Tender ID

Ladakh

To Be Opened

Works

Civil Works - Canal

Construction of Zamindari khul Phongskatoo Pargue from RD 75-464mtr

Public Works Department

Kargil, Ladakh

Amount: ₹49.6 LCloses: 9 Apr 20266 Apr 2026Closed

Timeline

Published18 Mar 2026
Closed9 Apr 2026
Bid Opening10 Apr 2026
Award—

Corrigenda

Corrigendum

2 updatesLatest on 6 Apr 2026Submission Ends:6 Apr 20269 Apr 2026

Date changes

Download Ends6 Apr 20269 Apr 2026Submission Ends6 Apr 20269 Apr 2026Bid Opening7 Apr 202610 Apr 2026

Tender Value

₹49.6 L

EMD Value

₹99,300

Closing Date

9 Apr 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 Zamindari khul Phongskatoo Pargue from RD 75-464mtr

Tender Information

Tender ID

2026_PWD_18650_5

Reference Number

e-Tender 83 of 2025-26/INFC Kargil

Tender Type

Open Tender

Product Category

Civil Works - Canal

Form of Contract

Works

Period of Work

120 days

Location

Kargil

Source Website

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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, PAN Card, Bidder information (.pdf)

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

RequiredScan copy of GSTIN Certificate with latest clearance and other documents as per NIT (.pdf)

RequiredBill of Quantities (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

Payable To Executive Engineer I-FC Division Kargil

EMD Fee Amount

₹99,300

Important Dates

Last Activity

6 Apr 2026

Published

18 Mar 2026

Bid Opening

10 Apr 2026

Download Starts

18 Mar 2026

Download Ends

9 Apr 2026

Submission Starts

19 Mar 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 (17 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 70%	235.79	Cum	531.04	₹1,25,213.92
1.02	Ordinary Rock 20%	67.37	Cum	842.03	₹56,727.56
1.03	Hard Rock(B.P) 10%	33.68	Cum	1,987.92	₹66,953.15
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 50m
2.01	All Kind of soil 70%	191.15	Cum	431.41	₹82,464.02
2.02	Ordinary Rock 20%	54.61	Cum	954.5	₹52,125.25
2.03	Hard Rock (B.P) 10%	27.31	Cum	1,947.26	₹53,179.67
3	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement: 2 coarse sand (zone-III) derioved from natural sources: 4 graded stone aggregate 20mm nominal size derived from natural sources)	153.76	Cum	7,734.55	₹11,89,264.41
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) @20% of gross volume upto plinth level excluding cost of form work and including curing complete..	269.32	Cum	5,330	₹14,35,475.6

Stage Documents

Stage Summary Snapshot

stage.html

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Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.49 MB

Work Item Documents

BOQ_44697.xls

BOQ • 0.46 MB

Corrigendum Documents

Corrigendm.pdf

PDF • 0.46 MB

Corrigendumn.pdf

PDF • 0.46 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 70%	235.79	Cum	531.04	₹1,25,213.92
1.02	Ordinary Rock 20%	67.37	Cum	842.03	₹56,727.56
1.03	Hard Rock(B.P) 10%	33.68	Cum	1,987.92	₹66,953.15
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 50m
2.01	All Kind of soil 70%	191.15	Cum	431.41	₹82,464.02
2.02	Ordinary Rock 20%	54.61	Cum	954.5	₹52,125.25
2.03	Hard Rock (B.P) 10%	27.31	Cum	1,947.26	₹53,179.67
3	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement: 2 coarse sand (zone-III) derioved from natural sources: 4 graded stone aggregate 20mm nominal size derived from natural sources)	153.76	Cum	7,734.55	₹11,89,264.41
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) @20% of gross volume upto plinth level excluding cost of form work and including curing complete..	269.32	Cum	5,330	₹14,35,475.6

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 70%

235.79

Cum

531.04

₹1,25,213.92

1.02

Ordinary Rock 20%

67.37

Cum

842.03

₹56,727.56

1.03

Hard Rock(B.P) 10%

33.68

Cum

1,987.92

₹66,953.15

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 50m

2.01

All Kind of soil 70%

191.15

Cum

431.41

₹82,464.02

2.02

Ordinary Rock 20%

54.61

Cum

954.5

₹52,125.25

2.03

Hard Rock (B.P) 10%

27.31

Cum

1,947.26

₹53,179.67

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement: 2 coarse sand (zone-III) derioved from natural sources: 4 graded stone aggregate 20mm nominal size derived from natural sources)

153.76

Cum

7,734.55

₹11,89,264.41

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) @20% of gross volume upto plinth level excluding cost of form work and including curing complete..

269.32

Cum

5,330

₹14,35,475.6