Soil And Water Conservation Department Tender
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Soil And Water Conservation Department Tender
Civil And Construction
Building Construction
Construction Material
Eprocure
Opening Date29 Oct 2024
Closing Date8 Nov 2024
Tender Amount₹ 2,96,000
Costs
EMD
₹ 5,100Document Cost
₹ 200Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SWCD_262580_3Bid Award Id
ViewTender No
E-NIT NO 01 OF 2024-25 DATED 25-10-2024Tender Authority
Soil And Water Conservation Department ViewPurchaser Address
-Website
http://http://www.jkdosc.com/
GEM & Bid Advisory Services
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BOQ Items
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: in all kinds of soil 1m from cutting edge 1x16’-0”x5’-0”x [6”+ 1’-0”] = 60cft or 1.70cum x 15= 25.5 cum 2 @ Rs436/cum
Hand-packing stones in wire-crates; excluding cost of crates and stones 16’-0”x4’-0”x4’-0’=256cft or 7.25cum
Deduct 15% voids = 1.08 cum T= 6.17 cum x 15 = 92.55 cum @ Rs 337.45/cum
Carriage of stones average lead of 600 m by head load Qtty vide (2) = 92.55 cum @ Rs 728.98/cum
Supply of crate wire mesh (4”x4”) including carriage up to site of work 1x 16’-0”x 16’-0”= 256 sft
Lids 2x 4’-0”x4’-0”= 16 sft 272sft @ 220gram / sft = 63.36kgx 15= 950.4 kg @ Rs 94.06/kg(SICOP)
8
13275
106200
iii. Construction of DRSM Checkdams. 100 Cum.
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construction of DRSM check dam with fashioning of stones to be used along the exposed faces with bond stones including earth work in excavation in all kinds of soils / ordinary rock/ hard rock (as per site ) in trench with an average minimum depth of 6” throughout the length of foundation including all necessary lead and lifts , excluding cost of stones & bond stones ,its carriage up to site of work, labour component ,supervision etc, complete job. (At Spots):-
1x( 1.50m + 1.20m)/2 x 1.20m x 145.5m = 235.71cum D/d 15% voids = (-) 35.35cum ----------------------------- T= 200.36cum or say 270cum @ Rs1099/ cum (FSR)
100
1099
109900
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