PMGSY

To Be Opened

Works

Civil - Roads and Bridges

Permanent Restoration of work Charangam to Mulshulla, Package No.JK02138

PMGSY Kashmir and CE PW (R and B) Kashmir

Budgam, Jammu And Kashmir

Amount: ₹12.5 LCloses: 13 Apr 2026Closed

Timeline

Published28 Mar 2026
Closed13 Apr 2026
Bid Opening13 Apr 2026

Tender Value

₹12.5 L

EMD Value

₹24,960

Closing Date

13 Apr 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Ex. Engineer PMGSY Budgam

Address

Office of Ex Engineer PMGSY Division Budgam Near SDH Chadoora

Work Description

Permanent Restoration of work Charangam to Mulshulla, Package No.JK02138

Tender Information

Tender ID

2026_KSRRD_147131_3

Reference Number

ENIT No.31/EE/PMGSY/B/E-TENDERING OF 2025-26 Dated 28-03-2026

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 in shape of CDR/FDR/BG pledged to Tender Issuing Authority. (.pdf)

RequiredTender Cost in shape of Treasury Challan (.pdf)

Required3.Registration card duly renewed for the financial year i.e2025-26. (.pdf)

RequiredScanned Copy of PAN Card of Bidder. (.pdf)

RequiredGST No issued by Comm taxes Dptt with latest FORM GST3/GSTR-3B of preceeding month/Qtr (.pdf)

RequiredAffidavit Format Attached (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹600

Tender Fee Payable To

Ex. Engineer PMGSY Budgam

EMD Fee Amount

₹24,960

Important Dates

Last Activity

28 Mar 2026

Published

28 Mar 2026

Bid Opening

13 Apr 2026

Download Starts

28 Mar 2026

Download Ends

13 Apr 2026

Submission Starts

28 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 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Charangam to Mulshulla, Package No.JK02-138.
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:All kinds of soil ( JKSOR 2.90 )	-	cum	-	-
1.02	Laying First Class Bedding on well compacted sand,moorum or approved Granular material as per clause 1105	-	cum	-	-
1.03	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 curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand)	-	cum	-	-
1.04	Dry random rubble masonry with hard stone in foundation and plinth:With bond stone	-	cum	-	-
1.05	Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete (JKSOR 4.18)	-	Sqm	-	-
1.06	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:. 1:3:6 (1 cement :3 coarse sand: 6graded stone aggregate 20 mm nominal size) (JKSOR 4.4.5)	-	Cum	-	-
1.07	Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.(JKSOR 4.6.2)	-	Sqm	-	-
1.08	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( Pmgsy 12.10)	-	Cum	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 3.41 MB

Work Item Documents

BOQ_228798.xls

BOQ • 0.28 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Charangam to Mulshulla, Package No.JK02-138.
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:All kinds of soil ( JKSOR 2.90 )	-	cum	-	-
1.02	Laying First Class Bedding on well compacted sand,moorum or approved Granular material as per clause 1105	-	cum	-	-
1.03	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 curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand)	-	cum	-	-
1.04	Dry random rubble masonry with hard stone in foundation and plinth:With bond stone	-	cum	-	-
1.05	Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete (JKSOR 4.18)	-	Sqm	-	-
1.06	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:. 1:3:6 (1 cement :3 coarse sand: 6graded stone aggregate 20 mm nominal size) (JKSOR 4.4.5)	-	Cum	-	-
1.07	Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.(JKSOR 4.6.2)	-	Sqm	-	-
1.08	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( Pmgsy 12.10)	-	Cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Charangam to Mulshulla, Package No.JK02-138.

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:All kinds of soil ( JKSOR 2.90 )

cum

1.02

Laying First Class Bedding on well compacted sand,moorum or approved Granular material as per clause 1105

cum

1.03

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 curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand)

cum

1.04

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

cum

1.05

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete (JKSOR 4.18)

Sqm

1.06

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:. 1:3:6 (1 cement :3 coarse sand: 6graded stone aggregate 20 mm nominal size) (JKSOR 4.4.5)

Cum

1.07

Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.(JKSOR 4.6.2)

Sqm

1.08

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( Pmgsy 12.10)

Cum