Tender ID

J&K

To Be Opened

Works

Civil Works

Construction of Road from Main Chowk Harni to Sarhooti by way of Hume pipe Retaining wall and Breast wall and Rigid Pavement in km 1st Td 0-700 Tehsil Mendhar District Poonch (under BADP).

Public Works Department

MENDHAR | Jammu And Kashmir

Amount: ₹3.6 LCloses: 6 Apr 2026Closed

Timeline

Published30 Mar 2026
Closed6 Apr 2026
Bid Opening7 Apr 2026

Tender Value

₹3.6 L

EMD Value

₹7,280

Closing Date

6 Apr 2026, 6:55 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR

Address

EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR

Work Description

Please refer to BOQ

Tender Information

Tender ID

2026_PWDJK_306953_1

Reference Number

e-NIT No 143 of 2025-26 Dated 30-03-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

30 days

Location

MENDHAR

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer to Technical Bid as per conditions of e-NIT.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

Required(AffdavitAnnextureA)RegistrationcardpanGstLatestmonth/quater)GSTLinkedAcc No.TreasuryChallanEMD2Perc (.pdf)

Finance

RequiredPlease refer to BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹200

Tender Fee Payable To

Sub Treasurey Mendhar

EMD Fee Amount

₹7,280

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

30 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
1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meteran
2Supplying and stacking at site 16.4.1 Graded crushed stone aggregate of size 63 mm to 45 mm
3Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
4Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B)
5Supplying and stacking at site Moorum
6Carriage of Materials By Mechanical Transport including loading, unloading of stone Aggregate Below 40mm avg lead 03 Km.
7Carriage of Materials By Mechanical Transport including loading, unloading of stone Aggregate Above 40mm avg lead 03 Km.

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.38 MB

Work Item Documents

BOQ_996226.xls

BOQ • 0.26 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meteran
2Supplying and stacking at site 16.4.1 Graded crushed stone aggregate of size 63 mm to 45 mm
3Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
4Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B)
5Supplying and stacking at site Moorum
6Carriage of Materials By Mechanical Transport including loading, unloading of stone Aggregate Below 40mm avg lead 03 Km.
7Carriage of Materials By Mechanical Transport including loading, unloading of stone Aggregate Above 40mm avg lead 03 Km.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meteran

2Supplying and stacking at site 16.4.1 Graded crushed stone aggregate of size 63 mm to 45 mm

3Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

4Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B)

5Supplying and stacking at site Moorum

6Carriage of Materials By Mechanical Transport including loading, unloading of stone Aggregate Below 40mm avg lead 03 Km.

7Carriage of Materials By Mechanical Transport including loading, unloading of stone Aggregate Above 40mm avg lead 03 Km.