Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date22 Feb 2019
Closing Date27 Feb 2019
Tender Amount₹ 66,00,000
Costs
EMD
₹ 5,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEAGR_318551_1Bid Award Id
ViewTender No
872-Cashiar (P.D.A) dt-11.02.2019Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
... More
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-C as per Technical Specification Clause 508.
1200
206880
172.4
... More
Providing, laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type 'C' as per Technical Specification Clause 510.
1200
73080
60.9
... More
Laying Cement Concrete pavement (C.C. Road Slab) consisting 1:1½:3 Cement Coarse sand and approved 2cm (3/4”) gauge stone grit (upto 15cm thick) over prepared sub base grade after its rectifications and bringing it to proper camber and including supply of all materials, labour & T&P etc. required for proper completion of work finished to temp as directed by E/I but excluding cost of material required for rectification of the sub-grade. (Sl.No. 279b)
270
2058885
7625.5
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Earth work in filling in both side of road patries in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 m in depth & E/W in 20 cm layers, including ramming & dressing the surfae to required level & slope etc, complete as per direction of E/ I. but carted from 1 km distance.
540
84834
157.1
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Earth work in filling in both side of road patries in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 m in depth & E/W in 20 cm layers, including ramming & dressing the surfae to required level & slope etc, complete as per direction of E/ I. as per SI.No. 253(a)
180
19998
111.1
Evaluation Notes How It Works ?
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