Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date13 Jan 2025
Closing Soon28 Feb 2025
Tender Amount₹ 53,50,000
Costs
EMD
₹ 4,68,000Document Cost
₹ 3,485Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEKNP_992486_1Tender No
7592C/131C-KV/2024 Dt. 30.12.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
40
4010
160400
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Construction of subgrade and Earthern shoulders with approved material obtained from borrow pits with a lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300-2 with a lead upto 1000 m as per Technical specification clause 303.1..(carted lead 3.0 km)
97
150
14550
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 including cost of emulsion.
537
37
19869
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Providing and applying tack coat with Bitumen (VG-10) using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 including cost of bitumen.
537
16
8592
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Providing, laying and rolling of open-graded Premix Carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by Seal Coat 'Type-C' as per Technical Specification Clause 508 including cost of bitumen.
537
202
108474
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Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 'Type-C' as per Technical Specification Clause 510 including cost of bitumen.
537
66
35442
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Edging with M-150 Class Bricks, Laid dry lengthwise, including excavation, refilling consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 meter
0.05
80000
4000
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
175
32
5600
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Providing concrete (1:3:6) for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (MORD Ch.11 Ref.800-1200)
26
6700
174200
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Brick masonry work (1 cement : 4 coarse sand) cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (MORD Ch.11 Ref.12-600-1200)
255
6660
1698300
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Providing and laying of weephole in brick massonary in abutment and wing wall with 110mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification Clause 614, 709, 1204.3.7 fix as per standard (sl no 730)
114
230
26220
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Providing and laying reinforced concrete in super structure as per drawings and technical specifications Clause 800, 1205.4 & 1205.5 RCC Grade(M 25)
60
9300
558000
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Supplying, Fitting and Placing with HYSD bar Reinforcement (Fe 415) in Substructure complete as per Drawing and Technical Specifications Clauses 1002,1005,1010 & 1202
47
8050
378350
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 (MORD Ch.12 Ref.12-600)
94
90
8460
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
41
3200
131200
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone boulder (25-60 kg minimum) & Stone spalls of minimum 25 mm
93
3000
279000
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 Grade Stone aggregate of Required size (20-40)
46
3310
152260
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
15
3000
45000
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Providing and erecting a "W" metal beam crash barrier (Type-A) comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m 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 x 75 x 5 mm, 330 mm long complete as per clause 810
80
3100
248000
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