five
Paise
5329.8
each
16
982.55
Nine Hundred Eighty
Two Rupees and Fifty
Five Paise
15720.8
each
16
415.9
Four Hundred Fifteen
Rupees and Ninety
Paise
6654.4
Range of four half stall urinals with 10 litre PVC. automatic flushing
each
cistern.
Providing and fixing one piece construction white vitreous china
squatting plate with an integral longitudinal flushing pipe, white
PVC. automatic flushing cistern, with fittings, standard size G.I. /
PVC flush pipe for back and front flush with standard spreader
pipes with fittings, G.I clamps and C.P. brass coupling complete,
including painting of fittings and cutting and making good the walls
and floors etc. wherever required.
Range of four squatting plates with 10 litre PVC automatic flushing
each
cistern.
Providing and fixing wash basin with C.I. brackets, 15 mm C.P.
brass pillar taps,32 mm C.P. brass waste of standard pattern,
including painting of fittings and brackets, cutting and making good
the walls wherever require.
White Vitreous China Surgeon type wash basin of size 660x460
mm with a pair of 15 mm C.P. brass pillar taps with elbow operated each
levers.
17.32
Providing and fixing mirror of superior glass (of approved quality)
and of required shape and size with plastic moulded frame of
approved make and shade with 6 mm thick hard board backing.
32
17.32.4 Rectangular shape 1500x450 mm.
33
Providing and fixing trap of self cleansing design with screwed
down or hinged grating with or without vent arm complete,
including cost of cutting and making good the walls and floors.
17.60.1 100 mm inlet and 100 mm outlet.
17.60.1.1 Sand cast iron S&S as per IS: 3989.
17.34
34
52084.8
Providing and fixing white vitreous china flat back half stall urinal of
size 580x380x350 mm with white PVC automatic flushing cistern,
with fittings, standard size C.P. brass flush pipe, spreaders with
unions and clamps (all in C.P. brass) with waste fitting as per IS :
2556, C.I. trap with outlet grating and other couplings in C.P. brass,
including painting of fittings and cutting and making good the walls
and floors wherever required.
17.7.8
17.60
Six Thousand Five
Hundred Ten Rupees
and Sixty Paise
Providing and fixing toilet paper holder.
17.34.1 C.P. brass.
Page | 27
35
17.35 Providing and fixing soil, waste and vent pipes.
17.35.1 100 mm dia.
17.35.1.1 Sand cast iron S&S pipe as per IS: 1729.
17.37
36
Mtr.
80
859
Eight Hundred Fifty Nine
Rupees
68720
each
26
152.9
One Hundred Fifty Two
Rupees and Ninety
Paise
3975.4
18
434.5
Four Hundred Thirty
Four Rupees and Fifty
Paise
7821
18
219.75
Two Hundred Nineteen
Rupees and Seventy
Five Paise
3955.5
2
762.9
Seven Hundred Sixty
Two Rupees and Ninety
Paise
1525.8
4
687.7
Six Hundred Eighty
Seven Rupees and
Seventy Paise
2750.8
23230.8
Sand cast iron S&S pipe as per IS: 1729. Providing and fixing M.S.
holder-bat clamps of approved design to Sand Cast Iron / Cast Iron
(spun) pipe embedded in and including cement concrete blocks
10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size), including cost of cutting
holes and making good the walls etc.
17.37.1 For 100 mm dia pipe.
17.39 Providing and fixing plain bend of required degree.
17.39.1 100 mm dia.
37
17.39.1.1 Sand cast iron S&S as per IS - 1729.
17.39.2 75 mm dia.
38
17.39.2.1 Sand cast iron S&S as per IS -1729.
17.42
39
Providing and fixing double equal plain junction of required degree. each
17.42.1 100x100x100x100 mm.
17.42.1.2 Sand cast iron S&S as per IS - 3989.
Providing and fixing double unequal junction of required degree
with access door, insertion rubber washer 3 mm thick, bolts and each
nuts complete.
17.45.1 100x100x75x75 mm.
17.45
40
17.45.1.1 Sand cast iron S&S as per IS - 1729.
18.10
41
18.10.1 15 mm dia nominal bore.
R. M.
108
215.1
Two Hundred Fifteen
Rupees and Ten Paise
18.10.3 25 mm dia nominal bore.
R. M.
82.5
304.15
Three Hundred Four
Rupees and Fifteen
Paise
16
260.6
Two Hundred Sixty
Rupees and Sixty Paise
4169.6
16
260.6
Two Hundred Sixty
Rupees and Sixty Paise
4169.6
4
Four Hundred Twenty
428.85 Eight Rupees and Eighty
Five Paise
1715.4
33
791.3
Seven Hundred Ninety
One Rupees and Thirty
Paise
26112.9
18.15
42
Providing and fixing brass bib cock of approved quality.
Providing and fixing brass stop cock of approved quality.
each
18.16.1 15 mm nominal bore.
18.17
25092.375
each
18.15.1 15 mm nominal bore.
18.16
43
Providing and fixing G.I. pipes complete with G.I. fittings and
clamps, including cutting and making good the walls etc. Internal
work - Exposed on wall.
Providing and fixing gun metal gate valve with C.I. wheel of
each
approved quality (screwed end).
44
18.17.1 25 mm nominal bore.
17.35 Providing and fixing soil, waste and vent pipes.
17.35.2 75 mm diameter.
Mtr.
45
17.35.2.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989.
Total
Amount for Two floor 1st and 2nd floor 52637120.99*2 =
52637120.99
105274242
Page | 28
PROPOSED DISTRICT BUSINESS CENTRE, KANKAR KHERA, MEERUT
PART - B, G-SCHEDULE "CONSTRUCTION OF MAIN BUILDING"
B - 5 III Floor
CPWD
S. No. DSR item
Item
Unit
Qty.
Rate
Rate (in words)
Amount (Rs.)
reference
Part A - Civil Work
1
5.33.2 /
5.34.1
Providing and laying in position machine batched and
machine mixed design mix M-30 grade cement concrete
for reinforced cement concrete work, using cement
content as per approved design mix, including pumping of
concrete to site of laying but excluding the cost of
centering, shuttering, finishing and reinforcement,
including admixtures in recommended proportions as per
IS: 9103 to accelerate, retard setting of concrete, improve
workability without impairing strength and durability as per
direction of Engineer-in-charge. Above plinth level upto V
floor
5.22A
Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and
binding all complete above plinth level.
2
5.22A.6
5.9
3
Thermo-Mechanically Treated bars.
cum
Mt
1848.28
7091.05
221
68100
702
453.25
Seven Thousand Ninety One
Rupees and Five Paise
Sixty Eight Thousand One
Hundred Rupees
13106245.89
15050100
Centering and shuttering including strutting, propping etc.
Sqm
and removal of form for.
Four Hundred Fifty Three
Rupees and Twenty Five
Paise
Three Hundred Thirty Two
Rupees and Fifteen Paise
5.9.6
Coloumn size
5.9.5
Beams
1614.44
332.15
5.9.3
Slab
2823.76
401.65
Four Hundred One Rupees
and Sixty Five Paise
1134163.204
5.9.2
Vertical wall
356.16
360.8
Three Hundred Sixty Rupees
and Eighty Paise
128502.528
209.65
5483.55
Five Thousand Four
Hundred Eighty Three
Rupees and Fifty Five Paise
1149626.258
6.3
4
Brick work with common burnt clay machine moulded
perforated bricks of class designation 12.5 conforming to
IS: 2222 in superstructure above plinth level up to floor
five level in cement mortar 1:6 (1 cement : 6 coarse sand).
318181.5
536236.246
cum
6.3.1
With F.P.S. (non modular) bricks.
5
6.13
Half brick masonry with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in superstructure
above plinth level up to floor V level.
sqm
273.78
665.45
Six Hundred Sixty Five
Rupees and Forty Five Paise
182186.901
6
13.8
15 mm cement plaster on rough side of single or halfbrick
wall finished with a floating coat of neat cement of mix.
sqm
1305.08
229.3
Two Hundred Twenty Nine
Rupees and Thirty Paise
299254.844
13.7
12 mm cement plaster finished with a floating coat of neat
cement of mix.
1946.42
203.25
Two Hundred Three Rupees
and Twenty Five Paise
395609.865
Three Thousand One
3148.55 Hundred Forty Eight Rupees
and Fifty Five Paise
2611974.109
7
8
9
13.7.2
1:4 (1 cement : 4 fine sand).
16.86
Providing and laying gang saw cut 18 mm thick, mirror
polished pre moulded and pre polished machine cut
granite stone of required size and shape of approved
shade, colour and texture in footpath, flooring in road side
plazas and similar locations, laid over 20mm thick base of
cement mortar 1:4 (1cement : 4 coarse sand) including
grouting the joints with white cement mixed with matching
pigment, epoxy touch ups etc. complete as per direction of
Engineer-in-Charge.
sqm
10.28
Providing and fixing stainless steel ( Grade 304) railing
made of Hollow tubes, channels, plates etc., including
welding, grinding, buffing, polishing and making curvature
(wherever required) and fitting the same with necessary
stainless steel nuts and bolts complete, i/c fixing the railing
with necessary accessories & stainless steel dash
fasteners , stainless steel bolts etc., of required size, on
the top of the floor or the side of waist slab with suitable
arrangement as per approval of Engineer-in-charge, ( for
payment purpose only weight of stainless steel
kg
829.58
4703
619.4
Six Hundred Nineteen
Rupees and Forty Paise
2913038.2
Page | 29
21.1
10
Providing and fixing aluminium work for doors, windows,
ventilators and partitions with extruded built up standard
tubular sections/ appropriate Z sections and other sections
of approved make conforming to IS: 733 and IS: 1285,
fixing with dash fasteners of required dia and size,
including necessary filling up the gaps at junctions, i.e. at
top, bottom and sides with required EPDM
rubber/neoprene gasket etc. Aluminium sections shall be
smooth, rust free, straight, mitred and jointed
mechanically wherever required including cleat angle,
Aluminium snap beading for glazing / paneling, C.P. brass
/ stainless steel screws, all complete as per architectural
drawings and the directions of Engineer-in-charge.
(Glazing, paneling and dash fasteners to be paid for
separately).
21.1.1 For fixed portion.
Polyester powder coated aluminium (minimum thickness
kg
21.1.1.3
of polyester powder coating 50 micron).
21.4
Providing and fixing double action hydraulic floor spring of
approved brand and manufacture conforming to IS : 6315
, having brand logo embossed on the body/ plate with
double spring mechanism and door weight upto 125 kg,
for doors including cost of cutting floors ,embeding in each
floors as required and making good the same matching to
the existing floor finishing and cover plates with brass
pivot and single piece M.S. sheet outer box with slide plate
etc. complete as per the direction of Engineer-in-Charge.
21.4.1
With stainless steel cover plate minimum 1.25 mm
thickness.
21.8
Filling the gap in between aluminium frame & adjacent
RCC / Brick / Stone work by providing weather silicon
sealant over backer rod of approved quality as per R. M.
architectural drawings and direction of Engineer-in-Charge
complete.
11
12
21.8.1 Upto 5 mm depth and 5 mm width.
13
Providing and fixing 100 mm brass locks (best make of
21.13 approved quality) for aluminium doors including necessary each
cutting and making good etc. complete.
14
Providing and fixing 12 mm thick frameless toughened
glass door shutter of approved brand and manufacture,
including providing and fixing top & bottom pivot & spring
21.18 type fixing arrangement and making necessary holes etc. Sqm
for fixing required door fittings, all complete as per
direction of Engineer-incharge (Door handle, lock and
stopper etc.to be paid separately).
11882.4
12
385.1
Three Hundred Eighty Five
Rupees and Ten Paise
Two Thousand Two Hundred
2213.2 Thirteen Rupees and Twenty
Paise
4575912.24
26558.4
510.08
88.75
Eighty Eight Rupees and
Seventy Five Paise
45269.6
6
418.65
Four Hundred Eighteen
Rupees and Sixty Five Paise
2511.9
Four Thousand Seven
594.12 4746.25 Hundred Forty Six Rupees
and Twenty Five Paise
2819842.05
Page | 30
15
12.53
Providing and Fixing 15 mm thick densified tegular edged
eco friendly light weight calcium silicate false ceiling tiles
of approved texture spintone/cosmos / Hexa or equivalent
of size 595 x 595 mm in true horizontal level, suspended
on inter locking metal grid of hot dipped galvanised steel
sections (galvanising @ 120 grams per sqm including
both side) consisting of main 'T' runner suitably spaced at
joints to get required length and of size 24x38 mm made
from 0.33 mm thick (minimum) sheet, spaced 1200 mm
centre to centre, and cross "T" of size 24x28 mm made
out of 0.33 mm (Minimum) sheet, 1200 mm long spaced
between main'T' at 600 mm centre to centre to form a grid
of 1200x600 mm and secondary cross 'T' of length 600
mm and size 24 x28 mm made of 0.33 mm thick
(Minimum) sheet to be inter locked at middle of the 1200x Sqm
600 mm panel to from grid of size 600x600 mm, resting on
periphery walls /partitions on a Perimeter wall angle precoated steel of size(24x24X3000 mm made of 0.40 mm
thick (minimum) sheet with the help of rawl plugs at 450
mm centre to centre with 25 mm long dry wall screws @
230 mm interval and laying 15 mm thick densified edges
calicum silicate ceiling tiles of approved texture (Spintone /
Cosmos/hexa) in the grid, including, cutting/ making
opening for services like diffusers, grills,light fittings,
fixtures, smoke detectors etc., wherever required. Main 'T'
runners to be suspended from ceiling using G.I. slotted
cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm
dia and 50 mm long dash fasteners, 4 mm G.I. adjustable
rods with galvanised steel level clips of size 85 x 30 x 0.8
11.49
Providing and laying Vitrified tiles in floor with different
sizes (thickness to be specified by the manufacturer), with
water absorption less than 0.08% and conforming to
IS:15622 , of approved brand & manufacturer, in all
colours and shade, laid with cement based high polymer sqm
modified quick set tile adhesive (water based) conforming
to IS : 15477, in average 6 mm thickness, including
grouting of joints (Payment for grouting of joints to be
made separately).
16
11.49.2 Size of Tile 600 x 600 mm.
4.2
17
18
2735.97
1649.15
One Thousand Six Hundred
Forty Nine Rupees and
Fifteen Paise
4512024.926
2086.02
1566.7
One Thousand Five Hundred
Sixty Six Rupees and
Seventy Paise
3268167.534
59.42
6450
Six Thousand Four Hundred
Fifty Rupees
383259
871.51
467
Four Hundred Sixty Seven
Rupees
Providing and laying cement concrete in retaining walls,
return walls, walls (any thickness) including attached
pilasters, columns, piers, abutments, pillars, posts, struts,
buttresses, string or lacing courses, parapets, coping, bed cum
blocks, anchor blocks, plain window sills, fillets, sunken
floor, etc. up to floor five level, excluding the cost of
centering, shuttering and finishing.
4.2.3
1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size).
11.44
Crazy ceramic tile flooring, with under layer 12 mm thick
cement mortar 1:4 (1 cement: 4 coarse sand), with joints
not exceeding 5 mm, including filling the gaps with
ordinary cement mixture & mixing with synthetic lyester
fibre, triangular in shape having specific gravity of 1.34 to
1.40, cross section size ranging from 10 to 40 micron & sqm
length upto 6 mm , mixing fibre @ 125 grams per 50 kg of
cement in cement mortar, including providing and mixing
water proofing material in mortar @ 1 kg per 50 kg of
cement , all complete as per direction of Engineer-incharge.
406995.17
Page | 31
19
21.17
Providing and fixing anodised aluminium grill (anodised
transparent or dyed to required shade according to IS:
1868 with minimum anodic coating of grade AC 15) of
approved design/pattern, with approved standard section
and fixed to the existing window frame with C.P. brass/
stainless steel screws @ 200 mm centre to centre,
including cutting the grill to proper opening size for fixing
and operation of handles and fixing approved anodised
aluminium standard section around the opening, all
complete as per requirement and direction of Engineer-incharge. (Only weight of grill to be measured for payment).
9.20
Providing and fixing ISI marked flush door shutters
conforming to IS : 2202 (Part I) decorative type, core of
block board construction with frame of 1 st class hard
Sqm
wood and well matched teak 3 ply veneering with vertical
grains or cross bands and face veneers on both faces of
shutters.
20
9.20.1
10.25
21
10.25.2
22
13.80
13.60
23
13.60.1
13.56
24
13.56.1
13.48
25
26
Kg.
35 mm thick including ISI marked Stainless Steel butt
hinges with necessary screws.
Steel work welded in built up sections / framed work,
including cutting, hoisting, fixing in position and applying a
priming coat of approved steel primer using structural
steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets,
gates and similar works.
Providing and applying white cement based putty of
average thickness 1 mm, of approved brand and
manufacturer, over the plastered wall surface to prepare
the surface even and smooth complete.
Wall painting with acrylic emulsion paint of approved
brand and manufacture to give an even shade.
1418.1
33.6
Four Hundred Three Rupees
and Thirty Five Paise
571990.635
Two Thousand Six Hundred
2606.45 Six Rupees and Forty Five
Paise
87576.72
403.35
Kg
sqm
350
90.1
Ninety Rupees and Ten
Paise
31535
3251.51
89.65
Eighty Nine Rupees and
Sixty Five Paise
291497.8715
6075.27
80.5
Eighty Rupees and Fifty
Paise
489059.235
931.5
38.65
Thirty Eight Rupees and
Sixty Five Paise
36002.475
Eighty Eight Rupees and
Twenty Paise
14717.052
Five Thousand Two Hundred
Ninety One Rupees and
Thirty Paise
114292.08
Two Thousand One Hundred
2142.1 Forty Two Rupees and Ten
Paise
89968.2
sqm
Two or more coats on new work.
Painting (two or more coats) on rain water, soil, waste and
vent pipes and fittings with synthetic enamel paint of
R. M.
approved brand and manufacture and required colour over
a priming coat of approved steel primer on new work.
100 mm diameter pipes.
Finishing with Deluxe Multi surface paint system for
interiors and exteriors using Primer as per manufacturers
specifications.
13.48.3
Painting Steel work with Deluxe Multi Surface Paint to give
an even shade. Two or more coat applied @ 0.90 ltr/ 10
sqm
sqm over an under coat of primer applied @ 0.80 ltr/ 10
sqm of approved brand and manufacture.
166.86
88.2
10.3
Providing and fixing in position collapsible steel shutters
with vertical channels 20x10x2 mm and braced with flat
iron diagonals 20x5 mm size, with top and bottom rail of TSqm
iron 40x40x6 mm, with 40 mm dia steel pulleys, complete
with bolts, nuts, locking arrangement, stoppers, handles,
including applying a priming coat of approved steel primer.
21.6
5291.3
10.6
Supplying and fixing rolling shutters of approved make,
made of required size M.S. laths, interlocked together
through their entire length and jointed together at the end
by end locks, mounted on specially designed pipe shaft
with brackets, side guides and arrangements for inside
and outside locking with push and pull operation complete,
sqm
including the cost of providing and fixing necessary 27.5
cm long wire springs manufactured from high tensile steel
wire of adequate strength conforming to IS: 4454 - part 1
and M.S. top cover of required thickness for rolling
shutters. 10.6.1 80x1.25 mm M.S. laths with 1.25 mm
thick top cover.
27
10.6.1
80x1.25 mm M.S. laths with 1.25 mm thick top cover.
42
Page | 32
10.5
28
10.5.1
29
Providing and fixing 1 mm thick M.S. sheet door with
frame of 40x40x6 mm angle iron and 3 mm M.S. gusset
plates at the junctions and corners, all necessary fittings Sqm
complete, including applying a priming coat of approved
steel primer.
Using M.S. angels 40x40x6 mm for diagonal braces.
Three Thousand Seventy
Three Rupees and Eighty
Five Paise
34.56
3073.85
31.54
Six Thousand Three
6358.55 Hundred Fifty Eight Rupees
and Fifty Five Paise
16.6
5080.9
106232.256
Providing and fixing of expansion joint system related with
floor location as per drawings and direction of Engineer-InCharge. The joints system will be of extruded aluminum
base members, self aligning / self centering arrangement
and support plates etc. as per ASTM B221-02. The
system shall be such that it provides floor to floor /floor to
wall expansion control system for various vertical localtion
in load application areas that accommodates multi
directional seismic movement without stress to it’s
components. System shall consist of metal profiles with a
universal aluminum base member designed to
accommodate various project conditions and finish floor
treatments. The cover plate shall be designed of width and
5.44
R.M.
thickness required to satisfy projects movement and
loading requirements and secured to base members by
utilizing manufacturer’s pre-engineered self-centering
arrangement that freely rotates / moves in all directions.
The Self – centering arrangement shall exhibit circular
sphere ends that lock and slide inside the corresponding
aluminum extrusion cavity to allow freedom of movement
and flexure in all directions including vertical displacement.
Provision of Moisture Barrier Membrane in the Joint
System to have watertight joint is mandatory requirement
all as per the manufactures design and as approved by
Engineer -in- Charge . (Material shall confirm to ASTM
6063.)
5.44.1
30
5.45
5.45.1
Floor Joint of 100 mm gap
200548.667
Providing and fixing of expansion joint system related with
wall joint (internal/ external) location as per drawings and
direction of Engineer-In- Charge. The joints shall be of
extruded aluminum base members, self aligning /
centering arrangement and support plates as per ASTM
B221- 02. The material shall be such that it provides an
Expansion Joints System suitable for vertical wall to wall/
wall to corner application, both new and existing R.M.
construction in office Buildings & complexes with no
slipping down tendency amongst the components of the
Joint System. The Joint System shall utilize light weight
aluminum profiles exhibiting minimal exposed aluminum
surfaces mechanically snap locking the multicellular to
facilitate movement. (Material shall confirm to ASTM
6063.)
Wall Joint of 100 mm gap
Five Thousand Eighty
Rupees and Ninety Paise
84342.94
Four Thousand Seven
Hundred Eighty Four Rupees
and Sixty Paise
38276.8
Part B - Sanitary Work
17.3
31
17.3.1
Providing and fixing white vitreous china pedestal type
water closet (European type) with seat and lid, 10 litre low
level white vitreous china flushing cistern & C.P. flush
bend with fittings & C.l.brackets, 40 mm flush bend,
overflow arrangement with specials of standard make and
mosquito proof coupling of approved municipal design
complete, including painting of fittings and brackets,
cutting and making good the walls and floors wherever
required.
W.C. pan with ISI marked white solid plastic seat and lid.
each
8
4784.6
Page | 33
17.68
32
17.68.1
17.5
33
17.5.4
17.6
34
17.6.4
17.7
35
17.7.8
17.32
36
17.32.4
17.60
37
17.60.1
Providing and fixing vitreous china dual purpose closet
suitable for use as squatting pan or European type water
closet (Anglo Indian W.C. pan) with seat & lid fixed with
C.P. brass hinges and rubber buffers, 10 litre low level
flushing cistern with fittings and brackets, 40 mm flush
bend, 20 mm over flow pipe, with specials of standard
make and mosquito proof coupling of approved municipal
design complete, including painting of fittings and
brackets, cutting and making good the walls and floors
wherever required.
White vitreous china dual purpose WC pan with white
solid plastic seat and lid with white vitreous china flushing each
cistern and C.P. flush bend.
17.34
39
6510.6
Six Thousand Five Hundred
Ten Rupees and Sixty Paise
52084.8
2
16360.3
Sixteen Thousand Three
Hundred Sixty Rupees and
Thirty Paise
32720.6
2
12225.05
Twelve Thousand Two
Hundred Twenty Five
Rupees and Five Paise
24450.1
16
Three Thousand Eight
3812.05 Hundred Twelve Rupees and
Five Paise
60992.8
each
4
One Thousand Three
1332.45 Hundred Thirty Two Rupees
and Forty Five Paise
5329.8
each
16
982.55
Nine Hundred Eighty Two
Rupees and Fifty Five Paise
15720.8
each
16
415.9
Four Hundred Fifteen
Rupees and Ninety Paise
6654.4
Mtr.
80
859
Eight Hundred Fifty Nine
Rupees
68720
Providing and fixing white vitreous china flat back half stall
urinal of size 580x380x350 mm with white PVC automatic
flushing cistern, with fittings, standard size C.P. brass
flush pipe, spreaders with unions and clamps (all in C.P.
brass) with waste fitting as per IS : 2556, C.I. trap with
outlet grating and other couplings in C.P. brass, including
painting of fittings and cutting and making good the walls
and floors wherever required.
Range of four half stall urinals with 10 litre PVC. automatic
each
flushing cistern.
Providing and fixing one piece construction white vitreous
china squatting plate with an integral longitudinal flushing
pipe, white PVC. automatic flushing cistern, with fittings,
standard size G.I. / PVC flush pipe for back and front flush
with standard spreader pipes with fittings, G.I clamps and
C.P. brass coupling complete, including painting of fittings
and cutting and making good the walls and floors etc.
wherever required.
Range of four squatting plates with 10 litre PVC automatic
each
flushing cistern.
Providing and fixing wash basin with C.I. brackets, 15 mm
C.P. brass pillar taps,32 mm C.P. brass waste of standard
pattern, including painting of fittings and brackets, cutting
and making good the walls wherever require.
White Vitreous China Surgeon type wash basin of size
660x460 mm with a pair of 15 mm C.P. brass pillar taps each
with elbow operated levers.
Providing and fixing mirror of superior glass (of approved
quality) and of required shape and size with plastic
moulded frame of approved make and shade with 6 mm
thick hard board backing.
Rectangular shape 1500x450 mm.
Providing and fixing trap of self cleansing design with
screwed down or hinged grating with or without vent arm
complete, including cost of cutting and making good the
walls and floors.
100 mm inlet and 100 mm outlet.
17.60.1.1 Sand cast iron S&S as per IS: 3989.
38
8
Providing and fixing toilet paper holder.
17.34.1
C.P. brass.
17.35
17.35.1
Providing and fixing soil, waste and vent pipes.
100 mm dia.
17.35.1.1 Sand cast iron S&S pipe as per IS: 1729.
Page | 34
17.37
40
Sand cast iron S&S pipe as per IS: 1729. Providing and
fixing M.S. holder-bat clamps of approved design to Sand
Cast Iron / Cast Iron (spun) pipe embedded in and
including cement concrete blocks 10x10x10 cm of 1:2:4
mix (1 cement : 2 coarse sand : 4 graded stone aggregate
20 mm nominal size), including cost of cutting holes and
making good the walls etc.
17.37.1 For 100 mm dia pipe.
41
each
26
152.9
One Hundred Fifty Two
Rupees and Ninety Paise
3975.4
18
434.5
Four Hundred Thirty Four
Rupees and Fifty Paise
7821
18
219.75
Two Hundred Nineteen
Rupees and Seventy Five
Paise
3955.5
2
762.9
Seven Hundred Sixty Two
Rupees and Ninety Paise
1525.8
4
687.7
Six Hundred Eighty Seven
Rupees and Seventy Paise
2750.8
17.39 Providing and fixing plain bend of required degree.
17.39.1 100 mm dia.
17.39.1.1 Sand cast iron S&S as per IS - 1729.
17.39.2 75 mm dia.
42
17.39.2.1 Sand cast iron S&S as per IS -1729.
Providing and fixing double equal plain junction of required
each
degree.
17.42.1 100x100x100x100 mm.
17.42
43
17.42.1.2 Sand cast iron S&S as per IS - 3989.
44
Providing and fixing double unequal junction of required
17.45 degree with access door, insertion rubber washer 3 mm each
thick, bolts and nuts complete.
17.45.1 100x100x75x75 mm.
17.45.1.1 Sand cast iron S&S as per IS - 1729.
18.10
45
Providing and fixing G.I. pipes complete with G.I. fittings
and clamps, including cutting and making good the walls
etc. Internal work - Exposed on wall.
Two Hundred Fifteen
Rupees and Ten Paise
Three Hundred Four Rupees
and Fifteen Paise
23230.8
18.10.1 15 mm dia nominal bore.
R. M.
108
215.1
18.10.3 25 mm dia nominal bore.
R. M.
82.5
304.15
16
260.6
Two Hundred Sixty Rupees
and Sixty Paise
4169.6
16
260.6
Two Hundred Sixty Rupees
and Sixty Paise
4169.6
4
428.85
Four Hundred Twenty Eight
Rupees and Eighty Five
Paise
1715.4
33
791.3
Seven Hundred Ninety One
Rupees and Thirty Paise
26112.9
18.15
Providing and fixing brass bib cock of approved quality.
each
46
18.15.1 15 mm nominal bore.
18.16
Providing and fixing brass stop cock of approved quality.
each
47
18.16.1 15 mm nominal bore.
18.17
Providing and fixing gun metal gate valve with C.I. wheel
each
of approved quality (screwed end).
48
18.17.1 25 mm nominal bore.
17.35 Providing and fixing soil, waste and vent pipes.
17.35.2 75 mm diameter.
49
17.35.2.2
25092.375
Centrifugally cast (spun) iron socketed pipe as per IS:
3989.
mm
Total
56392892.77
Page | 35
PROPOSED DISTRICT BUSINESS CENTRE, KANKAR KHERA, MEERUT
PART - B, G-SCHEDULE "CONSTRUCTION OF MAIN BUILDING"
B - 6 IV Floor
CPWD
S. No. DSR item
reference
Qty.
Unit
Item
Rate
Rate (in words)
Amount (Rs.)
Part A - Civil Work
1
5.33.2 /
5.34.1
Providing and laying in position machine batched and
machine mixed design mix M-30 grade cement concrete for
reinforced cement concrete work, using cement content as
per approved design mix, including pumping of concrete to
site of laying but excluding the cost of centering, shuttering,
finishing and reinforcement, including admixtures in
recommended proportions as per IS: 9103 to accelerate,
retard setting of concrete, improve workability without
impairing strength and durability as per direction of
Engineer-in-charge. Above plinth level upto V floor
5.22A
Steel reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all
complete above plinth level.
2
5.22A.6 Thermo-Mechanically Treated bars.
5.9
3
Seven Thousand Ninety
7091.05 One Rupees and Five
Paise
cum
1275.08
Mt
153
68100
702
453.25
Coloumn size
5.9.5
Beams
1114.44
332.15
5.9.3
Slab
2823.76
401.65
5.9.2
Vertical wall
356.16
360.8
365.47
5483.55
4
10419300.00
Centering and shuttering including strutting, propping etc.
Sqm
and removal of form for.
5.9.6
6.3
Sixty Eight Thousand
One Hundred Rupees
9041656.03
Brick work with common burnt clay machine moulded
perforated bricks of class designation 12.5 conforming to
IS: 2222 in superstructure above plinth level up to floor five
level in cement mortar 1:6 (1 cement : 6 coarse sand).
Four Hundred Fifty
Three Rupees and
Twenty Five Paise
Three Hundred Thirty
Two Rupees and Fifteen
Paise
Four Hundred One
Rupees and Sixty Five
Paise
Three Hundred Sixty
Rupees and Eighty
Paise
318181.50
370161.25
1134163.20
128502.53
cum
Five Thousand Four
Hundred Eighty Three
Rupees and Fifty Five
Paise
Six Hundred Sixty Five
Rupees and Forty Five
Paise
Two Hundred Twenty
Nine Rupees and Thirty
Paise
2004073.02
6.3.1
With F.P.S. (non modular) bricks.
5
6.13
Half brick masonry with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in superstructure
above plinth level up to floor V level.
sqm
1177.65
665.45
6
13.8
15 mm cement plaster on rough side of single or halfbrick
wall finished with a floating coat of neat cement of mix.
sqm
3397.16
229.3
13.7
12 mm cement plaster finished with a floating coat of neat
cement of mix.
1946.42
203.25
Two Hundred Three
Rupees and Twenty
Five Paise
395609.87
2828185.04
2913038.20
7
8
9
13.7.2
1:4 (1 cement : 4 fine sand).
16.86
Providing and laying gang saw cut 18 mm thick, mirror
polished pre moulded and pre polished machine cut granite
stone of required size and shape of approved shade, colour
and texture in footpath, flooring in road side plazas and
similar locations, laid over 20mm thick base of cement
mortar 1:4 (1cement : 4 coarse sand) including grouting the
joints with white cement mixed with matching pigment,
epoxy touch ups etc. complete as per direction of Engineerin-Charge.
sqm
898.25
3148.55
Three Thousand One
Hundred Forty Eight
Rupees and Fifty Five
Paise
10.28
Providing and fixing stainless steel ( Grade 304) railing
made of Hollow tubes, channels, plates etc., including
welding, grinding, buffing, polishing and making curvature
(wherever required) and fitting the same with necessary
stainless steel nuts and bolts complete, i/c fixing the railing
with necessary accessories & stainless steel dash fasteners
, stainless steel bolts etc., of required size, on the top of the
floor or the side of waist slab with suitable arrangement as
per approval of Engineer-in-charge, ( for payment purpose
only weight of stainless steel
kg
4703
619.4
Six Hundred Nineteen
Rupees and Forty
Paise
783667.19
778968.79
Page | 36
10
10.3
10.6
11
Providing and fixing in position collapsible steel shutters
with vertical channels 20x10x2 mm and braced with flat iron
diagonals 20x5 mm size, with top and bottom rail of T-iron Sqm
40x40x6 mm, with 40 mm dia steel pulleys, complete with
bolts, nuts, locking arrangement, stoppers, handles,
including applying a priming coat of approved steel primer.
Supplying and fixing rolling shutters of approved make,
made of required size M.S. laths, interlocked together
through their entire length and jointed together at the end
by end locks, mounted on specially designed pipe shaft with
brackets, side guides and arrangements for inside and
outside locking with push and pull operation complete,
sqm
including the cost of providing and fixing necessary 27.5 cm
long wire springs manufactured from high tensile steel wire
of adequate strength conforming to IS: 4454 - part 1 and
M.S. top cover of required thickness for rolling shutters.
10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top
cover.
10.6.1
21.60
5291.3
Five Thousand Two
Hundred Ninety One
Rupees and Thirty
Paise
42.00
2142.1
Two Thousand One
Hundred Forty Two
Rupees and Ten Paise
89968.20
34.56
Three Thousand
3073.85 Seventy Three Rupees
and Eighty Five Paise
106232.26
Three Hundred Eighty
Five Rupees and Ten
Paise
4575912.24
80x1.25 mm M.S. laths with 1.25 mm thick top cover.
10.5
12
Providing and fixing 1 mm thick M.S. sheet door with frame
of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at Sqm
the junctions and corners, all necessary fittings complete,
including applying a priming coat of approved steel primer.
10.5.1
Using M.S. angels 40x40x6 mm for diagonal braces.
21.1
13
114292.08
Providing and fixing aluminium work for doors, windows,
ventilators and partitions with extruded built up standard
tubular sections/ appropriate Z sections and other sections
of approved make conforming to IS: 733 and IS: 1285,
fixing with dash fasteners of required dia and size, including
necessary filling up the gaps at junctions, i.e. at top, bottom
and sides with required EPDM rubber/neoprene gasket etc.
Aluminium sections shall be smooth, rust free, straight,
mitred and jointed mechanically wherever required
including cleat angle, Aluminium snap beading for glazing /
paneling, C.P. brass / stainless steel screws, all complete
as per architectural drawings and the directions of Engineerin-charge. (Glazing, paneling and dash fasteners to be paid
for separately).
21.1.1 For fixed portion.
21.1.1.3
Polyester powder coated aluminium (minimum thickness of
polyester powder coating 50 micron).
kg
11882.4
385.1
Page | 37
21.4
14
21.4.1
With stainless steel cover plate minimum 1.25 mm
thickness.
21.8
Filling the gap in between aluminium frame & adjacent RCC
/ Brick / Stone work by providing weather silicon sealant
over backer rod of approved quality as per architectural
drawings and direction of Engineer-in-Charge complete.
15
16
17
18
Providing and fixing double action hydraulic floor spring of
approved brand and manufacture conforming to IS : 6315 ,
having brand logo embossed on the body/ plate with double
spring mechanism and door weight upto 125 kg, for doors
including cost of cutting floors ,embeding in floors as each
required and making good the same matching to the
existing floor finishing and cover plates with brass pivot and
single piece M.S. sheet outer box with slide plate etc.
complete as per the direction of Engineer-in-Charge.
32
2213.2
Two Thousand Two
Hundred Thirteen
Rupees and Twenty
Paise
510.08
88.75
Eighty Eight Rupees
and Seventy Five Paise
45269.60
70822.40
21.8.1
Upto 5 mm depth and 5 mm width.
21.13
Providing and fixing 100 mm brass locks (best make of
approved quality) for aluminium doors including necessary each
cutting and making good etc. complete.
26
418.65
Four Hundred Eighteen
Rupees and Sixty Five
Paise
10884.90
21.18
Providing and fixing 12 mm thick frameless toughened
glass door shutter of approved brand and manufacture,
including providing and fixing top & bottom pivot & spring
type fixing arrangement and making necessary holes etc. Sqm
for fixing required door fittings, all complete as per
direction of Engineer-incharge (Door handle, lock and
stopper etc.to be paid separately).
594.12
4746.25
Four Thousand Seven
Hundred Forty Six
Rupees and Twenty
Five Paise
2819842.05
12.53
Providing and Fixing 15 mm thick densified tegular edged
eco friendly light weight calcium silicate false ceiling tiles of
approved texture spintone/cosmos / Hexa or equivalent of
size 595 x 595 mm in true horizontal level, suspended on
inter locking metal grid of hot dipped galvanised steel
sections (galvanising @ 120 grams per sqm including both
side) consisting of main 'T' runner suitably spaced at joints
to get required length and of size 24x38 mm made from
0.33 mm thick (minimum) sheet, spaced 1200 mm centre
to centre, and cross "T" of size 24x28 mm made out of
0.33 mm (Minimum) sheet, 1200 mm long spaced between
main'T' at 600 mm centre to centre to form a grid of
1200x600 mm and secondary cross 'T' of length 600 mm
and size 24 x28 mm made of 0.33 mm thick (Minimum)
sheet to be inter locked at middle of the 1200x 600 mm Sqm
panel to from grid of size 600x600 mm, resting on periphery
walls /partitions on a Perimeter wall angle pre-coated steel
of size(24x24X3000 mm made of 0.40 mm thick (minimum)
sheet with the help of rawl plugs at 450 mm centre to centre
with 25 mm long dry wall screws @ 230 mm interval and
laying 15 mm thick densified edges calicum silicate ceiling
tiles of approved texture (Spintone / Cosmos/hexa) in the
grid, including, cutting/ making opening for services like
diffusers, grills,light fittings, fixtures, smoke detectors etc.,
wherever required. Main 'T' runners to be suspended from
ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed
to ceiling with 12.5 mm dia and 50 mm long dash fasteners,
4 mm G.I. adjustable rods with galvanised steel level clips
of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to
1649.15
One Thousand Six
Hundred Forty Nine
Rupees and Fifteen
Paise
4512024.93
2735.97
Page | 38
11.49
19
2839.80
1566.7
One Thousand Five
Hundred Sixty Six
Rupees and Seventy
Paise
4449114.66
11.40
Providing and laying rectified Glazed Ceramic floor tiles of
size 300x300 mm or more (thickness to be specified by the
manufacturer) of 1st quality conforming to IS : 15622 of
approved make in all colours, shades, except White, Ivory, sqm
Grey, Fume Red Brown, laid on 20 mm thick cement mortar
1:4 (1 Cement : 4 Coarse sand) including pointing the joints
with white cement and matching pigments etc., complete.
290.00
1009.6
One Thousand Nine
Rupees and Sixty Paise
292784.00
9.20
Providing and fixing ISI marked flush door shutters
conforming to IS : 2202 (Part I) decorative type, core of
block board construction with frame of 1 st class hard wood Sqm
and well matched teak 3 ply veneering with vertical grains
or cross bands and face veneers on both faces of shutters.
84
2606.45
Two Thousand Six
Hundred Six Rupees
and Forty Five Paise
218941.80
904.4
90.1
Ninety Rupees and Ten
Paise
81486.44
5343.58
80.5
Eighty Rupees and Fifty
Paise
430158.19
166.86
88.2
Eighty Eight Rupees
and Twenty Paise
14717.05
21
9.20.1
35 mm thick including ISI marked Stainless Steel butt
hinges with necessary screws.
Steel work welded in built up sections / framed work,
including cutting, hoisting, fixing in position and applying a
priming coat of approved steel primer using structural steel
etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets,
10.25.2
gates and similar works.
Wall painting with acrylic emulsion paint of approved brand
13.60
and manufacture to give an even shade.
10.25
22
23
sqm
Size of Tile 600 x 600 mm.
11.49.2
20
Providing and laying Vitrified tiles in floor with different sizes
(thickness to be specified by the manufacturer), with water
absorption less than 0.08% and conforming to IS:15622 , of
approved brand & manufacturer, in all colours and shade,
laid with cement based high polymer modified quick set tile
adhesive (water based) conforming to IS : 15477, in
average 6 mm thickness, including grouting of joints
(Payment for grouting of joints to be made separately).
Kg
Kg.
sqm
13.60.1 Two or more coats on new work.
24
25
Finishing with Deluxe Multi surface paint system for
13.48 interiors and exteriors using Primer as per manufacturers sqm
specifications.
Painting Steel work with Deluxe Multi Surface Paint to give
an even shade. Two or more coat applied @ 0.90 ltr/ 10
13.48.3
sqm over an under coat of primer applied @ 0.80 ltr/ 10
sqm of approved brand and manufacture.
Providing and fixing of expansion joint system related with
floor location as per drawings and direction of Engineer-InCharge. The joints system will be of extruded aluminum
base members, self aligning / self centering arrangement
and support plates etc. as per ASTM B221-02. The system
shall be such that it provides floor to floor /floor to wall
expansion control system for various vertical localtion in
load application areas that accommodates multi directional
seismic movement without stress to it’s components.
System shall consist of metal profiles with a universal
aluminum base member designed to accommodate various
project conditions and finish floor treatments. The cover
5.44 plate shall be designed of width and thickness required to R.M.
satisfy projects movement and loading requirements and
secured to base members by utilizing manufacturer’s preengineered self-centering arrangement that freely rotates /
moves in all directions. The Self – centering arrangement
shall exhibit circular sphere ends that lock and slide inside
the corresponding aluminum extrusion cavity to allow
freedom of movement and flexure in all directions including
vertical displacement. Provision of Moisture Barrier
Membrane in the Joint System to have watertight joint is
mandatory requirement all as per the manufactures design
and as approved by Engineer -in- Charge . (Material shall
confirm to ASTM 6063.)
Page | 39
5.44.1
26
5.45
27
Floor Joint of 100 mm gap
31.54
6358.55
Six Thousand Three
Hundred Fifty Eight
Rupees and Fifty Five
200548.667
16.6
5080.9
Five Thousand Eighty
Rupees and Ninety
Paise
84342.94
89.65
Eighty Nine Rupees and
Sixty Five Paise
479051.95
40
4784.6
Four Thousand Seven
Hundred Eighty Four
Rupees and Sixty Paise
191384.00
8
6510.6
Six Thousand Five
Hundred Ten Rupees
and Sixty Paise
52084.80
32
3326.1
Three Thousand Three
Hundred Twenty Six
Rupees and Ten Paise
106435.20
Providing and fixing of expansion joint system related with
wall joint (internal/ external) location as per drawings and
direction of Engineer-In- Charge. The joints shall be of
extruded aluminum base members, self aligning / centering
arrangement and support plates as per ASTM B221- 02.
The material shall be such that it provides an Expansion
Joints System suitable for vertical wall to wall/ wall to corner
R.M.
application, both new and existing construction in office
Buildings & complexes with no slipping down tendency
amongst the components of the Joint System. The Joint
System shall utilize light weight aluminum profiles exhibiting
minimal exposed aluminum surfaces mechanically snap
locking the multicellular to facilitate movement. (Material
shall confirm to ASTM 6063.)
5.45.1
Wall Joint of 100 mm gap
13.80
Providing and applying white cement based putty of
average thickness 1 mm, of approved brand and
sqm
manufacturer, over the plastered wall surface to prepare
the surface even and smooth complete.
5343.58
Part B - Sanitary Work
17.3
28
17.3.1
29
Providing and fixing white vitreous china pedestal type
water closet (European type) with seat and lid, 10 litre low
level white vitreous china flushing cistern & C.P. flush bend
with fittings & C.l.brackets, 40 mm flush bend, overflow
arrangement with specials of standard make and mosquito
proof coupling of approved municipal design complete,
including painting of fittings and brackets, cutting and
making good the walls and floors wherever required.
W.C. pan with ISI marked white solid plastic seat and lid.
each
Providing and fixing vitreous china dual purpose closet
suitable for use as squatting pan or European type water
closet (Anglo Indian W.C. pan) with seat & lid fixed with
C.P. brass hinges and rubber buffers, 10 litre low level
flushing cistern with fittings and brackets, 40 mm flush
17.68
bend, 20 mm over flow pipe, with specials of standard
make and mosquito proof coupling of approved municipal
design complete, including painting of fittings and brackets,
cutting and making good the walls and floors wherever
required.
White vitreous china dual purpose WC pan with white solid
17.68.1 plastic seat and lid with white vitreous china flushing cistern each
and C.P. flush bend.
17.4
Providing and fixing white vitreous china flat back or wall
corner type lipped front urinal basin of 430x260x350 mm
and 340x410x265 mm sizes respectively with automatic
flushing cistern with standard flush pipe and C.P. brass
spreaders with brass unions and G.I clamps complete,
including painting of fittings and brackets, cutting and
making good the walls and floors wherever required.
17.4.1
One urinal basin with 5 litre white P.V.C. automatic flushing
cistern.
30
Page | 40
17.6
31
17.6.4
17.7
32
17.7.8
33
17.29
34
17.31
17.32
35
Providing and fixing one piece construction white vitreous
china squatting plate with an integral longitudinal flushing
pipe, white PVC. automatic flushing cistern, with fittings,
standard size G.I. / PVC flush pipe for back and front flush
with standard spreader pipes with fittings, G.I clamps and
C.P. brass coupling complete, including painting of fittings
and cutting and making good the walls and floors etc.
wherever required.
Range of four squatting plates with 10 litre PVC automatic
each
flushing cistern.
12225.05
48
Three Thousand Eight
3812.05 Hundred Twelve Rupees
and Five Paise
24450.10
Providing and fixing wash basin with C.I. brackets, 15 mm
C.P. brass pillar taps,32 mm C.P. brass waste of standard
pattern, including painting of fittings and brackets, cutting
and making good the walls wherever require.
White Vitreous China Surgeon type wash basin of size
660x460 mm with a pair of 15 mm C.P. brass pillar taps each
with elbow operated levers.
Providing and fixing 100 mm sand cast Iron grating for gully
each
trap.
Providing and fixing 600x450 mm beveled edge mirror of
superior glass (of approved quality) complete with 6 mm
each
thick hard board ground fixed to wooden cleats with C.P.
brass screws and washers complete.
Providing and fixing mirror of superior glass (of approved
quality) and of required shape and size with plastic moulded
frame of approved make and shade with 6 mm thick hard
board backing.
182978.40
32
29.5
Twenty Nine Rupees
and Fifty Paise
32
793.95
Seven Hundred Ninety
Three Rupees and
Ninety Five Paise
25406.40
10659.60
944.00
each
8
1332.45
One Thousand Three
Hundred Thirty Two
Rupees and Forty Five
Paise
each
32
415.9
Four Hundred Fifteen
Rupees and Ninety
Paise
13308.80
Centrifugally cast (spun) iron socket & spigot (S&S) pipe as
Mtr.
per IS: 3989.
800
917.75
Nine Hundred
Seventeen Rupees and
Seventy Five Paise
734200.00
400
791.3
Seven Hundred Ninety
One Rupees and Thirty
Paise
316520.00
17.36.1 75 mm dia pipe.
400
65.7
Sixty Five Rupees and
Seventy Paise
26280.00
17.36.2 100 mm dia pipe
800
77.4
Seventy Seven Rupees
and Forty Paise
61920.00
each
80
385.7
Three Hundred Eighty
Five Rupees and
Seventy Paise
30856.00
each
80
318.5
Three Hundred Eighteen
Rupees and Fifty Paise
25480.00
17.32.4 Rectangular shape 1500x450 mm.
17.34
36
Twelve Thousand Two
Hundred Twenty Five
Rupees and Five Paise
2
Providing and fixing toilet paper holder.
17.34.1 C.P. brass.
17.35 Providing and fixing soil, waste and vent pipes.
17.35.1 100 mm dia.
37
17.35.1.2
17.35.2 75 mm diameter.
38
39
17.35.2.2
Centrifugally cast (spun) iron socketed pipe as per IS:
3989.
Mtr
17.36
Providing and filling the joints with spun yarn, cement slurry
and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I. /
C.I. Pipes.
Mtr.
Providing and fixing bend of required degree with access
door, insertion rubber washer 3 mm thick, bolts and nuts
complete.
17.38.1 100 mm dia.
17.38
40
17.38.1.2 Sand cast iron S&S as per IS - 3989.
17.38.2 75 mm dia.
17.38.2.2 Sand cast iron S&S as per IS- 3989.
Page | 41
41
Providing and fixing trap of self cleansing design with
screwed down or hinged grating with or without vent arm
17.60
complete, including cost of cutting and making good the
walls and floors.
17.60.2 100 mm inlet and 75 mm outlet.
17.65.1 100 mm diameter pipe.
800
38.65
17.65.2 75 mm diameter pipe.
400
29.5
48
228.85
Two Hundred Twenty
Eight Rupees and
Eighty Five Paise
10984.80
20
541.5
Five Hundred Forty One
Rupees and Fifty Paise
10830.00
Sixteen Thousand
Seven Hundred Twenty
16724.95
Four Rupees and Ninety
Five Paise
802797.60
42
44
45
46
81672.00
1020.9
17.65
43
One Thousand Twenty
Rupees and Ninety
Paise
80
17.60.2.1 Sand cast iron S&S as per IS - 3989.
each
Painting sand cast iron / centrifugally cast (spun) iron soil,
waste vent pipes and fittings with two coats of synthetic
enamel paint of any colour such as chocolate grey, or buff Mtr.
etc. over a coat of primer (of approved quality) for new
work.
Providing and fixing PTMT liquid soap container 109 mm
wide, 125 mm high and 112 mm distance fromwall of
17.71 standard shape with bracket of the same materials with each
snap fittings of approved quality and colour, weighing not
less than 105 gms.
Providing and fixing PTMT towel rail complete with brackets
fixed to wooden cleats with CP brass screws with
each
17.73
concealed fitting arrangement of approved quality and
colour.
600 mm long towel rail with total length of 645 mm, width
17.73.2 78 mm and effective height of 88mm, weighing not less
than 190 gms.
Providing and fixing white vitreous china battery based
infrared sensor operated urinal of approx. size 610 x 390 x
370 mm having pre & post flushing with water ( 250 ml &
17.80 500 ml consumption), having water inlet from back side, each
including fixing to wall with suitable brackets all as per
manufacturers specification and direction of Engineer-incharge.
Providing and fixing G.I. pipes complete with G.I. fittings
18.10 and clamps, including cutting and making good the walls
etc. Internal work - Exposed on wall.
48
Thirty Eight Rupees and
Sixty Five Paise
Twenty Nine Rupees
and Fifty Paise
30920.00
11800.00
18.10.1 15 mm dia nominal bore.
R. M.
960
215.1
Two Hundred Fifteen
Rupees and Ten Paise
206496.00
18.10.3 25 mm dia nominal bore.
R. M.
960
304.15
Three Hundred Four
Rupees and Fifteen
Paise
291984.00
96
260.6
Two Hundred Sixty
Rupees and Sixty Paise
25017.60
44
260.6
Two Hundred Sixty
Rupees and Sixty Paise
11466.40
40
428.85
Four Hundred Twenty
Eight Rupees and
Eighty Five Paise
17154.00
18.15
Providing and fixing brass bib cock of approved quality.
each
47
18.15.1 15 mm nominal bore.
18.16
Providing and fixing brass stop cock of approved quality.
each
48
18.16.1 15 mm nominal bore.
18.17
Providing and fixing gun metal gate valve with C.I. wheel of
each
approved quality (screwed end).
49
18.17.1 25 mm nominal bore.
Total
53015930.66
Page | 42
PROPOSED DISTRICT BUSINESS CENTRE, KANKAR KHERA, MEERUT
PART - B, G-SCHEDULE "CONSTRUCTION OF MAIN BUILDING"
B - 7 V & VI Floor
Calculation for one floor
CPWD
S. No. DSR item
reference
Item
Unit
Qty.
Rate
Rate (in words)
Amount (Rs.)
Part A - Civil Work
1
5.33.2 /
5.34.1
Providing and laying in position machine batched and machine
mixed design mix M-30 grade cement concrete for reinforced
cement concrete work, using cement content as per approved
design mix, including pumping of concrete to site of laying but
excluding the cost of centering, shuttering, finishing and
reinforcement, including admixtures in recommended proportions as
per IS: 9103 to accelerate, retard setting of concrete, improve
workability without impairing strength and durability as per direction
of Engineer-in-charge. Above plinth level upto V floor
5.22A
Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete above plinth
level.
2
5.22A.6 Thermo-Mechanically Treated bars.
5.9
3
cum
1217.84
7091.05
Mt
146.14
68100
737.1
453.25
Coloumn size
5.9.5
Beams
1114.44
332.15
5.9.3
Slab
2873.76
401.65
5.9.2
Vertical wall
373.76
360.8
406.16
5483.55
4
8635764.33
Sixty Eight Thousand
One Hundred Rupees
9952134.00
Centering and shuttering including strutting, propping etc. and
Sqm
removal of form for.
5.9.6
6.3
Seven Thousand Ninety
One Rupees and Five
Paise
Brick work with common burnt clay machine moulded perforated
bricks of class designation 12.5 conforming to IS: 2222 in
superstructure above plinth level up to floor five level in cement
mortar 1:6 (1 cement : 6 coarse sand).
Four Hundred Fifty Three
Rupees and Twenty Five
Paise
Three Hundred Thirty
Two Rupees and Fifteen
Paise
Four Hundred One
Rupees and Sixty Five
Paise
Three Hundred Sixty
Rupees and Eighty
Paise
334090.58
370161.25
1154245.70
134852.61
cum
Five Thousand Four
Hundred Eighty Three
Rupees and Fifty Five
Paise
Six Hundred Sixty Five
Rupees and Forty Five
Paise
Two Hundred Twenty
Nine Rupees and Thirty
Paise
6.3.1
With F.P.S. (non modular) bricks.
5
6.13
Half brick masonry with common burnt clay F.P.S. (non modular)
bricks of class designation 7.5 in superstructure above plinth level
up to floor V level.
sqm
436.15
665.45
6
13.8
15 mm cement plaster on rough side of single or halfbrick wall
finished with a floating coat of neat cement of mix.
sqm
3397.16
229.3
13.7
12 mm cement plaster finished with a floating coat of neat cement
of mix.
sqm
1946.42
203.25
Two Hundred Three
Rupees and Twenty Five
Paise
395609.87
7
8
9
10
2227198.67
290236.02
778968.79
13.7.2
1:4 (1 cement : 4 fine sand).
16.86
Providing and laying gang saw cut 18 mm thick, mirror polished pre
moulded and pre polished machine cut granite stone of required
size and shape of approved shade, colour and texture in footpath,
flooring in road side plazas and similar locations, laid over 20mm
thick base of cement mortar 1:4 (1cement : 4 coarse sand) including
grouting the joints with white cement mixed with matching pigment,
epoxy touch ups etc. complete as per direction of Engineer-inCharge.
sqm
898.25
3148.55
Three Thousand One
Hundred Forty Eight
Rupees and Fifty Five
Paise
2828185.04
10.28
Providing and fixing stainless steel ( Grade 304) railing made of
Hollow tubes, channels, plates etc., including welding, grinding,
buffing, polishing and making curvature (wherever required) and
fitting the same with necessary stainless steel nuts and bolts
complete, i/c fixing the railing with necessary accessories &
stainless steel dash fasteners , stainless steel bolts etc., of required
size, on the top of the floor or the side of waist slab with suitable
arrangement as per approval of Engineer-in-charge, ( for payment
purpose only weight of stainless steel
kg
4703
619.4
Six Hundred Nineteen
Rupees and Forty Paise
2913038.20
10.3
Providing and fixing in position collapsible steel shutters with vertical
channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm
size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm
Sqm
dia steel pulleys, complete with bolts, nuts, locking arrangement,
stoppers, handles, including applying a priming coat of approved
steel primer.
21.60
5291.3
Five Thousand Two
Hundred Ninety One
Rupees and Thirty Paise
114292.08
Page | 43
10.6
11
Supplying and fixing rolling shutters of approved make, made of
required size M.S. laths, interlocked together through their entire
length and jointed together at the end by end locks, mounted on
specially designed pipe shaft with brackets, side guides and
arrangements for inside and outside locking with push and pull sqm
operation complete, including the cost of providing and fixing
necessary 27.5 cm long wire springs manufactured from high tensile
steel wire of adequate strength conforming to IS: 4454 - part 1 and
M.S. top cover of required thickness for rolling shutters. 10.6.1
80x1.25 mm M.S. laths with 1.25 mm thick top cover.
10.6.1
10.5
12
2142.1
34.56
Three Thousand Seventy
3073.85 Three Rupees and Eighty
Five Paise
80x1.25 mm M.S. laths with 1.25 mm thick top cover.
Providing and fixing 1 mm thick M.S. sheet door with frame of
40x40x6 mm angle iron and 3 mm M.S. gusset plates at the
Sqm
junctions and corners, all necessary fittings complete, including
applying a priming coat of approved steel primer.
10.5.1
Using M.S. angels 40x40x6 mm for diagonal braces.
21.1
13
21.1.1
21.1.1.3
21.4
14
21.4.1
21.8
15
16
17
Two Thousand One
Hundred Forty Two
Rupees and Ten Paise
42.00
89968.20
106232.26
Providing and fixing aluminium work for doors, windows, ventilators
and partitions with extruded built up standard tubular sections/
appropriate Z sections and other sections of approved make
conforming to IS: 733 and IS: 1285, fixing with dash fasteners of
required dia and size, including necessary filling up the gaps at
junctions, i.e. at top, bottom and sides with required EPDM
rubber/neoprene gasket etc. Aluminium sections shall be smooth,
rust free, straight, mitred and jointed mechanically wherever
required including cleat angle, Aluminium snap beading for glazing /
paneling, C.P. brass / stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-charge.
(Glazing, paneling and dash fasteners to be paid for separately).
For fixed portion.
Polyester powder coated aluminium (minimum thickness of
polyester powder coating 50 micron).
kg
11882.4
385.1
Three Hundred Eighty
Five Rupees and Ten
Paise
30
2213.2
Two Thousand Two
Hundred Thirteen
Rupees and Twenty
Paise
4575912.24
Providing and fixing double action hydraulic floor spring of approved
brand and manufacture conforming to IS : 6315 , having brand logo
embossed on the body/ plate with double spring mechanism and
door weight upto 125 kg, for doors including cost of cutting floors
each
,embeding in floors as required and making good the same
matching to the existing floor finishing and cover plates with brass
pivot and single piece M.S. sheet outer box with slide plate etc.
complete as per the direction of Engineer-in-Charge.
With stainless steel cover plate minimum 1.25 mm thickness.
66396.00
Filling the gap in between aluminium frame & adjacent RCC / Brick /
Stone work by providing weather silicon sealant over backer rod of
approved quality as per architectural drawings and direction of
Engineer-in-Charge complete.
21.8.1
Upto 5 mm depth and 5 mm width.
510.08
21.13
Providing and fixing 100 mm brass locks (best make of approved
quality) for aluminium doors including necessary cutting and making each
good etc. complete.
30
21.18
Providing and fixing 12 mm thick frameless toughened glass door
shutter of approved brand and manufacture, including providing and
fixing top & bottom pivot & spring type fixing arrangement and
Sqm
making necessary holes etc. for fixing required door fittings, all
complete as per direction of Engineer-incharge (Door handle, lock
and stopper etc.to be paid separately).
594.12
Eighty Eight Rupees and
Seventy Five Paise
Four Hundred Eighteen
418.65 Rupees and Sixty Five
Paise
88.75
4746.25
Four Thousand Seven
Hundred Forty Six
Rupees and Twenty Five
Paise
45269.60
12559.50
2819842.05
Page | 44
18
12.53
11.49
19
Providing and Fixing 15 mm thick densified tegular edged eco
friendly light weight calcium silicate false ceiling tiles of approved
texture spintone/cosmos / Hexa or equivalent of size 595 x 595 mm
in true horizontal level, suspended on inter locking metal grid of hot
dipped galvanised steel sections (galvanising @ 120 grams per sqm
including both side) consisting of main 'T' runner suitably spaced at
joints to get required length and of size 24x38 mm made from 0.33
mm thick (minimum) sheet, spaced 1200 mm centre to centre, and
cross "T" of size 24x28 mm made out of 0.33 mm (Minimum) sheet,
1200 mm long spaced between main'T' at 600 mm centre to centre Sqm
to form a grid of 1200x600 mm and secondary cross 'T' of length
600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum)
sheet to be inter locked at middle of the 1200x 600 mm panel to
from grid of size 600x600 mm, resting on periphery walls /partitions
on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm
made of 0.40 mm thick (minimum) sheet with the help of rawl plugs
at 450 mm centre to centre with 25 mm long dry wall screws @ 230
mm interval and laying 15 mm thick densified edges calicum silicate
ceiling tiles of approved texture (Spintone / Cosmos/hexa) in the
grid, including,
services
diffusers,
Providing
and cutting/
laying making
Vitrifiedopening
tiles inforfloor
with like
different
sizes
(thickness to be specified by the manufacturer), with water
absorption less than 0.08% and conforming to IS:15622 , of
approved brand & manufacturer, in all colours and shade, laid with
sqm
cement based high polymer modified quick set tile adhesive (water
based) conforming to IS : 15477, in average 6 mm thickness,
including grouting of joints (Payment for grouting of joints to be
made separately).
11.49.2 Size of Tile 600 x 600 mm.
20
11.40
9.20
21
Providing and laying rectified Glazed Ceramic floor tiles of size
300x300 mm or more (thickness to be specified by the
manufacturer) of 1st quality conforming to IS : 15622 of approved
make in all colours, shades, except White, Ivory, Grey, Fume Red sqm
Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4
Coarse sand) including pointing the joints with white cement and
matching pigments etc., complete.
Providing and fixing ISI marked flush door shutters conforming to IS
: 2202 (Part I) decorative type, core of block board construction with
frame of 1 st class hard wood and well matched teak 3 ply Sqm
veneering with vertical grains or cross bands and face veneers on
both faces of shutters.
9.20.1
35 mm thick including ISI marked Stainless Steel butt hinges with
necessary screws.
10.25
Steel work welded in built up sections / framed work, including
cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer using structural steel etc. as required.
22
10.25.2
13.60
23
13.80
4512024.93
2839.80
1566.7
One Thousand Five
Hundred Sixty Six
Rupees and Seventy
Paise
4449114.66
149.00
1009.6
One Thousand Nine
Rupees and Sixty Paise
150430.40
55.65
Two Thousand Six
2606.45 Hundred Six Rupees and
Forty Five Paise
145048.94
Kg
In gratings, frames, guard bar, ladder, railings, brackets, gates and
similar works.
Wall painting with acrylic emulsion paint of approved brand and
sqm
manufacture to give an even shade.
13.60.1 Two or more coats on new work.
24
2735.97 1649.15
One Thousand Six
Hundred Forty Nine
Rupees and Fifteen
Paise
Providing and applying white cement based putty of average
thickness 1 mm, of approved brand and manufacturer, over the
sqm
plastered wall surface to prepare the surface even and smooth
complete.
Finishing with Deluxe Multi surface paint system for interiors and
exteriors using Primer as per manufacturers specifications.
Painting Steel work with Deluxe Multi Surface Paint to give an even
shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under
13.48.3
sqm
coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and
manufacture.
592.55
90.1
Ninety Rupees and Ten
Paise
53388.76
5343.58
80.5
Eighty Rupees and Fifty
Paise
430158.19
5343.58
89.65
Eighty Nine Rupees and
Sixty Five Paise
479051.95
166.86
88.2
Eighty Eight Rupees and
Twenty Paise
14717.05
13.48
25
Page | 45
Providing and fixing of expansion joint system related with floor
location as per drawings and direction of Engineer-In-Charge. The
joints system will be of extruded aluminum base members, self
aligning / self centering arrangement and support plates etc. as per
ASTM B221-02. The system shall be such that it provides floor to
floor /floor to wall expansion control system for various vertical
localtion in load application areas that accommodates multi
directional seismic movement without stress to it’s components.
System shall consist of metal profiles with a universal aluminum
5.44 base member designed to accommodate various project conditions R.M.
and finish floor treatments. The cover plate shall be designed of
width and thickness required to satisfy projects movement and
loading requirements and secured to base members by utilizing
manufacturer’s pre-engineered self-centering arrangement that
freely rotates / moves in all directions. The Self – centering
arrangement shall exhibit circular sphere ends that lock and slide
inside the corresponding aluminum extrusion cavity to allow
freedom of movement and flexure in all directions including vertical
displacement. Provision of Moisture Barrier Membrane in the Joint
System to have watertight joint is mandatory requirement all as per
26
5.44.1
27
5.45
28
Floor Joint of 100 mm gap
Providing and fixing of expansion joint system related with wall joint
(internal/ external) location as per drawings and direction of
Engineer-In- Charge. The joints shall be of extruded aluminum base
members, self aligning / centering arrangement and support plates
as per ASTM B221- 02. The material shall be such that it provides
an Expansion Joints System suitable for vertical wall to wall/ wall to
corner application, both new and existing construction in office
Buildings & complexes with no slipping down tendency amongst the
components of the Joint System. The Joint System shall utilize light
weight aluminum profiles exhibiting minimal exposed aluminum
surfaces mechanically snap locking the multicellular to facilitate
movement. (Material shall confirm to ASTM 6063.)
5.45.1
Wall Joint of 100 mm gap
5.38 A
Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each
four floors or part thereof.
B
31.54
6358.55
16.6
5080.9
Six Thousand Three
Hundred Fifty Eight
Rupees and Fifty Five
Paise
200548.667
R.M.
cum
for brick masonry
1217.84
406.16
Five Thousand Eighty
Rupees and Ninety
Paise
One Hundred Seventy
174.2 Four Rupees and Twenty
Paise
Five Hundred Forty Eight
548.35 Rupees and Thirty Five
Paise
212147.728
84342.94
222717.836
Part B - Sanitary Work
17.3
29
Providing and fixing white vitreous china pedestal type water closet
(European type) with seat and lid, 10 litre low level white vitreous
china flushing cistern & C.P. flush bend with fittings & C.l.brackets,
40 mm flush bend, overflow arrangement with specials of standard
make and mosquito proof coupling of approved municipal design
complete, including painting of fittings and brackets, cutting and
making good the walls and floors wherever required.
each
30
4784.6
Four Thousand Seven
Hundred Eighty Four
Rupees and Sixty Paise
143538.00
17.68.1
White vitreous china dual purpose WC pan with white solid plastic
seat and lid with white vitreous china flushing cistern and C.P. flush each
bend.
8
6510.6
Six Thousand Five
Hundred Ten Rupees
and Sixty Paise
52084.80
17.4
Providing and fixing white vitreous china flat back or wall corner type
lipped front urinal basin of 430x260x350 mm and 340x410x265 mm
sizes respectively with automatic flushing cistern with standard flush
each
pipe and C.P. brass spreaders with brass unions and G.I clamps
complete, including painting of fittings and brackets, cutting and
making good the walls and floors wherever required.
22
3326.1
Three Thousand Three
Hundred Twenty Six
Rupees and Ten Paise
73174.20
17.3.1
W.C. pan with ISI marked white solid plastic seat and lid.
17.68
Providing and fixing vitreous china dual purpose closet suitable for
use as squatting pan or European type water closet (Anglo Indian
W.C. pan) with seat & lid fixed with C.P. brass hinges and rubber
buffers, 10 litre low level flushing cistern with fittings and brackets,
40 mm flush bend, 20 mm over flow pipe, with specials of standard
make and mosquito proof coupling of approved municipal design
complete, including painting of fittings and brackets, cutting and
making good the walls and floors wherever required.
30
31
17.4.1
One urinal basin with 5 litre white P.V.C. automatic flushing cistern.
Page | 46
17.6
32
17.6.4
17.7
33
17.7.8
34
Providing and fixing one piece construction white vitreous china
squatting plate with an integral longitudinal flushing pipe, white
PVC. automatic flushing cistern, with fittings, standard size G.I. /
PVC flush pipe for back and front flush with standard spreader
pipes with fittings, G.I clamps and C.P. brass coupling complete,
including painting of fittings and cutting and making good the walls
and floors etc. wherever required.
Range of four squatting plates with 10 litre PVC automatic flushing
each
cistern.
Providing and fixing wash basin with C.I. brackets, 15 mm C.P.
brass pillar taps,32 mm C.P. brass waste of standard pattern,
including painting of fittings and brackets, cutting and making good
the walls wherever require.
White Vitreous China Surgeon type wash basin of size 660x460 mm
with a pair of 15 mm C.P. brass pillar taps with elbow operated each
levers.
17.29
Providing and fixing 100 mm sand cast Iron grating for gully trap.
17.31
Providing and fixing 600x450 mm beveled edge mirror of superior
glass (of approved quality) complete with 6 mm thick hard board
each
ground fixed to wooden cleats with C.P. brass screws and washers
complete.
35
each
2
26
22
12225.1
Three Thousand Eight
3812.05 Hundred Twelve Rupees
and Five Paise
Twenty Nine Rupees and
29.5
Fifty Paise
each
8
1332.45
One Thousand Three
Hundred Thirty Two
Rupees and Forty Five
Paise
10659.60
each
22
415.9
Four Hundred Fifteen
Rupees and Ninety
Paise
9149.80
600
859
Eight Hundred Fifty Nine
Rupees
515400.00
300
791.3
Seven Hundred Ninety
One Rupees and Thirty
Paise
237390.00
17.36.1 75 mm dia pipe.
300
65.7
17.36.2 100 mm dia pipe
600
77.4
each
60
385.7
Three Hundred Eighty
Five Rupees and Seventy
Paise
23142.00
each
60
318.5
Three Hundred Eighteen
Rupees and Fifty Paise
19110.00
each
60
1020.9
One Thousand Twenty
Rupees and Ninety
Paise
61254.00
17.32.4 Rectangular shape 1500x450 mm.
17.34
17.35 Providing and fixing soil, waste and vent pipes.
17.35.1 100 mm dia.
Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:
17.35.1.2
Mtr.
3989.
17.35.2 75 mm diameter.
17.35.2.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989.
17.38
17466.90
Providing and fixing toilet paper holder.
17.34.1 C.P. brass.
17.36
40
649.00
Providing and fixing mirror of superior glass (of approved quality)
and of required shape and size with plastic moulded frame of
approved make and shade with 6 mm thick hard board backing.
36
39
99113.30
Seven Hundred Ninety
793.95 Three Rupees and Ninety
Five Paise
17.32
38
24450.10
22
showroom + room
37
Twelve Thousand Two
Hundred Twenty Five
Rupees and Five Paise
Providing and filling the joints with spun yarn, cement slurry and
cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I. / C.I. Pipes.
Mtr
Mtr.
Sixty Five Rupees and
Seventy Paise
Seventy Seven Rupees
and Forty Paise
19710.00
46440.00
Providing and fixing bend of required degree with access door,
insertion rubber washer 3 mm thick, bolts and nuts complete.
17.38.1 100 mm dia.
41
17.38.1.2 Sand cast iron S&S as per IS - 3989.
17.38.2 75 mm dia.
17.38.2.2 Sand cast iron S&S as per IS- 3989.
Providing and fixing trap of self cleansing design with screwed down
or hinged grating with or without vent arm complete, including cost
of cutting and making good the walls and floors.
17.60.2 100 mm inlet and 75 mm outlet.
17.60
42
17.60.2.1 Sand cast iron S&S as per IS - 3989.
Page | 47
43
44
45
Painting sand cast iron / centrifugally cast (spun) iron soil, waste
vent pipes and fittings with two coats of synthetic enamel paint of
17.65
Mtr.
any colour such as chocolate grey, or buff etc. over a coat of primer
(of approved quality) for new work.
600
38.65
17.65.2 75 mm diameter pipe.
300
29.5
Providing and fixing PTMT liquid soap container 109 mm wide, 125
mm high and 112 mm distance fromwall of standard shape with
17.71
each
bracket of the same materials with snap fittings of approved quality
and colour, weighing not less than 105 gms.
30
Two Hundred Twenty
228.85 Eight Rupees and Eighty
Five Paise
6865.50
47
48
14
541.5
Five Hundred Forty One
Rupees and Fifty Paise
7581.00
30
Sixteen Thousand Seven
Hundred Twenty Four
16725
Rupees and Ninety Five
Paise
501748.50
600 mm long towel rail with total length of 645 mm, width 78 mm
and effective height of 88mm, weighing not less than 190 gms.
Providing and fixing white vitreous china battery based infrared
sensor operated urinal of approx. size 610 x 390 x 370 mm having
pre & post flushing with water ( 250 ml & 500 ml consumption),
17.80
each
having water inlet from back side, including fixing to wall with
suitable brackets all as per manufacturers specification and
direction of Engineer-in-charge.
Providing and fixing G.I. pipes complete with G.I. fittings and
18.10 clamps, including cutting and making good the walls etc. Internal
work - Exposed on wall.
18.10.1 15 mm dia nominal bore.
R. M.
800
18.10.3 25 mm dia nominal bore.
R. M.
800
18.15 Providing and fixing brass bib cock of approved quality.
each
18.15.1 15 mm nominal bore.
18.16 Providing and fixing brass stop cock of approved quality.
49
23190.00
8850.00
Providing and fixing PTMT towel rail complete with brackets fixed to
17.73 wooden cleats with CP brass screws with concealed fitting each
arrangement of approved quality and colour.
17.73.2
46
Thirty Eight Rupees and
Sixty Five Paise
Twenty Nine Rupees and
Fifty Paise
17.65.1 100 mm diameter pipe.
172080.00
243320.00
76
304.15
Three Hundred Four
Rupees and Fifteen
Paise
23115.40
34
260.6
Two Hundred Sixty
Rupees and Sixty Paise
8860.40
30
Four Hundred Twenty
428.85 Eight Rupees and Eighty
Five Paise
12865.50
each
18.16.1 15 mm nominal bore.
18.17
Two Hundred Fifteen
Rupees and Ten Paise
Three Hundred Four
304.15 Rupees and Fifteen
Paise
215.1
Providing and fixing gun metal gate valve with C.I. wheel of
each
approved quality (screwed end).
50
18.17.1 25 mm nominal bore.
Total
Amount for Two floor 5th and 6th floor 51159857.01*2 =
51159857.01
102319714.02
Page | 48
PROPOSED DISTRICT BUSINESS CENTRE, KANKAR KHERA, MEERUT
PART - B, G-SCHEDULE "CONSTRUCTION OF MAIN BUILDING"
B - 8 VII & VIII Floor
Calculation for one floor
CPWD
S. No. DSR item
reference
Item
Unit
Qty.
Rate
Rate (in words)
Amount (Rs.)
Part A - Civil Work
1
Providing and laying in position machine batched and
machine mixed design mix M-30 grade cement concrete
for reinforced cement concrete work, using cement content
as per approved design mix, including pumping of concrete
to site of laying but excluding the cost of centering,
5.33.2 /
shuttering, finishing and reinforcement, including cum
5.34.1
admixtures in recommended proportions as per IS: 9103
to accelerate, retard setting of concrete, improve
workability without impairing strength and durability as per
direction of Engineer-in-charge. Above plinth level upto V
floor
5.22A
2
3
3658910.89
68100
Sixty Eight Thousand One
Hundred Rupees
4216752.00
7091.05
61.92
Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and
binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars.
5.9
Seven Thousand Ninety
One Rupees and Five
Paise
515.99
Mt
Centering and shuttering including strutting, propping etc.
Sqm
and removal of form for.
5.9.6
Coloumn size
317.52
453.25
Four Hundred Fifty Three
Rupees and Twenty Five
Paise
143915.94
5.9.5
Beams
518.21
332.15
Three Hundred Thirty Two
Rupees and Fifteen Paise
172123.45
5.9.3
Slab
1116.23
401.65
Four Hundred One Rupees
and Sixty Five Paise
448333.78
5.9.2
Vertical wall
371.19
360.8
Three Hundred Sixty
Rupees and Eighty Paise
133925.35
6.3
4
Brick work with common burnt clay machine moulded
perforated bricks of class designation 12.5 conforming to
cum
IS: 2222 in superstructure above plinth level up to floor five
level in cement mortar 1:6 (1 cement : 6 coarse sand).
Five Thousand Four
Hundred Eighty Three
Rupees and Fifty Five
Paise
Six Hundred Sixty Five
Rupees and Forty Five
Paise
6.3.1
With F.P.S. (non modular) bricks.
261.18
5483.55
5
6.13
Half brick masonry with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in superstructure sqm
above plinth level up to floor V level.
407.8
665.45
6
13.8
15 mm cement plaster on rough side of single or halfbrick
sqm
wall finished with a floating coat of neat cement of mix.
2751.27
229.3
Two Hundred Twenty Nine
Rupees and Thirty Paise
630866.21
13.7
12 mm cement plaster finished with a floating coat of neat
cement of mix.
203.2
Two Hundred Three
Rupees and Twenty Paise
206459.33
Three Thousand One
Hundred Forty Eight
Rupees and Fifty Five
Paise
3182963.65
7
8
13.7.2
1:4 (1 cement : 4 fine sand).
1016.04
16.86
Providing and laying gang saw cut 18 mm thick, mirror
polished pre moulded and pre polished machine cut
granite stone of required size and shape of approved
shade, colour and texture in footpath, flooring in road side
plazas and similar locations, laid over 20mm thick base of sqm
cement mortar 1:4 (1cement : 4 coarse sand) including
grouting the joints with white cement mixed with matching
pigment, epoxy touch ups etc. complete as per direction of
Engineer-in-Charge.
1010.93 3148.55
1432193.59
271370.51
Page | 49
9
10
10.28
10.3
10.5
11
Providing and fixing stainless steel ( Grade 304) railing
made of Hollow tubes, channels, plates etc., including
welding, grinding, buffing, polishing and making curvature
(wherever required) and fitting the same with necessary
stainless steel nuts and bolts complete, i/c fixing the railing
with necessary accessories & stainless steel dash
fasteners , stainless steel bolts etc., of required size, on
the top of the floor or the side of waist slab with suitable
arrangement as per approval of Engineer-in-charge, ( for
payment purpose only weight of stainless steel
kg
Providing and fixing in position collapsible steel shutters
with vertical channels 20x10x2 mm and braced with flat
iron diagonals 20x5 mm size, with top and bottom rail of T- Sqm
iron 40x40x6 mm, with 40 mm dia steel pulleys, complete
with bolts, nuts, locking arrangement, stoppers, handles,
including applying a priming coat of approved steel primer.
2165
619.4
Six Hundred Nineteen
Rupees and Forty Paise
1341001.00
33.08
5291.3
Five Thousand Two
Hundred Ninety One
Rupees and Thirty Paise
175036.20
12.60
3073.85
Three Thousand Seventy
Three Rupees and Eighty
Five Paise
38730.51
6098.4
385.1
Three Hundred Eighty Five
Rupees and Ten Paise
2348493.84
13
2213.2
Two Thousand Two
Hundred Thirteen Rupees
and Twenty Paise
28771.60
240.68
88.75
Eighty Eight Rupees and
Seventy Five Paise
21360.35
Providing and fixing 1 mm thick M.S. sheet door with frame
of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at Sqm
the junctions and corners, all necessary fittings complete,
including applying a priming coat of approved steel primer.
10.5.1
Using M.S. angels 40x40x6 mm for diagonal braces.
21.1
12
21.1.1
21.1.1.3
21.4
13
Providing and fixing aluminium work for doors, windows,
ventilators and partitions with extruded built up standard
tubular sections/ appropriate Z sections and other sections
of approved make conforming to IS: 733 and IS: 1285,
fixing with dash fasteners of required dia and size,
including necessary filling up the gaps at junctions, i.e. at
top, bottom and sides with required EPDM
rubber/neoprene gasket etc. Aluminium sections shall be
smooth, rust free, straight, mitred and jointed mechanically
wherever required including cleat angle, Aluminium snap
beading for glazing / paneling, C.P. brass / stainless steel
screws, all complete as per architectural drawings and the
directions of Engineer-in-charge. (Glazing, paneling and
dash fasteners to be paid for separately).
For fixed portion.
Polyester powder coated aluminium (minimum thickness of
polyester powder coating 50 micron).
Providing and fixing double action hydraulic floor spring of
approved brand and manufacture conforming to IS : 6315 ,
having brand logo embossed on the body/ plate with
double spring mechanism and door weight upto 125 kg, for
doors including cost of cutting floors ,embeding in floors as each
required and making good the same matching to the
existing floor finishing and cover plates with brass pivot
and single piece M.S. sheet outer box with slide plate etc.
complete as per the direction of Engineer-in-Charge.
21.4.1
With stainless steel cover plate minimum 1.25 mm
thickness.
21.8
Filling the gap in between aluminium frame & adjacent
RCC / Brick / Stone work by providing weather silicon
sealant over backer rod of approved quality as per
architectural drawings and direction of Engineer-in-Charge
complete.
14
21.8.1
kg
Upto 5 mm depth and 5 mm width.
Page | 50
Four Hundred Eighteen
Rupees and Sixty Five
Paise
15
Providing and fixing 100 mm brass locks (best make of
21.13 approved quality) for aluminium doors including necessary each
cutting and making good etc. complete.
16
Providing and fixing 12 mm thick frameless toughened
glass door shutter of approved brand and manufacture,
including providing and fixing top & bottom pivot & spring
21.18 type fixing arrangement and making necessary holes etc. Sqm
for fixing required door fittings, all complete as per
direction of Engineer-incharge (Door handle, lock and
stopper etc.to be paid separately).
Four Thousand Seven
304.92 4746.25 Hundred Forty Six Rupees
and Twenty Five Paise
1447226.55
17
Providing and Fixing 15 mm thick densified tegular edged
eco friendly light weight calcium silicate false ceiling tiles of
approved texture spintone/cosmos / Hexa or equivalent of
size 595 x 595 mm in true horizontal level, suspended on
inter locking metal grid of hot dipped galvanised steel
sections (galvanising @ 120 grams per sqm including both
side) consisting of main 'T' runner suitably spaced at joints
to get required length and of size 24x38 mm made from
0.33 mm thick (minimum) sheet, spaced 1200 mm centre
to centre, and cross "T" of size 24x28 mm made out of
0.33 mm (Minimum) sheet, 1200 mm long spaced between
main'T' at 600 mm centre to centre to form a grid of
1200x600 mm and secondary cross 'T' of length 600 mm
and size 24 x28 mm made of 0.33 mm thick (Minimum)
12.53 sheet to be inter locked at middle of the 1200x 600 mm Sqm
panel to from grid of size 600x600 mm, resting on
periphery walls /partitions on a Perimeter wall angle precoated steel of size(24x24X3000 mm made of 0.40 mm
thick (minimum) sheet with the help of rawl plugs at 450
mm centre to centre with 25 mm long dry wall screws @
230 mm interval and laying 15 mm thick densified edges
calicum silicate ceiling tiles of approved texture (Spintone /
Cosmos/hexa) in the grid, including, cutting/ making
opening for services like diffusers, grills,light fittings,
fixtures, smoke detectors etc., wherever required. Main 'T'
runners to be suspended from ceiling using G.I. slotted
cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm
dia and 50 mm long dash fasteners, 4 mm G.I. adjustable
rods with galvanised steel level clips of size 85 x 30 x 0.8
838.66 1649.15
One Thousand Six
Hundred Forty Nine
Rupees and Fifteen Paise
1383076.14
One Thousand Five
1016.07 1566.7 Hundred Sixty Six Rupees
and Seventy Paise
1591876.87
18
15
418.65
6279.75
Providing and laying Vitrified tiles in floor with different
sizes (thickness to be specified by the manufacturer), with
water absorption less than 0.08% and conforming to
IS:15622 , of approved brand & manufacturer, in all
11.49 colours and shade, laid with cement based high polymer sqm
modified quick set tile adhesive (water based) conforming
to IS : 15477, in average 6 mm thickness, including
grouting of joints (Payment for grouting of joints to be
made separately).
11.49.2 Size of Tile 600 x 600 mm.
Page | 51
19
11.40
Providing and laying rectified Glazed Ceramic floor tiles of
size 300x300 mm or more (thickness to be specified by the
manufacturer) of 1st quality conforming to IS : 15622 of
approved make in all colours, shades, except White, Ivory,
sqm
Grey, Fume Red Brown, laid on 20 mm thick cement
mortar 1:4 (1 Cement : 4 Coarse sand) including pointing
the joints with white cement and matching pigments etc.,
complete.
9.20
Providing and fixing ISI marked flush door shutters
conforming to IS : 2202 (Part I) decorative type, core of
block board construction with frame of 1 st class hard
Sqm
wood and well matched teak 3 ply veneering with vertical
grains or cross bands and face veneers on both faces of
shutters.
20
9.20.1
21
22
35 mm thick including ISI marked Stainless Steel butt
hinges with necessary screws.
Steel work welded in built up sections / framed work,
including cutting, hoisting, fixing in position and applying a
10.25
Kg
priming coat of approved steel primer using structural steel
etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets,
10.25.2
gates and similar works.
Wall painting with acrylic emulsion paint of approved brand
13.60
sqm
and manufacture to give an even shade.
13.60.1 Two or more coats on new work.
23
13.80
13.48
24
25
Providing and applying white cement based putty of
average thickness 1 mm, of approved brand and
sqm
manufacturer, over the plastered wall surface to prepare
the surface even and smooth complete.
Finishing with Deluxe Multi surface paint system for
interiors and exteriors using Primer as per manufacturers
specifications.
Painting Steel work with Deluxe Multi Surface Paint to give
13.48.3 an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm
sqm over an under coat of primer applied @ 0.80 ltr/ 10
sqm of approved brand and manufacture.
80.00
1009.6
One Thousand Nine
Rupees and Sixty Paise
80768.00
33.6
2606.45
Two Thousand Six
Hundred Six Rupees and
Forty Five Paise
87576.72
459.2
90.1
Ninety Rupees and Ten
Paise
41373.92
2751.27
80.5
Eighty Rupees and Fifty
Paise
221477.24
2214.95
89.65
Eighty Nine Rupees and
Sixty Five Paise
198570.27
64.58
88.2
Eighty Eight Rupees and
Twenty Paise
5695.96
Providing and fixing of expansion joint system related with
floor location as per drawings and direction of Engineer-InCharge. The joints system will be of extruded aluminum
base members, self aligning / self centering arrangement
and support plates etc. as per ASTM B221-02. The system
shall be such that it provides floor to floor /floor to wall
expansion control system for various vertical localtion in
load application areas that accommodates multi directional
seismic movement without stress to it’s components.
System shall consist of metal profiles with a universal
aluminum base member designed to accommodate
various project conditions and finish floor treatments. The
5.44 cover plate shall be designed of width and thickness R.M.
required to satisfy projects movement and loading
requirements and secured to base members by utilizing
manufacturer’s pre-engineered self-centering arrangement
that freely rotates / moves in all directions. The Self –
centering arrangement shall exhibit circular sphere ends
that lock and slide inside the corresponding aluminum
extrusion cavity to allow freedom of movement and flexure
in all directions including vertical displacement. Provision
of Moisture Barrier Membrane in the Joint System to have
watertight joint is mandatory requirement all as per the
manufactures design and as approved by Engineer -inCharge . (Material shall confirm to ASTM 6063.)
Page | 52
5.44.1
26
5.45
27
Floor Joint of 100 mm gap
31.54
Six Thousand Three
6358.55 Hundred Fifty Eight Rupees
and Fifty Five Paise
16.6
5080.9
Providing and fixing of expansion joint system related with
wall joint (internal/ external) location as per drawings and
direction of Engineer-In- Charge. The joints shall be of
extruded aluminum base members, self aligning /
centering arrangement and support plates as per ASTM
B221- 02. The material shall be such that it provides an
Expansion Joints System suitable for vertical wall to wall/
wall to corner application, both new and existing R.M.
construction in office Buildings & complexes with no
slipping down tendency amongst the components of the
Joint System. The Joint System shall utilize light weight
aluminum profiles exhibiting minimal exposed aluminum
surfaces mechanically snap locking the multicellular to
facilitate movement. (Material shall confirm to ASTM
6063.)
5.45.1
Wall Joint of 100 mm gap
5.38 A
Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level
cum
for each four floors or part thereof.
515.99
for brick masonry
261.18
B
Part B - Sanitary Work
17.3
28
17.3.1
29
17.4
W.C. pan with ISI marked white solid plastic seat and lid.
Range of four urinal basins with 10 litre white P.V.C.
automatic flushing cistern.
17.6
Providing and fixing one piece construction white vitreous
china squatting plate with an integral longitudinal flushing
pipe, white PVC. automatic flushing cistern, with fittings,
standard size G.I. / PVC flush pipe for back and front flush
with standard spreader pipes with fittings, G.I clamps and
C.P. brass coupling complete, including painting of fittings
and cutting and making good the walls and floors etc.
wherever required.
17.6.4
84342.94
89885.458
143218.053
each
8
4784.6
Four Thousand Seven
Hundred Eighty Four
Rupees and Sixty Paise
38276.80
8
6510.6
Six Thousand Five
Hundred Ten Rupees and
Sixty Paise
52084.80
2
10045.4
Ten Thousand Forty Five
Rupees and Forty Paise
20090.80
2
12225.1
Twelve Thousand Two
Hundred Twenty Five
Rupees and Five Paise
24450.10
Providing and fixing white vitreous china flat back or wall
corner type lipped front urinal basin of 430x260x350 mm
and 340x410x265 mm sizes respectively with automatic
flushing cistern with standard flush pipe and C.P. brass each
spreaders with brass unions and G.I clamps complete,
including painting of fittings and brackets, cutting and
making good the walls and floors wherever required.
17.4.4
31
Five Thousand Eighty
Rupees and Ninety Paise
One Hundred Seventy Four
174.2
Rupees and Twenty Paise
Five Hundred Forty Eight
548.35
Rupees and Thirty Five
Paise
Providing and fixing white vitreous china pedestal type
water closet (European type) with seat and lid, 10 litre low
level white vitreous china flushing cistern & C.P. flush bend
with fittings & C.l.brackets, 40 mm flush bend, overflow
arrangement with specials of standard make and mosquito
proof coupling of approved municipal design complete,
including painting of fittings and brackets, cutting and
making good the walls and floors wherever required.
Providing and fixing vitreous china dual purpose closet
suitable for use as squatting pan or European type water
closet (Anglo Indian W.C. pan) with seat & lid fixed with
C.P. brass hinges and rubber buffers, 10 litre low level
flushing cistern with fittings and brackets, 40 mm flush
17.68
bend, 20 mm over flow pipe, with specials of standard
make and mosquito proof coupling of approved municipal
design complete, including painting of fittings and
brackets, cutting and making good the walls and floors
wherever required.
White vitreous china dual purpose WC pan with white solid
17.68.1 plastic seat and lid with white vitreous china flushing each
cistern and C.P. flush bend.
30
200548.667
Range of four squatting plates with 10 litre PVC automatic
each
flushing cistern.
Page | 53
17.7
32
White Vitreous China Surgeon type wash basin of size
660x460 mm with a pair of 15 mm C.P. brass pillar taps each
with elbow operated levers.
Providing and fixing 100 mm sand cast Iron grating for
each
gully trap.
Providing and fixing mirror of superior glass (of approved
quality) and of required shape and size with plastic
moulded frame of approved make and shade with 6 mm
thick hard board backing.
28
29.5
each
8
1332.45
One Thousand Three
Hundred Thirty Two
Rupees and Forty Five
Paise
10659.60
each
20
415.9
Four Hundred Fifteen
Rupees and Ninety Paise
8318.00
90
859
Eight Hundred Fifty Nine
Rupees
77310.00
90
791.3
Seven Hundred Ninety One
Rupees and Thirty Paise
71217.00
17.36.1 75 mm dia pipe.
90
65.7
17.36.2 100 mm dia pipe
90
77.4
each
15
385.7
Three Hundred Eighty Five
Rupees and Seventy
Paise
5785.50
each
15
318.5
Three Hundred Eighteen
Rupees and Fifty Paise
4777.50
each
28
1020.9
One Thousand Twenty
Rupees and Ninety Paise
28585.20
17.65.1 100 mm diameter pipe.
90
38.65
17.65.2 75 mm diameter pipe.
90
29.5
8
228.85
17.29
34
17.32.4 Rectangular shape 1500x450 mm.
17.34
36
37
17.35 Providing and fixing soil, waste and vent pipes.
17.35.1 100 mm dia.
Centrifugally cast (spun) iron socket & spigot (S&S) pipe
Mtr.
17.35.1.2
as per IS: 3989.
17.35.2 75 mm diameter.
17.35.2.2
826.00
Providing and fixing toilet paper holder.
17.34.1 C.P. brass.
17.36
38
60992.80
3812.05
17.32
35
Three Thousand Eight
Hundred Twelve Rupees
and Five Paise
Twenty Nine Rupees and
Fifty Paise
16
17.7.8
33
Providing and fixing wash basin with C.I. brackets, 15 mm
C.P. brass pillar taps,32 mm C.P. brass waste of standard
pattern, including painting of fittings and brackets, cutting
and making good the walls wherever require.
Centrifugally cast (spun) iron socketed pipe as per IS:
3989.
Mtr
Providing and filling the joints with spun yarn, cement
slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in Mtr.
S.C.I. / C.I. Pipes.
Sixty Five Rupees and
Seventy Paise
Seventy Seven Rupees
and Forty Paise
5913.00
6966.00
Providing and fixing bend of required degree with access
door, insertion rubber washer 3 mm thick, bolts and nuts
complete.
17.38.1 100 mm dia.
17.38
39
17.38.1.2 Sand cast iron S&S as per IS - 3989.
17.38.2 75 mm dia.
17.38.2.2 Sand cast iron S&S as per IS- 3989.
40
Providing and fixing trap of self cleansing design with
screwed down or hinged grating with or without vent arm
17.60
complete, including cost of cutting and making good the
walls and floors.
17.60.2 100 mm inlet and 75 mm outlet.
17.60.2.1 Sand cast iron S&S as per IS - 3989.
17.65
41
42
17.71
Painting sand cast iron / centrifugally cast (spun) iron soil,
waste vent pipes and fittings with two coats of synthetic
enamel paint of any colour such as chocolate grey, or buff Mtr.
etc. over a coat of primer (of approved quality) for new
work.
Providing and fixing PTMT liquid soap container 109 mm
wide, 125 mm high and 112 mm distance fromwall of
standard shape with bracket of the same materials with each
snap fittings of approved quality and colour, weighing not
less than 105 gms.
Thirty Eight Rupees and
Sixty Five Paise
Twenty Nine Rupees and
Fifty Paise
Two Hundred Twenty Eight
Rupees and Eighty Five
Paise
3478.50
2655.00
1830.80
Page | 54
43
44
Providing and fixing white vitreous china battery based
infrared sensor operated urinal of approx. size 610 x 390 x
370 mm having pre & post flushing with water ( 250 ml &
17.80 500 ml consumption), having water inlet from back side, each
including fixing to wall with suitable brackets all as per
manufacturers specification and direction of Engineer-incharge.
Providing and fixing G.I. pipes complete with G.I. fittings
18.10 and clamps, including cutting and making good the walls
etc. Internal work - Exposed on wall.
16
Sixteen Thousand Seven
Hundred Twenty Four
16725
Rupees and Ninety Five
Paise
267599.20
18.10.1 15 mm dia nominal bore.
R. M.
90
215.1
Two Hundred Fifteen
Rupees and Ten Paise
19359.00
18.10.3 25 mm dia nominal bore.
R. M.
140
304.15
Three Hundred Four
Rupees and Fifteen Paise
42581.00
18.15 Providing and fixing brass bib cock of approved quality.
each
20
304.15
Three Hundred Four
Rupees and Fifteen Paise
6083.00
20
260.6
Two Hundred Sixty Rupees
and Sixty Paise
5212.00
8
Four Hundred Twenty Eight
428.85 Rupees and Eighty Five
Paise
3430.80
45
18.15.1 15 mm nominal bore.
18.16 Providing and fixing brass stop cock of approved quality.
each
46
18.16.1 15 mm nominal bore.
18.17
Providing and fixing gun metal gate valve with C.I. wheel of
each
approved quality (screwed end).
47
18.17.1 25 mm nominal bore.
Total
Amount for Two floor 7th and 8th floor 24801607.13*2 =
24801607.13
49603214.26
Page | 55
PROPOSED DISTRICT BUSINESS CENTRE, KANKAR KHERA, MEERUT
PART - B, G-SCHEDULE "CONSTRUCTION OF MAIN BUILDING"
B - 9 Terrace
CPWD
S.
DSR item
No.
reference
1
Item
Providing and laying in position machine batched and machine
mixed design mix M-30 grade cement concrete for reinforced
cement concrete work, using cement content as per approved
design mix, including pumping of concrete to site of laying but
5.33.2 /
excluding the cost of centering, shuttering, finishing and cum
5.34.1
reinforcement, including admixtures in recommended proportions
as per IS: 9103 to accelerate, retard setting of concrete, improve
workability without impairing strength and durability as per
direction of Engineer-in-charge. Above plinth level upto V floor
5.22A
2
5.9
151.80
Mt
453.25
5.9.5
Beams
174.72
5.9.3
Slab
174.2
5.9.2
Vertical wall
507.78
6.13
13.5
13.7
With F.P.S. (non modular) bricks.
98.54
Half brick masonry with common burnt clay F.P.S. (non modular)
bricks of class designation 7.5 in superstructure above plinth sqm
level up to floor V level.
15 mm cement plaster on rough side of single or half brick wall of
mix.
1:6 (1 cement : 6 coarse sand).
61678.26
58033.25
69967.43
183207.02
33.2
Five Thousand Four
Hundred Eighty Three
5483.55
Rupees and Fifty Five
Paise
Six Hundred Sixty Five
665.45 Rupees and Forty Five
Paise
540349.02
22092.94
882.32
183.45
One Hundred Eighty
Three Rupees and
Forty Five Paise
161861.60
sqm
570.33
217.15
Two Hundred
Seventeen Rupees
and Fifteen Paise
123847.16
882.32
80.5
Eighty Rupees and
Fifty Paise
71026.76
5570.5
Five Thousand Five
Hundred Seventy
Rupees and Fifty
Paise
1586366.99
12 mm cement plaster finished with a floating coat of neat
cement of mix.
1:3 (1 cement : 3 fine sand).
13.60
Wall painting with acrylic emulsion paint of approved brand and
sqm
manufacture to give an even shade.
13.60.1 Two or more coats on new work on perapet
9
1225800.00
sqm
13.7.1
22.14
1076421.39
Brick work with common burnt clay machine moulded perforated
bricks of class designation 12.5 conforming to IS: 2222 in
cum
superstructure above plinth level up to floor five level in cement
mortar 1:6 (1 cement : 6 coarse sand).
7
8
Sixty Eight Thousand
One Hundred Rupees
Four Hundred Fifty
Three Rupees and
Twenty Five Paise
Three Hundred Thirty
332.15
Two Rupees and
Fifteen Paise
Four Hundred One
401.65 Rupees and Sixty Five
Paise
Three Hundred Sixty
360.8
Rupees and Eighty
Paise
6
13.5.2
Amount
Centering and shuttering including strutting, propping etc. and
Sqm
removal of form for.
136.08
6.3.1
Rate (in words)
Seven Thousand
7091.05 Ninety One Rupees
and Five Paise
68100
Coloumn size
4
Rate
18
5.9.6
6.3
5
Qty.
Steel reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all complete
above plinth level.
5.22A.6 Thermo-Mechanically Treated bars.
3
Unit
Grading roof for water proofing treatment with
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
22.14.1
stone aggregate 20 mm nominal size)
cum
284.78
Page | 56
10
Crazy ceramic tile flooring, with under layer 12 mm thick cement
mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5
mm, including filling the gaps with ordinary cement mixture &
11.44 mixing with synthetic polyester fibre, triangular in shape having sqm 2847.81
specific gravity of 1.34 to 1.40, cross section size ranging from
10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams
per 50 kg of cement in cement mortar, including providing and
mixing water proofing material in mortar @ 1 kg per 50 kg of
cement , all complete as per direction of Engineer in charge.
Providing and fixing in position pre-cast R.C.C. manhole cover
19.19
and frame of required shape and approved quality.
19.19.1 L D - 2.5.
467
Four Hundred Sixty
Seven Rupees
4
1131.7
One Thousand One
Hundred Thirty One
Rupees and Seventy
Paise
4526.80
16
323.7
Three Hundred
Twenty Three Rupees
and Seventy Paise
5179.20
3.78
2906.65
Two Thousand Nine
Hundred Six Rupees
and Sixty Five Paise
10987.14
In stringers, treads, landings etc. of stair cases, including use of
kg.
chequered plate wherever required, all complete.
130
75.3
Seventy Five Rupees
and Thirty Paise
9789.00
10.28
Providing and fixing stainless steel ( Grade 304) railing made of
Hollow tubes, channels, plates etc., including welding, grinding,
buffing, polishing and making curvature (wherever required) and
fitting the same with necessary stainless steel nuts and bolts
complete, i/c fixing the railing with necessary accessories &
stainless steel dash fasteners , stainless steel bolts etc., of
required size, on the top of the floor or the side of waist slab with
suitable arrangement as per approval of Engineer-in-charge, ( for
payment purpose only weight of stainless steel
608
619.4
Six Hundred Nineteen
Rupees and Forty
Paise
376595.20
10.3
Providing and fixing in position collapsible steel shutters with
vertical channels 20x10x2 mm and braced with flat iron diagonals
20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm,
Sqm
with 40 mm dia steel pulleys, complete with bolts, nuts, locking
arrangement, stoppers, handles, including applying a priming
coat of approved steel primer.
19.25
5291.3
Five Thousand Two
Hundred Ninety One
Rupees and Thirty
Paise
101857.53
13.48
Finishing with Deluxe Multi surface paint system for interiors and
sqm
exteriors using Primer as per manufacturers specifications.
44.51
88.2
Eighty Eight Rupees
and Twenty Paise
3925.78
500
143.1
One Hundred Forty
Three Rupees and
Ten Paise
71550.00
11
19.19.1.1
19.17
12
each
Rectangular shape 600x450 mm internal dimensions.
Replacement of M.S. foot rests in manholes including
dismantling concrete blocks and fixing with 20x20x10 cm cement
each
concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size).
19.17.1
10.5
13
With 20x20 mm square bar.
Providing and fixing 1 mm thick M.S. sheet door with frame of
40x40x6 mm angle iron and 3 mm M.S. gusset plates at the
sqm
junctions and corners, all necessary fittings complete, including
applying a priming coat of approved steel primer.
10.5.2
Using flats 30x6 mm for diagonal braces and central cross piece.
10.25
14
10.25.1
15
16
17
18
1329927.27
Steel work welded in built up sections / framed work, including
cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer using structural steel etc. as required.
kg
Painting Steel work with Deluxe Multi Surface Paint to give an
even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over
13.48.3
an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved
brand and manufacture.
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 stone aggregate 10 mm and down gauge)
12.21
including finishing with cement mortar 1:3 (1 cement : 3 fine
sand) as per standard design.
12.21.1
R.M.
In 75x75 mm deep chase.
Page | 57
Making khurras 45x45 cm with average minimum thickness of 5
cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
19 12.22 stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 each
mx1 mx400 micron, finished with 12 mm cement plaster 1:3 (1
cement : 3 coarse sand) and a coat of neat cement, rounding the
edges, making and finishing the outlet complete.
Providing and fixing on wall face unplasticised-PVC moulded
fittings / accessories for unplasticised Rigid PVC rain water pipes
12.42 conforming to IS : 13592 Type A, including jointing with seal ring each
conforming to IS : 5382, leaving 10 mm gap for thermal
expansion.
12.42.5 Bend 87.5°.
20
12.42.5.2
110 mm bend.
12.42.6 Shoe (Plain).
12.42.6.2
23
One Hundred Eighty
186.65 Six Rupees and Sixty
Five Paise
4292.95
8
One Hundred Sixty
161.55 One Rupees and Fifty
Five Paise
1292.40
8
Two Hundred Ninety
295.1 Five Rupees and Ten
Paise
2360.80
Thirty Eight Rupees
and Sixty Five Paise
44447.50
110 mm Shoe.
21
Painting sand cast iron / centrifugally cast (spun) iron soil, waste
17.65 vent pipes and fittings with two coats of synthetic enamel paint of
any colour such as chocolate grey, or buff etc. over a coat of
primer (of approved quality) for new work.
17.65.1
100 mm diameter pipe.
R.M. 1150
Total
38.65
7147383.39
Page | 58
PROPOSED DISTRICT BUSINESS CENTRE, KANKAR KHERA, MEERUT
PART - B, G-SCHEDULE "CONSTRUCTION OF MAIN BUILDING"
B - 10 Electrification
S. No.
Rate
Rate (in words)
Basement
300.00
718
Seven
Hundred
Eighteen
Rupees
GF
412.00
718
First Floor
269.00
718
Second Floor
269.00
718
Third Floor
213.00
718
Fourth Floor
532.00
718
Fifth Floor
372.00
718
Sixth Floor
372.00
718
Seventh Floor
137.00
718
Eighth Floor
137.00
718
Roof
40.00
718
Misc
40.00
718
Basement
30
90
Ninety Rupees
2700
GF
124
90
Ninety Rupees
11160
First
71
90
Ninety Rupees
6390
1
PVC Insulated wiring in PVC Conduit
a
Wiring for light point/ fan point/ exhaust fan point/ call bell point
with 1.5 sq.mm FRLS PVC insulated copper conductor single
core cable in surface / recessed medium class PVC conduit,
with modular switch, modular plate, suitable GI box and
earthing the point with 1.5 sq.mm. FRLS PVC insulated copper
conductor single core cable etc. as required.
b
Amount
Qty.
Unit
Item
Nos
Seven
Hundred
Eighteen
Rupees
Seven
Hundred
Eighteen
Rupees
Seven
Hundred
Eighteen
Rupees
Seven
Hundred
Eighteen
Rupees
Seven
Hundred
Eighteen
Rupees
Seven
Hundred
Eighteen
Rupees
Seven
Hundred
Eighteen
Rupees
Seven
Hundred
Eighteen
Rupees
Seven
Hundred
Eighteen
Rupees
Seven
Hundred
Eighteen
Rupees
Seven
Hundred
Eighteen
Rupees
215400
295816
193142
193142
152934
381976
267096
267096
98366
98366
28720
28720
Wiring of 3 pin 5 amp. Light plug point with 1.5 sq. mm nominal
size FR PVC insulated unsheathed flexible copper conductor
1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated
unsheathed flexible copper earth conductor 1.1 kV
grade(IS:694) of approved make in surface / recessed ISI
marked MMS ( IS:9537 P - III ) PVC conduit & it's accessories,
18 SWG 175 mm x 100 mm x 60 mm M.S. box with earth
terminal, 6 A switch, 6 A socket, 3.0 mm thick ISI marked
phenolic laminated sheet, zinc plated / brass screws, cup
washers, making connections, testing etc. as required.
Page | 59
Second
71
90
Ninety Rupees
6390
Third
28
90
Ninety Rupees
2520
Fourth
164
90
Ninety Rupees
14760
Fifth
102
90
Ninety Rupees
9180
Sixth
102
90
Ninety Rupees
9180
Seventh
40
90
Ninety Rupees
3600
Eighth
40
90
Ninety Rupees
3600
Roof
10
90
Ninety Rupees
900
Misc
10
90
Ninety Rupees
900
2
Drawing of Wires and Submains
a
Wiring for circuit/ submain wiring alongwith earth wire with the
following sizes of FRLS PVC insulated copper conductor,
single
core cable in surface/ recessed PVC conduit as required
One Hundred
Thirty One
Rupees
One Hundred
Sixty Two
Rupees
2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
Mtr.
30030
131
2 X 4 sq. mm + 1 X 4 sq. mm earth wire
Mtr.
36800
162
b
Supplying and fixing of power plug point accessories on
18 SWG metal box of size 175 x 100 x 60 mm. on surface or
in recessed with suitable size phenolic laminated sheet
cover including cost of 6 pin 16 amp. Switch and socket
outlet, making connection, testing, etc. as required.
Nos
710
235
c
Supplying and fixing of following sizes of medium class PVC
32 MM
Mtr.
10000
85
25 MM
Mtr.
12000
65
Nos
2100
151
One Hundred
Fifty One
Rupees
317100.0
6 A to 32 A rating
Nos
2
918
Nine Hundred
Eighteen
Rupees
1836.0
40 A 63 A rating
Nos
300
1378
One Thousand
Three Hundred
Seventy Eight
Rupees
413400.0
1679.4
One Thousand
Six Hundred
Seventy Nine
Rupees and
Forty Paise
376185.6
Two Hundred
Thirty Five
Rupees
3933930
5961600
166850.0
conduit along with accessories in surface/recess including
cutting
the wall and making good the same in case of recessed
conduit as
required.
3
a
Eighty Five
Rupees
Sixty Five
Rupees
850000
780000
Distribution Board & it's Accessories
P&F 240/415 V AC MCB with positive isolation of breaking
capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI
marked IS 8828(1996)]/ conforming to IEC 60898 in existing
board/sheets including making connections, testing etc. as
required.
Single pole MCB
6 A to 32 A rating
Four pole MCB
b
P&F Recessed/ Surface mounting heavy duty horizontal type
sheet steel Distribution board phophatised/ powder painted
complete with suitable rating insulated copper bus bar, shorting
link, neutral link, earth link and din bar, masking sheet,
conforming to IS13032 & IS8623 including making internal DB
terminations with copper lugs, testing etc. as required.
4 way (4+12), TPN, MCB DB, double door, horizontal type
Nos
224
Page | 60
8 way (4+24), TPN, MCB DB, double door, horizontal type
c
Nos
28
2517
Two Thousand
Five Hundred
Seventeen
Rupees
70476.0
4730
Four Thousand
Seven
Hundred Thirty
Rupees
9460.0
P&F recessed/ surface mounting heavy duty Vertical type 16
SWG sheet steel Distribution board with provision of incomer
suitable for MCCB and SP / TP MCB as outgoing,
phophatised, powder painted complete with insulated suitable
rating copper bus bar, neutral link, earth link and din bar,
masking sheet & conforming to IS13032 & IS8623 including
making internal DB terminations with copper lugs, testing etc.
as required.
Single door with Provision of Incomer MCCB 100/ 125 A
Rating
8 Way
Nos
2
Single door with Provision of incomer MCCB 200/ 250 A
Rating
d
Seven
Thousand
Eight Hundred
Fifty Four
Rupees
Eight
Thousand
Seven
Hundred Fifty
Six Rupees
8 Way
Nos
5
7854
12 Way
Nos
1
8756
125 Amp , 25 kA, adjustable O/L & fixed S/C setting, Ics = 100
% Icu
Nos
2
7800
Seven
Thousand
Eight Hundred
Rupees
15600.0
200 Amp, 25/35kA, adjustable O/L & fixed S/C setting, Ics =
100 % Icu
Nos
4
16210
Sixteen
Thousand Two
Hundred Ten
Rupees
64840.0
250 Amp, 35 kA, adjustable O/L & fixed S/C setting, Ics = 100
% Icu
Nos
2
18989
Eighteen
Thousand Nine
Hundred Eighty
Nine Rupees
37978.0
39270.0
8756.0
SITC of quick make and quick break 4 POLE current limiting
MCCB having following current rating, short circuit breaking
capacity at 440/415 V, 50 Hz; O/L & S/C settings and
conforming to IS 60947-2 / IEC 60947-2 with front face and
centralised adjustable, line load interchangeability, having
positive isolation capability, push ( test ) to trip , including
making connections with lugs & spreaders, etc. as required.
With Thermal Magnetic release
4
LT Panels & Accessories
Interconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper
wires (up to 125 amp ) and by solid bus bar (>125 amp ) . All joints / interconnections of copper bus bar shall be
Note - 1 dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of
bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of
phase bus bar.
a
SITC of wall/ free standing floor mounted dust and vermin
proof compartmentalised cubical panel made out of CRCA
sheet , required hardware ,duly treated for derusting in 7 tank
process with dephosphating and with powder coating on both
side of panel in desired shade The panel having PU/
Neoprene rubber gasket of not less than 3mm thickness ,
separate detachable gland plate M.S. base channel ,hinged
door with locking arrangement for equipment/switchgear .
Thickness of sheet shall not be less than 1.6 mm up to 600
mm length / width of any compartment and be of 2.0 mm
above 600 mm. Load bearing structure shall be of 2.0 mm
thick sheet supported by base M.S. channel if required . Side
walls and cable alley compartments having bolted type doors
with / without detachable extension type structure. (only outer
area on all sides shall be measured & panel to be fabricated
from CPRI approved fabricator)
Nos
230
2752
Two Thousand
Seven
Hundred Fifty
Two Rupees
632960.0
Page | 61
b
Supplying and fixing of Aluminium bus bar by means of SMC /
DMC type insulator, high tensile nuts and bolts spring washers
in existing panel including bending , cutting in required shape
and size and colour coding with heat shrinkable PVC sleeves.
Kg
210
420
Four Hundred
Twenty
Rupees
88200.0
Nos
48
398
Three Hundred
Ninety Eight
Rupees
19104.0
Nos
16
1100
One Thousand
One Hundred
Rupees
17600.0
Below 500 A
Nos
14
1100
One Thousand
One Hundred
Rupees
15400.0
Above 500 A
Nos
2
1375
One Thousand
Three Hundred
Seventy Five
Rupees
2750.0
Red/yellow/Green colour
Nos
16
150
Blue colour
Nos
16
250
3.3 KV, 2 mm thick with proof voltage 10 KV / 3 min. and
SQ.Mtr.
Break Down Voltage 30 KV
36
1800
One Thousand
Eight Hundred
Rupees
64800.0
11 KV, 2.5 mm thick with proof voltage 22 KV / 3 min. and
SQ.Mtr.
Break Down Voltage 45 KV
3
2300
Two Thousand
Three Hundred
Rupees
6900.0
Electrolytic grade Aluminium bus bar
c
SF of Current Transformer , with all necessary support in
existing panel including connection etc. as required .
from 200 / 5 to 400/5 Ratio , 10 VA , class 0.5 accuracy
d
SF of (0-500) V range Volt meter on existing panel , making
connection by PVC insulated copper conductor with PVC
sleeves / channel etc. as required.
Digital type
e
SF of CT operated direct reading type Ampere meter on
existing panel , making connection by PVC insulated copper
conductor with PVC sleeves / channel etc. as required.
Digital type
f
g
h
SF of 110/220 V, LED (22.5 mm dia ) Indicating lamp with
integral circuit, terminal block, including connection etc. as
required.
2400.0
4000.0
S & F of Electrical insulating rubber matts confirming to IS:
15652 / 2006 with one side anti skid abberation marks and
pasting the mat with synthetic rubber adhesive as required.
P & F of ac operated heavy duty 230 /440 Volt power
contactor conforming to IS:13947-4-1/IEC:947-4-1 having
provision of mechanical interlocking, auuxilary contacts, Din rail
mounting type including making connections, testing etc. as
required.
4 pole Power contactors with following AC 1 Rating
500 Amp
i
One Hundred
Fifty Rupees
Two Hundred
Fifty Rupees
nos
4
42700
Forty Two
Thousand
Seven
Hundred
Rupees
nos
16
2978
Two Thousand
Nine Hundred
Seventy Eight
Rupees
170800.0
P&F of IP51 direct or CT operated, 1x240 / 3x240 volts , 50 Hz
static watt-hour meter (kwh) having resolution 0.1 / 0.01 kwh ,
1/ 0.5 accuracy class , LED indicators for tamper operation (
Reverse &/or earth connection) , pulsating LED indicator for
meterology, electromechanical counter , LCD Display, cover
plate for body and terminal sealing , including making
connection, testing etc. as required.
up to 60 ampere three phase meter
47648.0
Page | 62
Four pole MCB
j
6 A to 32 A rating
nos
2
918
Nine Hundred
Eighteen
Rupees
1836.0
40 A- 63 A rating
nos
300
1378
One Thousand
Three Hundred
Seventy Eight
Rupees
413400.0
Mtr
4460
46
Forty Six
Rupees
205160.0
281250.0
Wire in panels
Supplying and drawing FR PVC insulated & unsheathed
flexible copper conductor ISI marked (IS:694) of 1.1 kV grade
and approved make in existing surface or recessed
conduit/casing capping including making connections etc. as
required.
1 x 6.0 sq.mm
AMF Panel
k
SITC of Auto main failure (AMF) Panel fabricated from CRCA
sheet steel 2 mmThick , Powder coated finish , Engine Start &
Stop commands, control Relays , selector switches for
Ammeter & Voltmeter, Ammeter & Voltmeter , Control & Power
Contactors, Timers, Electronic Hooter ,Visual & Alarm
indication for faults, UPS, operator interface panel complete in
all respect suitable for following capacity DG sets:
Electro-Mechanical Relay Based
nos
2
140625
One lakh Forty
Thousand Six
Hundred
Twenty Five
Rupees
125 Amp , 25 kA, adjustable O/L & fixed S/C setting, Ics = 100
% Icu
nos
3
7800
Seven
Thousand
Eight Hundred
Rupees
23400.0
160 Amp, 25 kA, adjustable O/L & fixed S/C setting, Ics = 100
% Icu
nos
1
9095
Nine Thousand
Ninety Five
Rupees
9095.0
200 Amp , 25/35kA, adjustable O/L & fixed S/C setting, Ics =
100 % Icu
nos
4
16210
Sixteen
Thousand Two
Hundred Ten
Rupees
64840.0
250 Amp , 35 kA, adjustable O/L & fixed S/C setting, Ics = 100
% Icu
nos
2
18989
Eighteen
Thousand Nine
Hundred Eighty
Nine Rupees
37978.0
23821
Twenty Three
Thousand
Eight Hundred
Twenty One
Rupees
333494.0
62370.0
200 to 500 KVA
l
SITC of quick make and quick break 4 POLE current limiting
MCCB having following current rating, short circuit breaking
capacity at 440/415 V, 50 Hz; O/L & S/C settings and
conforming to IS 60947-2 / IEC 60947-2 with front face and
centralised adjustable, line load interchangeability, having
positive isolation capability, push ( test ) to trip , including
making connections with lugs & spreaders, etc. as required.
With Thermal Magnetic release
400 Amp ,35 kA, adjustable O/L & adjustable S/C setting, Ics =
100 % Icu
nos
14
630 Amp , 35/50 kA, adjustable O/L & adjustable S/C setting,
Ics = 100 % Icu
nos
2
31185
Thirty One
Thousand One
Hundred Eighty
Five Rupees
Extended Rotary Handle
nos
25
2041
Two Thousand
Forty One
Rupees
51025.0
Mechanical Interlocking kit
nos
2
5259
Five Thousand
Two Hundred
Fifty Nine
Rupees
10518.0
Page | 63
nos
1
21037
Twenty One
Thousand
Thirty Seven
Rupees
21037.0
Mtr
8994
170.0
One Hundred
Seventy
Rupees
1528980.0
Mtr
7697
178.0
One Hundred
Seventy Eight
Rupees
1370066.0
Mtr
3213
208.0
Two Hundred
Eight Rupees
668304.0
Mtr
3730
252.0
Two Hundred
Fifty Two
Rupees
939960.0
Mtr
265
299.0
Two Hundred
Ninety Nine
Rupees
79235.0
Mtr
300
917.0
Nine Hundred
Seventeen
Rupees
275100.0
Mtr
1050
1127.0
One Thousand
One Hundred
Twenty Seven
Rupees
1183350.0
Mtr
180
1367.0
One Thousand
Three Hundred
Sixty Seven
Rupees
246060.0
3.5 x 25.0 sq.mm
Nos
64
247
3.5 x 35.0 sq.mm
Nos
74
270
3.5 x 50.0 sq.mm
Nos
6
342
Three Hundred
Forty Two
Rupees
2052
3.5 x 185.0 sq.mm
Nos
8
784
Seven
Hundred Eighty
Four Rupees
6272
3.5 x 240.0 sq.mm
Nos
20
969
Nine Hundred
Sixty Nine
Rupees
19380
3.5 x 300.0 sq.mm
Nos
4
1086
One Thousand
Eighty Six
Rupees
4344
4 x 16.0 sq.mm
Nos
156
245
Two Hundred
Forty Five
Rupees
Motor mechanism for 630A MCCB (240V, 50Hz)
5
a
LT Cable
P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of
1.1 KV grade with aluminium conductor of IS:1554 P-I / IS
:7098 P - I of Group 1 of approved make in ground as per
IS:1255 including excavation of 30cmx75cm size trench, 25 cm
thick under layer of sand,IInd class bricks covering, refilling
earth,compaction of earth, making necessary connection,
testing etc. as required of size.
10.0 Sq.mm
4 core
16.0 Sq.mm
4 core
25.0 Sq.mm
3.5 core
35.0 Sq.mm
3.5 core
50.0 Sq.mm
3.5 core
185.0 Sq.mm
3.5 core
240.0 Sq.mm
3.5 core
300.0 Sq.mm
3.5 core
6
LT Cable Termination & Accessories
a
Supplying and making end termination with brass compression
gland and aluminium lugs for following size of PVC insulated
and
PVC sheathed / XLPE aluminium conductor cable of 1.1 KV
grade
as required.
Two Hundred
Forty Seven
Rupees
Two Hundred
Seventy
Rupees
15808
19980
38220
Page | 64
Nos
202
193
One Hundred
Ninety Three
Rupees
38986
600mm x 62.5mm x 2.0mm
Mtr
20
1445
One Thousand
Four Hundred
Forty Five
Rupees
28900
750mm x 62.5mm x 2.0mm
Mtr
20
1875
One Thousand
Eight Hundred
Seventy Five
Rupees
37500
900mm x 62.5mm x 2.0mm
Mtr
20
2006
Two Thousand
Six Rupees
40120
900mm x 75mm x 2.0mm
Mtr
60
2038
Two Thousand
Thirty Eight
Rupees
122280
Mtr
150
983.0
Nine Hundred
Eighty Three
Rupees
147450.0
4 set
5000.0
Five Thousand
Rupees
20000.0
10 set
6500.0
Six Thousand
Five Hundred
Rupees
65000.0
Nos
8
9292
Nine Thousand
Two Hundred
Ninety Two
Rupees
74336
Nos
22
4090
Four Thousand
Ninety Rupees
89980
4 x 10.0 sq.mm
b
Supplying and installing following size of perforated pre-painted
M.S. cable trays with perforation not more than 17.5%, in
convenient sections, joined with connectors, suspended from
the
ceiling with M.S. suspenders including bolts & nuts, painting
suspenders etc as required.
7
H T Cables & Termination Kits
a
P & Laying XLPE insulated IS:7098/II/85 of Group1 and
approved make H.T.cable for working voltage 11 K.V.Earthed
direct in ground including excavation of 30cmx100cm size
trench, 25cm layer of river sand, IInd class bricks covering,
refilling earth, compaction of earth, making necessary
connection testing etc.as required of size.
3 core 120.0 Sq.mm
b
Providing & making heat shrinkable type indoor/outdoor/straight
through terminations/joint kit of Group1 and approved make
suitable for XLPE insulated 11 KV / 33 KV cable, with required
components, prepration of cable ends,testing etc. as required
of following sizes .
11 KV End Termination Kit Indoor type
3 core 120/150/185/225 Sq.mm
11 KV End Termination Kit Outdoor type
3 core 120/150/185/225 Sq.mm
8
a
Earthing
Earthing with copper earth plate 600 mm X 600 mm X 3 mm
thick
including accessories, and providing masonry enclosure with
cover plate having locking arrangement and watering pipe of
2.7
metre long etc. with charcoal/ coke and salt as required.
b
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick
including accessories, and providing masonry enclosure with
cover plate having locking arrangement and watering pipe of
2.7
metre long etc. with charcoal/ coke and salt as required.
c
Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre
below ground as strip earth electrode, including connection/
Page | 65
terminating with nut, bolt, spring, washer etc. as required.
(Jointing
shall be done by overlapping and with 2 sets of brass nut bolt &
spring washer spaced at 50mm)
d
Mtr
120
753
Seven
Hundred Fifty
Three Rupees
90360
Mtr
440
109
One Hundred
Nine Rupees
47960
Nos
6
764
Seven
Hundred Sixty
Four Rupees
4584
mtr
210
406
Four Hundred
Six Rupees
85260
Nos
3
9292
Nine Thousand
Two Hundred
Ninety Two
Rupees
27876
Nos
2
1060400.0
Ten lakh Sixty
Thousand Four
Hundred
Rupees
2120800.0
50625.0
Fifty
Thousand Six
Hundred
Twenty Five
Rupees
101250.0
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre
below
ground as strip earth electrode, including connection/
terminating
with G.I. nut, bolt, spring, washer etc. as required. (Jointing
shall
be done by overlapping and with 2 sets of G.I. nut bolt & spring
washer spaced at 50mm)
9
a
Lightning Arrester
Providing and fixing of lightning conductor finial, made of 25
mm
dia 300 mm long, copper tube, having single prong at top, with
85
mm dia 3 mm thick copper base plate including holes etc.
complete
as required.
b
Providing and fixing copper tape 20 mm X 3 mm thick on
parapet or surface of wall for lightning conductor complete as
required.(For vertical run)
c
Earthing with copper earth plate 600 mm X 600 mm X 3 mm
thick
including accessories, and providing masonry enclosure with
cover plate having locking arrangement and watering pipe of
2.7
metre long etc. with charcoal/ coke and salt as required.
10
Transformer & DG Sets
a
S I T C of Copper wound Transformer conforming to IS: 2026 &
Losses as per Discom's CTL ( CTL Test certificate to be
attached ) of rating 11/0.433KV Delta-Star Connected, Vector
Group Dyn 11, standard accessories like conservator, silica gel
breather, radiator, fins, HT bushing & LT cableboxes, Off -LTC
(+/- 5% in steps of 2.5%) winding temperature rise of 50/55 C,
ISI marked drain valve, Dial type Temperature gauge, first fill of
oil, Epoxy based paint, including carrying of pre-commission
Testing & Charging of Transformer. ( See table - 08 for CTL
Losses )
800 KVA
S/F of following accessories of Transformer
b
c
Winding temperature indicator (WTI ), Oil temperature indicator
( OTI ) , Magnetic Oil level Gauge ( MOG), Bucholz relay with A
& T Contacts & Marshalling Box
Nos
2
Supply & Installation of D.P. Structure With AIR BREAK
SWITCH having following specifications:
DP :double pole structure on 2 no ISMB 125 x 70 mm, 10 mtr
high using 7 no MS channel each of size 100 mm x 50 mm x
2500 mm complete in all respect with nuts, springs washers,
clamps as required.
GO:Off load type gang operated 3-pole vertical flute type
switch suitable for 11KV ; 400A ,3-ø, central post rotating
double break isolator complete with MS hardware , copper
moving & fixed contact ,assembly of 9 nos pin insulator ,GI
pipe of suitable length for operation.
DO: 3nos Vertical / Horizontal mounted 11kv horn gap fuse set
/drop out 11kv barrel fuses mounted on 6no pin insulators
Page | 66
LA: 3 piece non linear resistor type. lighting arrestor of
approved make suitable for 3 wire, 11kv Overhead line with
rated voltage of 9kv rms & nominal discharge current rating of
5 ka & complete with galvanized clamping arrangement GI
bolts, nuts, washer etc as required.
JUMPERS: 3 no 11kv acsr conductors mounted on pin type
insularors as required. 6.GENERAL:The go shall be operated
by hand operated liver properly earthed with provision for
locking mounted at 3’
d
g
65250.0
Sixty Five
Thousand Two
Hundred Fifty
Rupees
65250.0
11813.0
Eleven
Thousand
Eight Hundred
Thirteen
Rupees
Mtr
70
826910.0
8775.0
Eight
Thousand
Seven
Hundred
Seventy Five
Rupees
175500.0
20813.0
Twenty
Thousand
Eight Hundred
Thirteen
Rupees
20813.0
2470500.0
Twenty Four
lakh Seventy
Thousand Five
Hundred
Rupees
4941000.0
Supply & Installation of TAP Off unit enclosure (w/o MCCB /
ACB ) of following capacity MCCB / ACB & suitable for
sandwich type Aluminium bus trunking as required.
160 Amp. to 250 Amp. MCCB
f
1
SITC of ceiling suspended / wall mounted Factory fabricated &
site assembled sandwich type TPN Aluminium bus trunking
including the cost of Enclosure ( 1.5 mm thick) , run
components, expansion joints, provision for end feed units, tap
off box , connection components , end covers , fixing bracket &
accessories as required of following rating & specifications:
Rated Insulation Voltage: 660V, Rated Frequency:50Hz, Rated
Operating Voltage:415 / 440V, Short Time Ratingt: 35 KA for 1
sec, IP classification:IP 54 / 55, two no. GI earthing strip of 50
% of Phase conductor
100 Amp. to 400 Amp.
e
No
Supply, Installation, Testing & Commissioning of HT metering
cubical panel as approved By DISCOMs fabricated out of 14
SWG CRCA sheet steel in two compartment & MS angle of
size 60mmX6mm having provision for Following: (i)Provision
for fixing Trivector Meter (To be supplied by DISCOMs)
(ii)Provision for fixing of combined CT PT Set (To be supplied
by DISCOMs), (iii)TT Block, (iv) 6mm Bakelite sheet on all
sides, (V) 3/6 core copper cable for interconnections etc. as
required.
SITC of Silent DG Set (As per CPCB norms) complete with
1500 RPM Diesel Engine of suitable BHP & AC Brush less
SPDP Alternator mounted on a common base Frame &
coupled through a flexible coupling or close coupled. Alternator
shall be self regulated with standard Alternator Protection(
Over voltage , over speed & under voltage, under speed
warning & shutdown). Engine shall have residential silencer, up
to 3 M exhaust piping , electronic / Mechanical governor,
Manual & electric Start ,Batteries, Engine instruments panel,
AVM and with Weatherproof, powder coated Accoustic
enclosure for DG set for sound attenuation fabricated from 1.6
mmCRCA sheet steel (structure) with side wall fabricated from
1.6 mm CRCA sheet & filled with 100mm thick glass
wool(96Kg/m3)/Foam. as per IS 8183 the doors of 100 mm
thick and fabricated from 1.6mm CRCA sheet packed with
accoustic material, canopy fixed with axial flow fan , All doors/
opening are sealed with neoprene/EPDN gaskets. The
enclosure has built in fuel tank, residential silencer (isolated
from main DG chamber) with protection and tripping of DG set
Nos
Nos
20
1
against temperature of more than 50 degree centigrade. All
controls for operation of DG set are from outside the enclosure
with DG control panel having Microprocessor based Genset
monitoring & control system, MCCB, Ammeter, Voltmeter, PF
meter, frequency meter, KWH meter, Ind.lamps etc. mounted
inside enclosure , visible and accessible from outside. The
enclosure should be suitable for following capacity DG sets and
alternator. Noise level shall be less than 75 dBA at a distance
of 1 Mtrs. duly certified by authorised agency etc. complete in
all respect of following capacity :
320 KVA at 0.8 pf 415V 50Hz 3-ǿ
Nos
2
Page | 67
h
i
11
a
b
c
S/F of DG Set Exhaust Piping insulation on 80 mm to 150 mm
Dia. MS Exhaust Pipe
Asbestos rope insulation
Mtr
50
281.0
Two Hundred
Eighty One
Rupees
14050.0
Rock /Glass wool with 22 g Aluminium cladding (Density- 96
kg/m3, Thickness-50 mm)
Mtr
50
1350.0
One Thousand
Three Hundred
Fifty Rupees
67500.0
476400.0
SITC of 11 KV, 400/630 A, 20kA / 3 sec, Out door Non
Extensible type Ring main unit (RMU) in suitable RCC
foundation with 2 no. Load break switch & 1 no. VCB / SF6
circuit breaker with over load, Earth fault, short circuit relay,
copper bus bar, ring core protection & metering CT, Auxiliary
relay for WTI, OTI ,Bucholz alarm & trip along with annuciator
panel, master trip relay, mechanical ON / OFF / Earth
indication, Voltage presence indicator, Shunt trip coil, 24 V DC
power pack, with Bus PT panel with 3 Nos single phase
voltage transformers of the ratio 11kV/√3 / 110 V/√3, 25 VA,
Class 1.0 with HT fuses in the primary and MCB on the
secondary side, Voltmeter with selector switch, R Y B phase
indication. etc. as required, Anti reflex operating handle, right
angle boots etc. as required.
Tel cables and Accessories
P & F Krone module with base frame in the recess / surface
made out of 16 SWG sheet steel box, front openable, having
locking arrangements duly powder painted.,including dressing,
ferruling and punching of telephone cable with krone tool etc.
as required.
No
1
476400.0
Four lakh
Seventy Six
Thousand Four
Hundred
Rupees
20 Pairs
Nos
20
987.0
Nine Hundred
Eighty Seven
Rupees
19740.0
30 Pairs
Nos
3
1400.0
One Thousand
Four Hundred
Rupees
4200.0
50 Pairs
Nos
4
2109.0
Two Thousand
One Hundred
Nine Rupees
8436.0
20 pair
Mtr
660
279.0
Two Hundred
Seventy Nine
Rupees
30 pair
Mtr
330
300.0
Three Hundred
Rupees
99000.0
50 pair
Mtr
510
442.0
Four Hundred
Forty Two
Rupees
225420.0
Mtr
13000
13.0
Thirteen
Rupees
169000.0
Nos
300
86.0
Eighty Six
Rupees
Jelly filled armoured (PIJF) Armoured telephone cable
including excavation of adiquate size trench, 25 cm thick under
layer of
sand,IInd class bricks covering, refilling
earth,compaction of earth, making necessary connection,
testing etc. as required of size.
184140.0
Supplying and drawing PVC/ Polythene insulated and PVC
sheathed unarmoured/ armoured telephone cable with 0.5 mm
dia. Tinned / annealed copper conductor taped &confirming to
ITD specification S/WS -113C of approved make in existing
surface or recessed conduit/casing capping.
Unarmoured Telephone cable in existing surface or recessed
conduit/casing capping.
2 pair
d
P & F following modular accessories made out of unbreakable
and fire retardant poly carbonate with silver contacts including
making connections testing etc. as required
RJ-11 telephone jack single two line
25800.0
34790212.6
Page | 68
PROPOSED DISTRICT BUSINESS CENTRE, KANKAR KHERA, MEERUT
H-SCHEDULE
B - 11 FIRE FIGHTING
S.No.
1
Ch. No.
F1
PARTICULARS
QTY.
Unit
Engg.
RATE in
Rs.
Rate to be
Quoted by the Amount
Contractor
Supplying,
Installation,
Testing &
Commissioning of Local Fire authrity
approved Electric Driven Main fire pump
for Sprinkler / Hydrant applications
suitable for automatic operation and
consisting of following details given as A,
B, C, D, E, F and G .
(A) Horizontal Single / Multi stage
Centrifugal End suction, back pull type
pump complete for delivery of below
mentioned discharge , with necessary
Butterfly valve on the suction side ( all
items to be matching with the suction side
dia of the pump) and pressure gauge
,Butterfly valve and non return valve on
the delivery side side ( all items to be
matching with the delivery side dia of the
pump) and including bypass arrangement
for Testing of pump
(B) Material of construction : Pump
Casing - Cast Iron, Impellor - Bronze,
Shaft - SS 410, Packing - Mechanical Seal
(C)Pump shall be capable of furnishing not
less than 150 % of rated capacity at a head
not less than 65 % of the rated head. The
shut off head shall not exceed 120 % of
rated head
(D) Squirrel cage induction motor suitable
for 3 phase, 415 V, 50 HZ, Ac supply 2900
/ 1450 RPM T.E.F.C confirming to IP:55 ,
of required HP suitable for the above
pump ,along with flexible coupling ,
coupling guard complete in all respect .
(E) Common bed plate fabricated from
mild steel channel for installation of pump
and Motor
(F) Pump is to be inspected by third party
like RITES / PDIL at manufacturer's
premises and inspection report is to be
submitted.
Page | 69
(G) Suitable cement concreat foundation
duly plastered with anti vibration pads.
F1.1
2
F2
2850 LPM suitable for 70 Mtr Head, multi
stage, 1500 RPM
1
Each
495700.00
SITC of Local fire authority approved
Diesel Engine driven Pump suitable for
automatic operation as per discharge
defined beolw consisting of the following
details given as A, B, C, D, E and F .
(A) Horizontal Single / Multi stage
Centrifugal End suction, back pull type
pump complete for delivery of below
mentioned discharge complete with
necessary flexible pipe, Butterfly valve on
the suction side ( all items to be matching
with the suction side dia of the pump) and
pressure gauge ,Butterfly valve and non
return valve on the delivery side side ( all
items to be matching with the delivery
side dia of the pump) and including bypass
arrangement for Testing of pump
(B) Material of construction : Pump
Casing - Cast Iron, Impellor - Bronze,
Shaft - SS 410, Packing - Mechanical Seal
(C)Pump shall be capable of furnishing not
less than 150 % of rated capacity at a head
not less than 65 % of the rated head. The
shut off head shall not exceed 120 % of
rated head
(D) Radiator cooled Diesel Engine
developing suitable BHP for the below
mentioned discharge at 1500 / 1800 RPM,
flexible coupling and coupling guard with
the Pump, common bed plate for mounting
of the Engine and Pump,Antivibration
damping arrangement by cushy foot,
Diesel Engine starting Panel for starting of
the engine automatically if the Normal
electrical supply fails with a unit of battery
bank of 12/24v,180 Ah, Lead Acid Battery
with Boost / Trickle charger as required for
operation of Diesel engine, Exhaust Pipe
of suitable diameter minimum 10 M
length, with muffler, day oil tank of 300
1ts capacity with first charge and hand
operated oil pumping set,
(E) Pump is to be inspected by third party
like RITES / PDIL at manufacturer's
premises and inspection report is to be
submitted.
Page | 70
(F) Suitable cement concreat foundation
duly plastered with anti vibration pads.
F2.1
3
4
2850 LPM suitable for 70 Mtr Head, multi
stage, 1500 RPM
F3
SITC of Local fire authority approved
Horizontal single stage Jockey pump with
CI Body, Bronze impellor, SS shaft,
mechanical seal coupled with Squirrel cage
induction motor for automatic operation
suitable for three phase, 415 V, 50 Hz AC
supply with synchronous speed of 2900
RPM ,T.E.F.C type confirming to IP:55
with flexible coupling and coupling guard
with the pump ,Common bed plate
fabricated from mild steel channel ,
Suitable cement concreat foundation duly
plastered with anti vibration pads.
F3.1
180 LPM suitable for 70 Mtr
F4
SITC of floor mounted dust and vermin
proof compartmentalised cubical type
main fire pump house panel made out of
CRCA sheet , required hardware ,duly
treated for derusting in 7 tank process with
dephosphating and with powder coating on
both side of panel in desired shade The
panel having PU/ Neoprene rubber gasket
of not less than 3mm thickness , separate
detachable gland plate M.S. base channel
,hinged door with locking arrangement for
equipment/switchgear . Thickness of sheet
shall not be less than 1.6 mm up to 600
mm length / width of any compartment
and be of 2.0 mm above 600 mm. Load
bearing structure shall be of 2.0 mm thick
sheet supported by base M.S. channel if
required . Side walls and cable alley
compartments having bolted type doors
and having accessories ( Group -I ) as
below:
1
Each
897000.00
1
Each
92500.00
Incomer
320 Amp. TPN MCCB (adj.O/L) with
Extended ROM, 35 kA, with Thermal
magnetic release, Digital Ammeter,
switches,CT,
Selector
Voltmeter,
Indicating Lamps, 400 Amps Alum. Bus
bar with with heat shrinkable sleeves.
Out going
Page | 71
(a) 200 Amp. TPN MCCB(adj.O/L) with
Extended ROM, 35 kA, with Thermal
magnetic release, Digital Ammeter,
Voltmeter,
Selector
switches,CT,
Indicating Lamps for 'ON', 'OFF', 'TRIP' 1
no. star Delta Starter of 75 HP with
thermal over load relay, timer, push
buttons, Auto / Manual selector switch,
Single phase preventor - 2 Sets
(b) 63 Amp. TPN MCCB (adj.O/L) with
Extended ROM, 25 kA, with Thermal
magnetic release, Digital Ammeter,
Voltmeter,
Selector
switches,
CT,
Indicating Lamps for 'ON', 'OFF', 'TRIP' 1
no. Star Delta / DOL Starter of 5 - 15 HP
with thermal over load relay, timer, push
buttons, Auto / Manual selector switch,
Single phase preventor - 1 Set
© One no. Diesel Engine Auto Starting kit
with Auto . Manual selector switch & 3
attempt starting device, timers, relays,
Indicating lamp for High / Low Lub. Oil
pressure, High water temperature and
engine ON indication, Battery charger,
suitable for 12 V / 24 V DC with trickle /
boost selector switch, DC ammeter &
voltmeter
(d) System controller to control Operation
Main Electric pumps, Diesel pump, jockey
pump in sequence as per specs. Consisting
of relays, timers, sensors, annuciation
window for fault indication.
5
F5
Providing,
laying,
testing
&
Commissioning of 'C' class heavy duty
MS pipe conforming to IS 3589 / 1239 for
hydrent
and
sprinkler applications
including fittings like elbows, tees,
flanges, tapers, nuts bolts, gaskets etc.
fixing the pipe on the wall/ceiling with
suitable clamps and including painting of
two coats of Red Oxide , painting with two
or more coats of synthetic enamel paint of
Post office red shade complete as
required.The installation includes all civil
openings ,breakages and making good the
same.
F5.1
F5.1
F5.3
F5.4
F5.5
F5.6
F5.7
F5.8
F5.9
25 mm dia
32 mm dia
40 mm dia
50 mm dia
65 mm dia
80 mm dia
100 mm dia
150 mm dia
200 mm dia, 6.0 mm thick
1
Each
185000.00
3420
560
965
345
335
835
415
108
32
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
315.00
405.00
465.00
602.00
765.00
945.00
1370.00
2015.00
2890.00
Page | 72
6
F6
F6.1
F6.2
7
F7
F7.1
F7.2
F7.3
8
F8
&
testing
laying,
Providing,
Commissioning of 'B' class medium duty
MS pipe conforming to IS 1239 for
drainage applications of distribution pipes
of sprinkler and hydrent including fittings
like elbows, tees, flanges, tapers, nuts
bolts, gaskets etc. fixing the pipe on the
wall/ceiling with suitable clamps and
including painting of two coats of Red
Oxide , painting with two or more coats of
synthetic enamel paint of required shade
complete as required.The installation
includes all civil openings ,breakages and
making good the same.
40 mm dia
50 mm dia
55
50
Mtr.
Mtr.
412.00
540.00
55
78
832
Mtr.
Mtr.
Mtr.
1154.00
1615.00
2340.00
2
Each
20708.00
&
testing
laying,
Providing,
Commissioning of 'C' class heavy duty
MS pipe conforming to IS 3589 and 1239
for hydrent and sprinkler underground
rings including all accessories such as
screwed/ welded flanges, tees, reducers
etc. Conforming to IS : 1239/3589
complete including , welding, jointing with
compressed asbestos gaskets, nuts, bolts
etc. as required. with cleaning,wrapping
and coating of the pipe with 4 mm thick tar
based plymaric corrosion protection tape
or equivalent including applying uniform
coat of cold pipekot primer as per IS;
10221 for protection against corrsion
suitable for all kind of soil at 1.0 M depth
including excavation and making good the
same as required at site .
80 mm dia
100 mm dia
150 mm dia
Supplying and fixing air vessel of
continuous welded construction for pump
room made of 450 mm dia,fabricated out
of 10 mm thick dished ends and 8 mm
thick MS sheet, 2000 mm in height with air
release valve on top and flanged
connection to riser, drain arrangement with
25 mm dia Gun Metal wheel valve, with
required accessories, pressure gauge and
painting with two coats of Red Oxide and
two coat of post office red enamel paint as
required.
Page | 73
9
F9
10
Supplying and fixing air vessel of
continuous welded construction fixed at
riser top made of 250 mm dia, 8 mm thick
MS sheet, 1200 mm in height with air
release valve on top and flanged
connection to riser, drain arrangement with
25 mm dia Gun Metal wheel valve, with
required accessories, pressure gauge and
painting with two coats of Red Oxide and
two coat of post office red enamel paint as
required.
F10
Providing, installation, testing and
commissioning of stainless steel strainer of
dia given below fabricated out of 1.6 mm.
thick stainless steel sheet with 3 mm. dia
holes with stainless steel flange of
following sizes.
F10.1
200 mm dia
F11
Supplying and fixing, testing &
commissioning of double flanged sluice
valve of rating PN 1.6 with non rising
spindle, bronze /gun metal seat ISI marked
complete with nuts, bolts, washers,
gaskets, conforming to IS 780 of following
sizes as required.
F11.1
F11.2
150 mm dia
200 mm dia
11
12
F12
13
F13
2
Each
8200.00
2
Each
16000.00
14
5
Each
Each
13891.00
25564.00
4
Each
15000.00
Providing and constructing masonry
chamber 90 x 90 x 100 cms inside with
brick work in cement mortar 1:5 (1cement
: 5fine sand) for water meter ,M.S. cover
(6mmthick
sheet
with
locking
arrangement, 600 x600 with M.S. frame
etc. all epoxy coated and R.C.C. top slab
1:2:4 mix(1 Cement : 2 coarsesand : 4
graded stone aggregate 20mm nominalsize)
including necessary excavation, back
fillingfoundation concrete 1:5:10 mix (1
cement : 5 fine sand and 10 graded stone
aggregate 20mmnominal size) leaving a
pocket of 30x30 cmwith out concrete and
filled with pebbles andinside plastering
with cement mortar 1:3 (1 cement : 3
coarse sand) 12 mm thick finishedwith a
floating coat of neat cement and outside
plaster finished rough complete.
Providing, installation, testing and
commissioning of dual plate non-return
valve of following sizes confirming to
IS:5312 complete with rubber gasket, G I
bolts, nuts, washers etc. as required.
Page | 74
Each
Each
Each
Each
7123.00
9028.00
13488.00
21890.00
50 mm dia
65 mm dia
80 mm dia
100 mm dia
2
4
41
13
Each
Each
Each
Each
2465.00
2654.00
2983.00
4169.00
Providing, installation, testing and
commissioning of Brass ball valves of
following sizes as required.
40 mm dia.
2
Each
1670.00
1
Each
40000.00
32
Each
7823.00
68
Each
4880.00
80 mm dia
100 mm dia
150 mm dia
200 mm dia
F14
Supplying, fixing, testing commissioning
of butterfly valve PN 1.6, with Bronze/
Gunmetal seat duly ISI marked complete
with Nuts, Bolts, washers, gaskets,
conforming to IS 13095, of following sizes
as required.
F14.1
F14.2
F14.3
F14.4
14
15
F15
F15.1
16
F16
17
2
7
9
5
F13.1
F13.2
F13.3
F13.4
F17
18
F18
Providing
&
fixing
testing
&
commissioning of installation control valve
of cast iron body and brass/bronze working
parts comprising of water motor alarm,
bronze seat clapper, and clapper arm,
hydraulically driven mechanical gong bell
to sound continous alarm when the wet
riser/Sprinkler system activates, pressure
gauges, emergency releases, strainer,
pressure switch, cock valve complete with
drain valve and bypass, test control box,
ball valves, MS pipe of required size,
flanges, orifice plate, gasket etc. of size
150 mm dia as required.
Supplying and fixing Stainless steel
IS:3444 Grade - 1 single headed Internal /
external yard hydrant valve with 1 No. 63
mm dia instantaneous Stainless steel
coupling and cast iron wheel, ISI marked,
conforming to IS 5290 (type A) with blank
Gunmetal cap and chain as required.
Supplying and fixing 63 mm dia, 15 mtr.
Long RRL hose pipe with 63 mm dia male
and female Stainless steel couplings duly
binded with GI wire, rivets etc. conforming
to IS 636 (type-A) as required.
Page | 75
19
F19
20
F20
21
Supplying & fixing 63 mm dia stainless
steel IS : 3444 Gr. - 1 branch pipe with 20
mm (nominal internal diameter) size Gun
metal nozzle confoming to IS 903, suitable
for
instantaneous
connection
to
interconnect hose pipe coupling as
required
34
Each
1976.00
20
Each
8700.00
Supplying and fixing first -Aid hose reel
wall mounted swinging type with MS
construction spray painted in post office
Red, conforming to IS 884 with upto date
amendments, complete with the following
as required.
(A) 30 m
long 20 mm (nominal internal) dia water
hose Thermoplastic (Textile reinforced)
Type -2 as per IS: 12585 (B)20 mm
(nominal internal) dia gun metal globe
valve & nozzle.
(C)Drum and
brackets for fixing the equipments on wall.
(D) Connections from riser with 40 mm dia
stop valve (gun metal) & M.S. pipe
F21
Supplying and fixing
Fire Brigade
Connection of CI body with Gun Metal
male instantaneous inlet couplings
complete with cap and chain as required
for 150mm dia MS pipe connection,
conforming to IS 904 as required of
following way :
F21.1
3 Way
4
Each
8790.00
F22
Providing and fixing of 4 way suction
coupling for fire brigade withdrawal of
water from fire tank with 150mm dia pipe
and foot valve.
1
Each
8500.00
14
Each
4250.00
22
23
F23
Supplying and fixing of Hose Cabinet of
size 750 mm x 600 mm x 250 mm made of
1.6 mm thick MS sheet with 6 mm thick
glazed glass doors including necessary
locking
arrangement
suitable
to
accommodate external hydrant with
butterfly valve, 2 Nos 15 Mtr. Long Hose
pipe, 1 No. branch pipe, mounted on wall
OR raised brick platform & duly painted
with post office red externally and white
internally with synthetic enamel paint
complete in all respect, for external
hydrant, as required.
Page | 76
24
F24
25
F25
26
F26
27
F27
28
F28
29
F29
Providing & fixing of size 0.9 M wide x
1.8 M height Indoor Hose Cabinet shutter
suitable for accomodating hydrants made
of Tubular rectangular pipe having central
opening glazed door having necessary
locking arrangement, painting (one coat
primer & two coats of paint) suitable for
housing 2 Nos. RRL hose pipe, 1 no
branch pipe, first Aid hose Reel etc . as
required.
Supply & Fixing of Fire Man's Axe with
heavy Insulated rubber tested up to 20 KV
and confirming to IS ;926
20
Each
7500.00
34
Each
800.00
711
Each
4500.00
20
Each
3650.00
25
Each
9547.00
250
Each
250.00
analogue
Addressable
of
SITC
multicriteria type smoke detectors with
dual chamber, solid state design, indicating
LED, mounting base etc. as per detailed
specification. The rate shall inclusive of
necessary base box, connecting glad for
above detectors etc. as required.
SITC of Addressable type manual fire
alarm boxes (MCP/Pull Station ) shall, on
command from the control panel, send data
to the panel representing the state of the
manual switch and the addressable
communication module status. Manual fire
alarm boxes shall be constructed of Lexan
with clearly visible operating instructions
provided on the cover. The word FIRE
shall appear on the front of the stations in
raised letters, 1.75 inches (44 mm) or
larger. etc. as required.
SITC Duct Smoke detector Unit with 1
no outlet tube 7.5 cm long & with 1 no
analogue addressable Photo Electric type
Smoke Detector with mounting base ,
address switch complete as required
SITC of Response Indicator for
addressable type detectors as required
Page | 77
30
F30
F30.1
F30.2
31
SITC of microprocessor based loop UL/
EN54 Addressable Fire Alarm Control
Panel as per NFPA 72 approval. The Panel
shall be able to give pin point location of
addressable units via the address code for
each unit. The Panel shall also be able to
automatically switch off all control
switches when-ever any Alarm is triggered.
. The Panel shall have built in buzzer, SMF
batteries for min. 24 Hrs.back up, battery
charger, rectifier. Loop interface cards,
communication module, LCD unit to
indicate Fire / Fault Signal of individual
unit, option for external printer, to log all
incoming data etc complete in all respect.
3 - Loop
Add Extra for per Loop expantion beyond
Three Loop
1
Each
328000.00
5
per.Loop
85000.00
F31
Supply , installation testing and
commisioning of folowing modules
suitable for Addressable fire Alarm
Control panel taken
F31.1
Control modules for floor wise activation
of hooters
20
Each
4500.00
F32
SITC of 6 W Wall Mounted Speakers
suitable for addressable type fire alarm
system with line matching transformers &
selecteable tap setting as required.
20
Each
1950.00
SITC of Hooter suitable for addressable
type fire alarm system with storb light
with minimum 85 db audiable etc. as
required.
20
Each
6350.00
1
Each
295000.00
8
Each
2250.00
32
33
F33
34
F34
35
F35
Supply , installation testing and
commisioning
of
Digital
Voice
Command Center with FACP, it shall
contain all equipment required for all
audio control, emergency telephone
system
control,
signaling
and
supervisory functions. This shall
include speaker zone indication and
control, telephone circuit indication
and control, digital voice units,
microphone and main telephone
handset. etc. as required.
SITC of pressure switches for Main,
Jockey, Terrace pump and standby
Diesel pumps, including necessary
wiring upto control panel and Ball
valve.
Page | 78
36
F36
37
F37
38
F38
39
Providing & fixing 100mm dia bourden
type, Stainless steel dial type pressure
Gauge (0 - 16 Kg ) range, 3 / 8 " BSP
bottom entry on Pump Delivery Line
complete with Ball valve
SITC 6 watt Speaker mounted in M S
sheet box with perforated front mesh for
PA and Emergency System.
F39
F39.1
4 kg
F40
F40.1
F40.2
41
F41
F41.1
F41.2
Each
850.00
30
Each
800.00
40
Each
8950.00
40
Kg.
4750.00
Supply & Fixing ISI marked ( IS : 15683 )
Portable fire Extinguisher, Carbon‐dioxide
type flat base including valve, discharge
hose of not less than 10 mm dia. min. 600
mm long & complete in all respects
including initial fill with C02 gas
confirming to IS:307‐1966 filled to a
filling ratio of not more than 0.667and
wall suspension bracket. Capacity 4.5 Kg.
Supply & Fixing ISI marked ( IS : 15683
) Portable Fire Exitnguisher, ABC
type,finished externally with red enamel
paint, complete in all respects including
initial fill and wall suspension of following
capacity.
40
4
S&F following sizes (dia.) of ISI marked
( IS:9537 P - II ) rigid steel conduit
along with accessories in surface /
recessed using saddles, clamps,
fastener pvc bushes, check nuts, as
required including cutting the wall
and making good the same as
required.
4500
20 mm
1500
25 mm
Mtr.
Mtr.
94.0
120.0
Mtr.
Mtr.
14.0
26.0
Supplying and drawing FR PVC
insulated & unsheathed flexible
copper conductor ISI marked (IS:694)
of 1.1 kV grade and approved make in
existing
surface
or
recessed
conduit/casing capping including
making connections etc. as required.
1 x 1.5 sq.mm
2 x 1.5 sq.mm
4500
8500
Page | 79
CIVIL WORK
1
Providing and erecting a "W" metal
beam crash barrier comprising of 3
mm thick corrugated sheet metal beam
rail, 70 cm above road/ground level,
fixed on ISMC series channel vertical
post, 150*75*5 mm spaced 2m. Centre
to centre, 1.8 m high, 1.1 m below
ground / road level, all steel parts and 419
fitments to be galvanised by hot dip
process, all fittings to conform to IS :
1367 and IS : 1364, metal beam rail to
be fixed on the vertical post with a
spacer of channel section 150*75*5
mm, 330 mm long complete as per
MORTH specification clause 810.
R.M.
3182
Page | 80
BOQ FOR PCF TRADE CENTRE AT KANKAR KHEDA,
MEERUT
PART C - Dismentled Materials of Existing Structure (Salvage Value)
SCHEDULE - I
S.
No.
Item
Unit
Qty.
Tentative
Rate
1
Cost of Dismanted girders, trusses and other steel
work including stacking & weighing of materials as
directed by the Engineer In Charge & transportation by
contractors own means.
Qtl.
1756.5
2
Cost of Dismanted reinforced cement concrete or
reinforced
brick
work
including
stacking
&
measurements of bricks / steel as directed by the
Engineer-in-charge and transportation by contractors
own means. Scrape Steel
Qtl.
50
Two Thousand
Rupees
100000
3
Cost of Dismanted brick work or stone work in lime or
cement mortar and including stacking of materials as
per
2000 / Tow Thousand
directed be the Engineer-in-charge stacking and
200000
measurement
by
Engineer
In
charge
and thousand
per thousand
Rupees
transportation by contractors own means (only
dismentled bricks / stones shall be measured.)
400000
4
Cost of Dismantled doors or windows including
chaukhats with hold fast and including stacking of
materials / measurements as directed by the Engineerin-charge and transportation by contractors own
means.
Sqm
222.86
350
Three Hundred
Fifty Rupees
78001
5
Cost of wood received from Cleaning jungle including
up rooting of rank, vegetations grass, push, wood trees
and amplings of grith upto 30 cms. Measured at a
height of 1 M. above ground level.
Cum
100
10000
Ten Thousand
Rupees
1000000
Rate (in words) Amount
Two Thousand
2500 Five Hundred 4391250
Rupees
2000
Total =
5969251
The material obtained from dismentaling shall be handed over to the contractor and cost shall be recovered as
per the schedule "I" above with this part of Tender. The quantities are tentative which shall be actually assessed
and measured before removal from site. No dismentled material shall be used for construction of main building
Part - B.
Executive Engineer,
UP Cooperative
Federation Ltd.
I / We have visited the work site and have gone through all the details of work. I / We quote our rate as
……………….. % above / below the BOQ rate totalling to Rs.……………………..
Rate in words……………………………………………….
Amount in Words………………………………………………..
Sigature of the Tenderer
Page | 81
PROPOSED DISTRICT BUSINESS CENTRE, KANKAR KHEDA,
MEERUT
S.
No.
Amount (Rs.)
Particular
G-SCHEDULE AMOUNT
Part - A
1
Dismentling Work
Total
Part - B - 1 to B - 10
Construction of Main Building
1 Basement
2 Ground Floor
3 External Area
4 I & II Floor
5 III Floor
6 IV Floor
7 V & VI Floor
8 VII & VIII Floor
9 Terrace
10 Electrification Estimated Cost
Total Cost of Civil Work
2153882.66
2153882.66
174962906.3
73493100.34
51603158.29
105274242
56392892.77
53015930.66
102319714.02
49603214.26
7147383.39
34790212.60
708602754.56
Part - B - 11, H-SCHEDULE AMOUNT
1
Fire Fighting Engineering Estimated Cost
2
Providing and erecting a "W" metal beam crash barrier
comprising of 3 mm thick corrugated sheet metal beam
rail, 70 cm above road/ground level, fixed on ISMC series
channel vertical post, 150*75*5 mm spaced 2m. Centre to
centre, 1.8 m high, 1.1 m below ground / road level, all
steel parts and fitments to be galvanised by hot dip
process, all fittings to conform to IS : 1367 and IS : 1364,
metal beam rail to be fixed on the vertical post with a
spacer of channel section 150*75*5 mm, 330 mm long
complete as per MORTH specification clause 810.
16218270.00
1333258.00
17551528.00
1
GRAND TOTAL =
726154282.56
I-SCHEDULE AMOUNT
PART C - Dismentled Materials of Existing Structure
(Salvage Value)
Total
5969251
5969251
Page | 82