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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-AOC B 4 NEAR CENTRAL PARK RHB COLONY SOUTH EXTN BALICHA UDAIPUR RAJ | UDAIPUR | UDAIPUR | RAJASTHAN | ₹3.4 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹3.6 CrRejected-Finance | ₹3.6 Cr | L2 | Rejected-Finance Being L2 |
| 3 | L3₹3.7 CrRejected-Finance ROMA BANJARA TANDA CHS BUILDING NO 1 ROOM NO 506 MANKHURD W MUMBAI 400 043 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400043 | ₹3.7 Cr | L3 | Rejected-Finance Being L3 |
| 4 | L4₹3.7 CrRejected-Finance 1104 QUANTUM TOWER RAM BAUG LANE MALAD WEST MUMBAI MAHARASHTRA 400064 UDYAM MH 18 0008080 | MUMBAI SUBURBAN | MAHARASHTRA | 400064 | ₹3.7 Cr | L4 | Rejected-Finance Being L4 |
| 5 | Rejected-Technical 401 SHREEPRASAD RESIDENCY SHALIMAR CO OP HOUSING SOC BEHIND MATE HOSPITAL GANGAPUR ROAD NASHIK 422013 | NASHIK | NASHIK | MAHARASHTRA | 422013 | - | - | Rejected-Technical Not satisfying NIT stipulations |
| Sl No | Description | Qty | Unit | Durga Impex L1 | Mahendra Realtors & Infrastructure Limited L4 | SUNIL CONSTRUCTION L3 | S.V ASSOCIATES L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling steel work in single sections including dismantling and stacking within 100 m lead In R.S Joists, Angles etc. Including Scaffolding up to 3.0m height.
Note : Scaffolding beyond 3.0 m height will be paid under item no. 10. | 1 | MT | 7,000 ₹7,000 | 10,000 ₹10,000 | 10,000 ₹10,000 | 9,000 ₹9,000 |
| 2.00 | Dismantling Aluminium/MS/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable materials within 100 m lead as directed by the Engineer-in-charge. (Including Scaffolding up to 3.0m height).
Note : Scaffolding beyond 3.0 m height will be paid under item no. 10. | 5,800 | SqM | 100 ₹5.8 L | 200 ₹11.6 L | 70 ₹4.1 L | 27 ₹1.6 L |
| 3.00 | Providing and Painting with Epoxy PU paint On STEEL surfaces using 2 coats of (120 Micron dry film thickness) Epoxy PU high build coating as finishing coat over a priming coat of High Build primer of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturers specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete, all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat), including Scaffolding up to 3.0m height. | 1,560 | SqM | 365 ₹5.7 L | 850 ₹13.3 L | 300 ₹4.7 L | 360 ₹5.6 L |
| 4.00 | Structural repairs works with pre-packed dual shrinkage controlled (volume stable in wet & hardened state), single-component ready-to-use, structural grade high build, alkali-resistant, fibre?reinforced, thixotropic polymer modified repair mortar having excellent bond strength to old damaged concrete structures / surfaces by the following process: 1) Removal of loose/spalled or damaged concrete by chipping and cleaning the concrete surface to open up to 20mm behind the reinforcement steel with wire brush and with clean water including removal of dirt, paint, wax, oil, grease, laitance, foreign substances, etc.Mechanically profile and prepare concrete surfaces by abrasive blasting, waterjetting or other engineer approved methods 2) Cleaning the rebars with Acetone for complete rust removal and washing with water to make the surface clean. Ensure that the concrete substrate and ambient temperatures are between (10°C and 35°C) before application 3) Applying protective coat / bond coat using Styrene Butadiene Rubber (SBR) polymer and cement in the proportion of 1: 1 (1 part of polymer : 1 parts of cement). 4) Mixing full 25 Kg bag with clean potable water in water to product ratio of 0.12 to 0.18), mixed by heavy-duty slow speed (300 to 600 rpm) drill with spiral mixing paddle or forced action pan mixer pan for 3 minutes to achieve uniform lump free mortar consistency. 5) Applying polymer modified mortar with trowel & float. The polymer modified mortar shall have the following properties/technical parameters. (A) Properties / technical parameters of pre-packed Polymer Modified Mortar: i) Compressive strength 1 day: Min. 20 MPa (as per BS:6319 : Part 2) ii) Compressive strength 7 days: Min. 35 MPa (as per BS:6319 : Part 2) iii) Compressive strength 28 days: Min. 45 MPa (as per BS:6319 : Part 2) iv) Flexural strength in 28 days: Min. 7 Mpa (as per BS:6319 : Part 3) v) Tensile strength in 28 days: Min. 2.5 MPa (as per BS:6319 : Part 7) vi) Bond strength: Min. 5 MPa (as per ASTM : C881) vii) Water permeability: less than 1% (as per ASTM : C881) viii) Drying shrinkage in 28 days: less than 1000 microstrain (as per ASTM C 157-93) ix) Potential Alkali Reactivity - : <0.1% Expansion % ( ASTM C1260).
(B) Properties / technical parameters of SBR polymer bond coat material: i) Meets the requirements of BS 6319 part 2:1983 & ASTM C 190-85 standards ii) Total solids % by mass at 105oC: 38 + 1 iii) pH value: 7.5 to 9.5 iv) Specific gravity at 27.5oC: 1 to 1.05 v) Coverage: 4.2 - 4.5 sq.m/kg per coat
Notes:- (a)Placing and finishing the same with trowel / hand packing carefully compacting the same around the rebars and finishing to bring it in line with existing concrete surface on the beams, slabs, columns, etc. (b) If thickness of repair exceeds 20mm , after every 20 mm thick repair, bond coat as per process no. (3) mentioned above in the BOQ item, to be applied and further thickness of repair to be continued for each layer. (c) The surface preparation & method of application shall be as per manufacturer's technical data sheet. (d) The double tubular steel scaffolding will be paid separately in relevant item. (e) Sampling and testing of cube specimen for compressive strength test shall be as per BS 6319 - Part-2.Other tests mentioned above shall be carried out if required as per the direction of the EIC and the cost of which shall be deemed to be included in the quoted rate (f) For each batch of mortar mixed, following records, i.e Quantity of mortar (kg) mixed,
Amount of water added to the mix, Location of application and the area covered.(g) Payment will be paid on the basis of actual consumption of PMM & Reinforcement will be paid in the relevant item. (h) Curing like mist spraying the surface with water or using damp burlap or hessain cloth shall be done.Replacement of old rebars in case of reduction in diametre shall be done in consultation with EIC before applying repair mortar. (i) Safety Precuations:- Use wear tight-fitting, dust-resistant, chemical splash goggles and dust respirator, if airborne dust is generated, wear protective rubber hand gloves, wear appropriate clothing to prevent any possibility of skin contact. The above item of work is inclusive of all materials, labour, machinery, tools & tackels, consumables, trasportation, loading & unloading, safety PPEs etc. all complete as directed by Engineer-in-charge at site using approved pre-packed polymer modified mortar suitable for structural repair works. (Including Scaffolding up to 3.0m height). | 500 | Kg | 900 ₹4.5 L | 90 ₹45,000 | 350 ₹1.8 L | 45 ₹22,500 |
| 5.00 | Providing Structural steel work in M.S Plain Plates and Chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc. including cost of structural steel Plates, welding all labour charges, including scaffolding up to 3.0m height. etc. complete as per drawings and specifications.Notes: 1. Structural steel conforming to IS 2062 shall be supplied. 2. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. 3. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rates. 4. Welding Electrodes manufactured by specified suitable grade only shall be used. 5. Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted. 6. Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc. | 0.5 | MT | 1,35,000 ₹67,500 | 1,55,000 ₹77,500 | 1,00,000 ₹50,000 | 1,17,000 ₹58,500 |
| 6.00 | Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer, Including Scaffolding up to 3.0m height. etc. complete all as per specifications, drawings and as directed by the Engineer in charge. Up to and including 300 mm Joists, 350 mm channels, and below sections using materials of approved manufacturers. All test reports to be provided along with the supply of the materials. NoteS: 1. Structural steel conforming to IS 2062 shall be supplied. 2. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. 3. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rates. 4. Welding Electrodes manufactured by specified suitable grade only shall be used. 5. Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted. 6. Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc. | 27 | MT | 1,42,000 ₹38.3 L | 1,40,000 ₹37.8 L | 1,00,000 ₹27 L | 1,26,000 ₹34.0 L |
| 7.00 | Providing and fixing 8mm dia. anchor fastner/bolt M8x75, including drilling in concrete , tools, manufacturers specifications, etc. complete and as directed by Engineer In Charge, including Scaffolding up to 3.0m height. Note : Scaffolding beyond 3.0 m height will be paid under item no. 10. | 2,030 | Each | 50 ₹1.0 L | 125 ₹2.5 L | 200 ₹4.1 L | 54 ₹1.1 L |
| 8.00 | Providing, drilling and fixing of 8mm diameter & 100mm long MS Coach screw along with MS washers etc complete as directed by Engineer in Charge. Including Scaffolding up to 3.0m height. Note : Scaffolding beyond 3.0 m height will be paid under item no. 10. | 460 | Nos | 25 ₹11,500 | 300 ₹1.4 L | 15 ₹6,900 | 54 ₹24,840 |
| 9.00 | Providing and fixing plain 1.20mm aluminium sheets/ panels in false ceiling of customized sizes . The tray panels / sheets consist of size having length ranging 900mm to 600mm,width ranging from 800mm to 600mm and of Height 12mm at edges ( in bend form). The false ceiling system shall meet the requirements as per EN 13964 Panels has to be powder coated in selected RAL9003(colour code) finish with minimum 80 microns polyester based powder coating on both side of the panels.The powder coating shall have anti-microbial property & same shall be certified by the bidder from third party as per ISO 22196:2011.The charges for all types of testing shall be borne by the bidder. All panels will be rested on existing framing system . The panels shall include the site cutting / making openings for services e.g. lights, smoke detectors, speakers, diffusers, grills,cameras, etc. Measurement to be done on edge to edge basis without any deductions for AC grills or any other services integrated within the false ceilings.The sheets shall be manufactured and laid as per architectural drawing. The false ceiling system is excluding framing system.The rate shall be including material, labour,tools, etc. including scaffolding up to 3.0m height. Note : Scaffolding beyond 3.0 m height will be paid under item no. 10. | 5,800 | SqM | 4,150 ₹2.4 Cr | 4,550 ₹2.6 Cr | 5,100 ₹3.0 Cr | 4,707 ₹2.7 Cr |
| 10.00 | Providing and fixing double tubular scaffolding system using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia. M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding. | 500 | SqM | 650 ₹3.3 L | 300 ₹1.5 L | 150 ₹75,000 | 90 ₹45,000 |
Tender Value
₹4.0 Cr
EMD Value
₹9.5 L
Closing Date
14 Nov 2025, 3:00 pmClosed
Chief Engineer,Civil Engineering Division
Civil Engineering Division, Bhabha Atomic Research Centre, Trombay, Mumbai-400 085
Renovation of false ceiling and allied Civil works at Mod Labs and other Buildings, North Site, BARC, Trombay, Mumbai.
2025_BARC_881871_1
BARC/CED/ET/45/2025-2026 DATE 14/10/2025
Open Tender
Civil Works
450 days
North Site, BARC, Trombay, Mumbai
Please refer Tender Document
8 documents required · 8 mandatory
₹0
₹9.5 L
Civil Engineering Division, BARC, Trombay, Mumbai
8 May 2026
17 Oct 2025
19 Nov 2025
17 Oct 2025
14 Nov 2025
3 Nov 2025
17 Oct 2025 - 24 Oct 2025
27 Oct 2025
Amount
Dismantling steel work in single sections including dismantling and stacking within 100 m lead In R.S Joists, Angles etc. Including Scaffolding up to 3.0m height. Note : Scaffolding beyond 3.0 m height will be paid under item no. 10.
Dismantling Aluminium/MS/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable materials within 100 m lead as directed by the Engineer-in-charge. (Including Scaffolding up to 3.0m height). Note : Scaffolding beyond 3.0 m height will be paid under item no. 10.
Providing and Painting with Epoxy PU paint On STEEL surfaces using 2 coats of (120 Micron dry film thickness) Epoxy PU high build coating as finishing coat over a priming coat of High Build primer of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturers specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete, all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat), including Scaffolding up to 3.0m height.
Providing Structural steel work in M.S Plain Plates and Chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc. including cost of structural steel Plates, welding all labour charges, including scaffolding up to 3.0m height. etc. complete as per drawings and specifications.Notes: 1. Structural steel conforming to IS 2062 shall be supplied. 2. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. 3. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rates. 4. Welding Electrodes manufactured by specified suitable grade only shall be used. 5. Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted. 6. Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc.
Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer, Including Scaffolding up to 3.0m height. etc. complete all as per specifications, drawings and as directed by the Engineer in charge. Up to and including 300 mm Joists, 350 mm channels, and below sections using materials of approved manufacturers. All test reports to be provided along with the supply of the materials. NoteS: 1. Structural steel conforming to IS 2062 shall be supplied. 2. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. 3. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rates. 4. Welding Electrodes manufactured by specified suitable grade only shall be used. 5. Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted. 6. Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc.
Providing and fixing 8mm dia. anchor fastner/bolt M8x75, including drilling in concrete , tools, manufacturers specifications, etc. complete and as directed by Engineer In Charge, including Scaffolding up to 3.0m height. Note : Scaffolding beyond 3.0 m height will be paid under item no. 10.
Providing, drilling and fixing of 8mm diameter & 100mm long MS Coach screw along with MS washers etc complete as directed by Engineer in Charge. Including Scaffolding up to 3.0m height. Note : Scaffolding beyond 3.0 m height will be paid under item no. 10.
Providing and fixing double tubular scaffolding system using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia. M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding.
Providing, applying wall painting two coats with Lustre paint of approved brand to give an even shade over a coat of cement primer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge, Including Scaffolding up to 3.0m height. Note : Scaffolding beyond 3.0 m height will be paid under item no. 10.
Providing & Fixing of Aluminium "Supply and Return Air Grills" of approx. size 850mm x 650mm, as mentioned in Technical Specifications (TS-01), including scaffolding up to 3.0m height. Note : Scaffolding beyond 3.0 m height will be paid under item no. 10.
Supply of skilled manpower for carrying out various carpentry maintenance works with necessary tools such as chiesel ,hammer ,wood planner,screw driver,wood saw,tape etc to attend wooden and aluminium carpentry maintenance work ,plumbing works and also seasonable departmental works, alloted by the Engineer -in -charge on daily basis. Note :Carpentry and plumbing tool kit shall be arranged by contractor at his own cost
Supply of unskilled manpower for carrying out various carpentry maintenance works with necessary tools such as chiesel,hammer ,wood planner,screw driver,wood saw,tape etc to attend wooden and aluminium carpentry maintenance work,plumbing works and also seasonable departmental works, alloted by the Engineer -in -charge on daily basis. Note :Carpentry and plumbing tool kit shall be arranged by contractor at his own cost
S.V ASSOCIATES (BID ID -3316965)
SUNIL CONSTRUCTION (BID ID -3316949)
Mahendra Realtors & Infrastructure Limited (BID ID -3317189)
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