Tender ID

PMGSY

To Be Opened

Works

Civil - Roads and Bridges

Permanent Restoration of works namely Choon to Nagrathkah JK0273,KM 5th to Bandaybagh Jk02-60,Budgam to Block Boundary Parnewa Falchil via choon,JK02 3003,T01 RD 600 to Mushbagh,Jk0272,Mahwara to Jehama,Jk0271

PMGSY Kashmir and CE PW (R and B) Kashmir

Budgam, Jammu And Kashmir

Amount: ₹41.8 LCloses: 10 Apr 2026Closed

Timeline

Published27 Mar 2026
Closed10 Apr 2026
Bid Opening11 Apr 2026

Tender Value

₹41.8 L

EMD Value

₹83,500

Closing Date

10 Apr 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Ex. Engineer PMGSY Budgam

Address

Office of Executive Engineer PMGSY Division Budgam Near SDH Chadoora

Work Description

Permanent Restoration of works namely Choon to Nagrathkah JK0273,KM 5th to Bandaybagh Jk02-60,Budgam to Block Boundary Parnewa Falchil via choon,JK02 3003,T01 RD 600 to Mushbagh,Jk0272,Mahwara to Jehama,Jk0271

Tender Information

Tender ID

2026_KSRRD_147116_1

Reference Number

ENIT No.30/EE/PMGSY/B/E-TENDERING OF 2025-26 Dated 27-03-2026

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)

RequiredThe tender cost in the shape of Treasury Challan (.pdf)

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

RequiredScanned copy of PAN Card (.pdf)

RequiredGST No duly issued by Comm Taxes Dptt FORM GST3/GSTR3B of preceeding month/Quarter. (.pdf)

RequiredAffidavit(Format Attached) (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,100

Tender Fee Payable To

Ex. Engineer PMGSY Budgam

EMD Fee Amount

₹83,500

Important Dates

Last Activity

27 Mar 2026

Published

27 Mar 2026

Bid Opening

11 Apr 2026

Download Starts

27 Mar 2026

Download Ends

10 Apr 2026

Submission Starts

27 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 (60 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1A)Choon to Nagrathkah JK02-73
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	P/L of stone soling (PMGSY 9.20B)	-	cum	-	-
1.03	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 1:2:4 (M15) (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) ( JkSOR 5.1.3)	-	cum	-	-
1.04	Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.	-	Sqm	-	-
1.05	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( Pmgsy 12.10)	-	cum	-	-
1.06	Providing and errecting "W'' metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ ground level , fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre to centre, 1.80m height , 1.10 below ground level , all steel parts and fitments to be galvanised by hot dip processm, all fittings to confirm to IS:1367 and IS:1364 , metal beam rail to be fixed on the vertical post with a spacer of of channel section 150X75X5mm , 330mm long complete as per clause 811, incl cost and carriage of all materials from approved plant to site with all leads , lifts etc complete job ( finished wrk to be measured	-	RM	-	-
2B)L044 KM 5th to Bandaybagh,Package No.Jk02-60.
2.01	PCC EDGE WALL	-	-	-	-
2.02	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	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 4.35 MB

Work Item Documents

BOQ_228755.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1A)Choon to Nagrathkah JK02-73
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	P/L of stone soling (PMGSY 9.20B)	-	cum	-	-
1.03	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 1:2:4 (M15) (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) ( JkSOR 5.1.3)	-	cum	-	-
1.04	Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.	-	Sqm	-	-
1.05	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( Pmgsy 12.10)	-	cum	-	-
1.06	Providing and errecting "W'' metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ ground level , fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre to centre, 1.80m height , 1.10 below ground level , all steel parts and fitments to be galvanised by hot dip processm, all fittings to confirm to IS:1367 and IS:1364 , metal beam rail to be fixed on the vertical post with a spacer of of channel section 150X75X5mm , 330mm long complete as per clause 811, incl cost and carriage of all materials from approved plant to site with all leads , lifts etc complete job ( finished wrk to be measured	-	RM	-	-
2B)L044 KM 5th to Bandaybagh,Package No.Jk02-60.
2.01	PCC EDGE WALL	-	-	-	-
2.02	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	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1A)Choon to Nagrathkah JK02-73

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

P/L of stone soling (PMGSY 9.20B)

cum

1.03

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 1:2:4 (M15) (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) ( JkSOR 5.1.3)

cum

1.04

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

Sqm

1.05

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

cum

1.06

Providing and errecting "W'' metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ ground level , fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre to centre, 1.80m height , 1.10 below ground level , all steel parts and fitments to be galvanised by hot dip processm, all fittings to confirm to IS:1367 and IS:1364 , metal beam rail to be fixed on the vertical post with a spacer of of channel section 150X75X5mm , 330mm long complete as per clause 811, incl cost and carriage of all materials from approved plant to site with all leads , lifts etc complete job ( finished wrk to be measured

2B)L044 KM 5th to Bandaybagh,Package No.Jk02-60.

2.01

PCC EDGE WALL

2.02

cum