Tender ID

Ladakh

To Be Opened

Works

Civil Works - Others

Construction of link road to Skumpata Lingshed (by way of B/wall, R/wall, side drain and MS pipe). Under Distt. Plan

Public Works Department

Khaltsi | Leh Ladakh, Ladakh

Amount: ₹1.6 CrCloses: 24 Mar 2026Closed

Timeline

Published18 Mar 2026
Closed24 Mar 2026
Bid Opening27 Mar 2026

Tender Value

₹1.6 Cr

EMD Value

₹3.2 L

Closing Date

24 Mar 2026, 2:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer R and B Division Khaltsi

Address

Office of the Executive Engineer R and B Division Khaltsi

Work Description

Construction of link road to Skumpata Lingshed (by way of B/wall, R/wall, side drain and MS pipe). Under Distt. Plan

Tender Information

Tender ID

2026_PWD_18649_1

Reference Number

72 of R and B Khaltsi of 2025-26

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

180 days

Location

Khaltsi

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredScan copy of contractor reg. card renewed upto 31.03.2026 PAN cardGST Reg. with clearance upto 12/25 (.pdf)

RequiredScan copy of valid affidavit with name of work / Tender ID and EPFO (.pdf)

RequiredScan copy of Experience Certificates,Annual turnover,bidding capacity Existing comtt along with affd (.pdf)

RequiredScan copy as per NIT/SBD (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹3,000

Tender Fee Payable To

Executive Engineer R and B Division Khaltsi

EMD Fee Amount

₹3.2 L

Important Dates

Last Activity

18 Mar 2026

Published

18 Mar 2026

Bid Opening

27 Mar 2026

Download Starts

19 Mar 2026

Download Ends

24 Mar 2026

Submission Starts

19 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

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 (1 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil 70%
2	b) Ordinary rock 30%	642.5	Cum	-	-
3Dumping stone including cost of stone on horizontal level.
4Dumping stone including cost of stones on Slopes (Behind pitching) (Including Plum concrete)
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
6Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
7Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
8Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).
9Centering and shuttering including strutting, propping etc. and removal of form for a) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
10Providing laying and fixing of MS pipe 300mm dia including cost of excavation earth and refilling in position including loading, unloading and carriage ( Complete job)

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.88 MB

Work Item Documents

BOQ_44692.xls

BOQ • 1.93 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil 70%
2	b) Ordinary rock 30%	642.5	Cum	-	-
3Dumping stone including cost of stone on horizontal level.
4Dumping stone including cost of stones on Slopes (Behind pitching) (Including Plum concrete)
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
6Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
7Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
8Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).
9Centering and shuttering including strutting, propping etc. and removal of form for a) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
10Providing laying and fixing of MS pipe 300mm dia including cost of excavation earth and refilling in position including loading, unloading and carriage ( Complete job)

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil 70%

b) Ordinary rock 30%

642.5

Cum

3Dumping stone including cost of stone on horizontal level.

4Dumping stone including cost of stones on Slopes (Behind pitching) (Including Plum concrete)

5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

6Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

7Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

8Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).

9Centering and shuttering including strutting, propping etc. and removal of form for a) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

10Providing laying and fixing of MS pipe 300mm dia including cost of excavation earth and refilling in position including loading, unloading and carriage ( Complete job)