Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date10 Jan 2025
Closing Soon17 Jan 2025
Tender Amount₹ 77,00,000
Costs
EMD
₹ 5,85,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEMRT_992110_3Tender No
9136/94MS-S/2024 Date 31-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-15)
63
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Plain Cement Concrete M-20 with stone aggregate nominal size mechanical mix and viberated in foundation upto depth 1.5m below ground level and 1.5m above ground level (PCC-M20)
120
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Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC Grade M35)
278
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Supplying, fitting and placing HYSD bar reinforcement in Super-structure complete as per drawing and technical specifications
133
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Provision of an Reinforced cement concrete crash barrier at the bridge decks & approaches to bridge structures, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming MoRT&H Specification and as per details given IRC -5 including dowel bars, expansion joints filled with pre-moulded asphalt filler board etc. and approved drawing and at locations directed by the Engineer, all as specified. (As per no. 1500,1600,1700 & 2703 (For R.C.C. Railing)
15
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Providing and laying Cement concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and as per Technical Specifications No. 2702
13
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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight as per Technical Specifications No. 2605 (14.18)
15
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Providing and Laying Filter material underneath pitching in slopes complete as per drawing and Technical Specification (GSB)
20
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
60
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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 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer incharge. (1.0 Km cartage)
2030
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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
168
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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.
126
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
840
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Providing and applying tack coat with bitumen using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
840
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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 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.
42
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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
25
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Brick soling with bricks laid on edge and dry with brick edging onboth side including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth of P.I. 5 to 7, spreading a blinding coat 1 cm. (3/8") depth of local earth over the entire surface and including supply of all materials, labour, tolls & plants etc. required for proper com pletion of work. Sl.No. 762B
900
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Supply and fixing of 1000mm dia NP-3 hume pipe
15
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