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₹ 74,00,000
Costs
EMD
₹ 5,70,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEMRT_993578_9Bid Award Id
ViewTender No
58/94MS-S/2024 Date 04-01-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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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)
177
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Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-25)
175
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M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend hooks, and authorized overlapping shall be measured and including cost of binding wire. S.I. No. 504
225
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Providing and Laying Filter material underneath pitching in slopes complete as per drawing and Technical Specification
167
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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
153
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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)
35
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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
17
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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
80
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R.R. Stone massonary work in cement & coarse sand mortar in 1:3 in substructure including supply of all material labour T&P etc. complete for proper completion of work (12.6 & 1405.3)
190
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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
43
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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.
31
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Providing & applying tack coat with VG-10 bitumen at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom as per Technical Specification
215
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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 120 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.
215
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Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.
215
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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.
1230
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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
187
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Supply & Laying 1000 mm NP-3 Hume pipe.
20
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Class-150 Brick work in 1:6 cement and fine sand mortar in foundation and plinth including supply of all materials, labour, curing and T&P etc. required for proper completion of the work. For making of wall S.I. No. 303
6.5
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12mm Thick plaster with cement and fine sand in 1:6 over brick work minimum thickness not to be less than 10 mm including cost of all types of materials, Labour, T&P etc. required for proper completion of the work. S.I. No. 586
40
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Road Sign Board
2
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