PMGSY

Cancelled

Works

CIVIL

Achabal Soumbran to Chattapal Package No.JK01WB01 Block Shangus.

PMGSY Kashmir and CE PW (R and B) Kashmir

Anantnag, Jammu And Kashmir

Amount: ₹1.2 CrCloses: 22 May 2026Closed

Timeline

Published16 May 2026
Closed22 May 2026
Cancelled4 Jun 2026

Bids

2 Bids4 Jun 2026

#	Company	Status
1	M/S GHULAM MOHIUD DIN MIR Admitted-Technical	Admitted-Technical Responsive
2	M/s Thakur Constructions Admitted-Technical	Admitted-Technical Responsive

Cancellation Details

Cancellation of Tender

Cancellation of TenderCancellation of TenderReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 4 Jun 2026

Tender Value

₹1.2 Cr

EMD Value

₹2.4 L

Closing Date

22 May 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer PMGSY Div. Ang.

Address

Office of Executive Engineer PMGSY Div. Ang. near R and B Complex Khanabal Anantnag.

Work Description

Achabal Soumbran to Chattapal Package No.JK01WB01 Block Shangus.

Tender Information

Tender ID

2026_KSRRD_147655_1

Reference Number

2/PMGSY/ANG/202526/ETendering of Dated 16-05-2026

Tender Type

Open Tender

Product Category

CIVIL

Form of Contract

Percentage

Period of Work

60 days

Location

Anantnag

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredFor uploading of Technical Documents refer to the NIT (.pdf)

RequiredBill of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,600

Tender Fee Payable To

Executive Engineer PMGSY Div. Ang.

EMD Fee Amount

₹2.4 L

Important Dates

Last Activity

4 Jun 2026

Published

16 May 2026

Bid Opening

25 May 2026

Download Starts

16 May 2026

Download Ends

22 May 2026

Submission Starts

16 May 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 (50 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	2.00M Span RCC Box culvert ( RD 15/700)	-	-	-	-
2	Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.2.7.1 All kinds of soil :	89.2	Cum	164.22	₹14,648.42
3	Providing and Laying of stone soling/First class bedding nominal size Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job. (Finished work to be measured).	2.81	Cum	1,112.98	₹3,127.47
4	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: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured)	1.88	Cum	5,730.3	₹10,772.96
5	Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) Raft.including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured)	17.21	Cum	7,520.77	₹1,29,432.45
6	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured)	-	MT	1,08,291.26	-
7	Back filling: Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (Granular material) Complet job.including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured)	1	Cum	1,561.9	₹1,560.34
8	Centering and shuttering including strutting, propping etc. and removal of form work for 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.(Side Walls)5.9.3 Suspended floors, roofs, landings, balconies and access platforms.(Slab) including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured)	-	-	-	-
9	Side Walls	-	Sqm	251.07	-
10	Slab	-	Sqm	629.72	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Bid Opening Summary

finance_230451.pdf

PDF

boq_comp_chart.xlsx

xlsx

Cancellation Documents

cancelled_1.pdf

pdf • 0.31 MB

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 • 0.14 MB

Work Item Documents

BOQ_230451.xls

BOQ • 0.31 MB

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Company

M/S GHULAM MOHIUD DIN MIR

Admitted-Technical

M/s Thakur Constructions

Admitted-Technical

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

2.00M Span RCC Box culvert ( RD 15/700)

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.2.7.1 All kinds of soil :

89.2

Cum

164.22

₹14,648.42

Providing and Laying of stone soling/First class bedding nominal size Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job. (Finished work to be measured).

2.81

Cum

1,112.98

₹3,127.47

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: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured)

1.88

Cum

5,730.3

₹10,772.96

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) Raft.including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured)

17.21

Cum

7,520.77

₹1,29,432.45

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured)

1,08,291.26

Back filling: Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (Granular material) Complet job.including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured)

Cum

1,561.9

₹1,560.34

Centering and shuttering including strutting, propping etc. and removal of form work for 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.(Side Walls)5.9.3 Suspended floors, roofs, landings, balconies and access platforms.(Slab) including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured)

Side Walls

Sqm

251.07

Slab

Sqm

629.72