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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical 4 91 C BYPASS ROAD PUDUKOTTAI THOOTHUKUDI 628 103 | THOOTHUKUDI | THOOTHUKUDI | TAMIL NADU | 628103 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical 34 MOTHERLAND BUILDERS SETHUPATHAI ROAD SUNDARAVELPURAM TUTICORIN THOOTHUKUDI TAMIL NADU 628002 | TUTICORIN | TAMIL NADU | 628002 | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical TUTICORIN | TUTICORIN | TAMIL NADU | 626202 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical KARNATAKA | RAICHUR | KARNATAKA | 584123 | Admitted-Fee/PreQual/Technical |
Tender Value
₹3.1 Cr
EMD Value
₹6.1 L
Closing Date
21 Sept 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer and DCE (CED, PD and EP)
Chief Engineer and DCE (CED, PD and EP), Civil Engineering Division, Nuclear Fuel Complex, Hyderabad-500062
Revamping of hardware storage area in Zirconium Complex, Pazhayakayal, Tuticorin 628 152 .
2026_NFC_925033_1
C/1451/2026
Open Tender
Civil Works
Item Rate
240 days
NFC, Pazhayakayal
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹6.1 L
22 Sept 2026
7 Sept 2026
22 Sept 2026
7 Sept 2026
21 Sept 2026
10 Sept 2026
7 Sept 2026 - 9 Sept 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. | 5 | Each | - | - |
| 1.02 | Earthwork in excavation by mechanical means (Hydraulic excavator)/ manual means for over Areas, foundations, trenches, drains etc. upto all 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. | 650 | Cum | - | - |
| 1.03 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge | 3,500 | Sqm | - | - |
| 1.04 | Close timbering in foundations and trenches including strutting, shoring and packing cavities (wherever required) (Measurements to be taken of the face area timbered) for all depths, complete as directed by EIC. | 150 | Sqm | - | - |
| 1.05 | Supplying and filling of good quality moorum (including royalty) brought from outside for any and all leads by mechanical transport including ramming, watering, compacting of the earth in layers not exceeding 20 cm in top/bottom/sides of foundation, trenches, plinth, floor, road formation, etc. complete for all leads and lifts as available from approved source of query. | 350 | Cum | - | - |
| 1.06 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead within ZC for all lifts complete as specified and directed by EIC | 700 | Cum | - | - |
| 1.07 | Lead charges within ZC premises for additional lead over the initial lead by mechanical transport, including loading, unloading, stacking, the disposable soil, rock, debris, other unserviceable materials etc.,
Note: Measurement of lead charges will be based on truck measurement with a deduction of voids @20% and 50% for soils and rock or debris respectively. | 500 | Cum | - | - |
| 2CONCRETE (PLAIN AND REINFORCED) : | |||||
| 2.01 | Plain Cement Concrete (P.C.C) 1:3:6 by insitu mixing using Weigh Batching or RMC of Grade M-10 using Portland Slag Cement conforming to IS 455 (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 20mm maximum size at all depths/heights below/above plinth level including consolidation, finishing smooth/broom finish as applicable, curing, etc., but excluding Formwork, complete as specified and directed. | 550 | Cum | - | - |
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