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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹17.5 CrAccepted-AOC FLAT NO 1202 BUILDING MYSTIC MERIDIAN SECTOR 27 NEAR PRESENTATION SCHOOL NERUL NAVI MUMBAI 400706 | NAVI MUMBAI | THANE | MAHARASHTRA | 400706 | ₹17.5 Cr | L-1 | Accepted-AOC Being L-1 |
| 2 | L-2₹17.7 Cr+₹16.9 L (0.97%)Rejected-Finance 43 TRIDEEP BUNGLOW MIDDLE CLASS HSG SOC NEXT TO ARYAN SCHOOL GROUND PALGHAR MAHARASHTRA | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | ₹17.7 Cr+₹16.9 L (0.97%) | L-2 | Rejected-Finance Being L-2 |
| Sl No | Description | Qty | Unit | A B Swamy and Associates L1 | DIPAK S PIMPLE ENGINEERS AND CONTRACTORS L2 |
|---|---|---|---|---|---|
| 1.00Civil Works:- SECTION A : EARTHWORK Earth work excavation in all kinds of soils excluding soft & hard rock by mechanical means (Hydraulic excavator) / manual means Over areas (exceeding 30 cm in depth, 1.50 m in width as well as 10 Sq.M on Plan area) including shoring and dewatering if required, stacking, refilling sides of the foundation with selected earth in layer not more than 500mm thick, each layer well rammed and consolidated including disposal of excavated earth within a lead of 200 m. Disposed earth to be levelled and dressed neatly all as per specifications and as directed by the Engineer-in-charge. | |||||
| 1.01 | From 0.00 to 1.50 m depth from avg. Ground Level | 1,200 | CuM | 550 ₹6,60,000 Lowest | 550 ₹6,60,000 Lowest |
| 1.02 | from 1.50 m to 3.00 m depth from avg. Ground Level | 250 | CuM | 600 ₹1,50,000 Lowest | 650 ₹1,62,500 |
| 1.03 | from 3.00 m to 4.50 m depth from avg. Ground Level | 50 | CuM | 800 ₹40,000 | 750 ₹37,500 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 to 1.50 m depth from avg. Ground Level | 5 | CuM | 800 ₹4,000 Lowest | 850 ₹4,250 |
| 2.02 | from 1.50 m to 3.00 m depth from avg. Ground Level | 5 | CuM | 1,000 ₹5,000 | 900 ₹4,500 Lowest |
| 2.03 | from 3.00 m to 4.50 m depth from avg. Ground Level | 5 | CuM | 1,000 ₹5,000 | 900 ₹4,500 Lowest |
| 3.00 | Supplying and injecting with approved quality meeting all technical standard & relevant IS Code. quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for preconstructional antitermite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500 mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all byeworks complete as per specification / IS 6313:2001 or latest revision and direction of Engineer Incharge (only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work to be executed by approved quality meeting all technical standard & relevant IS Code. agency and specified guarantee for 10 (ten) years shall be furnished by the contractor. | 900 | SqM | 250 ₹2,25,000 Lowest | 250 ₹2,25,000 Lowest |
| 4.00SECTION B : PILING WORKS Forming vertical piles including initial test piles by boring through fill and all kinds of soils including hard murrum with gravel and chiselling through occassional boulders and soft / weathered / hard rock by continuous mud circulation technique and bailer boring / Rotary Drilling method as specified, including conducting Standard Penetration test all as instructed by Engineer In Charge, carting away the bored excavated soil upto a lead of 600 M, fixing reinforcement as per drawing, casting the piles with Specified grade concrete by tremie only, using graded stone aggregates of maximum size 20 mm, ordinary portland cement with a minimum cement content of 400 kg. per cubic metre of concrete and with water cement ratio including the water contained in the aggregates not exceeding 0.40 etc. all as specified. The Rate includes concreting a minimum of 600 mm above specified cut-off levels (actual cutoff may vary depending upon site condition), cutting/breaking of piles from concrete top upto cut-off level specified including cost of all materials, admixtures, (Naphthalene/Melamine based or approved quality meeting all technical standard & relevant IS Code super plasticisers), if used with the prior approval of Engineer-in-Charge. Including transporting, mobilisation, erection, commissioning all necessary plant, equipment, piling / boring rigs or rotary piling equipment and removal of same after completion as required & directed by Engineer-in-Charge, excavation, dewatering by pumps or well points and also for cut-off chipping, forming/ finishing pile top at cut - off level all as required etc. excluding cost of Steel Reinforcement but including cost of boring with bentonite solution and temporary casing for approprite length for setting out and removal of same complete.The rate shall also inclusive of transportation & erection of all type of plants, & tools, labour etc. along with RMC (Ready Mixed Concrete) complete as directed by Engineer-in-Charge. ( Approximate depth of Pile is upto 15 metres) minimum . Note : Payment for reinforcement steel will be paid under separate item. | |||||
Tender Value
₹17.5 Cr
EMD Value
₹30.6 L
Closing Date
4 Feb 2026, 3:00 pmClosed
Chief Engineer
CED, BARC, Trombay, Mumbai
Composite work of construction of RF LINAC test facility building including Civil, Electrical, Mechanical and other allied works at Gamma Field, BARC, Trombay, Mumbai-400085
2025_BARC_891346_1
BARC/CED/ET/74/2025-2026 Dated 24/12/2025
Open Tender
Civil Works
Item Rate
730 days
BARC, Trombay, Mumbai 400085
As per NIT
8 documents required · 8 mandatory
₹0
₹30.6 L
CED, BARC, Trombay, Mumbai
21 May 2026
29 Dec 2025
6 Feb 2026
30 Dec 2025
4 Feb 2026
22 Jan 2026
30 Dec 2025 - 13 Jan 2026
15 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil Works:- SECTION A : EARTHWORK Earth work excavation in all kinds of soils excluding soft & hard rock by mechanical means (Hydraulic excavator) / manual means Over areas (exceeding 30 cm in depth, 1.50 m in width as well as 10 Sq.M on Plan area) including shoring and dewatering if required, stacking, refilling sides of the foundation with selected earth in layer not more than 500mm thick, each layer well rammed and consolidated including disposal of excavated earth within a lead of 200 m. Disposed earth to be levelled and dressed neatly all as per specifications and as directed by the Engineer-in-charge. | |||||
| 1.01 | From 0.00 to 1.50 m depth from avg. Ground Level | 1,200 | CuM | - | - |
| 1.02 | from 1.50 m to 3.00 m depth from avg. Ground Level | 250 | CuM | - | - |
| 1.03 | from 3.00 m to 4.50 m depth from avg. Ground Level | 50 | CuM | - | - |
| 2Earth 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 to 1.50 m depth from avg. Ground Level | 5 | CuM | - | - |
| 2.02 | from 1.50 m to 3.00 m depth from avg. Ground Level | 5 | CuM | - | - |
| 2.03 | from 3.00 m to 4.50 m depth from avg. Ground Level | 5 | CuM | - | - |
| 3 | Supplying and injecting with approved quality meeting all technical standard & relevant IS Code. quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for preconstructional antitermite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500 mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all byeworks complete as per specification / IS 6313:2001 or latest revision and direction of Engineer Incharge (only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work to be executed by approved quality meeting all technical standard & relevant IS Code. agency and specified guarantee for 10 (ten) years shall be furnished by the contractor. | 900 | SqM | - | - |
| 4SECTION B : PILING WORKS Forming vertical piles including initial test piles by boring through fill and all kinds of soils including hard murrum with gravel and chiselling through occassional boulders and soft / weathered / hard rock by continuous mud circulation technique and bailer boring / Rotary Drilling method as specified, including conducting Standard Penetration test all as instructed by Engineer In Charge, carting away the bored excavated soil upto a lead of 600 M, fixing reinforcement as per drawing, casting the piles with Specified grade concrete by tremie only, using graded stone aggregates of maximum size 20 mm, ordinary portland cement with a minimum cement content of 400 kg. per cubic metre of concrete and with water cement ratio including the water contained in the aggregates not exceeding 0.40 etc. all as specified. The Rate includes concreting a minimum of 600 mm above specified cut-off levels (actual cutoff may vary depending upon site condition), cutting/breaking of piles from concrete top upto cut-off level specified including cost of all materials, admixtures, (Naphthalene/Melamine based or approved quality meeting all technical standard & relevant IS Code super plasticisers), if used with the prior approval of Engineer-in-Charge. Including transporting, mobilisation, erection, commissioning all necessary plant, equipment, piling / boring rigs or rotary piling equipment and removal of same after completion as required & directed by Engineer-in-Charge, excavation, dewatering by pumps or well points and also for cut-off chipping, forming/ finishing pile top at cut - off level all as required etc. excluding cost of Steel Reinforcement but including cost of boring with bentonite solution and temporary casing for approprite length for setting out and removal of same complete.The rate shall also inclusive of transportation & erection of all type of plants, & tools, labour etc. along with RMC (Ready Mixed Concrete) complete as directed by Engineer-in-Charge. ( Approximate depth of Pile is upto 15 metres) minimum . Note : Payment for reinforcement steel will be paid under separate item. | |||||
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