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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 CrAdmitted-Finance | ₹5.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.3 CrAdmitted-Finance | ₹5.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹5.6 CrAdmitted-Finance | ₹5.6 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not qualified as per NIT criteria |
| Sl No | Description | Qty | Unit | VIJAY S PIMPLE L3 | M/s. P.N.MORE L2 | M/S DATTATRAY CONSTRUCTION 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 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. | ||||||
| 1.10 | 0.00-1.50M depth from Average Ground Level | 3,121 | Cu. M | 410 ₹12,79,610 | 411 ₹12,82,731 | 355 ₹11,07,955 Lowest |
| 1.20 | 1.50-3.00M depth from Average Ground Level | 96 | Cu. M | 450 ₹43,200 | 435 ₹41,760 Lowest | 450 ₹43,200 |
| 1.30 | 3.00-4.50M depth from Average Ground Level | 96 | Cu. M | 550 ₹52,800 | 550 ₹52,800 | 525 ₹50,400 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. | ||||||
| 2.10 | 1.50-3.00M depth from Average Ground Level | 13 | Cu. M | 865 ₹11,245 | 915 ₹11,895 | 855 ₹11,115 Lowest |
| 2.20 | 3.00-4.50M depth from Average Ground Level | 10 | Cu. M | 1,105 ₹11,050 | 1,005 ₹10,050 | 995 ₹9,950 Lowest |
| 3.00Earth work excavation in foundation in Hard Rock by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides,ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc.complete all as per specifications and as directed by the Engineer-in-Charge. | ||||||
| 3.10 | 3.00-4.50M depth from Average Ground Level | 13 | Cu. M | 1,435 ₹18,655 | 1,398 ₹18,174 Lowest | 1,505 ₹19,565 |
| 4.00Lead charges for Lead exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc.as directed by engineer in cherge | ||||||
Tender Value
₹5.0 Cr
EMD Value
₹9.9 L
Closing Date
13 Jun 2026, 3:00 pmClosed
Director,GSO
NRB,Tarapur
Construction of civil structure of Dyke and RCC pad with allied civil works
2026_NRB_910574_1
BARCT/NRB/INRPO/SWMF59/2026/58
Open Tender
Civil Works
Works
12 days
NRB, Tarapur
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹9.9 L
21 Aug 2026
1 Jun 2026
15 Jun 2026
1 Jun 2026
13 Jun 2026
6 Jun 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 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. | |||||
| 1.1 | 0.00-1.50M depth from Average Ground Level | 3,121 | Cu. M | - | - |
| 1.2 | 1.50-3.00M depth from Average Ground Level | 96 | Cu. M | - | - |
| 1.3 | 3.00-4.50M depth from Average Ground Level | 96 | 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, 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. | |||||
| 2.1 | 1.50-3.00M depth from Average Ground Level | 13 | Cu. M | - | - |
| 2.2 | 3.00-4.50M depth from Average Ground Level | 10 | Cu. M | - | - |
| 3Earth work excavation in foundation in Hard Rock by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides,ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc.complete all as per specifications and as directed by the Engineer-in-Charge. | |||||
| 3.1 | 3.00-4.50M depth from Average Ground Level | 13 | Cu. M | - | - |
| 4Lead charges for Lead exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc.as directed by engineer in cherge | |||||
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