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 Date23 Jan 2024

Closing DateCancelled

Tender Amount₹ 10,00,000

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Costs

EMD
₹ 20,000
Document Cost
₹ 700
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2025_SWCD_270854_1
Tender No
2024_SWCD_22012025
Tender Authority
Soil And Water Conservation Department View
Purchaser Address
-
Website
http://http://www.jkdosc.com/

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Documents

Tender Notice-21.8 MBTendernotice_1.pdf

notice

Tender Notice-11.8 MBdscobla.pdf

notice

BOQ-2328.2 kBBOQ_837271.xls

BOQ-1327.2 kBBOQ_837271.xls

boq

Corrigendum-1117.1 kBCorrigendum to NIT...Corrigendum to NIT 05.pdf

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BOQ Items

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Quantity-

Rate-

Amount -

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Carriage of stones average lead of 600 m by head load Qtty vide (3) = 246.8 cum

Quantity246.8

Rate179912

Amount 44402281.6

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

Quantity2534.4

Rate278386

Amount 705541478.4

LAYING OF CRATE WIRE STRUCTURE AT Shok Baba Gugerpatti UNDER STRATEGIE ACTION PLAN FOR THE YEAR 2024-25

Quantity-

Rate-

Amount -

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

Quantity17

Rate7412

Amount 126004

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

Quantity61.7

Rate20821

Amount 1284655.7

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

Quantity633.6

Rate59596

Amount 37760025.6

Carriage of stones average lead of 600 m by head load Qtty vide (3) = 61.70 cum

Quantity61.7

Rate44978

Amount 2775142.6

CONSTRUCTION OF DRSM CHECK DAMS AT Shok Baba Gugerpatti UNDER STRATEGIE ACTION PLAN FOR THE YEAR 2024-25

Quantity-

Rate-

Amount -

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

Quantity150

Rate164850

Amount 24727500

LAYING OF CRATE WIRE STRUCTURE AT Sumlar (GujerpattiUNDER STRATEGIE ACTION PLAN FOR THE YEAR 2024-25.

Quantity-

Rate-

Amount -

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

Quantity13.6

Rate5930

Amount 80648

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

Quantity49.36

Rate16657

Amount 822189.52

Carriage of stones average lead of 600 m by head load Qtty vide (3) = 49.36 cum

Quantity49.36

Rate35982

Amount 1776071.52

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

Quantity506.88

Rate47677

Amount 24166517.76

CONSTRUCTION OF DRSM CHECK DAMS AT Sumlar (Gujerpatti UNDER STRATEGIE ACTION PLAN FOR THE YEAR 2024-25.

Quantity-

Rate-

Amount -

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

Quantity59

Rate65940

Amount 3890460

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