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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 CrAccepted-AOC 43 TRIDEEP BUNGLOW MIDDLE CLASS HSG SOC NEXT TO ARYAN SCHOOL GROUND PALGHAR MAHARASHTRA | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | ₹5.7 Cr | L1 | Accepted-AOC Work Order Awarded to L1 bidder i.e. Ms Dipak S Pimple Engineers and Contractors. |
| 2 | Rejected-Technical C108 BAJAJ STEEL INDUSTRIES LIMITED MIDC INDUSTRIAL AREA HINGNA NAGPUR NAGPUR MAHARASHTRA 440028 | 440028 | - | - | Rejected-Technical The bidder is not meeting the P.Q. criteria as per clause no. 1.3.6 of NIT, 2.1 of NIT, 2.3 of NIT, 12.1 of NIT,12.1 of SL no.4 of NIT and 12.1 of SL no.13 of NIT, hence Bidder is Technically Disqualified. |
| 3 | Rejected-Technical 113 114 SHUBHLAXMI SHOPPING CENTER SECTOR 9 VASANT NAGARI THANE MAHARASHTRA 401208 INDIA | PALGHAR | MAHARASHTRA | 401208 | - | - | Rejected-Technical The bidder is not submitted Net worth certificate as per Appendix-11. Hence, it is not meeting PQ criteria as per clause no. 2.3 of NIT. Hence Bidder is Technically Disqualified. |
| 4 | Rejected-Technical 9 206 UDAY SINGH JAIN ROAD ALIGARH 202001 | ALIGARH | UTTAR PRADESH | 202001 | - | - | Rejected-Technical The bidder is not meeting the P.Q. criteria as per clause no. 1.3.6 of NIT, 2.5.1 of NIT. Hence Bidder is Technically Disqualified. |
| Sl No | Description | Qty | Unit | DIPAK S PIMPLE ENGINEERS AND CONTRACTORS L1 |
|---|---|---|---|---|
| 1.00Excavation and soling | ||||
| 1.01 | Earth work excavation by manual/mechanical 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 or main plant boundary as applicable all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge (a) From 0.00 to 1.50 m depth from Average Ground Level. | 3,490 | Cu.m | 92 ₹3,21,080 Lowest |
| 1.02 | Extra over initial depth for every additional Depth of 1.50 m or part thereof | 2,000 | Cu.m | 36 ₹72,000 Lowest |
| 1.03 | Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. | 1,750 | Cu.m | 68 ₹1,19,000 Lowest |
| 1.04 | Murum filling under floors of specified thickness in layers of not more than 150 mm thickness including supplying required materials and consolidation etc. complete (Murrum to be brought by contractor)
Note : a) The contractor’s quoted rate 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, b) Only compacted volume will be measured and paid. | 330 | Cu.m | 159 ₹52,470 Lowest |
| 1.05 | Supplying, stacking and laying of 230 mm thick rubble soling stones With outside material 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
230mm With outside material
Note: 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. | 5,960 | Sqm | 544 ₹32,42,240 Lowest |
| 1.06 | Supplying, Stacking and Laying of 150 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
150mm With outside material
Note: 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. | 6,280 | Sqm | 367 ₹23,04,760 Lowest |
| 2.00RCC Works | ||||
| 2.01 | 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 G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Using materials produced by the own plants or dealers and suppliers of SAIL , RINL (Vizag Steel) and TATA only using virgin materials. | 90 | MT | 88,552 ₹79,69,680 Lowest |
| 2.02 | Providing and laying in position reinforced cement concrete of M-15 , stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering Complete upto plinth level | 210 | Cu.m | 5,658 ₹11,88,180 Lowest |
Tender Value
₹7.4 Cr
EMD Value
₹14.8 L
Closing Date
7 Aug 2025, 5:00 pmClosed
Chief Superintendent, TAPS-3and4
NPCIL, TMS,Tarapur, PO_TAPP, Boisar _WR_, Dist. Palghar, Maharashtra_401 504
Construction of 2 nos. of Warehouses for upcoming EMCCR, Area development of surrounding for open storage, Concrete Roads and Fixing handrails at roofs of various main plant building of TAPS-3and4, NPCIL-Tarapur Maharashtra site.
2025_NPCIL_241466_1
TMS / CMM-WORKS / CIVIL-3and4 / 2025 / 2561
Open Tender
Civil Works
Item Rate
365 days
Works
As per NIT
4 documents required · 4 mandatory
₹0
₹14.8 L
6 Mar 2026
17 Jul 2025
11 Aug 2025
17 Jul 2025
7 Aug 2025
29 Jul 2025
17 Jul 2025 - 24 Jul 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation and soling | |||||
| 1.01 | Earth work excavation by manual/mechanical 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 or main plant boundary as applicable all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge (a) From 0.00 to 1.50 m depth from Average Ground Level. | 3,490 | Cu.m | - | - |
| 1.02 | Extra over initial depth for every additional Depth of 1.50 m or part thereof | 2,000 | Cu.m | - | - |
| 1.03 | Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. | 1,750 | Cu.m | - | - |
| 1.04 | Murum filling under floors of specified thickness in layers of not more than 150 mm thickness including supplying required materials and consolidation etc. complete (Murrum to be brought by contractor)
Note : a) The contractor’s quoted rate 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, b) Only compacted volume will be measured and paid. | 330 | Cu.m | - | - |
| 1.05 | Supplying, stacking and laying of 230 mm thick rubble soling stones With outside material 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
230mm With outside material
Note: 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. | 5,960 | Sqm | - | - |
| 1.06 | Supplying, Stacking and Laying of 150 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
150mm With outside material
Note: 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. | 6,280 | Sqm | - | - |
| 2RCC Works | |||||
| 2.01 | 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 G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Using materials produced by the own plants or dealers and suppliers of SAIL , RINL (Vizag Steel) and TATA only using virgin materials. | 90 | MT | - | - |
| 2.02 | Providing and laying in position reinforced cement concrete of M-15 , stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering Complete upto plinth level | 210 | Cu.m | - | - |
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