J&K

Financial BO

Works

Civil Works

Repair and Restoration of road cut in Nursing Garh Balgarden Srinagar Part I

Public Works Department

Balgarden | Srinagar, Jammu And Kashmir

Amount: ₹7.4 LCloses: 27 Apr 2026Closed

Timeline

Published20 Apr 2026
Closed27 Apr 2026
Technical Evaluation29 Apr 2026
Financial Evaluation21 May 2026
Award—

Bids

Percentage

3 Bids21 May 2026

#	Company	Quoted %	Amount	Rank	Status
1	M/S IMTIYAZ AHMAD DAR L1₹5.4 LAdmitted-Finance	-26.89%	₹5.4 L	L1	Admitted-Finance
2	AJAZ AHMAD DAR L2₹5.5 L+₹7,544.49 (1.40%)Admitted-Finance	-25.87%	₹5.5 L+₹7,544.49 (1.40%)	L2	Admitted-Finance
3	H Y CONSTRUCTIONS Not Admitted-Fee/PreQual/Technical	-	-	-	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification

Tender Value

₹7.4 L

EMD Value

₹14,780

Closing Date

27 Apr 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

RnB Division Karan Nagar Srinagar

Work Description

Repair and Restoration of road cut in Nursing Garh Balgarden Srinagar (Part-I)

Tender Information

Tender ID

2026_PWDJK_308196_1

Reference Number

Fresh etendering NIT No. 05 Karan Nagar Sgr

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

30 days

Location

Balgarden

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredScanned copy of valid Registration with latest renewal over JKPWDOMS (.pdf)

RequiredScanned copy of Pan Card, GST with latest clearance, Account details linked with GST and other docs (.pdf)

RequiredScanned copy of Treasury Challan and Bid Security (.pdf)

Finance

RequiredBill of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹300

Tender Fee Payable To

Executive Engineer

EMD Fee Amount

₹14,780

Important Dates

Last Activity

21 May 2026

Published

20 Apr 2026

Bid Opening

28 Apr 2026

Download Starts

20 Apr 2026

Download Ends

27 Apr 2026

Submission Starts

20 Apr 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 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Engagement of labour for clearance of surplus material including its disposal as directed by Engineer Incharge complete job all inclusive.
2Supply/Filling of RBM/Nallah Muck/GSB or any other such material including watering, levelling, spreading in layers not exceeding 150mm thick layers and consolidation with 8-10 tonne power road roller to the required grade and camber including all leads lifts and carriages upto site of work complete
3Supplying and stacking at site
3.01	Graded crushed stone aggregate of size 63 mm to 45 mm	-	Cum	-	-
3.02	Stone screening of size 13.2 mm nominal size (Type A)	-	Cum	-	-
3.03	Moorum	-	Cum	-	-
4Laying, 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.
5Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
6Providing 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 W.B.M. @ 0.75 Kg/sqm.
7Providing 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. 50 to 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.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

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 • 1.54 MB

Work Item Documents

BOQ_999064.xls

BOQ • 0.36 MB

Ready to Participate?

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Company

M/S IMTIYAZ AHMAD DAR

L1₹5.4 LAdmitted-Finance

AJAZ AHMAD DAR

L2₹5.5 L+₹7,544.49 (1.40%)Admitted-Finance

H Y CONSTRUCTIONS

Not Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Engagement of labour for clearance of surplus material including its disposal as directed by Engineer Incharge complete job all inclusive.
2Supply/Filling of RBM/Nallah Muck/GSB or any other such material including watering, levelling, spreading in layers not exceeding 150mm thick layers and consolidation with 8-10 tonne power road roller to the required grade and camber including all leads lifts and carriages upto site of work complete
3Supplying and stacking at site
3.01	Graded crushed stone aggregate of size 63 mm to 45 mm	-	Cum	-	-
3.02	Stone screening of size 13.2 mm nominal size (Type A)	-	Cum	-	-
3.03	Moorum	-	Cum	-	-
4Laying, 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.
5Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
6Providing 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 W.B.M. @ 0.75 Kg/sqm.
7Providing 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. 50 to 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.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Engagement of labour for clearance of surplus material including its disposal as directed by Engineer Incharge complete job all inclusive.

2Supply/Filling of RBM/Nallah Muck/GSB or any other such material including watering, levelling, spreading in layers not exceeding 150mm thick layers and consolidation with 8-10 tonne power road roller to the required grade and camber including all leads lifts and carriages upto site of work complete

3Supplying and stacking at site

3.01

Graded crushed stone aggregate of size 63 mm to 45 mm

Cum

3.02

Stone screening of size 13.2 mm nominal size (Type A)

Cum

3.03

Moorum

Cum

4Laying, 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.

5Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

6Providing 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 W.B.M. @ 0.75 Kg/sqm.

7Providing 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. 50 to 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.