Tender ID

PMGSY

To Be Opened

Works

CIVIL

Restoration of Azadpora to Bujthalan Road

PMGSY Kashmir and CE PW (R and B) Kashmir

Boniyar | Baramulla, Jammu And Kashmir

Amount: ₹10.0 LCloses: 6 Apr 2026Closed

Timeline

Published30 Mar 2026
Closed6 Apr 2026
Bid Opening7 Apr 2026

Tender Value

₹10.0 L

EMD Value

₹20,000

Closing Date

6 Apr 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer PMGSY Division Uri

Address

PMGSY Division Uri

Work Description

Restoration of Azadpora to Bujthalan Road Package No. JK03-266

Tender Information

Tender ID

2026_KSRRD_147143_1

Reference Number

e_NIT NO_ 18_EE_PMGSY_Uri_e_tendering of 2025_26

Tender Type

Open Tender

Product Category

CIVIL

Form of Contract

Percentage

Period of Work

45 days

Location

Boniyar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

Required1. Scanned copy of Bid Security in the form of CDR/FD/BG pledged to Ex. Engineer PMGSY Division Uri. (.pdf)

Required2. Treasury Challan towards Cost of tender Document work name NIT No. pledged to Ex. Er. PMGSY Div. (.pdf)

Required3. Registration card duly renewed online for the Financial year i.e 2025-26 (.pdf)

Required4. Registration card certificate of bidder issued on the portal JKPWDOMS (.pdf)

Required5. PAN Card, Form GST REG-6, Taxes report with latest clearance (.pdf)

Required6.Correspondence address of Bidders with Whatsapp Mobile Number and email ID (.pdf)

Required7. Affidavit duly attested by1stClass JudicialMagistrate format attached Notaryshall not be accepted (.pdf)

Required8. BoQ with quoted rate in Percentage (.xls)

Fee & Financial Details

Tender Fee Amount

₹600

Tender Fee Payable To

Executive Engineer PIU Uri

EMD Fee Amount

₹20,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Mar 2026

Published

30 Mar 2026

Bid Opening

7 Apr 2026

Download Starts

30 Mar 2026

Download Ends

6 Apr 2026

Submission Starts

31 Mar 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 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
2Crate Work
3Earth 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. All kinds of soil :
4Providing of Quarry Stone Boulder nominal size 225 mm
5Hand-packing stones in wire-crates; excluding cost of crates and stones
6Add cost of wire crates of approved mesh size (100 mm *100 mm) and meterial using 3mm dia wire (LMR) I/c 10 % extra for laps and joints
7Backfilling behind the abutments wingwalls,retaining walls etc by way of p/l of granular meterial of approved source as per directions of site engineer.(Complete job
8Drain
9Earth 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:
10P/L of stone soling hand packed ramming etc carriage from baramulla 5 kms
11Providing 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 : 6 graded stone aggregate 20 mm nominal size).

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 • 1.86 MB

Work Item Documents

BOQ_228872.xls

BOQ • 0.33 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
2Crate Work
3Earth 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. All kinds of soil :
4Providing of Quarry Stone Boulder nominal size 225 mm
5Hand-packing stones in wire-crates; excluding cost of crates and stones
6Add cost of wire crates of approved mesh size (100 mm *100 mm) and meterial using 3mm dia wire (LMR) I/c 10 % extra for laps and joints
7Backfilling behind the abutments wingwalls,retaining walls etc by way of p/l of granular meterial of approved source as per directions of site engineer.(Complete job
8Drain
9Earth 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:
10P/L of stone soling hand packed ramming etc carriage from baramulla 5 kms
11Providing 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 : 6 graded stone aggregate 20 mm nominal size).

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

2Crate Work

3Earth 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. All kinds of soil :

4Providing of Quarry Stone Boulder nominal size 225 mm

5Hand-packing stones in wire-crates; excluding cost of crates and stones

6Add cost of wire crates of approved mesh size (100 mm *100 mm) and meterial using 3mm dia wire (LMR) I/c 10 % extra for laps and joints

7Backfilling behind the abutments wingwalls,retaining walls etc by way of p/l of granular meterial of approved source as per directions of site engineer.(Complete job

8Drain

9Earth 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:

10P/L of stone soling hand packed ramming etc carriage from baramulla 5 kms

11Providing 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 : 6 graded stone aggregate 20 mm nominal size).