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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAccepted-AOC | ₹4.1 Cr | L1 | Accepted-AOC As per tender eliibilty conditions. |
| 2 | L2₹4.1 Cr+₹7.1 L (1.75%)Rejected-AOC NO 7 2 1813 5 A 1 FLAT NO G 12 VASAVI CENTRAL COURT CZECH COLONY SAANATH NAGAR HYDERABAD 500018 | MEDCHAL MALKAJGIRI | TELANGANA | 500018 | ₹4.1 Cr+₹7.1 L (1.75%) | L2 | Rejected-AOC As per tender eliibilty conditions. |
| 3 | L3₹4.4 Cr+₹36.9 L (9.08%)Rejected-AOC | ₹4.4 Cr+₹36.9 L (9.08%) | L3 | Rejected-AOC As per tender eliibilty conditions. |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not meeting Tender eligibility conditions |
| 5 | Rejected-Technical ECIL X ROADS HYDERABAD 500062 | MEDCHAL MALKAJGIRI | TELANGANA | 500062 | - | - | Rejected-Technical Not meeting Tender eligibility conditions |
| Sl No | Description | Qty | Unit | yvr projects private limited L3 | VENKATESWARA CONSTRUCTIONS L2 | P R KONDA CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 0.00Note :- 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. Proper access ladders shall be provided for excavated pits as per direction of EIC at not extra cost. All items whether mentione or not shall be inclusive of scaffolding for all depths/heights and no extra payment shall be made for the same. 3.) The contractor shall provide sleeveless Jackets to the workers in required pattern, colour showing name of contractor with address and telephone number as approved by the Engineer in charge. All the workers must wear the same while on duty. 4.) 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. 5) Removal of vegetation, grass shall be part of the earthwork and no extra payment will be made for the same. 6) Rolling of earthwork shall be carried out using 8 tone vibratory roller or as directed by EIC at no extra cost. 7) Contractor shall ensure that no seepage of water occurs through RCC walls/slab/raft and corrective action if required shall be taken to ensure watertightness of the structure as per directions of EIC at no extra cost. 8) 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. 9) Proctor Density Test and Field Dry Density Test shall be carried out if required 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 relavant IS/IRC/Morth Specifications. 10) Preparation of Sub-grade including providing required camber for road works/flooring shall be done at no extra cost. 11) One additional coat (Third coat) of paint as per specifications shall be applied on Structural Steel after erection and no extra payment will be made for the same. 12) Required number of Boom lifters/scissor lifters shall be deployed for working at heights at no extra cost. 13) Contractor shall fill the requisition form for providing temporary power supply and details of any equipment to be used at site (dewatering pump, cutting machine, drilling machines, etc) shall be indicated in the proforma annexed to requisition form. 14) 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. 15) Intimation shall be given after completion of work for disconnection of supply and safe isolation of DB with last energy meter reading. 16) All items are inclusive of scaffolding and no extra cost shall be paid for the same. | ||||||
| 1.00EARTH WORK : | ||||||
| 1.01Earthwork excavation over Areas/foundations/Trenches/Pits 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. | ||||||
| 1.01 | a) Upto 1.50 m depth from average ground level. | 1,200 | Cum | 180 ₹2,16,000 Lowest | 300 ₹3,60,000 | 320 ₹3,84,000 |
| 1.01 | b) Above 1.50 m to 3.00 m depth from average ground level. | 1,100 | Cum | 180 ₹1,98,000 Lowest | 400 ₹4,40,000 | 340 ₹3,74,000 |
| 1.01 | c) Above 3.00 m to 4.50 m depth from average ground level. | 950 | Cum | 225 ₹2,13,750 Lowest | 450 ₹4,27,500 | 350 ₹3,32,500 |
| 1.01 | d) Above 4.50 m to 6.00 m depth from average ground level. | 250 | Cum | 270 ₹67,500 Lowest | 550 ₹1,37,500 | 360 ₹90,000 |
| 1.01 | e) Above 6.00m depth from average ground level. | 200 | Cum | 315 ₹63,000 Lowest | 600 ₹1,20,000 | 390 ₹78,000 |
| 1.02Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas /foundations/trenches/Pits etc. in ordinary rock 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. | ||||||
| 1.02 | a) Upto 1.50 m depth from average ground level. | 100 | Cum | 180 ₹18,000 Lowest | 325 ₹32,500 | 360 ₹36,000 |
Tender Value
₹4.7 Cr
EMD Value
₹9.4 L
Closing Date
6 Feb 2026, 2:00 pmClosed
Chief Engineer and DCE (CED, PD and EP)
Civil Engineering Division, Nuclear Fuel Complex, Hyderabad-500062
Civil and other auxiliary works for foundation works of electron beam melting furnace at New Metlshop Shed, NFC-Hyderabad.
2026_NFC_895214_1
C/1418/2026
Open Tender
Civil Works
Item Rate
365 days
NFC, Hyderabad
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹9.4 L
20 Jul 2026
23 Jan 2026
7 Feb 2026
23 Jan 2026
6 Feb 2026
27 Jan 2026
23 Jan 2026 - 26 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1EARTH WORK : | |||||
| 1.01 | Earthwork excavation over Areas/foundations/Trenches/Pits 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. | - | - | - | - |
| 1.011 | a) Upto 1.50 m depth from average ground level. | 1,200 | Cum | - | - |
| 1.012 | b) Above 1.50 m to 3.00 m depth from average ground level. | 1,100 | Cum | - | - |
| 1.013 | c) Above 3.00 m to 4.50 m depth from average ground level. | 950 | Cum | - | - |
| 1.014 | d) Above 4.50 m to 6.00 m depth from average ground level. | 250 | Cum | - | - |
| 1.015 | e) Above 6.00m depth from average ground level. | 200 | Cum | - | - |
| 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas /foundations/trenches/Pits etc. in ordinary rock 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. | - | - | - | - |
| 1.021 | a) Upto 1.50 m depth from average ground level. | 100 | Cum | - | - |
| 1.022 | b) Above 1.50 m to 3.00 m depth from average ground level. | 100 | Cum | - | - |
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