Rural Engineering Department Tender
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Rural Engineering Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Feb 2025
Closing DateCancelled
Tender Amount₹ 12,64,000
Costs
EMD
₹ 25,280Document Cost
₹ 896Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_REDUP_1004805_41Tender No
2521/EE/RED/GKP/24-25 Date 20-01-25Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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BOQ Items
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EW Filling In Embakement of Road As Per S.I. No.-253
6.39
163
1045.4
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GSB Grade 1 Construction of granular sub-base by providing well graded material spreadig in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with smoth wheel rollar to achieve the desired density, complete as per MORD tenhnical speicification clause 401.
2.43
4177
10150.11
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WBM Grading -3 Providing and Laying spreding and compecting stone aggregates of specific sizes to Water Bond Macdom specification including sperdaing in uniform thickness hand packing rolling with smooth wheel rollor 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill -up the interstics of coarse aggergate watering and compecting to the required dencity Grading -3 as per MORD tenhnical speicification clause 405.
38.11
5463
208225.42
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Supply and alying of 125 micron polytheensheet uder the foundation (for anti salt peter treatment) or over sub-base to act as separation between sub-base and concrete slab(for C.C.Road slab),including supply af all materials,labour,T&P required for proper completion of the work.
451
23
10778.9
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Laying C.C.Road slab consisting of 1:1.5:3 cement,course sand & approved20 mm 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 templest as directed by Engineer-in-charge but excluding cost of metal required for rectification of the sub grade ,as per SI No. 773
78.01
9323
727287.23
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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
40.16
163
6570.18
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Macking construction of joints
175
37
6524
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Providing & fixing& sighnboard etc. complete.
1
4400
4400
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