Tender ID

PMGSY

To Be Opened

Works

Civil - Roads and Bridges

Permanent Restoration of roads A)L067 KM Ist RD 500 to Dandoosa,Jk02100, B) KM Ist RD 900 to Rakh Hakermulla,Jk02154

PMGSY Kashmir and CE PW (R and B) Kashmir

Budgam, Jammu And Kashmir

Amount: ₹24 LCloses: 15 Apr 2026Closed

Timeline

Published1 Apr 2026
Closed15 Apr 2026
Bid Opening16 Apr 2026

Tender Value

₹24 L

EMD Value

₹48,000

Closing Date

15 Apr 2026, 4:30 pmClosed

Tender Inviting Organisation

Name

Ex. Engineer PMGSY Budgam

Address

Office of Ex. Engineer PMGSY Budgam Near SDH Chadoora

Work Description

Permanent Restoration of roads A)L067 KM Ist RD 500 to Dandoosa,Jk02100, B) KM Ist RD 900 to Rakh Hakermulla,Jk02154

Tender Information

Tender ID

2026_KSRRD_147164_1

Reference Number

ENIT No.32/EE/PMGSY/B/E-TENDERING OF 2025-26 Dated 01-04-2026

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 PAN Card (.pdf)

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 with name of work. (.pdf)

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

RequiredGST no issued by Comm Taxes Dptt FORM GST3/GSTR3B of preceeding month/Qtr (.pdf)

RequiredAffidavit Format Attached (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹800

Tender Fee Payable To

Ex. Engineer PMGSY Budgam

EMD Fee Amount

₹48,000

Important Dates

Last Activity

1 Apr 2026

Published

1 Apr 2026

Bid Opening

16 Apr 2026

Download Starts

1 Apr 2026

Download Ends

15 Apr 2026

Submission Starts

1 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 (29 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1A)L067 KM Ist RD 500 to Dandoosa,Jk02100
1.01	C.C Drain/Edge Wall	-	-	-	-
1.02	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	-	-
1.03	Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (PMGSY 9.20B)	-	cum	-	-
1.04	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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) ( JKSOR 4.4.7 )	-	cum	-	-
1.05	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	-	-
1.06	Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) ( JKSOR 5.1.2 )	-	Cum	-	-
1.07	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more including loading, unloading, Twisting, Bending, binding, cost and carriage of all material from approved source to site of work Complete Job.	-	Kgs	-	-
1.08	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	-	-
1.09	Suspended floors, roofs, landings, balconies and access platforms.	-	Sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 3.88 MB

Work Item Documents

BOQ_228964.xls

BOQ • 0.29 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1A)L067 KM Ist RD 500 to Dandoosa,Jk02100
1.01	C.C Drain/Edge Wall	-	-	-	-
1.02	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	-	-
1.03	Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (PMGSY 9.20B)	-	cum	-	-
1.04	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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) ( JKSOR 4.4.7 )	-	cum	-	-
1.05	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	-	-
1.06	Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) ( JKSOR 5.1.2 )	-	Cum	-	-
1.07	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more including loading, unloading, Twisting, Bending, binding, cost and carriage of all material from approved source to site of work Complete Job.	-	Kgs	-	-
1.08	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	-	-
1.09	Suspended floors, roofs, landings, balconies and access platforms.	-	Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1A)L067 KM Ist RD 500 to Dandoosa,Jk02100

1.01

C.C Drain/Edge Wall

1.02

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

1.03

Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (PMGSY 9.20B)

cum

1.04

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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) ( JKSOR 4.4.7 )

cum

1.05

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

1.06

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) ( JKSOR 5.1.2 )

Cum

1.07

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more including loading, unloading, Twisting, Bending, binding, cost and carriage of all material from approved source to site of work Complete Job.

Kgs

1.08

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

1.09

Suspended floors, roofs, landings, balconies and access platforms.

Sqm