Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date
15 Oct 2018Closing Date
26 Feb 2019Tender Amount
₹ 6,50,00,000Costs
EMD
₹ 13,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEJNS_261762_1Bid Award Id
ViewTender No
5748/35C date 20.09.2018Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
20 mm thick open-Graded Premix carpet using Bituminous 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 VG-10 grade bitumen to required line, grade and evel II Serve as wearing etc. as Per MORD Specific 508 Clause
74750
8783125
117.5
Providing and laying seal coat 'C' type sealing the Voids in a bituminous surface laid to the specified levels, grade and croos fall using type-C, as per Technical Specification clause 510(a)
74750
3849625
51.5
Earth Work in Filling in pateri in ordinary soil both side road side (Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.
8724
1029432
118
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
472.23
16528
35
PCC Grade M15
64.88
324010
4994
RCC Grade M25
106
604030
5698.4
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
112
705600
6300
Sand Filling in foundation trenches as per drawing and technical apecification Clause 305, 3.9
7.77
15104
1944
Supply and laying of 900 mm dia NP-3 hume pipe including cost of pipe loading unloading cartage upto site & all labour T&P ect for proper completion of work
62.5
284375
4550
Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.
55.77
269369
4830
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
147
15729
107
Evaluation Notes How It Works ?
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