Annexure
Revised Bill of Quantities
1 of 14
Revised Bill of quantities of Proposed ROB at Kukatpally
S.No
Description
Unit
Quantity
Rate
Amount
(1)
(2)
(3)
(4)
(5)
(6)
1
Earthwork in excavation of foundation for structures
complete as per drawing and Technical Specifications
Clause 304 including all leads complete for finished
item of work and lifts as directed by Engineer-InCharge
(a)
In all types of soil including ordinary rock by
mechanical means
Cum
7154.000
42.500
304045.000
(b)
In Hard rock where blasting is prohibited
Cum
8483
241.50
2048644.50
Cum
647
2777.50
1797042.50
2
Providing and laying Plain Cement Concrete in
foundation & substructure including centring and
shuttering all complete as per Drawings and Technical
Specifications Section 1500,1700, & 2100.(Excluding
the cost of surface reinforcement if any)-as directed by
Engineer-In-Charge
PCC Grade M15
2 of 14
S.No
(1)
3
Description
(2)
Unit
(3)
Quantity
(4)
Rate
(5)
Amount
(6)
Cum
3770
3578.00
13489060.00
RCC M 30
Cum
5110
3802.70
19431797.00
Providing and laying Reinforced Cement Concrete in
Super structure complete as per Drawing and Technical
Specifications Section 1700 & 2300.(Excluding cost of
steel)-as directed by Engineer-In-Charge
(a) RCC M30
Cum
6134
4112.80
25227915.20
Providing and laying Cement Concrete in foundations
including centring and shuttering etc. as per Drawings
and Technical Specifications Section 1500,1700 and
2100 (Excluding cost of steel)-as directed by
Engineer-In-Charge
RCC M 30
4
5
3 of 14
Providing and laying Cement Concrete in substructure including centring and shuttering etc. as per
Drawings and Technical Specifications Section
1500,1700 and 2200 (Excluding cost of steel)-as
directed by Engineer-In-Charge
S.No
(1)
4 of 14
Description
(2)
Unit
(3)
Quantity
(4)
Rate
(5)
Amount
(6)
b) Providing and laying Prestressed Cement Concrete
M40 for beams in Super structure complete as per
Drawing and Technical Specifications Section 1500,
1700,1800 & 2300.(Excluding cost of steel).
Cum
2313
8259.10
19103298.30
c) Providing and laying Prestressed Cement Concrete
M45 for beams in Super structure complete as per
Drawing and Technical Specifications Section 1500,
1700,1800 & 2300.(Excluding cost of steel).
Cum
964
8330.55
8030650.20
6
Providing and laying Reinforced Cement Concrete M30 grade for approach slabs including cost of
reinforcement complete as per Drawings and Technical
Specifications Section 2700.-as directed by EngineerIn-Charge
Cum
41
5090.70
208718.70
7
Providing and laying (65mm thick ) wearing course
comprising of 40mm asphalt concrete over 25 mm
thick mastic asphalt on top of deck slab including cost
of prime coat with paving grade bitumen meeting the
requirements given in table 500-29, prepared by using
mastic cooker and laid to required level and slope after
cleaning the surface, all complete as per clause 509,515
& 2702-as directed by Engineer-In-Charge
Sqm
9934
538.40
5348465.60
S.No
(1)
Description
(2)
Unit
(3)
Quantity
(4)
Rate
(5)
Amount
(6)
8
Providing and constructing RCC crash barrier M-40
grade including cost of centering, shuttering and
reinforcement as per approved Drawings and Technical
Specifications Clause 809 and as per IRC-6.-as directed
by Engineer-In-Charge
Rm
1195
4362.90
5213665.50
9
Providing and fixing Galvanized Metallic "W" shape
beam crash barrier complete as per drawing and
Technical Specifications Clause 810.-as directed by
Engineer-In-Charge
Rm
499
1608.75
802766.25
10
Providing and fixing the following types of expansion
joints complete as per Drawings and Technical
Specifications Section 2600.-as directed by EngineerIn-Charge
a) Strip Seal Expansion Joint as per T.S. Clause 2607
Rm
632
8738.90
5522984.80
Providing and fixing galvanized Drainage Spouts along
with drain pipes complete as per drawing and
Technical Specifications clause 2700 & 2705.-as
directed by Engineer-In-Charge
No
220
1477.00
324940.00
11
5 of 14
S.No
(1)
Description
(2)
Unit
(3)
Quantity
(4)
Rate
(5)
Amount
(6)
12
Drain Pipes for Drainage Spouts at service Roads-as
directed by Engineer-In-Charge
Rmt
400
250.00
100000.00
13
Providing and fixing bearings complete as per
Drawings and Technical Specifications Section 2000.as directed by Engineer-In-Charge
Cu cm
4058868
0.65
2638264.20
14
Providing, cutting, bending and fixing in position of
High Yeild Steel Strength deformed
(HYSD)
reinforcement complete as per Drawings and Technical
Specifications Section 1600.-as directed by EngineerIn-Charge
MT
2191
36025.40
78931651.40
15
High tensile steel wires/strands including all
accessories for stressing, stressing operations and
grouting all complete as per Technical Specifications
Clause 1800 with 12T/13-as directed by Engineer-InCharge
MT
197
81912.95
16136851.15
16
Providing and fixing weep holes in abutments, wing
walls and return walls etc. as per Drawings and
Technical Specifications Section 2700.-as directed by
Engineer-In-Charge
No
154
147.15
22661.10
a) Elastomeric Bearings
6 of 14
7 of 14
S.No
(1)
Description
(2)
Unit
(3)
Quantity
(4)
Rate
(5)
Amount
(6)
17
Providing and painting with Synthetic enamel paints of
approved quality on bridges with Bridge No. and Span
arrangements as per IRC-7,1971 and as directed by
Engineer-as directed Engineer-In-Charge
Sqm
2
38.50
77.00
18
Providing and Applying ordinary paints of approved
quality on surface of Crashbarriers as per Drawings and
Technical Specifications Section 800.-as directed by
Engineer-In-Charge
Sqm
3834
33.50
128439.00
19
Providing and laying approved granular material
Filling in Foundation Trenches as per Drawing &
Technical Specification clause 1008 and confirming to
the IS-383 -as directed Engineer-In-Charge
Cum
10391
927.20
9634535.20
20
Providing HDPE Service pipe 150 mm dia (5.30 mm
thick) of approved quality in footpath complete as per
Drawings and directions of the Engineer-In-Charge
Rm
1325
416.50
551862.50
21
Geotechnical Exploration confirmatory bores in all
types of Soils & Hard Rock including all tests-as
directed by Engineer-In-Charge
Rm
800
1500.00
1200000.00
8 of 14
S.No
(1)
Description
(2)
Unit
(3)
Quantity
(4)
Rate
(5)
Amount
(6)
22
Conducting vertical load testing of piles in accordance
with IS 2911 (part IV) including installation of loading
platform and preparation of pile head or construction of
test cap and dismantling of test cap after test etc.,
complete as per specification and the direction of
Engineer in charge.
a) Vertical Load Tests
b) Horizontal Load Tests
Nos
Nos
2
2
100000.00
25000.00
200000.00
50000.00
23
Bored cast-in-situ M40 grade R.C.C. Pile excluding
Reinforcement complete as per Drawing and MOST
Technical Specifications section 1100 and removal of
excavated earth with all lifts and lead for 1000 mm dia
of pile-as directed by Engineer-In-Charge.
Rm
200
7207.65
1441530.00
24
Reinforced Concrete M30 in Pile Cap complete as per
Drawing and MOST Technical Specification section
1100 -as directed by Engineer-In-Charge (rate is
excluding cost of steel)
Cum
196
3337.40
654130.40
9 of 14
S.No
(1)
Description
(2)
Unit
(3)
Quantity
(4)
Rate
(5)
Amount
(6)
25
Construction of Reinforced Earth wall including
casting and fixing of panels with the necessary
foundations and supply & placing the Geogrids as per
location in the drawings including all cost of materials
and testing and executing the work as per BS 8006 and
MOST specification section 700 & 3100-as directed by
Engineer-In-Charge
Sqm
1577
4760.00
7506520.00
26
Construction of RE approaches with siutable fill
material as per specifications confirming to Bs 8006
including conducting all relevant tests-as directed by
Engineer-In-Charge
Cum
20190
171.70
3466623.00
27
Construction of subgrade with approved material
obtained from approved borrow areas complete as per
drawing and technical specification clause 305 with all
leads and lifts, satisfying the soaked CBR value of not
less than 10%-as directed by Engineer-In-Charge
Cum
3101
208.60
646868.60
28
Providing and Construction of Granular Sub-base
complete as per drawing and Technical Specifications
Clause 401-as directed by Engineer-In-Charge
Cum
1171
1088.75
1274926.25
S.No
(1)
Description
(2)
Unit
(3)
Quantity
(4)
Rate
(5)
Amount
(6)
29
Providing and Construction of wet mix macadam
(WMM) base with approved material complete as per
MORTH Technical Specification Clause No. 406-as
directed by Engineer-In-Charge
Cum
1294
1159.95
1500975.30
30
Providing and applying bituminous Primer Coat over
granular surface with bitumen emulsion complete as
per Technical Specification Clause 502-as directed by
Engineer-In-Charge
Sqm
4857
17.30
84026.10
a) @ 2.5 kg to 3.0 kg / 10 sqm over granular surface
treated with primer
Sqm
4857
6.95
33756.15
b) @ 2.0 to 2.5 kg /10 sqm over bituminous surface
Sqm
4857
5.75
27927.75
Providing and laying Dense Bituminous Macadam
(DBM, grading-2) course complete as per MORTH
Technical Specification Clause No. 507 & 521-as
directed by Engineer-In-Charge
Cum
486
4692.70
2280652.20
a) @ 6.0 kg to 9.0 kg/ 10 sqm
31
32
10 of 14
Providing and applying bituminous Tack coat over
prepared surface with bituminous emulsion all
complete as per Technical Specification Clause 503 as directed by Engineer-In-Charge
S.No
(1)
Description
(2)
Unit
(3)
Quantity
(4)
Rate
(5)
Amount
(6)
33
Providing and laying Bituminous Concrete wearing
course as per drawing and Technical Specification
Clause No. 509 & 521-as directed by Engineer-InCharge
Cum
243
5205.75
1264997.25
34
Filling of median / island with approved material
obtained from selected source as per Technical
Specifications Clause 407and 401.-as directed by
Engineer-In-Charge
Cum
336
194.05
65200.80
35
Supplying and fixing sign boards complete as per
Technical Specifications Clause 801 and as directed by
Engineer, including the cost of posts, fitting and fixing.
Sheeting will be retro reflective micro prismatic
sheeting confirming to ASTM D4956, Type VIII or
Type IX grade and message/borders will be screen
printed.-as directed by Engineer-In-Charge
a) Informatory Sign Boards (1.2x0.7m)
No
2
11496.00
22992.00
b) Cautionary Sign Boards (0.9m triangle)
No
3
5546.00
16638.00
c) Mandatory Sign Boards
No
3
11085.00
33255.00
11 of 14
S.No
(1)
Description
(2)
Unit
(3)
Quantity
(4)
Rate
(5)
Amount
(6)
36
Providing and laying kerb painting with Synthetic
enamel paints grade-I (IS:164) complete as per drawing
and Technical Specifications Clause 803 (Black &
White strips)-as directed by Engineer-In-Charge
Sqm
795
38.50
30607.50
37
Providing and laying Lane marking with hot applied
thermoplastic material complete as per drawing and
Technical Specifications Clause 803.-as directed by
Engineer-In-Charge
Sqm
596
388.40
231486.40
38
Span Load Test-as directed by Engineer-In-Charge
No
1
339335.95
339335.95
39
Construction of staircase at the approaches of ROB as
per the drawings & specification of Railway Dept-as
directed by Engineer-In-Charge.
Nos
2
416000.00
832000.00
40
Supply and Erection of street Emperor Mega-2
integrated out door lighting system with swaged pole
and twin arm street emperor mega bracket suitable for
mounting Emperor luminaries. The MS Pole is
provided with foundation base plate and the bracket
assemble secured on the pole top by mean of ammular
rings with allen screws, control box with MCB and
terminal block for 10 Sq.mm etc., prewired and provide
separately with pole complete including transporting
charges, taxes, and all incidental labour charges for
finished item of work -as directed by Engineer-InCharge
Nos
46
35477.00
1631942.00
12 of 14
S.No
(1)
Description
(2)
Unit
(3)
Quantity
(4)
Rate
(5)
Amount
(6)
41
Supply, Fixing and testing of decoriative street lighting
luminair of Emperor 6210 KL DSL ERSV IG 150W
HPSV integral type with an inner aluminuin reflector
with stippolite clear crystal acrylic bowl shaped
designed for 150W HPSV lamp for 240VQ AC
including 1X150W HPSV lamp complete and transport
charges, taxes and labour charges for finished item of
work and as directed by Engineer-in-Charge.
Nos
92
7450.00
685400.00
42
Supply and Fixing of street light control box this
includes providing timer for street lights with L&T,
TSQ-100 series timer and 32A, 4 pole contactor in MS
box shall be made out of 14 SWG MS Sheet including
painting etc., as required with hinged locking system
outdoor type.-as directed by Engineer-In-Charge
Nos
1
18468.00
18468.00
13 of 14
S.No
(1)
Description
(2)
43
Supplying of P.V.C insulated and sheathed heavy duty
power cable confirming to IS: 1554 - (Part - 1)- 1998,
650/1100 volts grade with alluminium conductor
armoured of approved make as per specifications:-as
directed by Engineer-In-Charge
a) 4 core x 16.0 sqmm
b) 3.5 Core x 25.0 sqmm
44
Quantity
(4)
Rate
(5)
Amount
(6)
Rmt
Rmt
1095
150
153.65
294.70
168246.75
44205.00
Nos
Nos
92
2
67.00
85.80
6164.00
171.60
240757381.10
Making cable end termination of power cable with
required size of brass cable gland, crimping type
alluminium Lugs, Dowells, Tube, P.V.C. insulated tape
required G.I. Nut , bolt, washers and other necessary
materials etc. complete as required as per
specification.-as directed by Engineer-In-Charge
a) 4 core x 16.0 sqmm
b) 3.5 Core x 25.0 sqmm
Total Contract Value
14 of 14
Unit
(3)