Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Feb 2025
Closing Date17 Mar 2025
Tender Amount₹ 83,46,000
Costs
EMD
₹ 6,18,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEUFZ_1010354_3Tender No
998/1(1)-Com-Ayo.Amb. Circle/25 Dated 18-02-2025Tender 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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Grannular Filling ( GSB ) in Foundation Trenches as per Drawing & Technical Specification
150
3600
540000
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M 15)
23
8500
195500
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(M 25)
134
10500
1407000
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Plain/Reinforced cement concrete in Sub-structure complete as per drawing and Technical Specifications (M 25)
94
11000
1034000
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (M 25)
92
12000
1104000
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
10
74500
745000
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
9
75000
675000
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
9
75500
679500
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Provision of Weep holes with 90mm dia polimer pipes fixed at and required/ angle of 45 degree As per SOR Chapter -1 Material Sr no. 17 Extra Item no (32)
35
175
6125
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
60
3600
216000
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
71
3500
248500
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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.
550
250
137500
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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
117
3800
444600
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Supply & laying of 1000 mm dia hume pipe colvert.
10
25000
250000
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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.
33
4600
151800
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Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.
280
40
11200
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
280
15
4200
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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.
14
12000
168000
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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
7
14000
98000
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