CPPP

AOC

Works

Civil Works

Composite work for Construction of Pantry and Souvenir Corner including electrical, mechanical and miscellaneous works near proposed DAE Exhibition Centre at South site, BARC, Trombay, Mumbai.

Bhabha Atomic Research Centre

Near Old Apsara building, South site, BARC, Tromba | Mumbai Suburban, Maharashtra

Amount: ₹3.4 CrCloses: 21 May 2025Closed

Timeline

Published3 Apr 2025
Closed21 May 2025
Technical Evaluation9 Jun 2025
Financial Evaluation12 Nov 2025
Awarded20 Nov 2025

Bids

Item Rate

1 Bid20 Nov 2025

#	Company	Amount	Rank	Status
1	ANUBHAV ENGINEERING COMPANY L-1₹3.7 CrAccepted-AOC MUMBAI 400074 ACHARYA COOMERCIAL SHOPPING CENTRE 119 1ST FLOOR ACHARYA COMMERCIAL AND SHOPPING CENTRE DR C G ROAD NEAR BASANT CINEMA CHEMBUR MUMBAI 400074 DR C G ROAD \| MUMBAI SUBURBAN \| MAHARASHTRA \| 400074	₹3.7 Cr	L-1	Accepted-AOC Resultant Single Bidder

BoQ Comparative

Line Items (234)

Sl No	Description	Qty	Unit	ANUBHAV ENGINEERING COMPANY L1
1.00Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. Note: Above item will be measured for manual excavation of trial trenches/pits.
1.01	From 0.00 upto 1.50 m depth below Average Ground Level	550	CuM	300 ₹1,65,000 Lowest
1.02	Beyond 1.50 m and upto 3.00 m depth below Average Ground Level	300	CuM	325 ₹97,500 Lowest
1.03	Beyond 3.00m upto 4.50m depth below Average Ground Level	80	CuM	350 ₹28,000 Lowest
2.00Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge.
2.01	From 0.00 upto 1.50 m depth below Average Ground Level	50	CuM	375 ₹18,750 Lowest
2.02	Beyond 1.50 m and upto 3.00 m depth below Average Ground Level	75	CuM	400 ₹30,000 Lowest
2.03	Beyond 3.00m upto 4.50m depth below Average Ground Level	75	CuM	425 ₹31,875 Lowest
3.00Earth work excavation in foundation in Hard Rock by Chiselling and /or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc.complete all as per specifications and as directed by the Engineer-in-Charge.
3.01	From 0.00 upto 1.50 m depth below Average Ground Level	25	CuM	600 ₹15,000 Lowest

Tender Value

₹3.4 Cr

EMD Value

₹8.0 L

Closing Date

21 May 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

Chief Engineer

Address

CED,BARC,Trombay, Mumbai

Work Description

Composite work for Construction of Pantry and Souvenir Corner including electrical, mechanical and miscellaneous works near proposed DAE Exhibition Centre at South site, BARC, Trombay, Mumbai.

Tender Information

Tender ID

2025_BARC_855496_1

Reference Number

BARC/CED/ET/1/2025-2026 DATE 02/04/2025 I.

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

547 days

Location

Near Old Apsara building, South site, BARC, Tromba

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredUndertaking as per Annexure 1, Annexure 2, Annexure 3 and Annexure 4 of NIT (.pdf)

RequiredUndertakings as per Sl. No. 42(vii), (viii) and as per Sl. No. 40 Appendix-F of NIT (.pdf)

RequiredFinancial Turnover of last 3 years certified by CA with UDIN and latest bank solvency certificate (.pdf)

RequiredPerformance certificates of similar works completed (.pdf)

RequiredList of Technical staff, Construction Plant and machinery (.pdf)

RequiredRegistration certificates, GST, PAN No., EPF and ESIC certificates (.pdf)

RequiredTechnical Bid consisting of 4 sheets of XLS file to be filled (.xls)

Finance

RequiredFinancial Bid ET01 (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹8.0 L

Pre-Bid Meeting

Meeting Place

CED, BARC, Trombay, Mumbai

Important Dates

Last Activity

27 Nov 2025

Published

3 Apr 2025

Bid Opening

23 May 2025

Download Starts

4 Apr 2025

Download Ends

21 May 2025

Submission Starts

30 Apr 2025

Clarification Period

4 Apr 2025 - 21 Apr 2025

Pre-Bid Meeting

22 Apr 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.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 • 0.05 MB

Work Item Documents

Tenderdocument.pdf

Tender Documents • 1.10 MB

Tenderdocument_2.pdf

Tender Documents • 0.36 MB

BOQ.xls

BOQ • 0.07 MB

Tenderdocument_3.pdf

Tender Documents • 3.42 MB

Tenderdocument_4.pdf

Tender Documents • 0.29 MB

Tenderdocument_5.pdf

Tender Documents • 0.83 MB

BOQ_2.xls

BOQ • 0.44 MB

Tenderdocument_6.pdf

Tender Documents • 1.36 MB

Tenderdocument_7.pdf

Tender Documents • 1.07 MB

Tenderdocument_8.pdf

Tender Documents • 3.10 MB

Tenderdocument_9.pdf

Tender Documents • 2.47 MB

Tenderdocument_10.pdf

Tender Documents • 2.12 MB

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Company

ANUBHAV ENGINEERING COMPANY

L-1₹3.7 CrAccepted-AOC

MUMBAI 400074 ACHARYA COOMERCIAL SHOPPING CENTRE 119 1ST FLOOR ACHARYA COMMERCIAL AND SHOPPING CENTRE DR C G ROAD NEAR BASANT CINEMA CHEMBUR MUMBAI 400074 DR C G ROAD | MUMBAI SUBURBAN | MAHARASHTRA | 400074

Sl No	Description	Qty	Unit	ANUBHAV ENGINEERING COMPANY L1
1.00Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. Note: Above item will be measured for manual excavation of trial trenches/pits.
1.01	From 0.00 upto 1.50 m depth below Average Ground Level	550	CuM	300 ₹1,65,000 Lowest
1.02	Beyond 1.50 m and upto 3.00 m depth below Average Ground Level	300	CuM	325 ₹97,500 Lowest
1.03	Beyond 3.00m upto 4.50m depth below Average Ground Level	80	CuM	350 ₹28,000 Lowest
2.00Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge.
2.01	From 0.00 upto 1.50 m depth below Average Ground Level	50	CuM	375 ₹18,750 Lowest
2.02	Beyond 1.50 m and upto 3.00 m depth below Average Ground Level	75	CuM	400 ₹30,000 Lowest
2.03	Beyond 3.00m upto 4.50m depth below Average Ground Level	75	CuM	425 ₹31,875 Lowest
3.00Earth work excavation in foundation in Hard Rock by Chiselling and /or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc.complete all as per specifications and as directed by the Engineer-in-Charge.
3.01	From 0.00 upto 1.50 m depth below Average Ground Level	25	CuM	600 ₹15,000 Lowest

Sl No

Description

Qty

Unit

ANUBHAV ENGINEERING COMPANY

1.00Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. Note: Above item will be measured for manual excavation of trial trenches/pits.

1.01

From 0.00 upto 1.50 m depth below Average Ground Level

550

CuM

300

₹1,65,000

Lowest

1.02

Beyond 1.50 m and upto 3.00 m depth below Average Ground Level

300

CuM

325

₹97,500

Lowest

1.03

Beyond 3.00m upto 4.50m depth below Average Ground Level

CuM

350

₹28,000

Lowest

2.00Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge.

2.01

From 0.00 upto 1.50 m depth below Average Ground Level

CuM

375

₹18,750

Lowest

2.02

Beyond 1.50 m and upto 3.00 m depth below Average Ground Level

CuM

400

₹30,000

Lowest

2.03

Beyond 3.00m upto 4.50m depth below Average Ground Level

CuM

425

₹31,875

Lowest

3.00Earth work excavation in foundation in Hard Rock by Chiselling and /or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc.complete all as per specifications and as directed by the Engineer-in-Charge.

3.01

From 0.00 upto 1.50 m depth below Average Ground Level

CuM

600

₹15,000

Lowest