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NTID 42676826
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💬 Talk to Our Bidding ExpertCorrigendum Sstp Load Center in Hyderabad-T - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Sstp Load Center" in Hyderabad-T, India.
Nuclear Fuel Complex
Hyderabad-T, Telangana, India
NTID 42676826
- Opening Date : Sat 6th December, 2025
- Closing Date : Fri 5th December, 2025
- ₹ 19500000.00
- NTID 42676826
Key Values: Document Cost: 0.00 | EMD: 390000.00 | Estimated Cost: 19500000.00
Tender Description
Corrigendum : Sstp Load Center Modification Civil, Structural Steel, Building Electrical And Other Auxiliary Works For Modification Of Existing Sstp Load Center At Nfc, Hyderabad.
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
390000.00 -
Document Cost
Refer Documents -
Estimated Cost
19500000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Tender dates extension | Date |
| 2 | Extension of tender dates | Date |
| 3 | Correction in Bidding Capacity | Technical Bid |
BOQ Items Total Items : 188 | Total Qty : 37739.7
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Notes :- 1) Bidder shall provide hard barricading as per given specification without any extra cost. Providing & erecting high temporary barricading at site made of min 40X40X6mm angle iron or 50X50X3mm hollow MS tube posts/ horizontal members/bracings covered with 1.63 mm thick MM sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding/riveting. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawings /directions of EIC which includes writing & painting, glow lamps, reflective signs as directed by EIC. The barricading provided shall be retained in position at site continuously including shifting of barricading as many times as required during the execution of the entire work. The barricading provided shall remain to be the property of the contractor on the completion of work. 2.) All safety & security regulations shall be followed strictly as per specifications & conditions of contract. 3.) Contractor has to make his own arrangements for regulating the work by providing sign boards for Diversion, Men at Work. Danger, Work in progress, Diversions/ Change of Directions etc. at his own cost during exectutuion of work as directed by the Department. 4) Removal of vegetation, grass shall be part of the earthwork and no extra payment will be made for the same. 5) Rolling of earthwork wherever required shall be carried out using 8 tone vibratory roller or as directed by EIC at no extra cost. 6) In structural steel work, bolts and welding will not be measured for the payment and shall be included in the quoted rate. Only, the weight of steel sections used as per relavant IS codes shall be considered for payment. Wastage will not be measured. 7) Proctor Density Test and Field Dry Density Test shall be carried out for flooring and road works for subgrade and GSB at no extra cost. Contractor shall ensure the Field Dry Density is as per the requirements of relevant IS/IRC/Morth Specifications. 8) Torquing machine gun shall be used for torquing of bolts. 9) Required scaffolding, number of Boom lifters/scissor lifters shall be deployed for working at heights at no extra cost. 10) Contractor shall employ a licensed electrician to carryout electrical connections /terminations, measurement of earth pit resistance, insulation resistance of their installation and intimating the same to the department & also earthing shall be ensured throught existance of power supply. 11) Intimation shall be given after completion of work, for disconnection of supply and safe isolation of DB with last energy meter reading. | ||
| 2 | EARTH WORK : | ||
| 3 | Earthwork excavation 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. | ||
| 4 | a) Upto 1.50 m depth from average ground level. | 375.00 | Cum |
| 5 | b) Above 1.50 m to 3.00 m depth from average ground level. | 190.00 | Cum |
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