Ladakh

To Be Opened

Works

Civil Works - Others

Construction of Compound walling at Fire Depot Drass (Under SDP)

Public Works Department

Kargil, Ladakh

Amount: ₹24.6 LCloses: 20 Apr 2026Closed

Timeline

Published11 Apr 2026
Closed20 Apr 2026
Bid Opening21 Apr 2026

Tender Value

₹24.6 L

EMD Value

₹49,200

Closing Date

20 Apr 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Xen RnB Division Kargil

Address

Xen RnB Division Kargil

Work Description

Construction of Compound walling at Fire Depot Drass (Under SDP)

Tender Information

Tender ID

2026_PWD_18752_1

Reference Number

E tender 02 of 2026-27 PW RnB Division 2nd Kargil

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

60 days

Location

Kargil

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of Reg. card,EMD, Receipt of Tender Fee,GST Details,PAN Card and BIDDERS Info. (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹250

Tender Fee Payable To

Xen RnB Division Kargil

EMD Fee Amount

₹49,200

Important Dates

Last Activity

11 Apr 2026

Published

11 Apr 2026

Bid Opening

21 Apr 2026

Download Starts

11 Apr 2026

Download Ends

20 Apr 2026

Submission Starts

11 Apr 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 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :
2Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 min width or10sqm 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 50 metre.
2.01	All kind of soil @70%	-	Cum	-	-
2.02	Ordinary rock @30%	-	Cum	-	-
3STONE SOLING: Providing and laying of hand packed stone soling (size 150 mm-230mm), before laying of mud mat, compacted, consolidated, rammed and filling the voids with fine sand - all complete incl carriage upto site of work with all head loads.
4MUDMAT: Cast-in-situ of concrete work of nominal mix concrete M7.5 grade (1:4:8) nominal maximum size of stone aggregate 40mm volumetric batching in foundation trenches and ground floor, including curing but excluding formwork costs. (code 4.4.7)
5MASS CONCRETE: Providing and laying mass concrete1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) in Below Ground and Above Grouns Plinth retaining walls, (any thickness) including attached pilasters, including curing but excluding the cost of centring, shuttering and finishing with. (code 4.4.5)
6Providing & fixing upto floor five level precast cement concrete solid blocks including hoisting and setting in position in cement mortar 1:3 (1cement:3 coarse sand), cost of required centring, shuttering and curing complete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominal size)
7Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
8STEEL REINFORCEMENT: Steel reinforcement for R.C.C. works including straightening, cutting, bending, placing in position and binding - all complete from foundation to roof level of Thermo-Mechanically Treated bars of grade Fe-500D or higher. (code 5.22.6)

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.21 MB

Work Item Documents

BOQ_44846.xls

BOQ • 0.44 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :
2Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 min width or10sqm 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 50 metre.
2.01	All kind of soil @70%	-	Cum	-	-
2.02	Ordinary rock @30%	-	Cum	-	-
3STONE SOLING: Providing and laying of hand packed stone soling (size 150 mm-230mm), before laying of mud mat, compacted, consolidated, rammed and filling the voids with fine sand - all complete incl carriage upto site of work with all head loads.
4MUDMAT: Cast-in-situ of concrete work of nominal mix concrete M7.5 grade (1:4:8) nominal maximum size of stone aggregate 40mm volumetric batching in foundation trenches and ground floor, including curing but excluding formwork costs. (code 4.4.7)
5MASS CONCRETE: Providing and laying mass concrete1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) in Below Ground and Above Grouns Plinth retaining walls, (any thickness) including attached pilasters, including curing but excluding the cost of centring, shuttering and finishing with. (code 4.4.5)
6Providing & fixing upto floor five level precast cement concrete solid blocks including hoisting and setting in position in cement mortar 1:3 (1cement:3 coarse sand), cost of required centring, shuttering and curing complete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominal size)
7Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
8STEEL REINFORCEMENT: Steel reinforcement for R.C.C. works including straightening, cutting, bending, placing in position and binding - all complete from foundation to roof level of Thermo-Mechanically Treated bars of grade Fe-500D or higher. (code 5.22.6)

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :

2Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 min width or10sqm 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 50 metre.

2.01

All kind of soil @70%

Cum

2.02

Ordinary rock @30%

Cum

3STONE SOLING: Providing and laying of hand packed stone soling (size 150 mm-230mm), before laying of mud mat, compacted, consolidated, rammed and filling the voids with fine sand - all complete incl carriage upto site of work with all head loads.

4MUDMAT: Cast-in-situ of concrete work of nominal mix concrete M7.5 grade (1:4:8) nominal maximum size of stone aggregate 40mm volumetric batching in foundation trenches and ground floor, including curing but excluding formwork costs. (code 4.4.7)

5MASS CONCRETE: Providing and laying mass concrete1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) in Below Ground and Above Grouns Plinth retaining walls, (any thickness) including attached pilasters, including curing but excluding the cost of centring, shuttering and finishing with. (code 4.4.5)

6Providing & fixing upto floor five level precast cement concrete solid blocks including hoisting and setting in position in cement mortar 1:3 (1cement:3 coarse sand), cost of required centring, shuttering and curing complete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominal size)

7Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)

8STEEL REINFORCEMENT: Steel reinforcement for R.C.C. works including straightening, cutting, bending, placing in position and binding - all complete from foundation to roof level of Thermo-Mechanically Treated bars of grade Fe-500D or higher. (code 5.22.6)