Tender ID

PMGSY

To Be Opened

Works

Civil Works - Roads

Permanent Restoration of road Checki-Yangoora Babasaliah, Package No JK13-39.

PMGSY Kashmir and CE PW (R and B) Kashmir

Ganderbal, Jammu And Kashmir

Amount: Refer DocsCloses: 16 Apr 2026Closed

Timeline

Published3 Apr 2026
Closed16 Apr 2026
Bid Opening17 Apr 2026

Tender Value

Refer Docs

EMD Value

₹34,000

Closing Date

16 Apr 2026, 6:55 pmClosed

Tender Inviting Organisation

Name

Executive Engineer PMGSY Divison Ganderbal

Address

Duderhama Ganderbal

Work Description

Permanent Restoration of road Checki-Yangoora Babasaliah, Package No JK13-39.

Tender Information

Tender ID

2026_KSRRD_147166_31

Reference Number

NIT No. 01/EE/PMGSY/GBL/E-Tendering of 2026-27 Dated 01/04/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Location

Ganderbal

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned Copy of Bid Security/Earnest Money Deposit (.pdf)

RequiredTender Fee in shape of Treasury Challan credited to M.H 0059 (.pdf)

RequiredRegistration Card duly renewed for the Financial Year 2026-27 (.pdf)

RequiredPAN Card and GST Number with latest clearance certificate form GST-3/GSTR-3B (.pdf)

RequiredCorrespondence Address of bidder with Whatsapp mobile No. and email Id. (.pdf)

RequiredUndertaking regarding GST Linked Account No. as per format enclosed as Annexure A to this NIT. (.pdf)

RequiredAffidavit regarding correctness of information as per format enclosed as Annexure B to this NIT. (.pdf)

RequiredBill of Quantities with Quoted rate. (.xls)

Fee & Financial Details

Tender Fee Amount

₹800

Tender Fee Payable To

Executive Engineer PMGSY Ganderbal

EMD Fee Amount

₹34,000

Important Dates

Last Activity

3 Apr 2026

Published

3 Apr 2026

Bid Opening

17 Apr 2026

Download Starts

3 Apr 2026

Download Ends

16 Apr 2026

Submission Starts

3 Apr 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 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Construction of unlined surfce drains of average crosssectional area 0.40 sqm in soil to specified line,grades,levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead upto 50m (average lead 25m) as per technical specification clause 307. By mehanical means	-	RM	-	-
2	Providing and erecting W metal beam crash barrier comprising 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level fixed on ISMC series channel vertical posts,150X75X5 mm spaced 1.80 M high, 110 cm below ground level all steel parts and fitments to be galvanised by hot dip process , all fittings to confirm to IS 1367 and IS 1364 metal beam rail to be fixed on vertical posts with spacer channel section 150X75X50 mm, 330 mm long complete as per clause 810 including earthwork excavation by mech means and disposal of same by site engineer and embedded of vertical channel posts in PCC M15(1:2:4) block of size block size 0.45x0.45x1.1m and cost of nuts and carriage of all materials	70	RM	4,643.75	₹3,25,062.5
3	Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres	-	cum	-	-
4	Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) including all carriages	-	cum	-	-
5	(CEMENT 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)including all carriages of material involved	-	cum	-	-
6	Random Rubble Masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like. Cement mortar 1:6(1 Cement :6 Coarse sand) Quarry including all carriages of material involved	-	cum	-	-
7	Polygonal/Random Rubble Masonry uncoarsed, brought to coarses with quarry stones laid in dry in foundationand plinth incl. cost of bond stones & including all carriages of material involved	-	cum	-	-
8	Providing PCC M-20 architectural coping on the top of wing wall, return wall etc complete as per drawing and technical sopecification	-	Rm	-	-
9	Pointing on stone work with cement mortar 1:3 Flush/ Ruled Pointing including carriages of material involved	-	sqm	-	-
10	Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 granular material including all carriages.	-	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 4.77 MB

Work Item Documents

BOQ_229069.xls

BOQ • 0.29 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Construction of unlined surfce drains of average crosssectional area 0.40 sqm in soil to specified line,grades,levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead upto 50m (average lead 25m) as per technical specification clause 307. By mehanical means

Providing and erecting W metal beam crash barrier comprising 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level fixed on ISMC series channel vertical posts,150X75X5 mm spaced 1.80 M high, 110 cm below ground level all steel parts and fitments to be galvanised by hot dip process , all fittings to confirm to IS 1367 and IS 1364 metal beam rail to be fixed on vertical posts with spacer channel section 150X75X50 mm, 330 mm long complete as per clause 810 including earthwork excavation by mech means and disposal of same by site engineer and embedded of vertical channel posts in PCC M15(1:2:4) block of size block size 0.45x0.45x1.1m and cost of nuts and carriage of all materials

4,643.75

₹3,25,062.5

Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres

cum

Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) including all carriages

cum

(CEMENT 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)including all carriages of material involved

cum

Random Rubble Masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like. Cement mortar 1:6(1 Cement :6 Coarse sand) Quarry including all carriages of material involved

cum

Polygonal/Random Rubble Masonry uncoarsed, brought to coarses with quarry stones laid in dry in foundationand plinth incl. cost of bond stones & including all carriages of material involved

cum

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc complete as per drawing and technical sopecification

Pointing on stone work with cement mortar 1:3 Flush/ Ruled Pointing including carriages of material involved

sqm

Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 granular material including all carriages.

cum