Ladakh

To Be Opened

Works

Civil Works - Canal

Construction of Duhia irrigation canal at Garkone from Rd (1396-1620) mtr under SDP

Public Works Department

Kargil, Ladakh

Amount: ₹14.1 LCloses: 2 Jun 2026Closed

Timeline

Published18 May 2026
Closed2 Jun 2026
Bid Opening3 Jun 2026

Tender Value

₹14.1 L

EMD Value

₹28,200

Closing Date

2 Jun 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer I-FC Division Kargil

Address

Executive Engineer I-FC Division Kargil

Work Description

Construction of Duhia irrigation canal at Garkone from Rd (1396-1620) mtr under SDP

Tender Information

Tender ID

2026_PWD_18953_7

Reference Number

e-Tender 06 of 2026-27/INFC Kargil

Tender Type

Open Tender

Product Category

Civil Works - Canal

Form of Contract

Works

Period of Work

70 days

Location

Kargil

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical/Finance

RequiredScan copy of registration card with renewal, Bidder Information , PAN Card (.pdf)

RequiredScan copy of CDR, online payment receipt (GR) (.pdf)

RequiredGSTIN certificate with latest clearance and other documents as per NIT (.pdf)

RequiredBill of Quantities (.xls)

Fee & Financial Details

Tender Fee Amount

₹150

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

Payable To Executive Engineer I-FC Division Kargil

EMD Fee Amount

₹28,200

Important Dates

Last Activity

18 May 2026

Published

18 May 2026

Bid Opening

3 Jun 2026

Download Starts

18 May 2026

Download Ends

2 Jun 2026

Submission Starts

19 May 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by manual means over areas (exceeding 30cm in depth ,1.5m in weadth as well as 10 sqm on plan ) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m ,as directed by Engineer -in-charge
1.01	All Kind of Soil 50%	20.38	Cum	442.3	₹9,014.07
1.02	Ordinary Rock 25%	10.19	Cum	701.67	₹7,150.02
1.03	Hard Rock (R/B) 25%	10.19	Cum	1,654.76	₹16,862
2Earth work in excavation by manual means in foundation trench or drains (not exceeding 1.5m in weadth or 10 sqm on plan )including dressing of sides and ramming of bottoms ,lift upto 1.5m ,including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 1 mtr
2.01	All Kind of Soil 50%	70.42	Cum	357.52	₹25,176.56
2.02	Ordinary Rock 25%	35.21	Cum	793.67	₹27,945.12
2.03	Hard Rock (R/B) 25%	35.21	Cum	985.64	₹34,704.38
3	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering, All work upto plinth level with: 1:3:6 (1 cement: 3 coarse sand: 6graded stone aggregate 20 mm nominal size Nallah	85.12	Cum	5,740	₹4,88,588.8
4	Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @40% of gross volume upto plinth level excluding cost of form work and including curing complete..(Nallah)	68.72	Cum	4,510	₹3,09,927.2

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.50 MB

Work Item Documents

BOQ_45277.xls

BOQ • 0.45 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by manual means over areas (exceeding 30cm in depth ,1.5m in weadth as well as 10 sqm on plan ) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m ,as directed by Engineer -in-charge
1.01	All Kind of Soil 50%	20.38	Cum	442.3	₹9,014.07
1.02	Ordinary Rock 25%	10.19	Cum	701.67	₹7,150.02
1.03	Hard Rock (R/B) 25%	10.19	Cum	1,654.76	₹16,862
2Earth work in excavation by manual means in foundation trench or drains (not exceeding 1.5m in weadth or 10 sqm on plan )including dressing of sides and ramming of bottoms ,lift upto 1.5m ,including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 1 mtr
2.01	All Kind of Soil 50%	70.42	Cum	357.52	₹25,176.56
2.02	Ordinary Rock 25%	35.21	Cum	793.67	₹27,945.12
2.03	Hard Rock (R/B) 25%	35.21	Cum	985.64	₹34,704.38
3	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering, All work upto plinth level with: 1:3:6 (1 cement: 3 coarse sand: 6graded stone aggregate 20 mm nominal size Nallah	85.12	Cum	5,740	₹4,88,588.8
4	Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @40% of gross volume upto plinth level excluding cost of form work and including curing complete..(Nallah)	68.72	Cum	4,510	₹3,09,927.2

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by manual means over areas (exceeding 30cm in depth ,1.5m in weadth as well as 10 sqm on plan ) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m ,as directed by Engineer -in-charge

1.01

All Kind of Soil 50%

20.38

Cum

442.3

₹9,014.07

1.02

Ordinary Rock 25%

10.19

Cum

701.67

₹7,150.02

1.03

Hard Rock (R/B) 25%

10.19

Cum

1,654.76

₹16,862

2Earth work in excavation by manual means in foundation trench or drains (not exceeding 1.5m in weadth or 10 sqm on plan )including dressing of sides and ramming of bottoms ,lift upto 1.5m ,including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 1 mtr

2.01

All Kind of Soil 50%

70.42

Cum

357.52

₹25,176.56

2.02

Ordinary Rock 25%

35.21

Cum

793.67

₹27,945.12

2.03

Hard Rock (R/B) 25%

35.21

Cum

985.64

₹34,704.38

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering, All work upto plinth level with: 1:3:6 (1 cement: 3 coarse sand: 6graded stone aggregate 20 mm nominal size Nallah

85.12

Cum

5,740

₹4,88,588.8

Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @40% of gross volume upto plinth level excluding cost of form work and including curing complete..(Nallah)

68.72

Cum

4,510

₹3,09,927.2