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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAdmitted-Finance 245 2 RAJPUR ROAD OPPOSITE HOTEL MADHUBAN DEHRADUN | ₹4.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.1 Cr+₹11.3 L (2.84%)Admitted-Finance 233 PLATINUM PLAZA OPP IOCL PUMP NR JUDGES BUNGLOW CROSS ROAD BODAKDEV AHMEDABAD GUJARAT 380054 | AHMADABAD | GUJARAT | 380054 | ₹4.1 Cr+₹11.3 L (2.84%) | L2 | Admitted-Finance |
| 3 | L3₹4.1 Cr+₹12.7 L (3.21%)Admitted-Finance REVENUE WARD 8 8 2 220 GANDLA STREET SULLURU SULLURPET NELLORE ANDHRA PRADESH 524121 | SPSR NELLORE | ANDHRA PRADESH | 524121 | ₹4.1 Cr+₹12.7 L (3.21%) | L3 | Admitted-Finance |
| 4 | L4₹4.4 Cr+₹47.5 L (12.0%)Admitted-Finance | ₹4.4 Cr+₹47.5 L (12.0%) | L4 | Admitted-Finance |
| 5 | L5₹4.7 Cr+₹77.0 L (19.4%)Admitted-Finance D NO 8 2 334 K 1 5TH FLOOR 503 AND 504 ADITYA COURT ROAD NO 05 BANJARA HILLS HYDERABAD 500034 TELANGANA HYDERABAD TELANGANA 500034 | HYDERABAD | TELANGANA | 500034 | ₹4.7 Cr+₹77.0 L (19.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | EVERCREST PROJECTS PVT LTD. L2 | Modern Electric Company L1 | KR POWER INFRA INDIA PVT LTD L4 | CHANDRA REDDY ELECTRICALS L3 | Ardee Engineering Limited L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Felling down carefully trees of girth (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 as directed by Engineer – in – Charge. | ||||||||
| 1.10 | a) Girth from 301 to 600mm. | 10 | Each | 1,500 ₹15,000 | 14,000 ₹1,40,000 | 550 ₹5,500 | 300 ₹3,000 Lowest | 467 ₹4,670 |
| 1.20 | b) Girth from 601 to 1200mm. | 15 | Each | 1,500 ₹22,500 | 27,000 ₹4,05,000 | 2,500 ₹37,500 | 350 ₹5,250 Lowest | 2,054 ₹30,810 |
| 1.30 | c) Girth from 1201mm and above. | 10 | Each | 1,500 ₹15,000 | 38,500 ₹3,85,000 | 11,000 ₹1,10,000 | 400 ₹4,000 Lowest | 9,533 ₹95,330 |
| 2.00Earthwork excavation 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 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. | ||||||||
| 2.10 | a) Upto 1.50 m depth from average ground level. | 775 | Cum | 350 ₹2,71,250 | 400 ₹3,10,000 | 270 ₹2,09,250 | 308 ₹2,38,700 | 221 ₹1,71,275 Lowest |
| 2.20 | b) Above 1.50 m to 3.00 m depth from average ground level. | 100 | Cum | 450 ₹45,000 | 550 ₹55,000 | 300 ₹30,000 | 385 ₹38,500 | 258 ₹25,800 Lowest |
| 3.00Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas /foundations 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. | ||||||||
| 3.10 | a) Upto 1.50 m depth from average ground level. | 100 | Cum | 650 ₹65,000 | 500 ₹50,000 | 650 ₹65,000 | 352 ₹35,200 Lowest | 431 ₹43,100 |
| 3.20 | b) Above 1.50 m to 3.00 m depth from average ground level. | 50 | Cum | 650 ₹32,500 | 700 ₹35,000 | 750 ₹37,500 | 495 ₹24,750 | 492 ₹24,600 Lowest |
Tender Value
₹4.1 Cr
EMD Value
₹8.2 L
Closing Date
10 Jun 2025, 2:00 pmClosed
CHIEF ENGINEER AND DCE PD EP
Power Distribution, 2nd Floor, PD Building, Nuclear Fuel Complex, Hyderabad-500 062 .
Electrical works for providing power supply to ZFP expansion and Pickling tanks at SSTP
2025_NFC_858430_1
NFC/PD/03/2025
Open Tender
Electrical Works
Works
NFC Hyderabad
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹8.2 L
29 Aug 2025
2 May 2025
17 Jun 2025
2 May 2025
10 Jun 2025
16 May 2025
2 May 2025 - 15 May 2025
Amount
Felling down carefully trees of girth (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 as directed by Engineer – in – Charge.
a) Girth from 301 to 600mm.
b) Girth from 601 to 1200mm.
c) Girth from 1201mm and above.
Earthwork excavation 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 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.
a) Upto 1.50 m depth from average ground level.
b) Above 1.50 m to 3.00 m depth from average ground level.
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas /foundations 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.
a) Upto 1.50 m depth from average ground level.
b) Above 1.50 m to 3.00 m depth from average ground level.
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in over areas/foundations in hard rock (blasting prohibited) by chiseling, wedging, diamond wire rope cutting or any other approved method upto the depths specified below including 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.
a) Upto 1.50 m depth from average ground level.
b) Above 1.50 m to 3.00 m depth from average ground level.
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 NFC complete as specified and directed by EIC
Lead charges for for all leads within NFC premises by mechanical transport, including loading, unloading, stacking, the disposable soil, rock 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.
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 by EIC
Plain Cement Concrete (P.C.C) 1:2:4 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 300 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 by EIC
Reinforced Cement Concrete by insitu mixing using Weigh Batching or approved RMC of Grade M - 25 (Minimum Cementitious Content not less than 340 Kg/Cum) at all depths/heights below/above plinth level 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 by EIC
Providing grouting (including tamping) for foundations, structures, equipments, base plates, anchor holes, etc., with non-shrink, free flow grout of shrinkhomp-30N/Sqmm of M/S A.C.C, Fosroc or equivalent mixed with filler like sand in 1:1, including shuttering wherever necessary at and at all depths and heights below and above plinth level complete as specified and directed. note: Weight of grout used in the work will be measured for payment. However, the rate quoted shall inclusive of all materials.
Providing centering and shuttering using good quality densified film-faced Plywood of at least 12mm thick approved make conforming to IS 4990 so as to produce neat form finished concrete surfaces, with steel staging system formwork (Doka/L&T/RMD/Paschal/PERI/MEVA/MIVAN system or any other approved by EIC) will have to be used for all structural elements, including strutting and propping etc. at all levels / heights and removal of the same and including sealing the form joints suitably to avoid fins and abrupt irregularities, etc.complete all as per drawings and specifications and as directed by the Engineer-in-Charge.
Supply, fabrication and erection of Reinforcement bars for Reinforced cement concrete items at and at all depths and heights below and above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more conforming to IS 1786 of Tata, Vizag steel, Sail, JSW, JSPL make, including transport to site, loading and unloading, making fan hooks of required shape, dowels for bonding masonry, transporting steel to site, decoiling, removing of scales, straightening, cutting, bending, fixing bars with chairs, space bars wherever required, in position with two strings of 18 gauge soft drawn annealed MS binding wire inclusive of its supply etc., complete as specified and as per direction of Engineer- in-Charge.
Sand balsting of structural steel works comprising steel sections like angles, channels, joist, plates etc. using compressed air at required pressures for cleaning the surfaces before application of primer, arranging necessary barricades, enclosure, machinery etc., complete as specified and directed by EIC NOTE: Only the structural steel sections used in the work will be measured for payment.
Supply, Fabrication and erection of Structural Steel work using rolled steel joists, angles, channels, plates, etc. including cutting, hoisting, fixing of M/s. Tata, Vizag Steel, JSW, SAIL of strength not less than Grade E 250 IS-2062:2011 including providing Bolts and Nuts and other accessories wherever required, arc welding with electrodes conforming to IS 814 of make Advani, D&H, Philips, surface preparation by cleaning with wire brush etc., providing two coats of epoxy zinch rich primer on steel surface of make Fosroc (Nitozinc primer)/Asian/Berger and two coats of corrosion and UV resistant polyureathe coating of Make Fosroc ( Dekguard PU)/Asian/Berger or approved equivalent, including all tools, spraying machine, etc., erecting members using suitable cranes/jigs/pulleys in line , level, plumb etc., complete as specified and directed by EIC
Foundation Bolts: Supplying, fabricating, erecting and fixing in position, foundation bolts using MS rounds conforming to IS 432 (Mild Steel Bars Grade – I)/ IS 1875 and suitable nuts including threading, placing in position in concrete in level using template, providing grease and protective cover like covering with polyethelene sheet to bolts and nuts to correct levels Complete and as directed by EIC
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete including two coats of approved primer and two coats of ready mix paint as per IS 164 etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Dismantling very carefully the existing reinforced/plain cement concrete at all depths and heights below and above plinth level using pneumatic cutters or any approved means including cutting the reinforcement and transporting bars to departmental stores disposing the debris within the lead of 50 m complete as specified and directed by EIC
Demolishing pitching/soling/paver blocks/kerb stones in roads, floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead
Dismantling bituminous road manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge
Dismantling very carefully the existing RR / brick masonry in basement below/above FFL at all depths and heights including erection of suitable scaffolding, stacking of useful materials and disposing the the unserviceable debris within the lead of 50m etc., complete as specified and directed by EIC
Dismantling very carefully the existing structural steel work at all levels in MS structural sections like angles, channels, MS plain/chequered plates, flats, tubular gates etc., including scaffolding, cutting of structural steel members by gas cutters or by any approved method, removing the nuts, bolts etc., as required, lowering stacking the reusable material at site and transporting the material to Departmental stores etc., complete as directed by EIC
Supply & Laying of 11kV grade, 3C X 240 sq.mm cable of Al conductor, XLPE insulated, extruded PVC ST2 sheathed, round wire armoured, PVC overall ST2 sheathed, FRLS cables with both conductor screening and insulation screening cable underground /on the walls/ existing trenches / existing trays/ existing pipes including supply of saddles, clamps, blt nuts, etc. transportation of cable from store/ yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications and instructions of Engineer - In - Charge
Supply
Installation
Supply & Laying of 1100V grade, 12 C X 2.5 sq.mm cable of Cu conductor, XLPE insulated, extruded PVC sheathed, armoured, PVC overall ST2 sheathed, FRLS cables on the walls/ existing trenches / existing trays/ existing pipes including supply of saddles, clamps, blt nuts, etc. transportation of cable from store/ yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications and instructions of Engineer - In - Charge
Supply
Installation
Supply & Making of Indoor type end terminations for 11kV grade, 3Core XLPE insulated & PVC ST2 inner and outer sheathed round wire armoured aluminum conductor cables with heat shrinkable end termination kit with with copper crimping type lugs and all other accessories as required for completion of end termination in all respects for the following sizes of cables
Supply
Installation
Supply
Supply
Supply
Supply and Installation of heat shrinkable Cable joint Kits Straight through type with copper crimping type lugs and all other accessories suitable for 11 kV grade , 3Core XLPE insulated & PVC ST2 inner and outer sheathed round wire armoured aluminum conductor FRLS cables of following sizes
240 sq.mm cable
Supply
Installation
Supply
Supply
Supply
Supply & Making of Indoor type end terminations for 1.1kVgrade, 12C X2.5 sq. mm XLPE insulated & PVC sheathed armoured aluminum conductor cables with suitable long barrel heavy duty tinned copper lugs for 12 cores and double compression nickel coated brass cable glands with all accessories and ferrules as required for completion of end termination in all respects
Supply
Installation
Supply & Laying of 1.1kV (UE) grade, 3.5C X 240 sq.mm cable of Al conductor, XLPE insulated, extruded PVC sheathed, round wire armoured, PVC overall ST2 sheathed, FRLS cables underground /on the walls/ existing trenches / existing trays/ existing pipes including supply of saddles, clamps, blt nuts, etc. transportation of cable from store/ yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications and instructions of Engineer - In - Charge
Supply
Installation
Supply and Installation of heat shrinkable Cable joint Kits Straight through type with copper crimping type lugs and all other accessories suitable for 1.1 kV grade Aluminum conductor and XLPE insulated cables of following sizes
Supply
Supply
Supply
Supply and making end terminations for following sizes of 1.1 KV grade, XLPE/PVC insulated and PVC sheathed armoured cables including required hardware like double compressed weather proof glands, heavy duty long barrel Copper lugs etc. complete in all respects as per the tender specification & directions of engineer in charges
Supply
Supply
Supply
Installation
Supply
Supply & Installation of FRP LADDER TYPE CABLE TRAY Width: 800mm and Channel Size: 100mm x 20mm x 3 m iincluding necessary couplers, straight and adjustible splice plates, equal and unequal Tees, horizontal and vertical bends etc for making the tray installation complete as per the instructions of engineer -in-charge
Supply
Installation
Supply & Installation of FRP LADDER TYPE CABLE TRAY Width: 300mm and Channel Size: 100mm x 20mm x 3 m including necessary couplers, straight and adjustible splice plates, equal and unequal Tees, horizontal and vertical bends etc for making the tray installation complete as per the instructions of engineer -in-charge
Supply
Installation
Supply, installation and connection of 50X6 mm GI earthing strip along the cable trenches or cable trays or fixing to walls or structures including welding, providing cold galvanizing spray / anti corrosive paint / bitumen at joints and clamping etc, with all labour and materials as per approved drawings and specifications of this tender and as directed by engineer in-charge
Supply
Installation
Excavation, sand cushioning, protective covering (Pre cast RCC tiles & bricks) and refilling the trench etc. as required, consolidation, removal of excess earth including transportation from store/ yard to site at the place of installation, unpacking, disposing of soil at designated place, including all labour and materials, as per approved drawings, specifications and instructions of Engineer - In - Charge
Cutting of Floor/ RCC / PCC / road/cable trench including removing of soling for laying of cables, hume pipes, Backfilling, resoling and shifting of excess earth to scrap area as per the tender specifications and directions of engineer-in-charge. Note: Cutting of Road/Floor/RCC/PCC/cable trench will be considered upto soling level only for . If soil is available after removal of soling, same will be measured in soil items
Supply & Installation of 150mm dia NP2 class RCC Hume pipe of shape/size required as per site condition for road crossing
Supply
Installation
Supply & fixing of 100mm*30mm*2 mm anodized aluminium cable tags engraved on black background with name of the load along with required hardware for fixing the labels on the cabels /pipes etc.
Supply
Installation
Supply, installation and testing of maintenance free earthing stations of ASHLOK/ERICO/JEF make with copper bonded steel ground rod with around 20mm dia and 3 Mts long , Ground Enhancing Material (GEM), inter connecting earth tape between earthing stations and back fill material.Construction of masonary chamber of 450 x 450 mm with CI cover, earth station markers etc complete as per tender specifications. Pit should be as per IS 3043 & Make: Ashlok, Erico, JEF
Dismantling of existing earth pits including dismantling of masonry chamber, disconnection of earth connections, removal of existing pipe / rod /plate earthing, removal of charcoal, salt etc complete ready for installation of new earth pits as per the tender specifications and instructions of engineer-in-charge (Note: Excavation of soil is not included in this item)
EVERCREST PROJECTS PVT LTD. (BID ID -3218115)
CHANDRA REDDY ELECTRICALS (BID ID -3222620)
KR POWER INFRA INDIA PVT LTD (BID ID -3218162)
Ardee Engineering Limited (BID ID -3218191)
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