J&K

Financial BO

Works

Civil Works

Balance work for Construction/Upgradation of Road from Ari to Surhuti Tehsil Mendhar District Poonch (Under CDF 2025-26) 2nd Call.

Public Works Department

MENDHAR | Jammu And Kashmir

Amount: ₹18.6 LCloses: 30 Mar 2026Closed

Bids

Percentage

2 Bids11 Apr 2026

#	Company	Quoted %	Amount	Rank	Status
1	L1₹17.3 LAdmitted-Finance	-7.23%	₹17.3 L	L1	Admitted-Finance
2	L2₹18.0 LAdmitted-Finance	-3.25%	₹18.0 L	L2	Admitted-Finance

Tender Value

₹18.6 L

EMD Value

₹37,200

Closing Date

30 Mar 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_306659_1

Reference Number

e-NIT No 142 of 2025-26 Dated 23-03-2026

Tender Type

Open Tender

Product Category

Civil Works

Period of Work

30 days

Location

MENDHAR

Source Website

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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

₹860

Tender Fee Payable To

Sub Treasurey Mendhar

EMD Fee Amount

₹37,200

Important Dates

Last Activity

11 Apr 2026

Published

23 Mar 2026

Bid Opening

31 Mar 2026

Download Starts

23 Mar 2026

Download Ends

30 Mar 2026

Submission Starts

23 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
1Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means).
2Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
3PRE MIX CARPET 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. 16.38.1 On W.B.M. @ 0.75 Kg/sqm.
4Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported 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.
5PRE MIX CARPET 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 bitumen surface @ 0.50 Kg/sqm
62.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
7SEAL COAT 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.
8Earth work in excavation by manual means 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:All kinds of soil :
9CEMENT CONCRETE (CAST-IN-SITU) 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).
10CEMENT CONCRETE (CAST-IN-SITU) 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 : 6 graded stone aggregate 20 mm nominal size)including 20% plum.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

techsummary_995561.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 3.40 MB

Work Item Documents

BOQ_995561.xls

BOQ • 0.27 MB

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