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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance 201 202 A WING RAMESHRAMJIV BLDG BHAUSAHEB PALGHAR DANDEKAR MARG DIST PALGHAR 401 404 | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical 43 TRIDEEP BUNGLOW MIDDLE CLASS HSG SOC NEXT TO ARYAN SCHOOL GROUND PALGHAR MAHARASHTRA | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | - | - | Rejected-Technical Not Qualified as per NIT criteria |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Qualified as per NIT criteria |
| Sl No | Description | Qty | Unit | M/S DATTATRAY CONSTRUCTION L2 | M/s.Bhushan J Pawade L3 | STERLING ENGINEERING AND CONSTRUCTIONS LLP 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 3km all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. | ||||||
| 1.10 | From 0.00 to 1.50 m depth from average ground level | 2,065 | Cu.m | 125 ₹2,58,125 Lowest | 225 ₹4,64,625 | 179 ₹3,69,635 |
| 2.00 | Labour charges for murum filling under floors of specified thickness in layers of not exceeding 150 mm thickness including consolidation etc. complete (using murrum available at BARC campus with a lead of up to 4 Km)
Note: a) Only compacted volume will be measured and paid,
b) Selected / approved excavated stuff stored within the DAE premises shall be issued free of cost to the contractor for filling purposes. | 486 | Cu.m | 255 ₹1,23,930 | 225 ₹1,09,350 | 150 ₹72,900 Lowest |
| 3.00Supplying, 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 Note : a) The contractor’s quoted rate for approved rubble brought from outside shall include the royalty as per the prevailing Government rates. Any increase in prevailing rate of Royalty shall be borne by the Contractor at no extra cost to the Owner. | ||||||
| 3.10 | 230mm With outside material | 1,621 | Sq.m | 555 ₹8,99,655 | 510 ₹8,26,710 | 495 ₹8,02,395 Lowest |
| 4.00 | Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels | 135 | Cu.m | 5,450 ₹7,35,750 Lowest | 7,100 ₹9,58,500 | 5,700 ₹7,69,500 |
| 5.00 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-20 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticisers / super plasticisers), 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 up to Plinth Level. | 99 | Cu.m | 5,950 ₹5,89,050 Lowest | 7,500 ₹7,42,500 | 6,593.01 ₹6,52,707.99 |
| 6.00Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and 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 and as directed by the Engineer-in-charge. Note: (1) Form work & reinforcement steel shall be measured and paid for separately under relevant item. | ||||||
| 6.10 | Up to plinth level | 147 | Cu.m | 6,350 ₹9,33,450 Lowest | 7,800 ₹11,46,600 | 7,000 ₹10,29,000 |
| 6.20 | Above plinth level - upto 40m from Ground Level | 39 | Cu.m | 6,650 ₹2,59,350 Lowest | 7,900 ₹3,08,100 | 7,300 ₹2,84,700 |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
26 Feb 2026, 3:00 pmClosed
PM,INRPO
NRB,Tarapur
Construction of new shed above existing battery abcd
2026_NRB_897952_1
BARC/NRB/INRPO/SWMF57/2026/388
Open Tender
Civil Works
Works
365 days
BARC Tarapur
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹3.8 L
21 Aug 2026
11 Feb 2026
27 Feb 2026
11 Feb 2026
26 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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 3km all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. | |||||
| 1.1 | From 0.00 to 1.50 m depth from average ground level | 2,065 | Cu.m | - | - |
| 2 | Labour charges for murum filling under floors of specified thickness in layers of not exceeding 150 mm thickness including consolidation etc. complete (using murrum available at BARC campus with a lead of up to 4 Km)
Note: a) Only compacted volume will be measured and paid,
b) Selected / approved excavated stuff stored within the DAE premises shall be issued free of cost to the contractor for filling purposes. | 486 | Cu.m | - | - |
| 3Supplying, 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 Note : a) The contractor’s quoted rate for approved rubble brought from outside shall include the royalty as per the prevailing Government rates. Any increase in prevailing rate of Royalty shall be borne by the Contractor at no extra cost to the Owner. | |||||
| 3.1 | 230mm With outside material | 1,621 | Sq.m | - | - |
| 4 | Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels | 135 | Cu.m | - | - |
| 5 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-20 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticisers / super plasticisers), 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 up to Plinth Level. | 99 | Cu.m | - | - |
| 6Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and 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 and as directed by the Engineer-in-charge. Note: (1) Form work & reinforcement steel shall be measured and paid for separately under relevant item. | |||||
| 6.1 | Up to plinth level | 147 | Cu.m | - | - |
| 6.2 | Above plinth level - upto 40m from Ground Level | 39 | Cu.m | - | - |
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