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Supplying and erection of Precast earth retaining walls and backfilling of earth for Engineering Halls Canteen at Sea Side, North site, BARC, Trombay, Mumbai

Bhabha Atomic Research Centre

North Site, BARC, Trombay | Mumbai Suburban, Maharashtra | Mumbai, Maharashtra

Amount: ₹86.5 LCloses: 12 Oct 2026

Timeline

Published17 Sept 2026
Submission Opens29 Sept 2026
Closes12 Oct 2026
Bid Opening15 Oct 2026

Tender Value

₹86.5 L

EMD Value

₹2.0 L

Closing Date

12 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

Chief Engineer,Civil Engineering Division

Address

Civil Engineering Division, BARC, Trombay, Mumbai

Work Description

Supplying and erection of Precast earth retaining walls and backfilling of earth for Engineering Halls Canteen at Sea Side, North site, BARC, Trombay, Mumbai

Tender Information

Tender ID

2026_BARC_925817_1

Reference Number

BARC/CED/ET/38/2026-2027 DATE 10/09/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

North Site, BARC, Trombay

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender Documents

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredTender Acceptance Letter(Annexure1 of NIT),Undertakings as per Annexure2 to Annexure4 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 (.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 ET38 2026-2027 (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹2.0 L

Important Dates

Last Activity

17 Sept 2026

Published

17 Sept 2026

Bid Opening

15 Oct 2026

Download Starts

17 Sept 2026

Download Ends

12 Oct 2026

Submission Starts

29 Sept 2026

Clarification Period

17 Sept 2026 - 24 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Supplying and stacking / backfilling at site (Murrum to be brought from out side campus of BARC)
1.1	Moorum	5,150	CuM	-	-
2	Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).	5,150	CuM	-	-
3Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
3.1	All kinds of soil	210	CuM	-	-
4	Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge	120	SqM	-	-
5	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) Note: Minimum cement content to be as per relevant IS codes.	18	CuM	-	-
6Centering and shuttering including strutting, propping etc. and removal of form work for :
6.1	Foundations, footings, bases for columns	15	SqM	-	-
7	Providing and fixing in position Precast Retaining earth walls of 4.0 Meter height and 0.30 Meter thickness using M40 Grade High Performance Self Compacting Concrete including furnishing structural design, transportation, lifting & placing arrangements, grouting joints etc., all complete as directed by Engineer-In- Charge. Note: 1. Minimum cement content to be as per relevant IS codes. 2. Structural drawings with all the design calculations shall be submitted to the Engineer-In-Charge for approval, prior to procurement at site.	40	M	-	-

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 • 0.92 MB

Tendernotice_2.pdf

PDF • 6.17 MB

Work Item Documents

BOQ_972901.xls

BOQ • 0.26 MB

ScheduleAET38.pdf

Tender Documents • 0.76 MB

ProformaofSchedulesET38.pdf

Tender Documents • 0.77 MB

TechnicalbidET38.xls

Tender Documents • 0.09 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Supplying and stacking / backfilling at site (Murrum to be brought from out side campus of BARC)
1.1	Moorum	5,150	CuM	-	-
2	Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).	5,150	CuM	-	-
3Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
3.1	All kinds of soil	210	CuM	-	-
4	Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge	120	SqM	-	-
5	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) Note: Minimum cement content to be as per relevant IS codes.	18	CuM	-	-
6Centering and shuttering including strutting, propping etc. and removal of form work for :
6.1	Foundations, footings, bases for columns	15	SqM	-	-
7	Providing and fixing in position Precast Retaining earth walls of 4.0 Meter height and 0.30 Meter thickness using M40 Grade High Performance Self Compacting Concrete including furnishing structural design, transportation, lifting & placing arrangements, grouting joints etc., all complete as directed by Engineer-In- Charge. Note: 1. Minimum cement content to be as per relevant IS codes. 2. Structural drawings with all the design calculations shall be submitted to the Engineer-In-Charge for approval, prior to procurement at site.	40	M	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Supplying and stacking / backfilling at site (Murrum to be brought from out side campus of BARC)

1.1

Moorum

5,150

CuM

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).

5,150

CuM

3Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

3.1

All kinds of soil

210

CuM

Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge

120

SqM

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) Note: Minimum cement content to be as per relevant IS codes.

CuM

6Centering and shuttering including strutting, propping etc. and removal of form work for :

6.1

Foundations, footings, bases for columns

SqM

Providing and fixing in position Precast Retaining earth walls of 4.0 Meter height and 0.30 Meter thickness using M40 Grade High Performance Self Compacting Concrete including furnishing structural design, transportation, lifting & placing arrangements, grouting joints etc., all complete as directed by Engineer-In- Charge. Note: 1. Minimum cement content to be as per relevant IS codes. 2. Structural drawings with all the design calculations shall be submitted to the Engineer-In-Charge for approval, prior to procurement at site.