Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date4 Mar 2020
Closing Date18 Mar 2020
Tender Amount₹ 34,04,637 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 3,30,000Document Cost
₹ 840Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEUCZ_443107_3Bid Award Id
ViewTender No
298 /e.tender/19-20 Dated- 24-02-2020Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
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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 .
750
-
165
... More
Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .
750
-
55
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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.
40
-
103
... More
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.
16.5
-
7100
... More
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
41
-
6350
... More
Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
5
-
7450
... More
Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/ superstracutre as per technical specification clauses 613.4 & 1204
220
-
132
Evaluation Notes How It Works ?
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