Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date15 Jan 2025
Closing Date1 Feb 2025
Tender Amount₹ 62,14,000
Costs
EMD
₹ 5,11,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEDPW_993197_1Tender No
50 /8 Kam/e_Tendering/BRH-SWT Circle/2024-25 Dt. 07-01-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. As per Morth Sp. No. 15.18
7.71
16000
123360
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
19.67
88000
1730960
... More
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications. As per SOR chapter-6 (S.No. 307-A)
5.36
6270
33607.2
... More
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.
44
125
5500
... More
Dewatering of ground water below spring level for excavation & foundation concreting and brick work including boring of pipe operational and running charge of Diesel pumps complete.
600
150
90000
... More
Flexible Apron : Construction of Flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
61.44
5150
316416
... More
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 One Km. Cartage earth
700
190
133000
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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
60.32
4300
259376
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Providing, laying, spreading and compacting stone aggregates of 22.4-53mm gauge 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.
18.75
5300
99375
... More
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.
54
9800
529200
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Construction of Subgrade and Earthen Shoulders - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
300
90
27000
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Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding metre (20") in depth and earthwork in embankment to be in 20cm. (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5 ft) lifts and 30m. (100") lead. The earth from cutiing to be used in making embankment or to be deposited as spoil banks within 30 metres (100ft.) distance as directed by the Engineer-in-charge.SI No 253
510
110
56100
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Supply & Laying of 900mm dia N.P.-3 H.P. including cartage upto side loading and unloading and all Taxes etc.
7.5
5500
41250
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