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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 CrAdmitted-Finance OPP HIGHWAY SERVICE PETROL PUMP MHOW ROAD NEEMUCH M P | NEEMUCH | NEEMUCH | MADHYA PRADESH | L1 | Admitted-Finance | |
| 2 | L2₹12.4 Cr+₹93.4 L (8.14%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | S K TOTLA INFRA CONSTRUCTION PRIVATE LIMITED L1 | SANJEEV BROTHERS L2 |
|---|---|---|---|---|---|
| 1.00Earth Work | |||||
| 1.10Earth work in over areas by mechanical means (Hydraulic excavator) / manual means/controlled blasting to required profile, level, grade, camber, etc in all soils/strata as mentioned below upto all depths as per drawing and as directed, 1.5 m in width as well as 10 sqm in plan area including dressing of excavated sides and ramming of bottoms and disposal / stacking of excavated materials within a lead of 150m and all inferent lifts and filling in layers not exceeding 200mm, watering, consolidation etc. complete all as per specifications, drawing and as directed by Engineer-in-charge | |||||
| 1.11 | Soft rock | 50 | Cum | 100 ₹5,000 | 14 ₹700 Lowest |
| 1.12 | Hard rock ( by chiselling or wedging or rock hammer and cutter or hydraulic splitter or by using machine such as poclain with jack hammer or controlled blasting or by approved chemical method as directed by EIC) | 15,262 | Cum | 450 ₹68,67,900 Lowest | 505 ₹77,07,310 |
| 1.20Earth work excavation in foundation pits, trenches etc in hard rock by chiselling or by using machine such as Poclain with Jack hammer etc. upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 150mm. thick, watering, consolidation to the satisfaction of Engr-in charge and disposing of the surplus earth within a lead of 150m etc. all complete as per specifications, drawings and as directed by the Engineer-in-charge. Upto 1.5 m from ground level | |||||
| 1.21From GL Upto 1.5 Mtrs below | |||||
| 1.21 | Soft rock | 50 | Cum | 100 ₹5,000 | 14 ₹700 Lowest |
| 1.21 | Hard rock ( by chiselling or wedging or rock hammer and cutter or hydraulic splitter or controlled blasting/by using machine/ such as poclain with jack hammer or controlled blasting or by approved chemical method as directed by EIC) | 2,340 | Cum | 450 ₹10,53,000 Lowest | 505 ₹11,81,700 |
| 1.22Below 1.5 Mtrs to 3.00 Mtrs | |||||
| 1.22 | Soft rock | 50 | Cum | 100 ₹5,000 | 14 ₹700 Lowest |
Tender Value
₹12.9 Cr
EMD Value
₹22.9 L
Closing Date
31 May 2022, 2:00 pmClosed
Dy Chief Execttive, CED, PD and EP
Nuclear Fuel Complex, ECIL PO, Hyderabad
STORAGE SHEDS CIVIL, PEB, STRUCTURAL STEEL , PH and OTHER ALLIED WORKS FOR CONSTRUCTION OF STORAGE SHEDS AT NFC KOTA
2022_NFC_688120_1
C/1269/2022
Open Tender
Civil Works
Works
365 days
Rawatbhata
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹22.9 L
28 Jul 2022
10 May 2022
1 Jun 2022
10 May 2022
31 May 2022
23 May 2022
10 May 2022 - 16 May 2022
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth Work | |||||
| 0.0 | Earth work in over areas by mechanical means (Hydraulic excavator) / manual means/controlled blasting to required profile, level, grade, camber, etc in all soils/strata as mentioned below upto all depths as per drawing and as directed, 1.5 m in width as well as 10 sqm in plan area including dressing of excavated sides and ramming of bottoms and disposal / stacking of excavated materials within a lead of 150m and all inferent lifts and filling in layers not exceeding 200mm, watering, consolidation etc. complete all as per specifications, drawing and as directed by Engineer-in-charge | - | - | - | - |
| 1.11 | Soft rock | 50 | Cum | - | - |
| 1.12 | Hard rock ( by chiselling or wedging or rock hammer and cutter or hydraulic splitter or by using machine such as poclain with jack hammer or controlled blasting or by approved chemical method as directed by EIC) | 15,262 | Cum | - | - |
| 0.9 | Earth work excavation in foundation pits, trenches etc in hard rock by chiselling or by using machine such as Poclain with Jack hammer etc. upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 150mm. thick, watering, consolidation to the satisfaction of Engr-in charge and disposing of the surplus earth within a lead of 150m etc. all complete as per specifications, drawings and as directed by the Engineer-in-charge. Upto 1.5 m from ground level | - | - | - | - |
| 1.21 | From GL Upto 1.5 Mtrs below | - | - | - | - |
| 0.000 | Soft rock | 50 | Cum | - | - |
| 0.999 | Hard rock ( by chiselling or wedging or rock hammer and cutter or hydraulic splitter or controlled blasting/by using machine/ such as poclain with jack hammer or controlled blasting or by approved chemical method as directed by EIC) | - | Cum | - | - |
| 1.22 | Below 1.5 Mtrs to 3.00 Mtrs | - | - | - | - |
| 0.000 | Soft rock | 50 | Cum | - | - |
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