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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance 9 206 UDAY SINGH JAIN ROAD ALIGARH 202001 | ALIGARH | UTTAR PRADESH | 202001 | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 CrAdmitted-Finance | ₹3.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.4 CrAdmitted-Finance | ₹3.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.4 CrAdmitted-Finance | ₹3.4 Cr | L4 | Admitted-Finance |
| 5 | L5₹3.9 CrAdmitted-Finance | ₹3.9 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Gupta Brothers L3 | Technical Construction Company L1 | kardam constructions priavte limitd L5 | SANJEEV BROTHERS L2 | CHAUHAN BROTHERS L4 | M/S AGARWAL BROTHERS L7 | SGB INFRA LIMITED L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00EARTH WORK : | ||||||||||
| 1.01Earth work in over areas/foundation/Pits/Trenches etc. by mechanical means (Hydraulic excavator) / manual means/controlled blasting to required profile, level, grade, camber, etc in all soils/strata as mentioned below upto all depths as per drawing and as directed, including dressing of excavated sides and ramming of bottoms and disposal / stacking of excavated materials within NFC campus for all leads and all inherent lifts and filling in layers with available earth in the NFC township not exceeding 200mm, watering, consolidation etc. complete all as per specifications, drawing and as directed by Engineer-in-charge | ||||||||||
| 1.01 | Soft rock/Filled Up Rock/Soils/Crushed rocks | 1,200 | Cum | 200 ₹2,40,000 | 90 ₹1,08,000 | 360 ₹4,32,000 | 185 ₹2,22,000 | 150 ₹1,80,000 | 495 ₹5,94,000 | 200 ₹2,40,000 |
| 1.01 | Hard rock ( by chiselling or wedging or rock hammer and cutter or hydraulic splitter or by using machine such as poclain with jack hammer or controlled blasting or by approved chemical method as directed by EIC) | 3,800 | Cum | 1,000 ₹38,00,000 | 850 ₹32,30,000 | 760 ₹28,88,000 | 900 ₹34,20,000 | 650 ₹24,70,000 | 1,260 ₹47,88,000 | 828 ₹31,46,400 |
| 1.02 | 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 for all leads within NFC campus, as directed by Engineer-in- Charge | 1,500 | Sqm | 30 ₹45,000 | 50 ₹75,000 | 150 ₹2,25,000 | 35 ₹52,500 | 80 ₹1,20,000 | 45 ₹67,500 | 250 ₹3,75,000 |
| 2.00CONCRETE (PLAIN AND REINFORCED) : | ||||||||||
| 2.01 | Plain Cement Concrete (P.C.C) 1:3:6 by insitu mixing using Weigh Batching or RMC using Ordinary Portland Cement(OPC) conforming to IS 269 or Portland Pozzolana Cement (PPC) conforming to IS 1489 Part-1 with Minimum Cementitious Content not less than 250 Kg/Cum (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. | 375 | Cum | 4,800 ₹18,00,000 | 4,500 ₹16,87,500 | 6,540 ₹24,52,500 | 4,500 ₹16,87,500 | 4,500 ₹16,87,500 | 5,490 ₹20,58,750 | 5,350 ₹20,06,250 |
| 2.02 | Reinforced Cement Concrete by insitu mixing using Weigh Batching or approved RMC of Grade M - 35 (Minimum Cementitious Content not less than 440 Kg/Cum) for all levels below & above FFL using using Ordinary Portland Cement(OPC) conforming to IS 269 or Portland Pozzolana Cement (PPC) conforming to IS 1489 Part-1 (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. FOSROC ,SIKA,BASF,CICO in proportion as per Manufacturer's Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., but excluding Formwork and reinforcement as specified and directed.
Note: The rates quoted shall include providing 100mm dia PVC pipes for weep holes at 1 meter center to center spacing in horizontal and vertical direction as per the drawings or the directions of Engineer-in charge wherever required. No extra payment will be made for the same. | 1,130 | Cum | 6,500 ₹73,45,000 | 5,800 ₹65,54,000 | 8,260 ₹93,33,800 | 5,550 ₹62,71,500 | 6,400 ₹72,32,000 | 8,100 ₹91,53,000 | 6,750 ₹76,27,500 |
| 2.03 | Plum concrete with M-10 cement concrete, using Ordinary Portland Cement(OPC) conforming to IS 269 or Portland Pozzolana Cement (PPC) conforming to IS 1489 Part-1 (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 to be filled in all interstices (not less than 150mm) with plums not exceeding 50 percent of total volume of plum concrete and stone size shall be between 200 to 300 mm and shall be hard durable and tough. The water cement ratio shall be adjusted at site to maintain the flowability of concrete to fill all the interstices properly laid to proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., as specified and directed. | 800 | Cum | 3,000 ₹24,00,000 | 2,600 ₹20,80,000 | 4,460 ₹35,68,000 | 4,500 ₹36,00,000 | 3,000 ₹24,00,000 | 4,500 ₹36,00,000 | 5,450 ₹43,60,000 |
| 3.00SHUTTERING WORKS | ||||||||||
Tender Value
₹4.4 Cr
EMD Value
₹8.7 L
Closing Date
3 Apr 2026, 2:00 pmClosed
Chief Engineer and DCE (CED, PD and EP)
Civil Engineering Division, Nuclear Fuel Complex, Hyderabad-500062
Development of Nallah into a systematic RCC drainage channel at NFC Kota Township.
2026_NFC_901938_1
C/1424/2026
Open Tender
Civil Works
365 days
NFC Hyderabad
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹8.7 L
3 Jul 2026
11 Mar 2026
4 Apr 2026
11 Mar 2026
3 Apr 2026
14 Mar 2026
11 Mar 2026 - 13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1EARTH WORK : | |||||
| 1.01 | Earth work in over areas/foundation/Pits/Trenches etc. by mechanical means (Hydraulic excavator) / manual means/controlled blasting to required profile, level, grade, camber, etc in all soils/strata as mentioned below upto all depths as per drawing and as directed, including dressing of excavated sides and ramming of bottoms and disposal / stacking of excavated materials within NFC campus for all leads and all inherent lifts and filling in layers with available earth in the NFC township not exceeding 200mm, watering, consolidation etc. complete all as per specifications, drawing and as directed by Engineer-in-charge | - | - | - | - |
| 1.011 | Soft rock/Filled Up Rock/Soils/Crushed rocks | 1,200 | Cum | - | - |
| 1.012 | Hard rock ( by chiselling or wedging or rock hammer and cutter or hydraulic splitter or by using machine such as poclain with jack hammer or controlled blasting or by approved chemical method as directed by EIC) | 3,800 | Cum | - | - |
| 1.02 | 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 for all leads within NFC campus, as directed by Engineer-in- Charge | 1,500 | Sqm | - | - |
| 2CONCRETE (PLAIN AND REINFORCED) : | |||||
| 2.01 | Plain Cement Concrete (P.C.C) 1:3:6 by insitu mixing using Weigh Batching or RMC using Ordinary Portland Cement(OPC) conforming to IS 269 or Portland Pozzolana Cement (PPC) conforming to IS 1489 Part-1 with Minimum Cementitious Content not less than 250 Kg/Cum (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. | 375 | Cum | - | - |
| 2.02 | Reinforced Cement Concrete by insitu mixing using Weigh Batching or approved RMC of Grade M - 35 (Minimum Cementitious Content not less than 440 Kg/Cum) for all levels below & above FFL using using Ordinary Portland Cement(OPC) conforming to IS 269 or Portland Pozzolana Cement (PPC) conforming to IS 1489 Part-1 (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. FOSROC ,SIKA,BASF,CICO in proportion as per Manufacturer's Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., but excluding Formwork and reinforcement as specified and directed.
Note: The rates quoted shall include providing 100mm dia PVC pipes for weep holes at 1 meter center to center spacing in horizontal and vertical direction as per the drawings or the directions of Engineer-in charge wherever required. No extra payment will be made for the same. | 1,130 | Cum | - | - |
| 2.03 | Plum concrete with M-10 cement concrete, using Ordinary Portland Cement(OPC) conforming to IS 269 or Portland Pozzolana Cement (PPC) conforming to IS 1489 Part-1 (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 to be filled in all interstices (not less than 150mm) with plums not exceeding 50 percent of total volume of plum concrete and stone size shall be between 200 to 300 mm and shall be hard durable and tough. The water cement ratio shall be adjusted at site to maintain the flowability of concrete to fill all the interstices properly laid to proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., as specified and directed. | 800 | Cum | - | - |
| 3SHUTTERING WORKS | |||||
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