DEFPROC

Technical Eval

Surety Bonds Accepted

Works

Civil Works

SPECIAL REPAIR OF BRIDGE AND ASSOCIATED MARINE STRUCTURES OF AMMUNITION JETTY AT NAVAL STATION KARANJA

New BOQ corrigendum available.

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

Karanja | Raigad, Maharashtra

Amount: ₹20.5 CrCloses: 17 Aug 2026Closed

Timeline

Published8 Jul 2026
Closed17 Aug 2026
Technical Evaluation18 Sept 2026
Award—

Bids

5 Bids18 Sept 2026

#	Company	Status
1	CEMBOND CONSTRUCTIONS PVT. LTD. Accepted-Technical	Accepted-Technical Eligible as per NIT criteria
2	Sanrachana Structural Strengthening Pvt Ltd Accepted-Technical 103 MONALISA CHS HARINIWAS CIRCLE THANE WEST 400602 MAHARASHTRA INDIA \| THANE \| MAHARASHTRA \| 400602	Accepted-Technical Eligible as per NIT criteria
3	THE FREYSSINET PRESTRESSED CONCRETE COMPANY LIMITED Accepted-Technical 6B 6TH FLOOR STERLING CENTRE DR A B ROAD WORLI WORLI MUMBAI MAHARASHTRA 400018 \| MUMBAI \| MAHARASHTRA \| 400018	Accepted-Technical Eligible as per NIT criteria
4	MC Gandhi and Sons Rejected-Technical	Rejected-Technical Not eligible as per NIT criteria as not enlisted in a iv category
5	Structural Specialities and Projects India Pvt Ltd Rejected-Technical 801 ODYSSEY ROAD NO 9 LTD WAGLE ESTATE THANE WEST MAHARASHTRA 400604	Rejected-Technical Not eligible as per NIT criteria as having no completed work experience related to a iv category Marine and harbour works in any government department

Corrigenda

Corrigendum

6 updatesLatest on 10 Aug 2026Submission Ends:17 Aug 2026

Date changes

Published8 Jul 2026Download Starts8 Jul 2026Download Ends17 Aug 2026Clarification Starts8 Jul 2026Clarification Ends22 Jul 2026Pre-Bid Meeting20 Jul 2026Submission Starts3 Aug 2026Submission Ends17 Aug 2026Bid Opening19 Aug 2026

Tender Value

₹20.5 Cr

EMD Value

₹13.5 L

Closing Date

17 Aug 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Chief Engineer (Navy) Mumbai

Address

Headquarter Chief Engineer (Navy) Mumbai, Shahid Bhagat Singh Marg, Colaba, Mumbai - 400005

Work Description

SPECIAL REPAIR OF BRIDGE AND ASSOCIATED MARINE STRUCTURES OF AMMUNITION JETTY AT NAVAL STATION KARANJA

Tender Information

Tender ID

2026_MES_777282_1

Reference Number

87997/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

365 days

Location

Karanja

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender document

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredAPPLICATION ON LETTER HEAD OF FIRM REQUESTING ISSUE OF TENDER (.pdf)

RequiredENLISTMENT LETTER WITH APPENDICES ISSUED BY REGISTERING AUTHORITY DULY RENEWED FOR THE CYCLIC PERIOD (.pdf)

RequiredSCANNED COPY OF DD FOR THE COST OF TENDER AND SCANNED COPY OF EMD IF APPLICABLE (.pdf)

RequiredSCANNED SELF ATTESTED COPIES OF GST, EPFO AND ESIC REGISTRATION CERTIFICATES (.pdf)

RequiredFOR UNENLISTED CONTRACTOR SCANNED COPY OF DOCUMENTS MEETING CRITERIA OF ELIGIBILITY IN MES (.pdf)

RequiredPOWER OF ATTORNEY IN FAVOUR OF THE PERSON UPLOADING THE BID USING HIS/HER DSC (.pdf)

RequiredINTEGRITY PACT AS PER NIT (.pdf)

RequiredFOR ONE AND TWO CLASS BELOW ELIGIBLE CLASS, DETAILS AS PER NOTE 1 OF APPX A TO NIT IF APPLICABLE (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹3,000

Tender Fee Payable To

Garrison Engineer (P) (NW) Karanja

EMD Fee Amount

₹13.5 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

HQ Chief Engineer (Navy) Mumbai

Important Dates

Last Activity

18 Sept 2026

Published

8 Jul 2026

Bid Opening

19 Aug 2026

Download Starts

8 Jul 2026

Download Ends

17 Aug 2026

Submission Starts

3 Aug 2026

Clarification Period

8 Jul 2026 - 22 Jul 2026

Pre-Bid Meeting

20 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (54 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1M&L for Breaking of structural elements in straight lines or geometrical forms, grooving the edges of the same with grinder up to concrete cover depth without damaging existing rebars, carefully removing carbonated concrete around the rebars up to 10 mm depth by low-impact high-frequency hammer/chipper without damaging the sound concrete, as per detailed methodology, daily cleaning and stacking of debris at prescribed locations in polypropylene/paper bags, disposing of the debris so generated on a weekly basis outside the premises, etc., complete as directed by the Engineer-in-Charge. (Note: Scaffolding and enabling is included in the cost; debris disposal items paid separately.)
1.01	Chipping work (Bridge)	8,548.8	Sqm	-	-
1.02	Chipping work (Jetty)	930	Sqm	-	-
2M&L for Clean existing reinforcement using manual/rotary wire brushing to remove rust scales, loose materials, dirt, and contaminants, making the surface suitable for treatment, and providing and applying chloride-free chemical rust remover to corroded reinforcement steel and mild steel surfaces, conforming to the manufacturer’s specifications for effective removal of rust without inducing further corrosion; the work shall include thorough surface preparation by mechanical means such as wire brushing, scraping, or light grinding to remove loose rust scales, followed by brush/swab application of the rust remover, allowing necessary reaction time, complete with all materials, labour, tools, safety measures, and disposal, all as per manufacturer’s specifications and as directed by the Engineer-in-Charge.
2.01	On chipping work (Bridge)	8,548.8	Sqm	-	-
2.02	On chipping work (Jetty)	930	Sqm	-	-
3M&L for Fixing of Nozzles: Drilling holes of 12 mm diameter and up to 100 mm depth at 150 mm to 500 mm c/c along cracks or as directed by the Engineer-in-Charge, cleaning the holes with air jet, and fixing injection nozzles/packers suitable for pressure injection grouting using pumps, etc., complete as specified and directed.
3.01	Nozzle fixing (Bridge)	8,623	Nos	-	-
3.02	Nozzle fixing (Jetty)	1,027	Nos	-	-
4M&L for Injection Grouting: Providing and applying injection grouting through the nozzles provided into the cracks/honeycombed areas by suitable grouting pump under pressure until refusal, including all labour, supervision, tools and tackles, transportation, etc., complete as per specifications and as directed. Low-viscosity (200 - 300 cPs) epoxy resin, all as specified and directed.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.21 MB

Work Item Documents

87997TenderPages.pdf

Tender Documents • 1.20 MB

BOQ_870516.xls

BOQ • 3.67 MB

Corrigendum Documents

87997TenderAmendment03Aug2026.pdf

PDF • 0.43 MB

87997DateAmendment30Jul2026.pdf

PDF • 0.10 MB

87997TenderAmendment30Jul2026.pdf

PDF • 0.22 MB

87997_Date_Amendment_23_Jul_2026.pdf

PDF • 0.09 MB

87997_Tender_Amendment_23_Jul_2026.pdf

PDF • 0.14 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

CEMBOND CONSTRUCTIONS PVT. LTD.

Accepted-Technical

Sanrachana Structural Strengthening Pvt Ltd

Accepted-Technical

103 MONALISA CHS HARINIWAS CIRCLE THANE WEST 400602 MAHARASHTRA INDIA | THANE | MAHARASHTRA | 400602

THE FREYSSINET PRESTRESSED CONCRETE COMPANY LIMITED

Accepted-Technical

6B 6TH FLOOR STERLING CENTRE DR A B ROAD WORLI WORLI MUMBAI MAHARASHTRA 400018 | MUMBAI | MAHARASHTRA | 400018

MC Gandhi and Sons

Rejected-Technical

Structural Specialities and Projects India Pvt Ltd

Rejected-Technical

801 ODYSSEY ROAD NO 9 LTD WAGLE ESTATE THANE WEST MAHARASHTRA 400604

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1M&L for Breaking of structural elements in straight lines or geometrical forms, grooving the edges of the same with grinder up to concrete cover depth without damaging existing rebars, carefully removing carbonated concrete around the rebars up to 10 mm depth by low-impact high-frequency hammer/chipper without damaging the sound concrete, as per detailed methodology, daily cleaning and stacking of debris at prescribed locations in polypropylene/paper bags, disposing of the debris so generated on a weekly basis outside the premises, etc., complete as directed by the Engineer-in-Charge. (Note: Scaffolding and enabling is included in the cost; debris disposal items paid separately.)
1.01	Chipping work (Bridge)	8,548.8	Sqm	-	-
1.02	Chipping work (Jetty)	930	Sqm	-	-
2M&L for Clean existing reinforcement using manual/rotary wire brushing to remove rust scales, loose materials, dirt, and contaminants, making the surface suitable for treatment, and providing and applying chloride-free chemical rust remover to corroded reinforcement steel and mild steel surfaces, conforming to the manufacturer’s specifications for effective removal of rust without inducing further corrosion; the work shall include thorough surface preparation by mechanical means such as wire brushing, scraping, or light grinding to remove loose rust scales, followed by brush/swab application of the rust remover, allowing necessary reaction time, complete with all materials, labour, tools, safety measures, and disposal, all as per manufacturer’s specifications and as directed by the Engineer-in-Charge.
2.01	On chipping work (Bridge)	8,548.8	Sqm	-	-
2.02	On chipping work (Jetty)	930	Sqm	-	-
3M&L for Fixing of Nozzles: Drilling holes of 12 mm diameter and up to 100 mm depth at 150 mm to 500 mm c/c along cracks or as directed by the Engineer-in-Charge, cleaning the holes with air jet, and fixing injection nozzles/packers suitable for pressure injection grouting using pumps, etc., complete as specified and directed.
3.01	Nozzle fixing (Bridge)	8,623	Nos	-	-
3.02	Nozzle fixing (Jetty)	1,027	Nos	-	-
4M&L for Injection Grouting: Providing and applying injection grouting through the nozzles provided into the cracks/honeycombed areas by suitable grouting pump under pressure until refusal, including all labour, supervision, tools and tackles, transportation, etc., complete as per specifications and as directed. Low-viscosity (200 - 300 cPs) epoxy resin, all as specified and directed.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1M&L for Breaking of structural elements in straight lines or geometrical forms, grooving the edges of the same with grinder up to concrete cover depth without damaging existing rebars, carefully removing carbonated concrete around the rebars up to 10 mm depth by low-impact high-frequency hammer/chipper without damaging the sound concrete, as per detailed methodology, daily cleaning and stacking of debris at prescribed locations in polypropylene/paper bags, disposing of the debris so generated on a weekly basis outside the premises, etc., complete as directed by the Engineer-in-Charge. (Note: Scaffolding and enabling is included in the cost; debris disposal items paid separately.)

1.01

Chipping work (Bridge)

8,548.8

Sqm

1.02

Chipping work (Jetty)

930

Sqm

2M&L for Clean existing reinforcement using manual/rotary wire brushing to remove rust scales, loose materials, dirt, and contaminants, making the surface suitable for treatment, and providing and applying chloride-free chemical rust remover to corroded reinforcement steel and mild steel surfaces, conforming to the manufacturer’s specifications for effective removal of rust without inducing further corrosion; the work shall include thorough surface preparation by mechanical means such as wire brushing, scraping, or light grinding to remove loose rust scales, followed by brush/swab application of the rust remover, allowing necessary reaction time, complete with all materials, labour, tools, safety measures, and disposal, all as per manufacturer’s specifications and as directed by the Engineer-in-Charge.

2.01

On chipping work (Bridge)

8,548.8

Sqm

2.02

On chipping work (Jetty)

930

Sqm

3M&L for Fixing of Nozzles: Drilling holes of 12 mm diameter and up to 100 mm depth at 150 mm to 500 mm c/c along cracks or as directed by the Engineer-in-Charge, cleaning the holes with air jet, and fixing injection nozzles/packers suitable for pressure injection grouting using pumps, etc., complete as specified and directed.

3.01

Nozzle fixing (Bridge)

8,623

Nos

3.02

Nozzle fixing (Jetty)

1,027

Nos

4M&L for Injection Grouting: Providing and applying injection grouting through the nozzles provided into the cracks/honeycombed areas by suitable grouting pump under pressure until refusal, including all labour, supervision, tools and tackles, transportation, etc., complete as per specifications and as directed. Low-viscosity (200 - 300 cPs) epoxy resin, all as specified and directed.