Soil And Water Conservation Department Tender
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Soil And Water Conservation Department Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date24 Oct 2024
Closing Date4 Nov 2024
Tender Amount₹ 7,29,000
Costs
EMD
₹ 14,580Document Cost
₹ 300Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SWCD_262009_2Bid Award Id
ViewTender No
E-NIT NO 01 OF 2024-25 DATED 23-10-2024Tender Authority
Soil And Water Conservation Department ViewPurchaser Address
-Website
http://http://www.jkdosc.com/
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Documents
BOQ Items
Hand-packing stones in wire-crates; excluding cost of crates and stones
172.76
337
58297.86
16’-0”x4’-0”x4’-0’=256cft or 7.25cum
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Deduct 15% voids = 1.08 cum
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T= 6.17 cum x 28= 172.76 cum
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Carriage of stones average lead of 600 m by head load
172.76
728
125938.59
Qtty vide (3) = 172.76 cum
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Supply of crate wire mesh (4”x4”) including carriage up to site of work
1774.08
94
166869.97
1x 16’-0”x 16’-0”= 256 sft
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Lids 2x 4’-0”x4’-0”= 16 sft
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288sft @ 220gram / sft = 63.36kgx 28= 1774.08 kg
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EARTHEN BAG EMBANKMENT AT PURINA TULAIL BANDIPORA
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Providing empty Nylon bags(Used) free of defects and having 50 Kg capacity
12150
3
36450
i. Preparation of bed by earth work in excavation, duping of excavated earth down hillside, dressing od sides, and all operations complete. As per the site demand
ii. Filling of excavated earth in bags after breaking of clods and pulverization upto 80% capacity of the bag. 12150 Nos.
iii. Sewing of earth filled bags with strings tightly including the cost of strings 12150 Nos.
iv. Headload carriage of earth filled jute bags from site of filling to the site of placing. 12150 Nos.
v. Placing of earth filled Nylon bags in position in gullies in layers and ramming with feet for firm fixation, with sloping faces and all operations completed with numbering of each structure. 12150 Nos.
12150
10
121500
LAYING OF CRATE WIRE STRUCTURE AT CHACHINAR BANDIPORA
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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
25.5
436
11118
1x16’-0”x5’-0”x [6”+ 1’-0”] = 60cft or 1.70cum x15= 25.5 cum
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Hand-packing stones in wire-crates; excluding cost of crates and stones
92.55
337
31231
16’-0”x4’-0”x4’-0’=256cft or 7.25cum
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-
Deduct 15% voids = 1.08 cum
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-
T= 6.17 cum x 15= 92.55cum
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Carriage of stones average lead of 600 m by head load
92.55
728
67467.1
Qtty vide (3) = 92.55 cum
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Supply of crate wire mesh (4”x4”) including carriage up to site of work
950.4
94
89394.62
1x 16’-0”x 16’-0”= 256 sft
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Lids 2x 4’-0”x4’-0”= 16 sft
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288sft @ 220gram / sft = 63.36kgx 15= 950.4 kg
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