Soil And Water Conservation Department Tender
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Soil And Water Conservation Department Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date30 Jan 2025
Closing DateCancelled
Tender Amount₹ 10,00,000
Costs
EMD
₹ 20,000Document Cost
₹ 700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_SWCD_271351_1Tender No
2025_SWCD_270854_3Tender Authority
Soil And Water Conservation Department ViewPurchaser Address
-Website
http://http://www.jkdosc.com/
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Documents
BOQ Items
... More
Carriage of stones average lead of 600 m by head load Qtty vide (3) = 246.8 cum
246.8
728
179912.26
... More
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 288sft @ 220gram / sft = 63.36kgx 40= 2534.4 kg
2534.4
94
238385.66
... More
LAYING OF CRATE WIRE STRUCTURE AT Shok Baba Gugerpatti UNDER STRATEGIE ACTION PLAN FOR THE YEAR 2024-25
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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 x10= 17 cum 2
17
436
7412
... More
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 10= 61.70 cum
61.7
337
20820.67
... More
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 288sft @ 220gram / sft = 63.36kgx 10= 633.6 kg
633.6
94
59596.42
... More
Carriage of stones average lead of 600 m by head load
Qtty vide (3) = 61.70 cum
61.7
728
44978.07
... More
CONSTRUCTION OF DRSM CHECK DAMS AT Shok Baba Gugerpatti UNDER STRATEGIE ACTION PLAN FOR THE YEAR 2024-25
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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.
Qty. = 150 Cum 1x( 1.50m + 1.20m)/2 x 1.20m x 130m = 177cum D/d 15% voids = (-) 27 cum ----------------------------- Net Vol = 150.00 cum or say 150 cum
150
1099
164850
... More
LAYING OF CRATE WIRE STRUCTURE AT Sumlar (GujerpattiUNDER STRATEGIE ACTION PLAN FOR THE YEAR 2024-25.
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-
... More
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 x8= 13.6 cum
13.6
436
5929.6
... More
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 8= 49.36 cum
49.36
337
16656.53
... More
Carriage of stones average lead of 600 m by head load
Qtty vide (3) = 49.36 cum
49.36
728
35982.45
... More
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 288sft @ 220gram / sft = 63.36kgx 8= 506.88 kg
506.88
94
47677.13
... More
CONSTRUCTION OF DRSM CHECK DAMS AT Sumlar (Gujerpatti UNDER STRATEGIE ACTION PLAN FOR THE YEAR 2024-25.
-
-
-
... More
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.
Qty. = 60 Cum 1x( 1.50m + 1.20m)/2 x 1.20m x 67m = 71cum D/d 15% voids = (-) 10.65 cum ----------------------------- Net Vol = 60.35 cum or say 59 cum
59
1099
64841
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