Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date15 Jan 2025
Closing Date21 Jan 2025
Tender Amount₹ 46,00,000
Costs
EMD
₹ 4,30,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEMRT_993578_6Bid Award Id
ViewTender No
58/94MS-S/2024 Date 04-01-2025Tender 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/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC M-20)
140
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Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-25)
140
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Supplying, fitting and placing HYSD bar reinforcement in complete as per drawing and technical specifications
100
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Providing and Laying Filter material underneath pitching in slopes complete as per drawing and Technical Specification
165
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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
85
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Construction of precast RCC railing of M20 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications As per no. 1500,1600,1700 & 2703 (For Railing)
14
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Providing and laying Cement concrete Wearing Coat M-20 grade including reinforcement complete as per drawing and as per Technical Specifications No. 2702
10
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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
24
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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
56
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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
40
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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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
30
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Providing and applying primer coat with Bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502.
150
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Providing & applying tack coat with VG-10 bitumen at the rate of 0.20 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom as per Technical Specification
300
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Providing and laying dense graded bituminous macadam with 100TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder V.G.-30 @ 4.50 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. 507 complete in all respects.
15
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects
7
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Earth work for Patries 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 the in 20 cm. Layers including ramming and dressing the surface to required levels and slops and also including 1.50 m. lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30m distance as directed by the Engineer–in charge.
28
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Carted 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 the in 20 cm. Layers including ramming and dressing the surface to required levels and slops and also including 1.50 m. lift and 8.00 k m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30m distance as directed by the Engineer–in charge. S.I. No. 253(a) 261(b)
600
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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
600
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Supply and fixing of 1000mm dia NP-3 hume pipe
20
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intensity grade sheeting vide clause 801.3, fried over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. (Ch. 27 New item 6)
a) 90 cm equilateral triangle with diffinitation plate size (20 cm x 60 cm) (Left hand curve)
4
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intensity grade sheeting vide clause 801.3, fried over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. (Ch. 27 New item 6)
j) 30 x 90 cm (Left/Right) Object Hazard
4
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