Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Jan 2025
Closing Date16 Jan 2025
Tender Amount₹ 17,16,23,000
Costs
EMD
₹ 30,00,000Document Cost
₹ 2,725Tender Fee
Refer Documents
Summary
Widening And Strengthening Work Of Nawabganj To Bijamau To Kesarganj (to Matkapur) Road
Description
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Contact
Tender Id
2025_CEBLY_989510_1Tender No
12011/413C(E-Tender)-3/2024-25 Date 17.12.2024Tender 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 graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site. laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
4068
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Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleaned with hydraulic broom.
182547
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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 er cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
6483
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
2778
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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 lable No. 300-2
21698
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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.
336
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
84
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M-20: Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and as per MORT&H Specification Clause 1500, 1700 & 2100. For Cover
141.6
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
111
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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
68.22
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Plain cement concrete 13:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation
5.85
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Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications
56.55
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Stone Ballast 40 mm gauge filling behind abutment, wing wall & return wall complete as per drawing & technical specification.
2.43
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Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications.
84.51
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar.
15
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Plastering with pement mortar (1:3) on brick work in sub-structure as per Technical Specifications.
1.26
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