Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Feb 2025
Closing Date20 Feb 2025
Tender Amount₹ 47,64,128 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 4,71,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Summary
Construction Of Rasoolpur Hardopatti Link Road
Description
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Contact
Tender Id
2025_CEUCZ_1006554_1Tender No
889/352C/E-TENDER/STP-LMP/24 Dt 05.02.2025Tender 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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Providing, Laying, spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density
258.19
5400
1394226
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Providing, Laying, spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness, hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density
239.06
5430
1298095.8
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Brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mud mortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth as directed by the Engineer - in -charge.
0.85
96000
81600
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Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits availble land with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specitaion Clause 303.1
500
85
42500
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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 0.70kg/sqm using mannual means.
3187.5
40
127500
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Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.350 kg per sqm on the prepared surface cleaned with hydraulic broom .
3187.5
16
51000
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Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant ,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat .
3187.5
200
637500
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Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .
3187.5
70
223125
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Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
24
120
2880
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Laying reinforced cement concrement pipe for 1000mm dia np-3 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
22.5
6500
146250
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Laying reinforced cement concrement pipe for 350mm dia np-3 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
22.5
2100
47250
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Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.
1
8100
8100
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Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203
10
7200
72000
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Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4
38
75
2850
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Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/ superstracutre as per technical specification clauses 613.4 & 1204
0.7
150
105
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