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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAdmitted-Finance 2 3 AMIT VIJAY APARTMENT KASTURBA CROSS ROAD KANDIVALI W MUMBAI 67 | MUMBAI | MUMBAI | MAHARASHTRA | 400067 | L1 | Admitted-Finance | |
| 2 | L2₹11.6 L+₹1.6 L (15.5%)Admitted-Finance 3 NEW MULTY COOPERATIVE HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | L2 | Admitted-Finance | |
| 3 | L3₹11.8 L+₹1.8 L (17.7%)Admitted-Finance OFFICE E2 MANALI ARCADE NEAR D MART PADMAVATI PUNE SATARA ROAD PUNE MAHARASHTRA 411009 PUNE MAHARASHTRA 411009 | PUNE | MAHARASHTRA | 411009 | L3 | Admitted-Finance | |
| 4 | L4₹12.4 L+₹2.4 L (24.3%)Admitted-Finance 52 A 4TH FLOOR INDIAN REGISTER OF SHIPPING ADI SHANKARACHARYA MARG POWAI LAKE POWAI MUMBAI MAHARASHTRA | L4 | Admitted-Finance | |
| 5 | L5₹12.9 L+₹2.9 L (28.6%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Cortex Construction Solutions Pvt Ltd L8 | Epicons Consultants Pvt Ltd L9 | Capstone Consultants Private Limited L7 | BECQUEREL INDUSTRIES PVT. LTD. L2 | IRCLASS Systems and Solutions Private Limited L4 | B.J.MEHTA ARCHITECTURAL & STRUCTURAL CONSULTANTS PVT. LTD. L1 | KBP Civil Engineering Servises L3 | Femstruct Consulting Engineers LLP L6 | Infratech Construction & Consultancy Services L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Conducting rebound hammer test, at all specified locations prepared by removing paint, chipping the plaster on all concerened RCC structures viz. columns, beams and portal frames to assess the compressive strength of concrete as per BIS specifications etc. complete. | 285 | Nos | 60 ₹17,100 Lowest | 100 ₹28,500 | 200 ₹57,000 | 350 ₹99,750 | 350 ₹99,750 | 500 ₹1,42,500 | 177 ₹50,445 | 200 ₹57,000 | 236 ₹67,260 |
| 2.00 | Conducting ultrasonic pulse velocities tests, at all rebound hammer test locations as per BIS specifications etc. complete. | 285 | Nos | 200 ₹57,000 | 150 ₹42,750 Lowest | 300 ₹85,500 | 400 ₹1,14,000 | 350 ₹99,750 | 750 ₹2,13,750 | 295 ₹84,075 | 250 ₹71,250 | 354 ₹1,00,890 |
| 3.00 | Conducting half-cell potential meter test at all specified locations to assess the risk of corrosion including exposing the reinforcement for carrying out the test. The test shall be conducted as per BIS/ASTM specifications. The quoted rate shall include charges for filling back areas chipped for exposing the reinforcement with polymer modified mortar. 5 (five) Nos. potential observations taken at one location will form a unit for measurement purposes. Note: Rate shall be inclusive of locating the bar for conducting half cell potential meter test using profometer. | 145 | Nos | 550 ₹79,750 | 300 ₹43,500 Lowest | 350 ₹50,750 | 550 ₹79,750 | 300 ₹43,500 Lowest | 500 ₹72,500 | 383.5 ₹55,607.5 | 500 ₹72,500 | 531 ₹76,995 |
| 4.00 | Extraction and testing of concrete drill dust samples from the structure. Three drill dust samples from depths 0-10mm, 10-20mm and 20-40mm shall be collected from each location. The samples shall be tested for chlorides, sulphates and pH. Note: 1) One location samples wall be counted as one number, 2) The tests should be performed as per IS 14959 (part 2):2001 for chloride determination, and BIS/ASTM specifications for sulpahte and pH. | 145 | Nos | 5,000 ₹7,25,000 | 7,500 ₹10,87,500 | 1,800 ₹2,61,000 | 500 ₹72,500 Lowest | 2,500 ₹3,62,500 | 500 ₹72,500 Lowest | 1,003 ₹1,45,435 | 1,500 ₹2,17,500 | 1,416 ₹2,05,320 |
| 5.00 | Conducting carbonation depth test study on the drill dust samples / structures | 145 | Nos | 400 ₹58,000 | 25 ₹3,625 Lowest | 200 ₹29,000 | 350 ₹50,750 | 250 ₹36,250 | 500 ₹72,500 | 531 ₹76,995 | 150 ₹21,750 | 531 ₹76,995 |
| 6.00 | Extraction of concrete (75 mm dia) cores from locations specified and testing for crushing strength, depth of carbonation, water absorption & unit weight. The quoted rate shall include charges for filling back the core holes with polymer modified mortar and finishing etc. complete. Note: 1) Rate shall be inclusive of locating the bars (finalising the core extraction points) for extracting core using profometer, 2) reinforcement diameter and cover measurement, etc. | 70 | Nos | 6,000 ₹4,20,000 | 3,500 ₹2,45,000 | 2,500 ₹1,75,000 | 3,100 ₹2,17,000 | 2,400 ₹1,68,000 | 4,000 ₹2,80,000 | 885 ₹61,950 Lowest | 3,000 ₹2,10,000 | 2,360 ₹1,65,200 |
| 7.00 | Electrical Resistivity Test (as per attached specification) Note: 1). The rates quoted for item No. 1 to 7 shall include (i) preparation of test area including removing all layers of plasters, etc to reach original concrete surface, (ii) repair of destructed portion of concrete, plastering, etc. and making the areas as original condition with polymer modified mortar, and painting as per original on test surface area, (iii) disposing off debris, and (iv) necessary scaffolding up to 3m wherever required | 70 | Nos | 900 ₹63,000 | 200 ₹14,000 Lowest | 400 ₹28,000 | 2,500 ₹1,75,000 | 300 ₹21,000 | 1,000 ₹70,000 | 2,065 ₹1,44,550 | 2,500 ₹1,75,000 | 383 ₹26,810 |
| 8.00 | 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 Project Engineer. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding. | 1,250 | SqM | 100 ₹1,25,000 | 160 ₹2,00,000 | 270 ₹3,37,500 | 225 ₹2,81,250 | 250 ₹3,12,500 | 5 ₹6,250 Lowest | 413 ₹5,16,250 | 340 ₹4,25,000 | 413 ₹5,16,250 |
| 9.00 | Preparation and submission of two copies of draft report as specified followed by five copies of final report along with a soft copy of the same on diskette covering Non Destructive test observations, analysis, interpretation and conclusions of NDT observations, drawing out measures for durability make up, estimation of repair quantities, rate, rate analysis for major repair items. Note: 1). Police verification Certificate issued by Police is required for Contractor, Engineers, Supervisors and all the labour to work inside BARC and the same shall be arranged by the Contractor. | 1 | Nos | 1,00,000 ₹1,00,000 | 2,44,125 ₹2,44,125 | 3,50,000 ₹3,50,000 | 65,000 ₹65,000 | 1,00,000 ₹1,00,000 | 69,999 ₹69,999 | 41,300 ₹41,300 Lowest | 1,20,000 ₹1,20,000 | 50,000 ₹50,000 |
Tender Value
₹17.4 L
EMD Value
₹40,963
Closing Date
19 May 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer, NRG Projects, NRG
Office of Project Manager, Nuclear Recycle Group Projects, Nuclear Recycle Group, BARC, Trombay, Mumbai 400085
Condition Assessment of various Civil Structures of PRTRF and associated structures of NRG, BARC, Trombay, Mumbai
2025_BARC_858048_1
BARC/NRGP/ET/01/2025-2026 Dated 28/04/2025
Open Tender
Civil Works
Works
270 days
FRD, PRTRF and other NRG facilities, NRG Projects
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹40,963
WIP Ground Floor Conference Room, WIP, BARC, Tromb
6 Aug 2025
29 Apr 2025
22 May 2025
29 Apr 2025
19 May 2025
29 Apr 2025
29 Apr 2025 - 9 May 2025
9 May 2025
Amount
Conducting rebound hammer test, at all specified locations prepared by removing paint, chipping the plaster on all concerened RCC structures viz. columns, beams and portal frames to assess the compressive strength of concrete as per BIS specifications etc. complete.
Conducting ultrasonic pulse velocities tests, at all rebound hammer test locations as per BIS specifications etc. complete.
Conducting half-cell potential meter test at all specified locations to assess the risk of corrosion including exposing the reinforcement for carrying out the test. The test shall be conducted as per BIS/ASTM specifications. The quoted rate shall include charges for filling back areas chipped for exposing the reinforcement with polymer modified mortar. 5 (five) Nos. potential observations taken at one location will form a unit for measurement purposes. Note: Rate shall be inclusive of locating the bar for conducting half cell potential meter test using profometer.
Extraction and testing of concrete drill dust samples from the structure. Three drill dust samples from depths 0-10mm, 10-20mm and 20-40mm shall be collected from each location. The samples shall be tested for chlorides, sulphates and pH. Note: 1) One location samples wall be counted as one number, 2) The tests should be performed as per IS 14959 (part 2):2001 for chloride determination, and BIS/ASTM specifications for sulpahte and pH.
Conducting carbonation depth test study on the drill dust samples / structures
Extraction of concrete (75 mm dia) cores from locations specified and testing for crushing strength, depth of carbonation, water absorption & unit weight. The quoted rate shall include charges for filling back the core holes with polymer modified mortar and finishing etc. complete. Note: 1) Rate shall be inclusive of locating the bars (finalising the core extraction points) for extracting core using profometer, 2) reinforcement diameter and cover measurement, etc.
Electrical Resistivity Test (as per attached specification) Note: 1). The rates quoted for item No. 1 to 7 shall include (i) preparation of test area including removing all layers of plasters, etc to reach original concrete surface, (ii) repair of destructed portion of concrete, plastering, etc. and making the areas as original condition with polymer modified mortar, and painting as per original on test surface area, (iii) disposing off debris, and (iv) necessary scaffolding up to 3m wherever required
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 Project Engineer. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding.
Preparation and submission of two copies of draft report as specified followed by five copies of final report along with a soft copy of the same on diskette covering Non Destructive test observations, analysis, interpretation and conclusions of NDT observations, drawing out measures for durability make up, estimation of repair quantities, rate, rate analysis for major repair items. Note: 1). Police verification Certificate issued by Police is required for Contractor, Engineers, Supervisors and all the labour to work inside BARC and the same shall be arranged by the Contractor.
BECQUEREL INDUSTRIES PVT. LTD. (BID ID -3216828)
KBP Civil Engineering Servises (BID ID -3217031)
IRCLASS Systems and Solutions Private Limited (BID ID -3216908)
Infratech Construction & Consultancy Services (BID ID -3216145)
Femstruct Consulting Engineers LLP (BID ID -3217044)
Capstone Consultants Private Limited (BID ID -3216474)
Cortex Construction Solutions Pvt Ltd (BID ID -3213199)
Epicons Consultants Pvt Ltd (BID ID -3216144)
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