Soil And Water Conservation Department Tender

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Soil And Water Conservation Department Tender

Works

Civil And Construction

Water Storage And Supply

Eprocure

Bandipora, Jammu & Kashmir

Opening Date28 Oct 2024

Closing Date6 Nov 2024

Tender Amount₹ 10,09,000

Notes

Download

Costs

EMD
₹ 20,200
Document Cost
₹ 600
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_SWCD_262439_2
Bid Award Id
View
Tender No
E-NIT NO 02 OF 2024-25 DATED 24-10-2024
Tender Authority
Soil And Water Conservation Department View
Purchaser Address
-
Website
http://http://www.jkdosc.com/

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Documents

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Tender Notice-11.8 MBTendernotice_1.pdf

Tender Document

BOQ-1387.6 kBBOQ_792756.xls

Financial Document (BOQ)

Document-145.2 kBTender_Detail_2024...Tender_Detail_2024_SWCD_262439_2.html

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BOQ Items

DO_NOT_SHOW

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View all details for FREE

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

Quantity92.55

Rate337

Amount 31231

16’-0”x4’-0”x4’-0’=256cft or 7.25cum

Quantity-

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Amount -

Deduct 15% voids = 1.08 cum

Quantity-

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Amount -

T= 6.17 cum x 15= 92.55 cum

Quantity-

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Amount -

Carriage of stones average lead of 600 m by head load

Quantity92.55

Rate728

Amount 67467.1

Qtty vide (3) = 92.55 cum

Quantity-

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Amount -

Supply of crate wire mesh (4”x4”) including carriage up to site of work

Quantity950.4

Rate94

Amount 89394.62

1x 16’-0”x 16’-0”= 256 sft

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Amount -

Lids 2x 4’-0”x4’-0”= 16 sft

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288sft @ 220gram / sft = 63.36kgx 15= 950.40 kg

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ii. CONSTRUCTION OF DRSM CHECK DAMS AT SHAHPORACHORWAN GUREZ.

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Geo Coordinates 34 39 23.N 74,53 29 E

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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.

Quantity74

Rate1099

Amount 81326

Qty. = 140 Cum

Quantity-

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Amount -

1x( 1.50m + 1.20m)/2 x 1.20m x 51m = 82.62

Quantity-

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Amount -

D/d 15% voids = (-) 12.39 cum

Quantity-

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Amount -

=74.22______

Quantity-

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Net Vol = 74.22 cum or say 74 cum

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iii. LAYING OF CRATE WIRE STRUCTURE AT ASTANNALLA WANPORA GUREZ.

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Geo Coordinates 34 37 48.74 N,74 49 10.00 E

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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

Quantity34

Rate436

Amount 14824

1x16’-0”x5’-0”x [6”+ 1’-0”] = 60cft or 1.70cum x\20= 34 cum

Quantity-

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Hand-packing stones in wire-crates; excluding cost of crates and stones

Quantity123.4

Rate337

Amount 41641.33

16’-0”x4’-0”x4’-0’=256cft or 7.25cum

Quantity-

Rate-

Amount -

Deduct 15% voids = 1.08 cum

Quantity-

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Amount -

T= 6.17 cum x 20= 123.4 cum

Quantity-

Rate-

Amount -

Carriage of stones average lead of 600 m by head load

Quantity123.4

Rate728

Amount 89956.13

Qty vide (3) = 123.4 cum

Quantity-

Rate-

Amount -

Supply of crate wire mesh (4”x4”) including carriage up to site of work

Quantity1267.2

Rate94

Amount 119192.83

1x 16’-0”x 16’-0”= 256 sft

Quantity-

Rate-

Amount -

Lids 2x 4’-0”x4’-0”= 16 sft

Quantity-

Rate-

Amount -

288sft @ 220gram / sft = 63.36kgx 20= 1267.20 kg

Quantity-

Rate-

Amount -

iv. CONSTRUCTION OF DRSM CHECK DAMS AT ASTANNALLA WANPORA GUREZ.

Quantity-

Rate-

Amount -

Geo Coordinates 34 37 48.74 N,74 49 10.00 E

Quantity-

Rate-

Amount -

Quantity85

Rate1099

Amount 93415

Qty. = 85 Cum

Quantity-

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Amount -

1x( 1.50m + 1.20m)/2 x 1.20m x 62m = 100.44

Quantity-

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Amount -

D/d 15% voids = (-) 15.066 cum

Quantity-

Rate-

Amount -

=85.374______

Quantity-

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Amount -

Net Vol = 85.374 cum or say 85 cum

Quantity-

Rate-

Amount -

LAYING OF CRATE WIRE STRUCTURE AT TANGGHAT WAVEN.

Quantity-

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Amount -

Geo Coordinates 34 29 28.92 N,74 45 35.59 E

Quantity-

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Amount -

Quantity18.7

Rate436

Amount 8153.2

1x16’-0”x5’-0”x [6”+ 1’-0”] = 60cft or 1.70cum x\11= 18.70 cum

Quantity-

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Amount -

Hand-packing stones in wire-crates; excluding cost of crates and stones

Quantity67.87

Rate337

Amount 22902.73

16’-0”x4’-0”x4’-0’=256cft or 7.25cum

Quantity-

Rate-

Amount -

Deduct 15% voids = 1.08 cum

Quantity-

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Amount -

T= 6.17 cum x 11= 67.87 cum

Quantity-

Rate-

Amount -

Carriage of stones average lead of 600 m by head load

Quantity67.87

Rate728

Amount 49475.87

Qty vide (3) = 67.87 cum

Quantity-

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Amount -

Supply of crate wire mesh (4”x4”) including carriage up to site of work

Quantity696.96

Rate94

Amount 65556.06

1x 16’-0”x 16’-0”= 256 sft

Quantity-

Rate-

Amount -

Lids 2x 4’-0”x4’-0”= 16 sft

Quantity-

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Amount -

288sft @ 220gram / sft = 63.36kgx 11= 696.96 kg

Quantity-

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Amount -

CONSTRUCTION OF DRSM CHECK DAMS AT TANGGHAT WAVEN.

Quantity-

Rate-

Amount -

Geo Coordinates 34 29 28.92 N,74 45 35.59 E

Quantity-

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Amount -

Quantity70

Rate1099

Amount 76930

Qty. = 70 Cum

Quantity-

Rate-

Amount -

1x( 1.50m + 1.20m)/2 x 1.20m x 51m = 82.62

Quantity-

Rate-

Amount -

D/d 15% voids = (-) 12.39 cum

Quantity-

Rate-

Amount -

=70.23______

Quantity-

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Amount -

Net Vol = 70.23 cum or say 70 cum

Quantity-

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Amount -

LAYING OF CRATE WIRE STRUCTURE AT CHUTIMULLAH.

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Geo Coordinates 34 24 27.00 N,74 45 19.01 E

Quantity-

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Amount -

Quantity13.6

Rate436

Amount 5929.6

1x16’-0”x5’-0”x [6”+ 1’-0”] = 60cft or 1.70cum x\08= 13.60 cum

Quantity-

Rate-

Amount -

Hand-packing stones in wire-crates; excluding cost of crates and stones

Quantity49.36

Rate337

Amount 16656.53

16’-0”x4’-0”x4’-0’=256cft or 7.25cum

Quantity-

Rate-

Amount -

Deduct 15% voids = 1.08 cum

Quantity-

Rate-

Amount -

T= 6.17 cum x 08= 49.36 cum

Quantity-

Rate-

Amount -

Carriage of stones average lead of 600 m by head load

Quantity49.36

Rate728

Amount 35982.45

Qty vide (3) = 49.36 cum

Quantity-

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Amount -

Supply of crate wire mesh (4”x4”) including carriage up to site of work

Quantity506.88

Rate94

Amount 47677.13

1x 16’-0”x 16’-0”= 256 sft

Quantity-

Rate-

Amount -

Lids 2x 4’-0”x4’-0”= 16 sft

Quantity-

Rate-

Amount -

288sft @ 220gram / sft = 63.36kgx 08= 506.88 kg

Quantity-

Rate-

Amount -

CONSTRUCTION OF DRSM CHECK DAMS AT CHUTIMULLAH.

Quantity-

Rate-

Amount -

Geo Coordinates 34 24 27.00 N,74 45 19.01 E

Quantity-

Rate-

Amount -

Quantity37

Rate1099

Amount 40663

Qty. = 37 Cum

Quantity-

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Amount -

1x( 1.50m + 1.20m)/2 x 1.20m x 27m = 43.74

Quantity-

Rate-

Amount -

D/d 15% voids = (-) 6.56 cum

Quantity-

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Amount -

=37.179______

Quantity-

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Amount -

Net Vol = 37.179 cum or say 37 cum

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Soil And Water Conservation Department Tender