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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date26 Mar 2025
Closing Date2 Apr 2025
Tender Amount₹ 1,28,00,000
Costs
EMD
₹ 8,50,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Summary
Construction Work Of Rcc Box Culvert On Bhognipur Canal At Km-2 Of Muradganj Ayana In District Auraiya
Description
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Contact
Tender Id
2025_CEKNP_1022351_3Bid Award Id
ViewTender No
6218/55C-EV/2024 DATE 11-12-2024Tender 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 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading III
21
3490
73290
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Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.
280
40
11200
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Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
280
14
3920
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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.
280
163
45640
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Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.
280
53
14840
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Mechanical Means (Depth above 6 m)
430
168
72240
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 using batching plant & Concrete pump
84
7230
607320
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150 mm thick Flat Stone apron embedded in 300 thick concrete M15 (In Floor apron)
(Rate = Rate of M15+Pitching rate on slop)/2
50
4815
240750
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
16
110
1760
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Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.RCC Grade M25 using batching plant transit mixer & Concrete pump.
580
8400
4872000
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Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.PCC Grade M20 using batching plant transit mixer & Concrete pump.
75
7535
565125
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
57
84000
4788000
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.15.1
175
3090
540750
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
85
2400
204000
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
20
3250
65000
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