Tender ID

J&K

To Be Opened

Works

Civil Works

Upgradation Construction of road from Achoora to Check Nallah Bridge

Public Works Department

Gurez | Bandipora, Jammu And Kashmir

Amount: ₹2.0 CrCloses: 13 Apr 2026Closed

Timeline

Published24 Mar 2026
Pre-Bid Meeting7 Apr 2026
Closed13 Apr 2026
Bid Opening15 Apr 2026

Tender Value

₹2.0 Cr

EMD Value

₹3.9 L

Closing Date

13 Apr 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer RnB Division Gurez

Address

Executive Engineer RnB Division Gurez

Work Description

Upgradation Construction of road from Achoora to Check Nallah Bridge

Tender Information

Tender ID

2026_PWDJK_306662_1

Reference Number

E-NIT No 94 of 2025-26 EE-RnB-Grz-10391-97 E-tendering Dated-23-03-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

1080 days

Location

Gurez

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 all documents as per the conditions of NIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,600

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

Convener, purchase committee, Directorate of ISM

EMD Fee Amount

₹3.9 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Superintending Engineer PW (RnB) Circle Bandipora

Important Dates

Last Activity

24 Mar 2026

Published

24 Mar 2026

Bid Opening

15 Apr 2026

Download Starts

24 Mar 2026

Download Ends

13 Apr 2026

Submission Starts

24 Mar 2026

Pre-Bid Meeting

7 Apr 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 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary rock .
1.01	Hard Rock (Blasting Prohibited)	-	Cum	-	-
2Preparation of subgrade by execavating/filling earth to an average of 22.5 cm depth,dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc.and disposalof surplus earth upto 50 metres complete job.
3RBM Supply, stacking and laying of Naturally occurring gravel close graded River Bed Material (RBM)/Nallah Muck/GSB including sorting, spreading to template, watering and consolidation to required gradient and camber with 80-100KN road roller all inclusive leads, lifts, loading, unloading carriage of materials from nearest source to site of work complete Job. Finished work to be measured.
4Grade-II Supplying, stacking , laying , spreading and compacting of Graded stone agg. of (63mm to 45mm size) WBM GII in uniform thickness including rolling with PRR 8-10 Tone capacity in stages to proper grade and camber applying and brooming requisite type of stone screening 13.2mm size and binding material to fill up the interstics of coarse agg. watering compacting to required density (finished work shall be paid) with all leads, lifts and carriages as involved upto site of work complete job.
5R/B Wall Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil.
6Providing and laying dry Stone Soling duly hand packed and leveled. Including ramming, loading, unloading, carriage all complete job.
7Providing and laying in position cement concrete of specified grade incl.curing but excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 aggregate 40mm nominal) using Nallah aggregates.
8Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah .
9Dry random rubble masonry with hard stone in foundation and plinth: without Bond stone.

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.08 MB

Work Item Documents

BOQ_995574.xls

BOQ • 0.26 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary rock .
1.01	Hard Rock (Blasting Prohibited)	-	Cum	-	-
2Preparation of subgrade by execavating/filling earth to an average of 22.5 cm depth,dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc.and disposalof surplus earth upto 50 metres complete job.
3RBM Supply, stacking and laying of Naturally occurring gravel close graded River Bed Material (RBM)/Nallah Muck/GSB including sorting, spreading to template, watering and consolidation to required gradient and camber with 80-100KN road roller all inclusive leads, lifts, loading, unloading carriage of materials from nearest source to site of work complete Job. Finished work to be measured.
4Grade-II Supplying, stacking , laying , spreading and compacting of Graded stone agg. of (63mm to 45mm size) WBM GII in uniform thickness including rolling with PRR 8-10 Tone capacity in stages to proper grade and camber applying and brooming requisite type of stone screening 13.2mm size and binding material to fill up the interstics of coarse agg. watering compacting to required density (finished work shall be paid) with all leads, lifts and carriages as involved upto site of work complete job.
5R/B Wall Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil.
6Providing and laying dry Stone Soling duly hand packed and leveled. Including ramming, loading, unloading, carriage all complete job.
7Providing and laying in position cement concrete of specified grade incl.curing but excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 aggregate 40mm nominal) using Nallah aggregates.
8Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah .
9Dry random rubble masonry with hard stone in foundation and plinth: without Bond stone.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary rock .

1.01

Hard Rock (Blasting Prohibited)

Cum

2Preparation of subgrade by execavating/filling earth to an average of 22.5 cm depth,dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc.and disposalof surplus earth upto 50 metres complete job.

3RBM Supply, stacking and laying of Naturally occurring gravel close graded River Bed Material (RBM)/Nallah Muck/GSB including sorting, spreading to template, watering and consolidation to required gradient and camber with 80-100KN road roller all inclusive leads, lifts, loading, unloading carriage of materials from nearest source to site of work complete Job. Finished work to be measured.

4Grade-II Supplying, stacking , laying , spreading and compacting of Graded stone agg. of (63mm to 45mm size) WBM GII in uniform thickness including rolling with PRR 8-10 Tone capacity in stages to proper grade and camber applying and brooming requisite type of stone screening 13.2mm size and binding material to fill up the interstics of coarse agg. watering compacting to required density (finished work shall be paid) with all leads, lifts and carriages as involved upto site of work complete job.

5R/B Wall Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil.

6Providing and laying dry Stone Soling duly hand packed and leveled. Including ramming, loading, unloading, carriage all complete job.

7Providing and laying in position cement concrete of specified grade incl.curing but excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 aggregate 40mm nominal) using Nallah aggregates.

8Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah .

9Dry random rubble masonry with hard stone in foundation and plinth: without Bond stone.