Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Special Repair Work Of Pachhuha Lakhanpur To Khamarkha Link Road In Km-1 in Banda, Uttar Pradesh, with an estimated contract value of Rs. 33,50,000. The bid opening date for this tender is 04-02-2025 and the last date for bid submission is 11-02-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Opening Date4 Feb 2025
Closing Date11 Feb 2025
Tender Amount₹ 33,50,000
Costs
EMD
₹ 3,35,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEJNS_1001659_1Bid Award Id
ViewTender No
167/A-25 Date-17-01-2025Tender Authority
Public Works Department ViewPurchaser Address
-
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Documents
BOQ Items
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Providing, laying, spreading and compacting stone aggregates of 22.4-53mm 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 aggregates, watering and compacting to the required density grading-III as per technical specification clause 405
12.38
3330
41225.4
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RCC work with cement approved coarse sand and 2cm. (3/4'') gauge approved stone ballast in the proportion 1:2:4 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost. As in Item (283) above but in RCC 1:1.5:3 As Per SI No. 288
84.36
7670
647041.2
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Excavation in foundation in B.C soil including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches.(S.I.No. 251)
246.05
121
29772.05
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Construction of shoulders with approved material 95% P.D. obtained from borrow pits with a lift upto 1.5m & lead up to 30 m, transporting to site, spreading grading to reqired slope and compacted as per PWD Specification. (E/w In Patri)
247.5
88
21780
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Construction of embankment in Soulder with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 50 meter as per MORD technical specification cause 301.5 MORD sepecification 301.5(i) S.No. 3.4
270
88
23760
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Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 1 : 4 : 8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. As per S.I. No.-281
35.15
4340
152551
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Construction of C.C. Road. (Ch. 0.600 to 0.900) and RCC U-Drain (300×300 mm.) Providing, laying, spreading and compacting stone aggregates of 22.4-53mm 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 aggregates, watering and compacting to the required density grading-III as per technical specification clause 405
67.5
3330
224775
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Providing and laying seal coat Type-C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using As per Technical Specification Clause 510
1650
61
100650
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Providing and applying tack coat with V.G.-10 bitumen using bitumen pressure dristributor @ 0.35 to 0.45 kg. per sqm. on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1650
14
23925
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