Tender ID

PMGSY

To Be Opened

Works

Civil - Roads and Bridges

Permanent Restoration of road namely Paharthan To Lassipora, JK0226

PMGSY Kashmir and CE PW (R and B) Kashmir

Budgam, Jammu And Kashmir

Amount: ₹22.1 LCloses: 3 Apr 2026Closed

Timeline

Published18 Mar 2026
Closed3 Apr 2026
Bid Opening4 Apr 2026

Tender Value

₹22.1 L

EMD Value

₹44,300

Closing Date

3 Apr 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Ex. Engineer PMGSY Budgam

Address

Office of Ex. Engineer PMGSY Budgam Near SDH Chadoora

Work Description

Permanent Restoration of road namely Paharthan To Lassipora, JK0226

Tender Information

Tender ID

2026_KSRRD_147038_1

Reference Number

ENIT No.29/EE/PMGSY/B/E-TENDERING OF 2025-26 Dated 18-03-2026

Tender Type

Open Tender

Product Category

Civil - Roads and Bridges

Form of Contract

Percentage

Period of Work

120 days

Location

Budgam

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per NIT

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned Copy of Bid Security/EMD (.pdf)

RequiredTender Cost in shape of Treasury Challan (.pdf)

RequiredRegistration Card renewed for F Y 2025-26 (.pdf)

RequiredPAN Card (.pdf)

RequiredGST no alongwith GST3/GSTR3b of preceeding month or Qtr (.pdf)

RequiredOther Docs as per NIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹800

Tender Fee Payable To

Ex. Engineer PMGSY Budgam

EMD Fee Amount

₹44,300

Important Dates

Last Activity

18 Mar 2026

Published

18 Mar 2026

Bid Opening

4 Apr 2026

Download Starts

18 Mar 2026

Download Ends

3 Apr 2026

Submission Starts

18 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 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Paharthan To Lassipora, JK02-26
1.01	Earth work in excavation by mechanical means (hydraulic excavator) 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: 2.9.1 All kinds of soil : (JKSOR2.90).	1	Cum	1	₹1
1.02	Random 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	1	Cum	-	-
1.03	Dry random rubble masonry with hard stone in foundation and plinth: 7.3.1 With bond stone.	-	Cum	1	-
1.04	Providing and laying Damp proof Course 50mm thick with cement mortar 1:2:4 (1Cement : 2Coarse sand : 4Graded stone aggregate, 20mm nominal size, and curing complete (JKSOR 4.18).	-	Sqm	-	-
1.05	Centering and Shuttering including strutting, proping etc and removal of form work for Walls (any thickness) including attached pilasters, butress, plinth and String Courses etc (JKSOR 4.6.2).	-	Sqm	-	-
1.06	Back filling behind abutment, wing wall and return wall complete as per drawing clause 1204.3.8 (PMGSY 12.10).	1	Cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.34 MB

Work Item Documents

BOQ_228458.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Paharthan To Lassipora, JK02-26
1.01	Earth work in excavation by mechanical means (hydraulic excavator) 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: 2.9.1 All kinds of soil : (JKSOR2.90).	1	Cum	1	₹1
1.02	Random 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	1	Cum	-	-
1.03	Dry random rubble masonry with hard stone in foundation and plinth: 7.3.1 With bond stone.	-	Cum	1	-
1.04	Providing and laying Damp proof Course 50mm thick with cement mortar 1:2:4 (1Cement : 2Coarse sand : 4Graded stone aggregate, 20mm nominal size, and curing complete (JKSOR 4.18).	-	Sqm	-	-
1.05	Centering and Shuttering including strutting, proping etc and removal of form work for Walls (any thickness) including attached pilasters, butress, plinth and String Courses etc (JKSOR 4.6.2).	-	Sqm	-	-
1.06	Back filling behind abutment, wing wall and return wall complete as per drawing clause 1204.3.8 (PMGSY 12.10).	1	Cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Paharthan To Lassipora, JK02-26

1.01

Earth work in excavation by mechanical means (hydraulic excavator) 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: 2.9.1 All kinds of soil : (JKSOR2.90).

Cum

₹1

1.02

Random 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

Cum

1.03

Dry random rubble masonry with hard stone in foundation and plinth: 7.3.1 With bond stone.

Cum

1.04

Providing and laying Damp proof Course 50mm thick with cement mortar 1:2:4 (1Cement : 2Coarse sand : 4Graded stone aggregate, 20mm nominal size, and curing complete (JKSOR 4.18).

Sqm

1.05

Centering and Shuttering including strutting, proping etc and removal of form work for Walls (any thickness) including attached pilasters, butress, plinth and String Courses etc (JKSOR 4.6.2).

Sqm

1.06

Back filling behind abutment, wing wall and return wall complete as per drawing clause 1204.3.8 (PMGSY 12.10).

Cum