J&K

Financial BO

Works

Civil Works

Improvement / Upgradation of SMHS Hospital inner roads

Public Works Department

SMHS Hospital | Srinagar, Jammu And Kashmir

Amount: ₹30 LCloses: 20 Jul 202613 Jul 2026Closed

Timeline

Published4 Jul 2026
Closed20 Jul 2026
Technical Evaluation21 Jul 2026
Financial Evaluation24 Aug 2026
Award—

Bids

Percentage

3 Bids24 Aug 2026

#	Company	Quoted %	Amount	Rank	Status
1	Ghulam Mohammad Mir L1₹28.8 LAdmitted-Finance	-4.00%	₹28.8 L	L1	Admitted-Finance
2	M/S VALLEY ROAD CONSTRUCTION COMPANY L2₹32.1 L+₹3.3 L (11.4%)Admitted-Finance	+6.99%	₹32.1 L+₹3.3 L (11.4%)	L2	Admitted-Finance
3	M/S MB ROAD CONSTRUCTION COMPANY L3₹32.9 L+₹4.1 L (14.1%)Admitted-Finance	+9.57%	₹32.9 L+₹4.1 L (14.1%)	L3	Admitted-Finance

Corrigenda

Corrigendum

1 updatesLatest on 13 Jul 2026Submission Ends:13 Jul 202620 Jul 2026

Date changes

Download Ends13 Jul 202620 Jul 2026Submission Ends13 Jul 202620 Jul 2026Bid Opening14 Jul 202621 Jul 2026

Tender Value

₹30 L

EMD Value

₹60,000

Closing Date

20 Jul 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

RnB Division Karan Nagar Srinagar

Work Description

Improvement / Upgradation of SMHS Hospital inner roads

Tender Information

Tender ID

2026_PWDJK_314617_2

Reference Number

etendering NIT No. 12 Karan Nagar Sgr

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

12 days

Location

SMHS Hospital

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, Account details linked with GST and other docs as per NIT (.pdf)

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

Finance

RequiredBill of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,100

Tender Fee Payable To

Executive Engineer

EMD Fee Amount

₹60,000

Important Dates

Last Activity

24 Aug 2026

Published

4 Jul 2026

Bid Opening

21 Jul 2026

Download Starts

4 Jul 2026

Download Ends

20 Jul 2026

Submission Starts

4 Jul 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 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Supplying and stacking at site
1.01	Graded crushed stone aggregate of size 63 mm to 45 mm	107.57	Cum	1,204.15	₹1,29,530.42
1.02	Stone screening of size 13.2 mm nominal size (Type A)	19.36	Cum	1,204.15	₹23,312.34
1.03	Moorum	8.61	Cum	668.95	₹5,759.66
2	Laying, 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.	107.57	Cum	768.15	₹82,629.9
3Carriage of materials by way of mechanical transport including loading unloading leads lifts from source to site of work complete job.
3.01	Stone Aggregates for an average lead of 50Kms (63-45mm)	107.57	Cum	805.64	₹86,662.69
3.02	Stone screening for an average lead of 8Kms (13.2mm)	27	Cum	247.72	₹6,688.44
4	Scarifying 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).	1,273.85	Sqm	5.55	₹7,069.87
5	Providing, 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	191.08	Cum	1,885.95	₹3,60,367.33

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 • 1.72 MB

Work Item Documents

BOQ_1018786.xls

BOQ • 0.37 MB

Corrigendum Documents

NIT12Extension.pdf

PDF • 0.54 MB

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Company

Ghulam Mohammad Mir

L1₹28.8 LAdmitted-Finance

M/S VALLEY ROAD CONSTRUCTION COMPANY

L2₹32.1 L+₹3.3 L (11.4%)Admitted-Finance

M/S MB ROAD CONSTRUCTION COMPANY

L3₹32.9 L+₹4.1 L (14.1%)Admitted-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Supplying and stacking at site
1.01	Graded crushed stone aggregate of size 63 mm to 45 mm	107.57	Cum	1,204.15	₹1,29,530.42
1.02	Stone screening of size 13.2 mm nominal size (Type A)	19.36	Cum	1,204.15	₹23,312.34
1.03	Moorum	8.61	Cum	668.95	₹5,759.66
2	Laying, 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.	107.57	Cum	768.15	₹82,629.9
3Carriage of materials by way of mechanical transport including loading unloading leads lifts from source to site of work complete job.
3.01	Stone Aggregates for an average lead of 50Kms (63-45mm)	107.57	Cum	805.64	₹86,662.69
3.02	Stone screening for an average lead of 8Kms (13.2mm)	27	Cum	247.72	₹6,688.44
4	Scarifying 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).	1,273.85	Sqm	5.55	₹7,069.87
5	Providing, 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	191.08	Cum	1,885.95	₹3,60,367.33

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Supplying and stacking at site

1.01

Graded crushed stone aggregate of size 63 mm to 45 mm

107.57

Cum

1,204.15

₹1,29,530.42

1.02

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

19.36

Cum

1,204.15

₹23,312.34

1.03

Moorum

8.61

Cum

668.95

₹5,759.66

Laying, 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.

107.57

Cum

768.15

₹82,629.9

3Carriage of materials by way of mechanical transport including loading unloading leads lifts from source to site of work complete job.

3.01

Stone Aggregates for an average lead of 50Kms (63-45mm)

107.57

Cum

805.64

₹86,662.69

3.02

Stone screening for an average lead of 8Kms (13.2mm)

Cum

247.72

₹6,688.44

Scarifying 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).

1,273.85

Sqm

5.55

₹7,069.87

Providing, 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

191.08

Cum

1,885.95

₹3,60,367.33