Rural Engineering Department Tender
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Rural Engineering Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Feb 2025
Closing Date12 Feb 2025
Tender Amount₹ 14,76,000
Costs
EMD
₹ 30,000Document Cost
₹ 856Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_REDUP_998931_3Bid Award Id
ViewTender No
1516/RED Tender MaharajganjTender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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BOQ Items
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GSB Grade-1
Construction of granular sub-base by providing well graded material in widening portion and compacted thickness 12.50cm spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density. This work includes cost of all materials, labour, and hire charges of road roller, machinery, T&P etc complete. Complete work as per Technical Speicification Clause 401 and as per direction of E/I.
62.7
4173
261647.1
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Supply and laying of 125 micron poythene sheet under the foundation (for anti salt peter treatment) or over sub-base to act as separation between sub-base and cone. Slab (for C.C.Road slab), including supply of all materials, labour, T&P required for proper completion of the work. NS
570
23
13623
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Laying C.C.Road slab consisting of 1:1.5:3 cement, coarse sand & approved 2cm gauge stone ballast, over prepared sub grade after its rectification & bringing it to proper camber & including supply of all materials, labour and T&P etc. required for proper completion of work, finished to required temples as directed by Engineer-in-charge but excluding cost of metal required for rectification of the sub grade. Take a slab length of 33 rft. and 4" in depth. As per SI NO 773(A) (Average thickness 15 cm)
85.5
9323
797116.5
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Making and filling expansion and construction joints with Bitumin 40% asbestos 5% and coarse sand 55% including all in CC Road.
186
37
6934.08
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Earth work in cutting or in embankment in ordinary soil excavation to be the from of regular pits not exceeding ½meter (20'' ) in depth and earth work in embankment to be in 20cm (80'' ) layers,including ramming and dressing the surface to required levels and slopes and including 1.5m (5'' ) lift and 30m (100'' ) lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30m (100'' ) distance as directed by the E/I. As per SI No. 253 (For Patri work)
58.19
100
5819
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GST @ 18%
1246666.59
-
224399.99
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