Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Nov 2024
Closing Soon23 Nov 2024
Tender Amount₹ 40,00,000
Costs
EMD
₹ 4,00,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMRT_972366_3Tender No
4279/11Cashier-MC CD Meerut Dt 15-10-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 Bitumen 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 wheele 80-100 kn static roller capacity, finished to required level and grades to be followed by Type-C seal coat. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. as per Technical Specification Clause. 508. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. Technical Specificaton Clasue (SI.NO. 503).
3780
172
650160
Providing and laying Type-C seal coat with VG-10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. as per technical specification clause 510. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST)
3780
66
249480
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 1 km. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge.
600
126
75600
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