Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date14 Feb 2024
Closing DateCancelled
Tender Amount₹ 62,14,000
Costs
EMD
₹ 5,11,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDPW_896223_1Tender No
542/8 Kam/e_Tendering/2023-24 Dated 07-02-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
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
123360
16000
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
19.67
1730960
88000
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
33607
6270
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
5500
125
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
90000
150
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
316416
5150
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
133000
190
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
259376
4300
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
99375
5300
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
529200
9800
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
27000
90
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
56100
110
Supply & Laying of 900mm dia N.P.-3 H.P. including cartage upto side loading and unloading and all Taxes etc.
7.5
41250
5500
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