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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.5 CrAdmitted-Finance 43 TRIDEEP BUNGLOW MIDDLE CLASS HSG SOC NEXT TO ARYAN SCHOOL GROUND PALGHAR MAHARASHTRA | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | ₹1.5 Cr | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | IDEAL CONSTRUCTION CO. L2 | PRANSHU ENGINEERS AND CONTRACTORS PRIVATE LIMITED L1 | DIPAK S PIMPLE ENGINEERS AND CONTRACTORS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Demolishing Stone rubble masonry (In cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge | 1,058 | Cu.m | 580 ₹6,13,640 | 450 ₹4,76,100 | 410 ₹4,33,780 Lowest |
| 2.00 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable materials and disposal of unserviceable materials within 200 m lead | 1,305 | Sq.m | 120 ₹1,56,600 | 90 ₹1,17,450 | 35 ₹45,675 Lowest |
| 3.00 | Dismantling of RCC works carefully manually without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge | 64 | Cu.m | 1,300 ₹83,200 | 770 ₹49,280 Lowest | 2,900 ₹1,85,600 |
| 4.00 | Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-incharge | 11 | Cu.m | 700 ₹7,700 | 475 ₹5,225 Lowest | 1,400 ₹15,400 |
| 5.00 | Dismantling steel work in single sections including dismantling and stacking within 100 m lead In R.S Joists, Angles etc. | 1.56 | MT | 7,000 ₹10,913 | 4,000 ₹6,236 Lowest | 14,000 ₹21,826 |
| 6.00 | Dismantling barbed wire / flexible wire rope in fencing including making rolls and stacking within 100 m lead | 435 | Kg | 16 ₹6,960 | 12 ₹5,220 Lowest | 25 ₹10,875 |
| 7.00 | Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. Debris up to 1 km | 1,185 | Cu.m | 180 ₹2,13,300 | 125 ₹1,48,125 Lowest | 150 ₹1,77,750 |
| 8.00Earth 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 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. | ||||||
| 8.01 | From 0.00 to 1.50 m depth from average ground level | 743 | Cu.m | 150 ₹1,11,450 | 140 ₹1,04,020 | 130 ₹96,590 Lowest |
| 8.02 | Extra over initial depth for every additional Depth of 1.50 m or part thereof | 259 | Cu.m | 175 ₹45,325 | 150 ₹38,850 | 40 ₹10,360 Lowest |
Tender Value
₹1.9 L
EMD Value
₹3.8 L
Closing Date
7 Feb 2026, 3:00 pmClosed
PM,INRPO
NRB,Tarapur
Reconstruction of RR masonry boundary wall at SWMF, NRB,BARC,Tarapur
2026_NRB_894310_1
BARCT/NRB/INRPO/SWMF56
Open Tender
Civil Works
Works
540 days
NRB, Tarapur
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹3.8 L
24 Aug 2026
19 Jan 2026
9 Feb 2026
19 Jan 2026
7 Feb 2026
24 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing Stone rubble masonry (In cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge | 1,058 | Cu.m | - | - |
| 2 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable materials and disposal of unserviceable materials within 200 m lead | 1,305 | Sq.m | - | - |
| 3 | Dismantling of RCC works carefully manually without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge | 64 | Cu.m | - | - |
| 4 | Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-incharge | 11 | Cu.m | - | - |
| 5 | Dismantling steel work in single sections including dismantling and stacking within 100 m lead In R.S Joists, Angles etc. | 1 | MT | - | - |
| 6 | Dismantling barbed wire / flexible wire rope in fencing including making rolls and stacking within 100 m lead | 435 | Kg | - | - |
| 7 | Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. Debris up to 1 km | 1,185 | Cu.m | - | - |
| 8Earth 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 vegetation, grass, etc. complete and as directed by the Engineer-in-charge. | |||||
| 8.01 | From 0.00 to 1.50 m depth from average ground level | 743 | Cu.m | - | - |
| 8.02 | Extra over initial depth for every additional Depth of 1.50 m or part thereof | 259 | Cu.m | - | - |
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