Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Feb 2025
Closing Date18 Mar 2025
Tender Amount₹ 1,23,87,000
Costs
EMD
₹ 8,64,000Document Cost
₹ 2,725Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEBLY_1012186_1Tender No
1573/141C(E-Tender)-3/25 Dt. 10-02-2025Tender 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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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401
735.95
4400
3238180
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
425.47
5200
2212444
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
423.29
5150
2179943.5
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Brick edging on both sides of the road of first class bricks 8 cm (3") wide and 12 cm. 4½"deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge. SI No.765
1.49
65650
97818.5
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Providing and applying primer coat with Bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70 Kg/Sqm using mechanical means as per Technical Specification Clause 502.
5643.75
42
237037.5
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Providing and applying tack coat with Bitumen VG-10 using Bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
5643.75
18
101587.5
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm 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 of Type as per Technical Specification Clause 508.
5643.75
202
1140037.5
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.
5643.75
75
423281.25
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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 material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per technical specification clause 300 and Sr. No. 11.5 & 300.
264.09
370
97713.3
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Providing concrete for plain/reinforced concrete in 1:3:6 open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and Sr. No. 11.4 & 800 &1200
15.61
7600
118636
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 and Sr. No. 11.5 & 600 & 1200.
137.77
6400
881728
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Providing Weepholes in brick masonry/stone masonry, plarn/reinforcement concrete abutment, wing wall, return wall, with 100 mmdia P V C pipe extending through the full width of the structures with with slope of 1 : 20 towards drawinfg face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.
20
220
4400
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M-25 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203. Sr. No. 12.4 800 & 1200.
17.2
8400
144480
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Supplying, Fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification Clauses 1002, 1005, 1010 & 1202.
16.88
8000
135040
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Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 and 1204, and Sr. No. 12.2 & 600.
120.77
90
10869.3
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Stone Ballast 40 mm gauge filling behind abutment, wing wall & return wall complete as per drawing & technical specification.
10.45
4300
44935
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Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
42.29
900
38061
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 mas per Technical Specification Clause 202. (Cement Mortar Work)
3.08
1500
4620
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry including unserviceable material and stacking the serviceable material with all lifts and lead of 1000 mas per Technical Specification Clause 202.
3.64
475
1729
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Construction of embankment with approved material obtained from side borrow pitsof road with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (Carted Earth)
843.28
130
109626.4
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Supplying and Laying of 1000mm dia Hume Pipe. Complete
22.5
4800
108000
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Supplying and Laying of 600mm dia Hume Pipe. Complete
15
2500
37500
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Supplying and Laying of 350 mm dia Hume Pipe. Complete
22.5
1750
39375
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