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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 CrAdmitted-Finance 201 202 A WING RAMESHRAMJIV BLDG BHAUSAHEB PALGHAR DANDEKAR MARG DIST PALGHAR 401 404 | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | ₹18.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹21.2 Cr+₹2.9 Cr (15.8%)Admitted-Finance 43 TRIDEEP BUNGLOW MIDDLE CLASS HSG SOC NEXT TO ARYAN SCHOOL GROUND PALGHAR MAHARASHTRA | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | ₹21.2 Cr+₹2.9 Cr (15.8%) | L2 | Admitted-Finance |
| 3 | L3₹25.3 Cr+₹7.1 Cr (38.7%)Admitted-Finance | ₹25.3 Cr+₹7.1 Cr (38.7%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical In absence of client issued clarification regarding mismatch in aforesaid documents, the submitted work is not considered for evaluation as per Clause No. 1.3.5.1 of PQ Criteria of Part-1 of NIT. Hence, the bidder is Technically disqualified. |
| 5 | Rejected-Technical | - | - | Rejected-Technical In absence of client issued clarification regarding mismatch in aforesaid documents, the submitted work is not considered for evaluation as per Clause No. 1.3.5.1 of PQ Criteria of Part-1 of NIT. Hence, the bidder is Technically disqualified. |
| Sl No | Description | Qty | Unit | DATTATRAY CONSTRUCTION L3 | Sterling Engineering & Constructions LLP L1 | DIPAK S PIMPLE ENGINEERS AND CONTRACTORS L2 |
|---|---|---|---|---|---|---|
| 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) including lifting and disposing the surplus earth within a distance of 3 km , all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. | ||||||
| 1.01 | From 0.00 to 1.50 m depth from average ground level | 4,670 | Cu.m | 275 ₹12,84,250 | 128.5 ₹6,00,095 Lowest | 130 ₹6,07,100 |
| 1.02 | From 1.50 to 3.00 m depth from average ground level | 2,860 | Cu.m | 305 ₹8,72,300 | 128.5 ₹3,67,510 Lowest | 151 ₹4,31,860 |
| 1.03 | From 3.00 to 4.50 m depth from average ground level | 480 | Cu.m | 355 ₹1,70,400 | 157.06 ₹75,388.8 Lowest | 159 ₹76,320 |
| 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, including lifting and disposal of surplus excavated material within a lead of 3 km and all lifts , complete as per specifications and as directed by the Engineer-in-charge. | ||||||
| 2.01 | From 1.50 to 3.00 m depth from average ground level | 720 | Cu.m | 475 ₹3,42,000 | 168.48 ₹1,21,305.6 | 157 ₹1,13,040 Lowest |
| 2.02 | From 3.00 to 4.50 m depth from average ground level | 480 | Cu.m | 525 ₹2,52,000 | 197.04 ₹94,579.2 | 173 ₹83,040 Lowest |
| 3.00 | Earth work excavation in Hard Rock (Without Blasting) by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and lifting and / or stacking and / or disposing within a distance of 3km Complete all as per specifications and as directed by the Engineer-in-Charge.
From 3.00 to 4.50 m depth from average ground level | 480 | Cu.m | 1,050 ₹5,04,000 | 496.87 ₹2,38,497.6 | 417 ₹2,00,160 Lowest |
| 4.00 | Providing and laying in position PLUM Concrete with 70 % cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) and 30 % 150 to 230 mm size soling stones spreading uniformly as per directions of the Engineer-in-Charge including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering complete at all levels | 230 | Cu.m | 6,500 ₹14,95,000 | 4,790.48 ₹11,01,810.4 | 4,495 ₹10,33,850 Lowest |
| 5.00 | 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. | 5,390 | Cu.m | 655 ₹35,30,450 | 121.36 ₹6,54,130.4 Lowest | 144 ₹7,76,160 |
Tender Value
₹24.4 Cr
EMD Value
₹24.3 L
Closing Date
19 Mar 2026, 5:00 pmClosed
Station Director, TAPS-3and4
NPCIL, TMS, Tarapur, PO_TAPP, Boisar _WR_, Dist_Palghar, Maharashtra_401 504.
Construction of Heavy Concrete vaults for storage of Radioactive Waste during EMCCR and EMFR of TAPS-3and4 at SWMF-BARC-TARAPUR.
2026_NPCIL_268478_1
TMS / CMM-WORKS / CIVIL-3and4 / 2026 / 2575
Open Tender
Civil Works - Buildings
Item Rate
453 days
Works
As per NIT
4 documents required · 4 mandatory
₹0
₹24.3 L
CMM-Work office, TMS
9 Sept 2026
26 Feb 2026
23 Mar 2026
26 Feb 2026
19 Mar 2026
12 Mar 2026
26 Feb 2026 - 6 Mar 2026
7 Mar 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) including lifting and disposing the surplus earth within a distance of 3 km , all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. | |||||
| 1.01 | From 0.00 to 1.50 m depth from average ground level | 4,670 | Cu.m | - | - |
| 1.02 | From 1.50 to 3.00 m depth from average ground level | 2,860 | Cu.m | - | - |
| 1.03 | From 3.00 to 4.50 m depth from average ground level | 480 | Cu.m | - | - |
| 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, including lifting and disposal of surplus excavated material within a lead of 3 km and all lifts , complete as per specifications and as directed by the Engineer-in-charge. | |||||
| 2.01 | From 1.50 to 3.00 m depth from average ground level | 720 | Cu.m | - | - |
| 2.02 | From 3.00 to 4.50 m depth from average ground level | 480 | Cu.m | - | - |
| 3 | Earth work excavation in Hard Rock (Without Blasting) by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and lifting and / or stacking and / or disposing within a distance of 3km Complete all as per specifications and as directed by the Engineer-in-Charge.
From 3.00 to 4.50 m depth from average ground level | 480 | Cu.m | - | - |
| 4 | Providing and laying in position PLUM Concrete with 70 % cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) and 30 % 150 to 230 mm size soling stones spreading uniformly as per directions of the Engineer-in-Charge including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering complete at all levels | 230 | Cu.m | - | - |
| 5 | 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. | 5,390 | Cu.m | - | - |
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