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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 CrAccepted-AOC | ₹8.7 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹11.9 Cr+₹3.2 Cr (36.9%)Rejected-Finance | ₹11.9 Cr+₹3.2 Cr (36.9%) | L2 | Rejected-Finance Being L2 |
| Sl No | Description | Qty | Unit | ANZEN PROJECTS PRIVATE LIMITED L1 | Aadhar Stumbh Infra Pvt. Ltd. L2 |
|---|---|---|---|---|---|
| 1.00Part-1: Civil Works Earth 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 rank vegetation, grass, brush wood etc. complete and as directed by the Engineer-in-charge . | |||||
| 1.10 | From 0.00 to 1.50 m depth from Average Ground Level | 150 | CuM | 800 ₹1,20,000 | 225.99 ₹33,898.5 Lowest |
| 2.00 | Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) with minimum cement content as per the latest revision of relevant IS codes including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels. | 10 | CuM | 8,800 ₹88,000 | 7,209.04 ₹72,090.4 Lowest |
| 3.00Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 with minimum cement content as per the latest revision of relevant IS codes using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications. Note: (i) In view of limit on water-cement ratio for durability requirements, concrete admixtures (Naphthalene / Melamine based super plasticizers) shall be used after taking prior approval of Engineer-in-Charge and the rates quoted for these items shall be inclusive of the cost of admixtures, trial mixes, testing (at site & at approved labs), etc. complete. ii) All projections, fins etc. in the concrete surface formed at the joints in the formwork should be ground & flush and finished at no extra cost. | |||||
| 3.10 | In substructure (up to Plinth Level) | 5 | CuM | 12,500 ₹62,500 | 9,966.1 ₹49,830.5 Lowest |
| 3.20 | In superstructure (above plinth level) at all levels upto 20 m above plinth level. | 20 | CuM | 13,200 ₹2,64,000 | 9,966.1 ₹1,99,322 Lowest |
| 4.00 | Extra for providing RMC (Ready Mixed Concrete) conforming to IS : 4926 (latest) in lieu of conventional PCC/RCC items supplied by RMC plant outside BARC, Trombay premises of approved Manufacturer or approved equivalent meeting the technical specifications as per relevant codes and standards for all type of structural elements/ RCC/ PCC elements including transporting, pumping etc. complete as per instruction of the Engineer in charge. Notes: 1) The contractor shall obtain prior approval for RMC manufacturer from Engineer in Charge in writing. 2) The rate shall apply for all levels and locations including all type of structure etc. | 30 | CuM | 2,350 ₹70,500 | 1,694.92 ₹50,847.6 Lowest |
| 5.00 | Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G I binding wire of minimum 16 Gauge (Excluding PVC coating), all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Steel supplied by the contractor. Using TMT bars of Fe-550D grade or as approved of all sizes of approved make or approved equivalent meeting the technical specifications as per relevant codes and standards. TMT bars to be supplied by the contractor shall conform to IS – 1786 (Latest edition) and BARC specification.
Notes: 1) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers or approved equivalent meeting the technical specifications as per relevant codes and standards and also testing third party from approved laboratories without any extra cost. 2) Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 3) Cover blocks shall be of same grade of concrete. | 0.8 | MT | 1,25,000 ₹1,00,000 Lowest | 1,41,242.94 ₹1,12,994.35 |
| 6.00Providing centering, shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc. and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels. | |||||
| 6.10 | For Sub Structure | 20 | SqM | 1,200 ₹24,000 | 1,129.94 ₹22,598.8 Lowest |
Tender Value
₹8.7 Cr
EMD Value
₹20.3 L
Closing Date
16 Apr 2026, 3:00 pmClosed
Chief Engineer,Civil Engineering Division
Civil Engineering Division, Bhabha Atomic Research Centre, Trombay, Mumbai-400 085
Composite work of development of internal infrastructure for proposed DAE Exhibition Centre-cum-Science Museum including Civil, Electrical, Mechanical, LAN, AV, CCTV and other allied works in Apsara building, South site, BARC, Trombay, Mumbai.
2026_BARC_900996_1
BARC/CED/ET/97/2025-2026 Dated 02/03/2026
Open Tender
Civil Works
Item Rate
365 days
South Site, BARC, Trombay, Mumbai
Please refer Tender Documents
8 documents required · 8 mandatory
₹0
₹20.3 L
Civil Engineering Division, BARC, Trombay, Mumbai
28 Aug 2026
6 Mar 2026
21 Apr 2026
6 Mar 2026
16 Apr 2026
26 Mar 2026
6 Mar 2026 - 16 Mar 2026
17 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Part-1: Civil Works Earth 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 rank vegetation, grass, brush wood etc. complete and as directed by the Engineer-in-charge . | |||||
| 1.1 | From 0.00 to 1.50 m depth from Average Ground Level | 150 | CuM | - | - |
| 2 | Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) with minimum cement content as per the latest revision of relevant IS codes including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels. | 10 | CuM | - | - |
| 3Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 with minimum cement content as per the latest revision of relevant IS codes using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications. Note: (i) In view of limit on water-cement ratio for durability requirements, concrete admixtures (Naphthalene / Melamine based super plasticizers) shall be used after taking prior approval of Engineer-in-Charge and the rates quoted for these items shall be inclusive of the cost of admixtures, trial mixes, testing (at site & at approved labs), etc. complete. ii) All projections, fins etc. in the concrete surface formed at the joints in the formwork should be ground & flush and finished at no extra cost. | |||||
| 3.1 | In substructure (up to Plinth Level) | 5 | CuM | - | - |
| 3.2 | In superstructure (above plinth level) at all levels upto 20 m above plinth level. | 20 | CuM | - | - |
| 4 | Extra for providing RMC (Ready Mixed Concrete) conforming to IS : 4926 (latest) in lieu of conventional PCC/RCC items supplied by RMC plant outside BARC, Trombay premises of approved Manufacturer or approved equivalent meeting the technical specifications as per relevant codes and standards for all type of structural elements/ RCC/ PCC elements including transporting, pumping etc. complete as per instruction of the Engineer in charge. Notes: 1) The contractor shall obtain prior approval for RMC manufacturer from Engineer in Charge in writing. 2) The rate shall apply for all levels and locations including all type of structure etc. | 30 | CuM | - | - |
| 5 | Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G I binding wire of minimum 16 Gauge (Excluding PVC coating), all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Steel supplied by the contractor. Using TMT bars of Fe-550D grade or as approved of all sizes of approved make or approved equivalent meeting the technical specifications as per relevant codes and standards. TMT bars to be supplied by the contractor shall conform to IS – 1786 (Latest edition) and BARC specification.
Notes: 1) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers or approved equivalent meeting the technical specifications as per relevant codes and standards and also testing third party from approved laboratories without any extra cost. 2) Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 3) Cover blocks shall be of same grade of concrete. | 0.8 | MT | - | - |
| 6Providing centering, shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc. and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels. | |||||
| 6.1 | For Sub Structure | 20 | SqM | - | - |
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