J&K

Technical Eval

Works

Civil Works

Repair/stabilization of slopes from CR adit of HRT to bailey bridge (Re Tender)

JKSPDC

Dam Site BHEP | Ramban, Jammu And Kashmir

Amount: ₹6.8 CrCloses: 16 May 202611 May 2026Closed

Timeline

Published20 Apr 2026
Closed16 May 2026
Technical Evaluation5 Jun 2026
Award—

Bids

5 Bids5 Jun 2026

#	Company	Status
1	M/S HAJI MOHAMMAD AFZAL KUCHAY AND SONS Accepted-Technical	Accepted-Technical All Docs Uploaded
2	MA ENGINEERING CONSTRUCTION PVT LTD Accepted-Technical	Accepted-Technical All Docs Uploaded
3	MALIK CONSTRUCTION INFRA PVT. LTD. Accepted-Technical	Accepted-Technical All Docs Uploaded
4	M/S MOHAMMAD YOUSUF PAUL Rejected-Technical	Rejected-Technical All Docs Not Uploaded
5	M/s Precision Building Contracts Private Limited Rejected-Technical	Rejected-Technical All Docs Not Uploaded

Corrigenda

Corrigendum

3 updatesLatest on 9 May 2026Submission Ends:11 May 202616 May 2026

Date changes

Download Ends11 May 202616 May 2026Pre-Bid Meeting28 Apr 20265 May 2026Submission Ends11 May 202616 May 2026Bid Opening12 May 202618 May 2026

Tender Value

₹6.8 Cr

EMD Value

₹13.6 L

Closing Date

16 May 2026, 2:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer CMD BHEP

Address

Executive Engineer CMD BHEP Chanderkote Ramban

Work Description

Repair/stabilizat ion of slopes from CR adit of HRT to bailey bridge (Re Tender)

Tender Information

Tender ID

2026_SPDC_308183_1

Reference Number

ENIT 01 of 2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

365 days

Location

Dam Site BHEP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredAll docs as per SBD (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

Tender Fee Payable To

CPAO BHEP

EMD Fee Amount

₹13.6 L

Pre-Bid Meeting

Meeting Place

Office of Chief Engineer Civil BHEP

Important Dates

Last Activity

5 Jun 2026

Published

20 Apr 2026

Bid Opening

18 May 2026

Download Starts

20 Apr 2026

Download Ends

16 May 2026

Submission Starts

20 Apr 2026

Clarification Period

20 Apr 2026 - 8 May 2026

Pre-Bid Meeting

5 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 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Engagement of labours for cleaning loose rock and other loose material.
2Earth 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. Ordinary Rock
3Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V including curing but excluding the cost of centring, shuttering and finishing with. 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
4	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level	-	cum	1	-
5Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters
6Steel 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. (To be paid as per actual). (To be paid as per actual)
7uPVC pipes (working pressure 4 kg / cm2 ) Single socketed pipe 75 mm dia for weep holes in retaining structure
8	Providing and laying well-compacted granular drainage filter media consisting of graded crushed stone or coarse sand behind RCC counterfort retaining wall in layers not exceeding 150 mm thick, including watering, compaction, dressing to required slope and levels	1	cum	-	-
9Drilling of 64mm dia holes for 32mm dia. steel anchors and 500mm deep into old concrete by way of jack hammer or other suitable equipment for mechanical bonding of old and new concrete.
10	Providing and fixing of 32mm dia Tor steel anchors bent to shape in the drilled holes by suitable means as per technical specification.	1	Kgs	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

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 • 1.18 MB

Work Item Documents

BOQ_999030.xls

BOQ • 0.36 MB

Corrigendum Documents

Ext1.pdf

PDF • 0.76 MB

Corrigendum1.pdf

PDF • 0.31 MB

Corrigendum1.pdf

PDF • 0.31 MB

Ready to Participate?

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Company

M/S HAJI MOHAMMAD AFZAL KUCHAY AND SONS

Accepted-Technical

MA ENGINEERING CONSTRUCTION PVT LTD

Accepted-Technical

MALIK CONSTRUCTION INFRA PVT. LTD.

Accepted-Technical

M/S MOHAMMAD YOUSUF PAUL

Rejected-Technical

M/s Precision Building Contracts Private Limited

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Engagement of labours for cleaning loose rock and other loose material.
2Earth 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. Ordinary Rock
3Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V including curing but excluding the cost of centring, shuttering and finishing with. 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
4	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level	-	cum	1	-
5Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters
6Steel 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. (To be paid as per actual). (To be paid as per actual)
7uPVC pipes (working pressure 4 kg / cm2 ) Single socketed pipe 75 mm dia for weep holes in retaining structure
8	Providing and laying well-compacted granular drainage filter media consisting of graded crushed stone or coarse sand behind RCC counterfort retaining wall in layers not exceeding 150 mm thick, including watering, compaction, dressing to required slope and levels	1	cum	-	-
9Drilling of 64mm dia holes for 32mm dia. steel anchors and 500mm deep into old concrete by way of jack hammer or other suitable equipment for mechanical bonding of old and new concrete.
10	Providing and fixing of 32mm dia Tor steel anchors bent to shape in the drilled holes by suitable means as per technical specification.	1	Kgs	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Engagement of labours for cleaning loose rock and other loose material.

2Earth 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. Ordinary Rock

3Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V including curing but excluding the cost of centring, shuttering and finishing with. 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level

cum

5Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters

6Steel 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. (To be paid as per actual). (To be paid as per actual)

7uPVC pipes (working pressure 4 kg / cm2 ) Single socketed pipe 75 mm dia for weep holes in retaining structure

Providing and laying well-compacted granular drainage filter media consisting of graded crushed stone or coarse sand behind RCC counterfort retaining wall in layers not exceeding 150 mm thick, including watering, compaction, dressing to required slope and levels

cum

9Drilling of 64mm dia holes for 32mm dia. steel anchors and 500mm deep into old concrete by way of jack hammer or other suitable equipment for mechanical bonding of old and new concrete.

Providing and fixing of 32mm dia Tor steel anchors bent to shape in the drilled holes by suitable means as per technical specification.

Kgs