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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical 233 PLATINUM PLAZA OPP IOCL PUMP NR JUDGES BUNGLOW CROSS ROAD BODAKDEV AHMEDABAD GUJARAT 380054 | AHMADABAD | GUJARAT | 380054 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical NO 91 GROUND FLOOR 3RD CROSS ROAD OPPOSITE VASAVI KANNIKA PARAMESHWARI TEMPLE BENGALURU BENGALURU 560021 KARNATAKA INDIA | BENGALURU | BENGALURU | KARNATAKA | 560021 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical 2 E FRONT BLOCK 283 OLD NO 188 B P H ROAD KILPAUK CHENNAI 600010 | CHENNAI | TAMIL NADU | 600010 | Admitted-Fee/PreQual/Technical |
Tender Value
₹31.1 Cr
EMD Value
₹41.1 L
Closing Date
24 Aug 2026, 2:00 pmClosed
Chief Engineer and DCE (CED, PD and EP)
Chief Engineer and DCE (CED, PD and EP) Sarathi building Nuclear Fuel Complex Hyderabad
Feed Preparation, Storage Buildings Washing Platform Civil, Structural steel, PH and electrical works for construction of New Feed Preparation Building, New Oxide and DP storage Building, Solid Effluent Storage Shed, Hardware washing platform at Z
2026_NFC_919895_1
C/1448/2026
Open Tender
Civil Works
Item Rate
730 days
NFC, Pazhayakayal
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹41.1 L
25 Aug 2026
31 Jul 2026
25 Aug 2026
31 Jul 2026
24 Aug 2026
8 Aug 2026
31 Jul 2026 - 7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1EARTH WORK : | |||||
| 1.01 | Felling down carefully trees of all girth above 300mm (measured at a height of 1.0m above ground level) including necessary excavation, removal / destruction of roots, filling the excavated pockets thus formed with good earth, compacting the same, cutting the trunks and branches of trees into suitable pieces, transporting, stacking and disposing the same at the location within ZC for all leads as directed by Engineer – in – Charge. | 10 | Each | - | - |
| 1.02 | Earthwork in excavation by mechanical means (Hydraulic excavator)/ manual means for over Areas, foundations, trenches, drains etc. upto required depths in all kinds of Soils except Soft and Hard Rock in both dry and wet conditions, dewatering if necessary, dressing the bottom and sides to required levels, profiles, slopes, etc., disposing the surplus earth/spoils within a lead of 50m , levelling the areas including clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc., complete all as directed and specified. | - | - | - | - |
| 1.021 | a) Upto 1.50 m depth from average ground level. | 6,950 | Cum | - | - |
| 1.022 | b) Above 1.50 m to 3.00 m depth from average ground level. | 4,510 | Cum | - | - |
| 1.023 | c) Above 3.00 m to 5.00 m depth from average ground level. | 230 | Cum | - | - |
| 1.03 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means for over areas, foundations, trenches, drains etc. in ordinary rock/granular sub base (GSB)/water mix macadam(WMM)/water bound macadam(WBM) upto the depths specified below including dewatering if necessary, dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a distance of 50 m etc.,including clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc complete as directed by Engineer-incharge. | - | - | - | - |
| 1.031 | a) Upto 1.50 m depth from average ground level. | 695 | Cum | - | - |
| 1.032 | b) Above 1.50 m to 3.00 m depth from average ground level. | 451 | Cum | - | - |
| 1.033 | c) Above 3.00 m to 4.50 m depth from average ground level. | 23 | Cum | - | - |
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05spec5.pdf
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6_CementGodownSketch.pdf
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7_SafetyAccessNFC.pdf
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