Tender ID

DEFPROC

Cancelled

Works

Civil Works

PROVN OF OFFICE COMPLEX AND STORE ROOMS FOR ONE BATTALION AND ADDITION CUM SPECIAL REPAIR TO TRAINING INFRASTRUCTURE AND ALLIED FACILITY FOR OFFICER CADETS INCLUDING LADY CADETS AT IMA DEHRADOON

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

DEHRADOON | Dehradun, Uttarakhand

Amount: ₹4.3 CrCloses: 12 May 2026Closed

Timeline

Published7 Apr 2026
Closed12 May 2026
Cancelled23 May 2026

Corrigenda

Corrigendum

2 updatesLatest on 22 May 2026Submission Ends:29 May 2026

Date changes

Published7 Apr 2026Download Starts7 Apr 2026Download Ends29 May 2026Submission Starts15 May 2026Submission Ends29 May 2026Bid Opening5 Jun 2026

Cancellation Details

Cancellation of Tender

cancellation of tenderTender is hereby cancelled due to administrative reasonsReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 23 May 2026

Tender Value

₹4.3 Cr

EMD Value

₹5.0 L

Closing Date

12 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

HQ CE Bareilly Zone

Address

HQ CE BAREILLY ZONE

Work Description

PROVN OF OFFICE COMPLEX AND STORE ROOMS FOR ONE BATTALION AND ADDITION CUM SPECIAL REPAIR TO TRAINING INFRASTRUCTURE AND ALLIED FACILITY FOR OFFICER CADETS INCLUDING LADY CADETS AT IMA DEHRADOON

Tender Information

Tender ID

2026_MES_759351_1

Reference Number

CEBZ/DDN/T-39 OF 2025-26

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Lump-sum

Location

DEHRADOON

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredSCANNED COPY OF APPLICATION FOR ISSUE OF TENDER AND DD TOWARDS TENDER FEE (.pdf)

RequiredSCANNED COPY OF ENLISTMENT LETTER FOR ENLISTED CONTRACTORS (.pdf)

RequiredSCANNED COPY OF GST AND EPF REGN (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT DULY SIGNED (.pdf)

RequiredSCANNED COPY OF OTHER DOCUS AS PER NIT (.pdf)

RequiredSCANNED COPY OF ADDL DOCUS REQUIRED FOR UNENLISTED CONTRACTORS (.pdf)

RequiredSCANNED COPY OF EMD IN SHAPE OF EMD FOR UNENLISTED CONTRACTOR (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

Tender Fee Payable To

GE PROJECT DEHRADOON

EMD Fee Amount

₹5.0 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 May 2026

Published

7 Apr 2026

Bid Opening

19 May 2026

Download Starts

7 Apr 2026

Download Ends

12 May 2026

Submission Starts

5 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (39 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SCHEDULE A PART-I (BUILDING WORK)
1.01	Construction of Office Building & Store with permanent specificaiton all as shown on drawings and as specified.	-	Each	-	-
1.02	Construction of Sentry Post with permanent specificaiton all as shown on drawings and as specified.	-	Each	-	-
2SCHEDULE A PART II (SITE CLEARANCE) for details refer pdf folder
3SCHEDULE A PART III-A ( ROAD PATH ) for details refer pdf folder
4SCHEDULE A PART III-B( ROAD PATH )
4.01	M&L for 150 mm thick in two layers (Compacted thickness) WMM, laid and compacted as per design mix IRC 109-1997 rolled and consolidated to required gradient, camber level, super elevation with 8 to 12 tonne power complete all as specified and directed.	-	10SQM	-	-
5SCHEDULE A PART IV ( AREA DRAINAGE ) for details refer pdf folder
6SCHEDULE A PART V (SEWAGE)
6.01	M/L RCC Septic tank 100 users conventional type designed to carry sewage and sludge water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in walls, base Slab, baffle walls and roof slab including beams etc with vent shaft, manhole openings with cover connection etc., complete with effective depth of 1.50 meter and overall depth of 3 meter for 100 users.	-	EACH	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.08 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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.50 MB

Work Item Documents

merged1.pdf

Tender Documents • 5.93 MB

drawings.pdf

Additional Documents • 4.34 MB

BOQ_850541.xls

BOQ • 0.33 MB

Corrigendum Documents

886386.pdf

PDF • 0.06 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SCHEDULE A PART-I (BUILDING WORK)
1.01	Construction of Office Building & Store with permanent specificaiton all as shown on drawings and as specified.	-	Each	-	-
1.02	Construction of Sentry Post with permanent specificaiton all as shown on drawings and as specified.	-	Each	-	-
2SCHEDULE A PART II (SITE CLEARANCE) for details refer pdf folder
3SCHEDULE A PART III-A ( ROAD PATH ) for details refer pdf folder
4SCHEDULE A PART III-B( ROAD PATH )
4.01	M&L for 150 mm thick in two layers (Compacted thickness) WMM, laid and compacted as per design mix IRC 109-1997 rolled and consolidated to required gradient, camber level, super elevation with 8 to 12 tonne power complete all as specified and directed.	-	10SQM	-	-
5SCHEDULE A PART IV ( AREA DRAINAGE ) for details refer pdf folder
6SCHEDULE A PART V (SEWAGE)
6.01	M/L RCC Septic tank 100 users conventional type designed to carry sewage and sludge water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in walls, base Slab, baffle walls and roof slab including beams etc with vent shaft, manhole openings with cover connection etc., complete with effective depth of 1.50 meter and overall depth of 3 meter for 100 users.	-	EACH	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SCHEDULE A PART-I (BUILDING WORK)

1.01

Construction of Office Building & Store with permanent specificaiton all as shown on drawings and as specified.

Each

1.02

Construction of Sentry Post with permanent specificaiton all as shown on drawings and as specified.

Each

2SCHEDULE A PART II (SITE CLEARANCE) for details refer pdf folder

3SCHEDULE A PART III-A ( ROAD PATH ) for details refer pdf folder

4SCHEDULE A PART III-B( ROAD PATH )

4.01

M&L for 150 mm thick in two layers (Compacted thickness) WMM, laid and compacted as per design mix IRC 109-1997 rolled and consolidated to required gradient, camber level, super elevation with 8 to 12 tonne power complete all as specified and directed.

10SQM

5SCHEDULE A PART IV ( AREA DRAINAGE ) for details refer pdf folder

6SCHEDULE A PART V (SEWAGE)

6.01

M/L RCC Septic tank 100 users conventional type designed to carry sewage and sludge water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in walls, base Slab, baffle walls and roof slab including beams etc with vent shaft, manhole openings with cover connection etc., complete with effective depth of 1.50 meter and overall depth of 3 meter for 100 users.

EACH