CPPP

Cancelled

Works

Civil Works - Buildings

construction of 2nd floor building

Tata Memorial Centre

HBCH and RC New Chandigarh | S.a.s Nagar, Punjab

Amount: ₹58.0 LCloses: 5 May 2026Closed

Timeline

Published21 Apr 2026
Closed5 May 2026
Cancelled11 Aug 2026

Bids

3 Bids11 Aug 2026

#	Company	Status
1	Balaji Industries Accepted-Technical	Accepted-Technical accepted
2	CHOPRA BROTHERS Accepted-Technical	Accepted-Technical accepted
3	M/S Mittal Construction Company Accepted-Technical 180 10 STREET NO 10 HARPAL NAGAR NEAR TRIVENI MANDIR BHATTI ROAD BATHINDA 151001 \| BATHINDA \| PUNJAB \| 151001	Accepted-Technical accepted

Corrigenda

Corrigendum

2 updatesLatest on 11 May 2026Submission Ends:5 May 202616 May 2026

Date changes

Download Ends5 May 202616 May 2026Submission Ends5 May 202616 May 2026Bid Opening6 May 202618 May 2026

Cancellation Details

Cancellation of Tender

CANCELLATION OF TENDERCANCELLATION OF TENDERReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 11 Aug 2026

Tender Value

₹58.0 L

EMD Value

₹1.4 L

Closing Date

5 May 2026, 1:00 pmClosed

Tender Inviting Organisation

Name

OIC, Engineering

Address

OIC, Engineering, Service Block, Engineering Department, HBCHRC, New Chandigarh

Work Description

Construction of 2nd floor of store building at HBCHRC, New CHD

Tender Information

Tender ID

2026_TMC_906007_1

Reference Number

2ND FLOOR-STORE BUILDING/2026-27/06

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Works

Location

HBCH and RC New Chandigarh

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

Requiredtechnicalchecklist (.xls)

Requiredtechnicalspecs (.pdf)

Requiredundertakings (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.4 L

Pre-Bid Meeting

Meeting Place

Service Block, Engineering Department

Important Dates

Last Activity

11 Aug 2026

Published

21 Apr 2026

Bid Opening

6 May 2026

Download Starts

21 Apr 2026

Download Ends

5 May 2026

Submission Starts

25 Apr 2026

Pre-Bid Meeting

24 Apr 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (38 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing Structural Design Services , Electrical & ELV layouts, SLD, GFC drawings, approval from client and further approval from structural consultant etc.
2Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
3Providing and fixing of Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more in column/ slabs/ footing/ foundations/ Lintels/ plinthbeam/tie beams/ chajja etc.. for R.C.C. work including straightening, cutting, bending, placing in position and binding and including of placing of cover blocks etc. all complete below plinth level and above plinth level up to V level floor.
4Centering and shuttering including strutting, propping etc. and removal of form work for :Columns,, piers, roofs, Slab, abutments, pillars, posts and struts etc up to V floor Level including required scafolding Matarial Shifting and required support as per site requirements and as per direction of EIC.
5Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers up to iii floor Level including required scafolding Matarial Shifting and required support as per site requirements and as per direction of EIC.
6Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings) except spiral-staircases etc. up to iii floor Level including required scafolding Matarial Shifting and required support as per site requirements and as per direction of EIC.
7Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
8Concrete of M25 grade with minimum cement content of 330 kg /cum All works above plinth level upto floor V level
9Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
10Providing and Applying of 12 mm thick cement plaster of mix 1:4 (1 cement: 4 coarse sand) for internal surface, including surface preparation work, chicken mess jali fixing , hacking Scafolding/plateform if required etc. as per site requirements and as per direction of EIC.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Cancellation Documents

cancelled_1.pdf

pdf • 0.66 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 • 2.07 MB

Work Item Documents

undertakings.pdf

Tender Documents • 0.70 MB

technicalspecs.pdf

Tender Documents • 0.85 MB

technicalchecklist.xls

Tender Documents • 0.03 MB

BOQ_952330.xls

BOQ • 0.41 MB

Corrigendum Documents

corrigendum02.pdf

PDF • 0.55 MB

corrigendum01.pdf

PDF • 0.55 MB

Ready to Participate?

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Company

Balaji Industries

Accepted-Technical

CHOPRA BROTHERS

Accepted-Technical

M/S Mittal Construction Company

Accepted-Technical

180 10 STREET NO 10 HARPAL NAGAR NEAR TRIVENI MANDIR BHATTI ROAD BATHINDA 151001 | BATHINDA | PUNJAB | 151001

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing Structural Design Services , Electrical & ELV layouts, SLD, GFC drawings, approval from client and further approval from structural consultant etc.
2Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
3Providing and fixing of Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more in column/ slabs/ footing/ foundations/ Lintels/ plinthbeam/tie beams/ chajja etc.. for R.C.C. work including straightening, cutting, bending, placing in position and binding and including of placing of cover blocks etc. all complete below plinth level and above plinth level up to V level floor.
4Centering and shuttering including strutting, propping etc. and removal of form work for :Columns,, piers, roofs, Slab, abutments, pillars, posts and struts etc up to V floor Level including required scafolding Matarial Shifting and required support as per site requirements and as per direction of EIC.
5Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers up to iii floor Level including required scafolding Matarial Shifting and required support as per site requirements and as per direction of EIC.
6Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings) except spiral-staircases etc. up to iii floor Level including required scafolding Matarial Shifting and required support as per site requirements and as per direction of EIC.
7Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
8Concrete of M25 grade with minimum cement content of 330 kg /cum All works above plinth level upto floor V level
9Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
10Providing and Applying of 12 mm thick cement plaster of mix 1:4 (1 cement: 4 coarse sand) for internal surface, including surface preparation work, chicken mess jali fixing , hacking Scafolding/plateform if required etc. as per site requirements and as per direction of EIC.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Providing Structural Design Services , Electrical & ELV layouts, SLD, GFC drawings, approval from client and further approval from structural consultant etc.

2Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)

3Providing and fixing of Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more in column/ slabs/ footing/ foundations/ Lintels/ plinthbeam/tie beams/ chajja etc.. for R.C.C. work including straightening, cutting, bending, placing in position and binding and including of placing of cover blocks etc. all complete below plinth level and above plinth level up to V level floor.

4Centering and shuttering including strutting, propping etc. and removal of form work for :Columns,, piers, roofs, Slab, abutments, pillars, posts and struts etc up to V floor Level including required scafolding Matarial Shifting and required support as per site requirements and as per direction of EIC.

5Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers up to iii floor Level including required scafolding Matarial Shifting and required support as per site requirements and as per direction of EIC.

6Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings) except spiral-staircases etc. up to iii floor Level including required scafolding Matarial Shifting and required support as per site requirements and as per direction of EIC.

7Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

8Concrete of M25 grade with minimum cement content of 330 kg /cum All works above plinth level upto floor V level

9Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)

10Providing and Applying of 12 mm thick cement plaster of mix 1:4 (1 cement: 4 coarse sand) for internal surface, including surface preparation work, chicken mess jali fixing , hacking Scafolding/plateform if required etc. as per site requirements and as per direction of EIC.