Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Jan 2025
Closing Soon31 Jan 2025
Tender Amount₹ 1,50,00,000
Costs
EMD
₹ 9,50,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEGKP_984202_13Tender No
4080/76Yat-Deoria Circle/24 Date 03.12.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & Concrete pump
416
12000
4992000
... More
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
60
80000
4800000
... More
Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. RCC Grade M35 using batching plant transit mixer & Concrete pump.
21.6
11000
237600
... More
Providing weep holes in brick masonry/stone masonry plain/reinforceed concerete abutment. Wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structure slope of 1(V)20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 (including cost of materials)
84
132
11088
... More
Providing 40mm brick ballast of filter media behind the abutment and wing wall including filling compacting etc. complete for proper completion of work.
55
4600
253000
... More
Providing and laying boulders apron on river bed fdor protection against scour with stone boulders weighing not less than 40 Kg each complete as per drawing and technical specification
252
4600
1159200
... More
Earth work in cutting in embankment in ordinary soil (Loam, Clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers, including the ramming & dressing the surface to required levels and slops and also including 1.50 meter lift and 30meter lead. the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as direction by the Engineer in charge. SI No 253 including royalty charges
2650
86
227900
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Providing, laying and spreading material on a prepared Sub grade adding cement @ 2% by weight to the spread material manually mixing in place Rotavator and compacting with the road roller at OMC to achieve the desired unconfined Compressive strength and to form a Layer of Sub Base.
30.13
4810
144925.3
... More
Providing, laying and spreading material on a prepared Sub Base, cement @ 4% by weight to the spread material manually mixing in place Rotavator and compacting with the road roller at OMC to achieve the desired unconfined Compressive strength and to form a Layer of Base.
30.13
5100
153663
... More
Providing and applying tack coat with emulsion/bitumen (VG-10) using emulsion/bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 (Including all taxes required & including Cost of bitumen VG-10)
301.25
15
4518.75
... More
Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 manual MORD Specific- ations 508
301.25
215
64768.75
... More
Providing and laying seal coat by Manual means with Bitumen 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.
301.25
75
22593.75
... More
Earthwork in patari on both side of road in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 metre in depth and earth work to be compacted in 20 cm. layers including ramming and dressing and also the surface to required levels and slopes also including 2.0 m. lift and 10m. lead as per specification and direction of E/I. including royalty charges
29.56
86
2542.16
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