Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date4 Mar 2025
Closing Soon10 Mar 2025
Tender Amount₹ 1,07,68,712.5 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 7,45,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEUCZ_1013368_1Tender No
1276/352C/E-Tender/STP-LMP dated 21-02-2025Tender 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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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
82
1100
90200
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RCC Grade M25 using batching plant transit mixer & Concrete pump
233.5
9750
2276625
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Supplying, Fitting and Placing un-coated Reinforcement in Foundation complete as per Drawing and Technical Specifications.
302
9350
2823700
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Boring for Dewatering
25
3500
87500
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Dewatering of the area for excavation of earth to complete work.
1920
140
268800
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Providing weep holes in Reinforced concrete abutment, 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
128
335
42880
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Back filling behind abutment return wall complete as per drawing and Technical Specification
143
5100
729300
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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
314
4500
1413000
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
109
5100
555900
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade prismatic sheeting (type IV sheet) vide clause 801.3, fixed over aluminium sheeting grade (type IV sheet )1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm,vertical chaeenal post 75mm x40mm x4mm, 3.50 meter long, 60 cm below ground level as per approved drawing HAZARD MARKER STOP BOARD
4
4800
19200
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Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets NP-3 Pipe in Diversion for drainage 1000 mm dia
50
5400
270000
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Earth work work in embankment in ordinary soil excavation to be made in the form of regular pits not exceeding1/2 m in depth and earthwork in embankment to be in 20 cm layers including ramming, dressing pulverization the surface to the required level and slopes and also including lead upto 30 m and lift upto 1.5m.including supply of labour T&P supply of roller and water sprinkler with royalty as directed by Engineer-in-charge.Approach Road (with 1.00km Lead
2500
230
575000
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Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
460
570
262200
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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
50
5100
255000
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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.
84
5300
445200
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Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
375
43
16125
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
375
10
3937.5
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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 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.
375
182
68250
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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.
375
56
21000
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
490
230
112700
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