Ladakh

To Be Opened

Works

Civil Works - Canal

Construction of flood protection bund/Nallah training at Olikhotu Chiktan RD 127-250mtr (Both side)

Public Works Department

Kargil, Ladakh

Amount: ₹34.0 LCloses: 23 May 2026Closed

Timeline

Published13 May 2026
Closed23 May 2026
Bid Opening25 May 2026

Tender Value

₹34.0 L

EMD Value

₹68,000

Closing Date

23 May 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 flood protection bund/Nallah training at Olikhotu Chiktan RD 127-250mtr (Both side)

Tender Information

Tender ID

2026_PWD_18935_1

Reference Number

Fresh e-Tender 03 of 2026-27/INFC Kargil

Tender Type

Open Tender

Product Category

Civil Works - Canal

Form of Contract

Works

Period of Work

90 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 certificate with renewal, Bidder information, PAN Card (.pdf)

RequiredScan copy of CDR, online payment (.pdf)

RequiredScan copy of GSTIN certificate with latest clearance certificate (.pdf)

RequiredBill of Quantities (.xls)

Fee & Financial Details

Tender Fee Amount

₹340

Tender Fee Payable To

Payable To Executive Engineer I-FC Division Kargil

EMD Fee Amount

₹68,000

Important Dates

Last Activity

13 May 2026

Published

13 May 2026

Bid Opening

25 May 2026

Download Starts

13 May 2026

Download Ends

23 May 2026

Submission Starts

14 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 (13 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 85%	185.57	Cum	531.04	₹98,545.09
1.02	Ordinary Rock 10%	21.83	Cum	842.03	₹18,381.51
1.03	Hard Rock (B.P) 05%	10.91	Cum	1,987.92	₹21,688.21
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 85%	239.94	Cum	431.41	₹1,03,512.52
2.02	Ordinary Rock 10%	28.22	Cum	954.5	₹26,935.99
2.03	Hard Rock (B.P) 05%	14.11	Cum	1,947.26	₹27,475.84
3	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..	383.76	Cum	5,330	₹20,45,440.8
4	Centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attached pilaster, buttresses plinth and string coarse ect walls of any thickness	1,279.2	Sqm	614.86	₹7,86,528.91

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_45234.xls

BOQ • 0.53 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 85%	185.57	Cum	531.04	₹98,545.09
1.02	Ordinary Rock 10%	21.83	Cum	842.03	₹18,381.51
1.03	Hard Rock (B.P) 05%	10.91	Cum	1,987.92	₹21,688.21
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 85%	239.94	Cum	431.41	₹1,03,512.52
2.02	Ordinary Rock 10%	28.22	Cum	954.5	₹26,935.99
2.03	Hard Rock (B.P) 05%	14.11	Cum	1,947.26	₹27,475.84
3	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..	383.76	Cum	5,330	₹20,45,440.8
4	Centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attached pilaster, buttresses plinth and string coarse ect walls of any thickness	1,279.2	Sqm	614.86	₹7,86,528.91

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 85%

185.57

Cum

531.04

₹98,545.09

1.02

Ordinary Rock 10%

21.83

Cum

842.03

₹18,381.51

1.03

Hard Rock (B.P) 05%

10.91

Cum

1,987.92

₹21,688.21

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 85%

239.94

Cum

431.41

₹1,03,512.52

2.02

Ordinary Rock 10%

28.22

Cum

954.5

₹26,935.99

2.03

Hard Rock (B.P) 05%

14.11

Cum

1,947.26

₹27,475.84

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..

383.76

Cum

5,330

₹20,45,440.8

Centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attached pilaster, buttresses plinth and string coarse ect walls of any thickness

1,279.2

Sqm

614.86

₹7,86,528.91