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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 CrAdmitted-Finance | ₹16.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹16.5 Cr+₹9.3 L (0.56%)Admitted-Finance | ₹16.5 Cr+₹9.3 L (0.56%) | L2 | Admitted-Finance |
| 3 | L3₹17.7 Cr+₹1.2 Cr (7.50%)Admitted-Finance PLOT NO 44 54 5 59 3 SURVEY NO 169 DHOOLAPALLY VILL IDA JEEDIMETLA MEDCHAL MALKAJGIRI HYDEARBAD TELANGANA 500055 | MEDCHAL MALKAJGIRI | TELANGANA | 500055 | ₹17.7 Cr+₹1.2 Cr (7.50%) | L3 | Admitted-Finance |
| 4 | L4₹20.0 Cr+₹3.6 Cr (21.7%)Admitted-Finance | ₹20.0 Cr+₹3.6 Cr (21.7%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical NO 7 2 1813 5 A 1 FLAT NO G 12 VASAVI CENTRAL COURT CZECH COLONY SAANATH NAGAR HYDERABAD 500018 | MEDCHAL MALKAJGIRI | TELANGANA | 500018 | - | - | Rejected-Technical Not meeting tender conditions |
| Sl No | Description | Qty | Unit | RIC Projects Pvt. Ltd. L4 | NRE INDUSTRIES LLP L3 | PIONEER PULTRU-TECH ENGINEERING PVT LTD L2 | ANAND SHREE INFRAREALITY PRIVATE LIMITED 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 MS 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. All the items are inclusive of single/double scaffolding for all depths/heights and no extra cost will be paid 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 at no extra cost. 7) 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. 8) Proctor Density Test and Field Dry Density Test shall be carried out for subbase/grade slab/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. 9) Preparation of Sub-grade including providing required camber/slope for road/floor works shall be done at no extra cost. 10) Leak test including filling of water and empty the tank after test shall be carried out for the tank as per IS 3370 for requirements of watertightness, corrective action to ensure watertightness of the structure if any shall be done as per directions of EIC at no extra cost. 11) Bidder has to be install temporary hard barricading for height works or works at tank slab with handrail/guard rail made out of reinf bars/standard steel sections during execution of work to ensure safety at site as per direction of EIC at no extra cost. 12) All the items are inclusive of scaffolding and no extra cost will be paid for the same. 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. | |||||||
| 1.00EARTH WORK : | |||||||
| 1.01Earthwork 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. Note: In case of excavation done inside the existing Solar evaporation pond, the level from which the excavation depth will be calculated shall be the existing bottom level of the solar evaporation pond. | |||||||
| 1.01 | a) Upto 1.50 m depth from average ground level. | 3,500 | Cum | 160 ₹5,60,000 | 108.56 ₹3,79,960 Lowest | 109 ₹3,81,500 | 176.13 ₹6,16,455 |
| 1.01 | b) Above 1.50 m to 3.00 m depth from average ground level. | 2,500 | Cum | 190 ₹4,75,000 | 130.27 ₹3,25,675 Lowest | 290 ₹7,25,000 | 244.11 ₹6,10,275 |
| 1.01 | c) Above 3.00 m to 4.50 m depth from average ground level. | 110 | Cum | 250 ₹27,500 | 151.98 ₹16,717.8 | 150 ₹16,500 Lowest | 478.33 ₹52,616.3 |
| 1.02Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas, foundations, trenches, drains 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. Note: In case of excavation done inside the existing Solar evaporation pond, the level from which the excavation depth will be calculated shall be the existing bottom level of the solar evaporation pond. | |||||||
| 1.02 | a) Upto 1.50 m depth from average ground level. | 525 | Cum | 450 ₹2,36,250 | 610.65 ₹3,20,591.25 | 109 ₹57,225 Lowest | 618.47 ₹3,24,696.75 |
| 1.02 | b) Above 1.50 m to 3.00 m depth from average ground level. | 375 | Cum | 550 ₹2,06,250 | 732.78 ₹2,74,792.5 | 330 ₹1,23,750 Lowest | 841 ₹3,15,375 |
| 1.02 | c) Above 3.00 m to 4.50 m depth from average ground level. | 20 | Cum | 650 ₹13,000 | 854.91 ₹17,098.2 | 160 ₹3,200 Lowest | 1,062 ₹21,240 |
Tender Value
₹17.9 Cr
EMD Value
₹27.9 L
Closing Date
16 Apr 2026, 2:00 pmClosed
Chief Engineer and DCE (CED, PD and EP)
Civil Engineering Division, Nuclear Fuel Complex, Hyderabad-500062
OGSEP Construction- Civil and allied works for construction of RCC Over Ground Solar Evaporation Pond (OGSEP) at NFC, Hyderabad
2026_NFC_901867_1
C/1422/2026
Open Tender
Civil Works
Item Rate
730 days
NFC, Hyderabad
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹27.9 L
13 Aug 2026
10 Mar 2026
17 Apr 2026
10 Mar 2026
16 Apr 2026
17 Mar 2026
10 Mar 2026 - 16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1EARTH WORK : | |||||
| 1.01 | 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.
Note: In case of excavation done inside the existing Solar evaporation pond, the level from which the excavation depth will be calculated shall be the existing bottom level of the solar evaporation pond. | - | - | - | - |
| 1.011 | a) Upto 1.50 m depth from average ground level. | 3,500 | Cum | - | - |
| 1.012 | b) Above 1.50 m to 3.00 m depth from average ground level. | 2,500 | Cum | - | - |
| 1.013 | c) Above 3.00 m to 4.50 m depth from average ground level. | 110 | Cum | - | - |
| 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas, foundations, trenches, drains 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.
Note: In case of excavation done inside the existing Solar evaporation pond, the level from which the excavation depth will be calculated shall be the existing bottom level of the solar evaporation pond. | - | - | - | - |
| 1.021 | a) Upto 1.50 m depth from average ground level. | 525 | Cum | - | - |
| 1.022 | b) Above 1.50 m to 3.00 m depth from average ground level. | 375 | Cum | - | - |
| 1.023 | c) Above 3.00 m to 4.50 m depth from average ground level. | 20 | Cum | - | - |
| 1.03 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in over areas, foundations, trenches, drains etc. in hard rock (blasting prohibited) by chiseling, wedging or any other approved method viz. using plasma cutting with diesel plasma gun under 3.5Kg/Sqcm pressure, including air compressor, followed by pneumatic chieselling or using non explosive expansive chemical agents , including drilling of holes as specified by manufacture, filling of expansive chemical, followed by pneumatic chiseling, diamond wire rope cutting etc. 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.
Note: In case of excavation done inside the existing Solar evaporation pond, the level from which the excavation depth will be calculated shall be the existing bottom level of the solar evaporation pond. | - | - | - | - |
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