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Works

Civil Works

Restoration / Upgradation of Khatoo Mohalla Chandhar Road.

Public Works Department

pampore | Pulwama, Jammu And Kashmir

Amount: ₹12 LCloses: 10 Oct 20266 Oct 20262d left

Timeline

Published30 Sept 2026
Closes10 Oct 20266 Oct 2026
Bid Opening10 Oct 20266 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 6 Oct 2026Submission Ends:6 Oct 202610 Oct 2026

Date changes

Download Ends6 Oct 202610 Oct 2026Submission Ends6 Oct 202610 Oct 2026Bid Opening6 Oct 202610 Oct 2026

Tender Value

₹12 L

EMD Value

₹24,000

Closing Date

10 Oct 2026, 12:00 pm2d left

Tender Inviting Organisation

Name

Executive Engineer rnb division Awantipora

Address

Executive Engineer rnb division Awantipora

Work Description

Restoration / Upgradation of Khatoo Mohalla Chandhar Road.

Tender Information

Tender ID

2026_PWDJK_326634_3

Reference Number

134/EEA/RNB of 2026-27/8399-8409 Dated 30-09-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

10 days

Location

pampore

Source Website

Subscribe to view

Eligibility / Pre-Qualification

as per NIT

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical/Finance

RequiredScan copy of Deposit Receipt of Tender Doc/Tender fee with name of work/name of contractor. (.pdf)

RequiredAll docs req.as per Nit Conditions viz Reg.card,renewal,GSTIN certificate,Pan,GSTR-1,GSTR-3B latest, (.pdf)

Requiredcontractor may disclose his Bank A/c as per the format, devised as Annexure- A of the NIT (.pdf)

RequiredAny other document required as per NIT (.pdf)

RequiredBill of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹600

Tender Fee Payable To

JK Bank Account Bearing No 0470010200000099

EMD Fee Amount

₹24,000

Important Dates

Last Activity

10 Oct 2026

Published

30 Sept 2026

Bid Opening

10 Oct 2026

Download Starts

30 Sept 2026

Download Ends

10 Oct 2026

Submission Starts

1 Oct 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 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth 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, leadupto50meterand lift upto 1.5m, as directed by Engineer-In-Charge : All kinds of soil:	36	sqm	94.92	₹3,417.12
2	Providing and applying tack coat using hot straight run bitumen of grade-VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on WBM/WMM @ 0.75 kg/sqm	1,287.75	sqm	76.92	₹99,053.73
3	Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder,, trasported to site by Tippers ,laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 -100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.	64.39	cum	8,888.11	₹5,72,305.4
4	Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.	1,287.75	sqm	303.24	₹3,90,497.31
5	Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete	1,287.75	sqm	104.91	₹1,35,097.85

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 • 0.76 MB

Work Item Documents

BOQ_1104970.xls

BOQ • 0.31 MB

Corrigendum Documents

134Extension.pdf

PDF • 1.00 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth 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, leadupto50meterand lift upto 1.5m, as directed by Engineer-In-Charge : All kinds of soil:

sqm

94.92

₹3,417.12

Providing and applying tack coat using hot straight run bitumen of grade-VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on WBM/WMM @ 0.75 kg/sqm

1,287.75

sqm

76.92

₹99,053.73

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder,, trasported to site by Tippers ,laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 -100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

64.39

cum

8,888.11

₹5,72,305.4

Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

1,287.75

sqm

303.24

₹3,90,497.31

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete

1,287.75

sqm

104.91

₹1,35,097.85