Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date13 Jan 2025
Closing Soon22 Jan 2025
Tender Amount₹ 44,00,000
Costs
EMD
₹ 4,20,000Document Cost
₹ 3,390Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEKNP_992486_2Tender 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.
20
3980
79600
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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)
48
150
7200
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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.
268
35
9380
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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.
268
16
4288
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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.
268
170
45560
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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.
268
60
16080
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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
160
22
3520
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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)
23
6800
156400
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Brick masonry work (1 cement : 3 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)
310
7900
2449000
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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)
57
230
13110
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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)
32
9900
316800
... More
Supplying, Fitting and Placing with HYSD bar Reinforcement (Fe 415) in Substructure complete as per Drawing and Technical Specifications Clauses 1002,1005,1010 & 1202
25
9300
232500
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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)
145
100
14500
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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
62
3150
195300
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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
46
2800
128800
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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)
23
3250
74750
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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
2800
42000
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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
40
3100
124000
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