Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date29 Sep 2020
Closing Date14 Oct 2020
Tender Amount₹ 1,81,67,000
Costs
EMD
₹ 11,08,000Document Cost
₹ 2,336Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEALD_516072_2Bid Award Id
ViewTender No
6046 /11Kam-B-Pra.Vritt/2020 Dt. 17-09-2020Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
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Tack Coat Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular base surface cleaned with mechanical broom.
4800
-
11.1
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20mm thick Open-Graded Premix Carpet using Bituminous Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen VG-10 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
4800
-
145.7
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Seal Coat - Type C (Mechnical Method) Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat.
4800
-
44.5
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Construction of un-reinforced, plain cement concrete pavement, thickness 15 cm, over a prepared sub base, with 43 grade cement or any other type as per M-30, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, curing of concrete slabs for 14-days.
900
-
6738.8
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Excavation Earthwork in excavation for as per drawing and technial specification Clause 305.1 including setting our construction of shoring and bracing removal fo stumps and other deleterious material and disposal upto a lead fo 50 m dressing of sides and bottom and backfilling in trenches with excvated suitable material. (600 mm dia NP3 HP, 350 mm dia NP3 HP and U-Drain)
1708.96
-
54.84
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P.C.C. grade M 10 (1:3:6) Providing concrete for plain/rainforced concrete in open foundations complete as per drawings and Mord specification Clauses 802,803,1202, 1203 (600 mm dia NP3 HP and U-Drain)
283.04
-
3931.1
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Providing and lying GSB(Granular material) for beding of hume pipe. (600 mm dia NP3 HP, 350 mm dia NP3 HP)
5.32
-
1237.83
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Brick work M-150 Maslonry work in cement mortar1:3 in foundation complete (600 mm dia NP3 HP)
21.14
-
5309.3
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Pointing Pointing with cement mortar (1:3) on brickwork/ C.R. Stone masonry as per drawing and technical specification Clause 613.3 and 1204 (600 mm dia NP3 HP)
27.46
-
59.2
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S/l of 600mm dia NP-3 H.P. culvert (600 mm dia NP3 HP)
15
-
2011.33
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S/l of 350mm dia NP-3 H.P. culvert (350 mm dia NP3 HP)
22.5
-
1175.91
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RCC Grade M20 (Using Concrete Mixer ) (U-Drain)
656
-
6973.2
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (U-Drain)
40.05
-
59248.5
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