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

Baramulla, Jammu & Kashmir

Opening Date28 Oct 2024

Closing Date6 Nov 2024

Tender Amount₹ 18,06,000

Notes

Download

Costs

EMD
₹ 36,120
Document Cost
₹ 800
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_SWCD_262439_1
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-1371.2 kBBOQ_792754.xls

Financial Document (BOQ)

Document-145.2 kBTender_Detail_2024...Tender_Detail_2024_SWCD_262439_1.html

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BOQ Items

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Quantity-

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Amount -

View all details for FREE

1x16’-0”x5’-0”x [6”+ 1’-0”] = 60cft or 1.70cum x32= 54.40cum

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

Quantity197.44

Rate337

Amount 66626.13

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 32= 197.44 cum

Quantity-

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Amount -

Carriage of stones average lead of 600 m by head load

Quantity197.44

Rate728

Amount 143929.81

Qty vide (3) = 197.44 cum

Quantity-

Rate-

Amount -

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

Quantity2027.52

Rate94

Amount 190708.53

1x 16’-0”x 16’-0”= 256 sft

Quantity-

Rate-

Amount -

Lids 2x 4’-0”x4’-0”= 16 sft

Quantity-

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288sft @ 220gram / sft = 63.36kgx 32= 2027.52kg

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ii. CONSTRUCTION OF DRSM CHECK DAMS AT NAGINARI BARAMULLA.

Quantity-

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Geo Coordinates 34°-17’-86°N 74°- 23’-98° 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. = 74 Cum

Quantity-

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Amount -

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

Quantity-

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Amount -

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

Quantity-

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Amount -

-----------------------------

Quantity-

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Amount -

Net Vol = 74.22 cum or say 74 cum

Quantity-

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Amount -

iii. LAYING OF CRATE WIRE STRUCTURE AT MAHYIEN DRUNG TANGMARG.

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Geo Coordinates 34 24 43 N.74 45 43 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

Quantity44.2

Rate436

Amount 19271.2

1x16’-0”x5’-0”x [6”+ 1’-0”] = 60cft or 1.70cum x26= 44.2 cum

Quantity-

Rate-

Amount -

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

Quantity160.42

Rate337

Amount 54133.73

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 26= 160.42 cum

Quantity-

Rate-

Amount -

Carriage of stones average lead of 600 m by head load

Quantity160.42

Rate728

Amount 116942.97

Qtty vide (3) = 160.42 cum

Quantity-

Rate-

Amount -

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

Quantity1647.36

Rate94

Amount 154950.68

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 26= 1647.36 kg

Quantity-

Rate-

Amount -

iv. CONSTRUCTION OF DRSM CHECK DAMS AT MAHYIEN DRUNG TANGMARG.

Quantity-

Rate-

Amount -

Geo Coordinates 34 24 43 N.74 45 43 E

Quantity-

Rate-

Amount -

Quantity141

Rate1099

Amount 154959

Qty. = 140 Cum

Quantity-

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Amount -

1x( 1.50m + 1.20m)/2 x 1.20m x 103m = 166.86

Quantity-

Rate-

Amount -

D/d 15% voids = (-) 25.02 cum

Quantity-

Rate-

Amount -

=141.83______

Quantity-

Rate-

Amount -

Net Vol = 141.83 cum or say 141 cum

Quantity-

Rate-

Amount -

LAYING OF CRATE WIRE STRUCTURE FAROZPORA TANGMARG

Quantity-

Rate-

Amount -

Geo Coordinates 34 3.00 1.95.N 74 26 20.36 E

Quantity-

Rate-

Amount -

Quantity44.2

Rate436

Amount 19271.2

1x16’-0”x5’-0”x [6”+ 1’-0”] = 60cft or 1.70cum x26= 44.2 cum

Quantity-

Rate-

Amount -

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

Quantity160.42

Rate337

Amount 54133.73

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 26= 160.42 cum

Quantity-

Rate-

Amount -

Carriage of stones average lead of 600 m by head load

Quantity160.42

Rate728

Amount 116942.97

Qtty vide (3) = 160.42 cum

Quantity-

Rate-

Amount -

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

Quantity1647.36

Rate94

Amount 154950.68

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 26= 1647.36 kg

Quantity-

Rate-

Amount -

CONSTRUCTION OF DRSM CHECK DAMS AT FAROZPORA TANGMARG.

Quantity-

Rate-

Amount -

Geo Coordinates 34 3.00 1.95.N 74 26 20.36 E

Quantity-

Rate-

Amount -

Quantity141

Rate1099

Amount 154959

Qty. = 140 Cum

Quantity-

Rate-

Amount -

1x( 1.50m + 1.20m)/2 x 1.20m x 103m = 166.86

Quantity-

Rate-

Amount -

D/d 15% voids = (-) 25.02 cum

Quantity-

Rate-

Amount -

=141.83______

Quantity-

Rate-

Amount -

Net Vol = 141.83 cum or say 141 cum

Quantity-

Rate-

Amount -

EARTHEN BAG EMBANKMENT AT WAGILA TANGMARG.

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Geo Coordinates 34 9 48.90 N,74 25 7.14 E

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Providing of empty nylon bags (used)free of defects and having 50 kg capacity

Quantity23076

Rate3

Amount 69228

Qty = 1 x 23076 no = 23076 no

Quantity-

Rate-

Amount -

Preparation of bed by earth work in excavation, dumping of excavated earth, dressing odd sides and all operations complete. Filling of excavated earth in bags after breaking of clods and pulverization up to 80% capacity of the bag Sewing of earth filled bags with string tightly including cast of string Head load carriage of earth filled nylon bags from site of filling to site of placing. Placing of earth filled nylon bags in position in gullies in layers and ramming with feet for firm fixation,with sloping faces and all operation compeleted with numbering of each structure. Qty = 1 x 23076 no = 23076 no

Quantity23076

Rate10

Amount 230760

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Soil And Water Conservation Department Tender