Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Feb 2025
Closing Date12 Mar 2025
Tender Amount₹ 9,00,00,000
Costs
EMD
₹ 18,00,000Document Cost
₹ 2,354Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEMBD_1006602_1Tender No
285/ETEN_RC/24_25_D_13_01_25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Construction of earthen shoulders with approved material obtained from borrow pitswith all lifts & leads, transporting to site, spreading, grading to required (All complete as per E/I) Including all T&P, Labour, Material, Royalty Tax but excluding GST
10452.96
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401Including all T&P, Labour, Material, Royalty Tax but excluding GST
3019.5
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water of OMC in mechanical mix (Pug Mill), carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared under base and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. Including all T&P, Labour, Material, Royalty Tax but excluding GST
1830
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Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion (SS-2) in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. Including all T&P, Labour, Material, Royalty Tax but excluding GST
2560
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Providing and laying dense graded bituminous macadam grading-2 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 per 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. (All complete as per E/I) Including all T&P, Labour, Material, Royalty Tax but excluding GST
554.5
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Providing and applying tack coat with Bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface.(All complete as per E/I)
61610
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Providing and laying bituminous concrete grading-2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 (All complete as per E/I)
1830
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Construction of Retaining Wall 3.00M Height Excavation in Soil using Hydraulic Excavator CK 90; Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections. Sr. No. 3.6A Morth Sp-301 (All complete as per E/I)
(Construction of Retaining Wall 3.00M Height)
1487.8
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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.
(Construction of Retaining Wall 3.00M Height)
119.37
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation &Sub Structure complete as per Drawing and Technical Specifications. (Construction of Retaining Wall 3.00M Height)
468.48
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation &Sub Structure complete as per Drawing and Technical Specifications. (Construction of Retaining Wall 3.00M Height)
55.16
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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.
186.81
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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.
25.26
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Brick masonry work in1:3 cement mortar in foundation 7 sub-structure complete excluding pointing and plastering as per drawing and technical specifications Clauses
66.52
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
26.7
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20
42.12
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Plain/Reinforced Cement Concrete in Sub Structure complete as per Drawing and Technical Specifications. RCC Grade M25
141.26
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation &Sub Structure complete as per Drawing and Technical Specifications.
19.49
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Plain/Reinforced Cement Concrete in Sub Structure complete as per Drawing and Technical Specifications. RCC Grade M25
15.21
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De-Watering by diesel pumping set of 5 H.P.copacity during the construction of bridge& culvert etc including hite-charges of pumping set and its POL, labour all T&P etc complets in all respect
96
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Supply and laying empty cement bag filling with local sand in both side of river including supply of empty cement bags local sand stiching of bags stacking,laying in position complete as per diraction of Engineer-in-charge
3200
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Extension of 600 MM dia R.C.C Hume Pipe Class NP-3 culvert FROM 7.50 M to 12.50 M (5.00 Meter Length extra reqiured) (All complete as per E/I)
8
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Extension of 1000 MM dia R.C.C Hume Pipe Class NP-3 culvert FROM 7.50 M to 12.50 M (5.00 Meter Length extra reqiured) (All complete as per E/I)
6
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
1039.35
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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. Including all T&P, Labour, Material, Royalty Tax but excluding GST
346.45
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RCC grade-M20 in Open Foundation complete as per Drawing and Technical Specifications 1500, 1700 & 2100
826.15
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications 1600 Including all T&P, Labour, Material, Royalty Tax but excluding GST
389.12
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