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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.8 LAccepted-AOC C 131 1ST FLOOR ANTOPHILL WAREHOUSING COMPLEX VIT COLLEGE MARG WADALA EAST MUMBAI 400037 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400037 | ₹34.8 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹38.2 L+₹3.4 L (9.66%)Rejected-Finance 2 3 AMIT VIJAY APT CHSL KASTURBA CROSS ROAD NEAR BHANU PARK KANDIVALI WEST MUMBAI 400 067 | MUMBAI | MUMBAI | MAHARASHTRA | 400067 | ₹38.2 L+₹3.4 L (9.66%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹38.3 L+₹3.5 L (10.0%)Rejected-Finance 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | ₹38.3 L+₹3.5 L (10.0%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹40.0 L+₹5.2 L (15.0%)Rejected-Finance FLAT NO 1 SAMATA CHS SECTOR NO 7 SHREENAGAR THANE W 400604 | THANE | MAHARASHTRA | 400604 | ₹40.0 L+₹5.2 L (15.0%) | L4 | Rejected-Finance Being L4 |
| 5 | L5₹43.1 L+₹8.3 L (24.0%)Rejected-Finance B 248 BASEMENT BLOCK B CHITTARANJAN PARK NEW DELHI 110019 11 SOUTH DELHI DELHI 110019 | SOUTH EAST DELHI | DELHI | 110019 | ₹43.1 L+₹8.3 L (24.0%) | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | BECQUEREL INDUSTRIES PVT. LTD. L3 | Gubbi Civil Engineers L10 | STANDARD REHABILITATORS PVT.LTD L9 | B.J.MEHTA ARCHITECTURAL & STRUCTURAL CONSULTANTS PVT. LTD. L2 | Bureau Veritas (India) Pvt. Ltd L7 | Cortex Construction Solutions Pvt Ltd L5 | Epicons Consultants Pvt Ltd L8 | Capstone Consultants Private Limited L6 | Femstruct Consulting Engineers LLP L1 | ESI SERVICES INDIA LLP L11 | RENUKA CONSULTANTS (EXPLORERS AND DESIGNERS) PRIVATE LIMITED L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | NDT Test: Conducting ultra sonic pulse velocities tests, at all locations prepared after chipping the plaster, on columns, beams and portal frames to assess the integrity of concrete as per BIS/ASTM specifications etc. complete as directed by Engineer -In-Charge. | 1,500 | Each | 500 ₹7,50,000 | 281.25 ₹4,21,875 | 400 ₹6,00,000 | 350 ₹5,25,000 | 420 ₹6,30,000 | 500 ₹7,50,000 | 100 ₹1,50,000 Lowest | 250 ₹3,75,000 | 375 ₹5,62,500 | 360 ₹5,40,000 | 350 ₹5,25,000 |
| 2.00 | Conducting rebound hammer test as per BIS/ASTM standards etc. complete, as directed by Engineer -In-Charge. | 1,500 | Each | 450 ₹6,75,000 | 156.25 ₹2,34,375 | 250 ₹3,75,000 | 350 ₹5,25,000 | 350 ₹5,25,000 | 200 ₹3,00,000 | 75 ₹1,12,500 Lowest | 200 ₹3,00,000 | 290 ₹4,35,000 | 270 ₹4,05,000 | 300 ₹4,50,000 |
| 3.00 | Conducting half-cell potential meter test at all 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 potential observations taken at one location will form a unit for measurement purposes, as directed by Engineer -In-Charge. | 250 | Each | 475 ₹1,18,750 | 625 ₹1,56,250 | 500 ₹1,25,000 | 500 ₹1,25,000 | 350 ₹87,500 | 300 ₹75,000 | 400 ₹1,00,000 | 200 ₹50,000 Lowest | 475 ₹1,18,750 | 630 ₹1,57,500 | 350 ₹87,500 |
| 4.00 | Extraction and testing of concrete drill dust samples from the structure. Three drill dust samples from depths 0-15mm, 15-30mm and 30-45mm shall be collected from each location. The samples shall be tested for chlorides, sulphates, PH and alkalinity, as directed by Engineer -In-Charge. | 500 | Each | 120 ₹60,000 Lowest | 5,625 ₹28,12,500 | 4,000 ₹20,00,000 | 750 ₹3,75,000 | 350 ₹1,75,000 | 1,000 ₹5,00,000 | 4,500 ₹22,50,000 | 900 ₹4,50,000 | 800 ₹4,00,000 | 2,900 ₹14,50,000 | 500 ₹2,50,000 |
| 5.00 | Conducting test: Preparing the surface of RCC structural member such as beams, columns, slabs, water tank walls & slab etc by chipping the plastered surface/finishing/cladding to expose the concrete, cutting etc as per S-516(Part 5/Sec 3):2021 and conducting carbonation test at various depth as directed by EIC. | 500 | Each | 185 ₹92,500 Lowest | 312.5 ₹1,56,250 | 200 ₹1,00,000 | 350 ₹1,75,000 | 250 ₹1,25,000 | 500 ₹2,50,000 | 250 ₹1,25,000 | 200 ₹1,00,000 | 300 ₹1,50,000 | 600 ₹3,00,000 | 250 ₹1,25,000 |
| 6.00 | Extraction of concrete (75mm dia) cores from locations specified and testing for crushing strength, water absorption & unit weight. The quoted rate shall include charges for filling back the core holes with polymer modified mortar and finishing etc. complete and as directed by Engineer -In-Charge. | 150 | Each | 3,000 ₹4,50,000 | 3,750 ₹5,62,500 | 8,000 ₹12,00,000 | 3,500 ₹5,25,000 | 5,000 ₹7,50,000 | 4,500 ₹6,75,000 | 3,000 ₹4,50,000 | 2,400 ₹3,60,000 Lowest | 3,000 ₹4,50,000 | 5,550 ₹8,32,500 | 4,800 ₹7,20,000 |
| 7.00 | Conducting profometer scan at specified location of the structure for reinforcement steel location, size and cover measurement, etc. complete and as directed by Engineer -In-Charge. | 350 | Each | 590 ₹2,06,500 | 875 ₹3,06,250 | 1,000 ₹3,50,000 | 500 ₹1,75,000 | 250 ₹87,500 Lowest | 400 ₹1,40,000 | 400 ₹1,40,000 | 250 ₹87,500 Lowest | 350 ₹1,22,500 | 2,700 ₹9,45,000 | 300 ₹1,05,000 |
| 8.00 | Conducting an aggregate alkali reaction test on hardened concrete, you typically follow guidelines set by standards ASTM C1260 (Standard Test Method for Potential Alkali Reactivity of Aggregates) of hardened concrete at different loactions of building . The test is to conducted based on ASTM C856-77, to find out the different properties of hardened concrete such as Aggregate Characteristics, Cement Type, Microstructure, Cracking and Defects, Hydration Products, Porosity and Permeability, Color and Texture, Historical Context to estimae the Durability and Performance of concrete. The quoted rate shall include charges for filling back areas chipped for exposing the reinforcement with polymer modified mortar and submission of test reports and as directed by Engineer -In-Charge. | 75 | Each | 950 ₹71,250 | 6,250 ₹4,68,750 | 500 ₹37,500 | 3,000 ₹2,25,000 | 350 ₹26,250 Lowest | 1,500 ₹1,12,500 | 5,000 ₹3,75,000 | 10,000 ₹7,50,000 | 1,200 ₹90,000 | 4,500 ₹3,37,500 | 1,000 ₹75,000 |
| 9.00 | Conducting Linear Polarisation resistence test at all 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 and submission of test reports. 5 potential observations taken at one location will form a unit for measurement purposes, as directed by Engineer -In-Charge. | 200 | Nos | 1,200 ₹2,40,000 | 1,250 ₹2,50,000 | 1,500 ₹3,00,000 | 1,250 ₹2,50,000 | 600 ₹1,20,000 Lowest | 1,000 ₹2,00,000 | 2,000 ₹4,00,000 | 4,500 ₹9,00,000 | 2,000 ₹4,00,000 | 3,600 ₹7,20,000 | 1,800 ₹3,60,000 |
| 10.00 | Determining the surface tensile strength and bond strength of concrete (Pull Off) as per ACI 503.1R/ASTM C1583 including preparing concrete surface, drilling the concrete, bonding concrete with disk with rapid set epoxy and conducting test on old surface and newly repaired suface as directed by Engineer -In-Charge. | 75 | Nos | 3,400 ₹2,55,000 | 9,375 ₹7,03,125 | 500 ₹37,500 | 3,000 ₹2,25,000 | 150 ₹11,250 Lowest | 2,500 ₹1,87,500 | 6,000 ₹4,50,000 | 3,000 ₹2,25,000 | 4,000 ₹3,00,000 | 5,400 ₹4,05,000 | 4,000 ₹3,00,000 |
Tender Value
₹78.1 L
EMD Value
₹1.8 L
Closing Date
22 Dec 2025, 3:00 pmClosed
Chief Engineer
CED, BARC, Trombay, Mumbai
Carrying out Non-Destructive Testing (NDT) and Residual Life Assessment of Mod Lab Building, Supercomputing Facility, Bank and Post Office Building at BARC, Trombay.
2025_BARC_885669_1
BARC/CED/ET/55/2025-2026 Dated 14/11/2025
Open Tender
Civil Works
Item Rate
365 days
BARC, Trombay.
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹1.8 L
CED, BARC, Trombay, Mumbai.
16 Jun 2026
20 Nov 2025
24 Dec 2025
20 Nov 2025
22 Dec 2025
5 Dec 2025
20 Nov 2025 - 27 Nov 2025
28 Nov 2025
NDT Test: Conducting ultra sonic pulse velocities tests, at all locations prepared after chipping the plaster, on columns, beams and portal frames to assess the integrity of concrete as per BIS/ASTM specifications etc. complete as directed by Engineer -In-Charge.
Conducting rebound hammer test as per BIS/ASTM standards etc. complete, as directed by Engineer -In-Charge.
Conducting half-cell potential meter test at all 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 potential observations taken at one location will form a unit for measurement purposes, as directed by Engineer -In-Charge.
Extraction and testing of concrete drill dust samples from the structure. Three drill dust samples from depths 0-15mm, 15-30mm and 30-45mm shall be collected from each location. The samples shall be tested for chlorides, sulphates, PH and alkalinity, as directed by Engineer -In-Charge.
Conducting test: Preparing the surface of RCC structural member such as beams, columns, slabs, water tank walls & slab etc by chipping the plastered surface/finishing/cladding to expose the concrete, cutting etc as per S-516(Part 5/Sec 3):2021 and conducting carbonation test at various depth as directed by EIC.
Extraction of concrete (75mm dia) cores from locations specified and testing for crushing strength, water absorption & unit weight. The quoted rate shall include charges for filling back the core holes with polymer modified mortar and finishing etc. complete and as directed by Engineer -In-Charge.
Conducting profometer scan at specified location of the structure for reinforcement steel location, size and cover measurement, etc. complete and as directed by Engineer -In-Charge.
Conducting an aggregate alkali reaction test on hardened concrete, you typically follow guidelines set by standards ASTM C1260 (Standard Test Method for Potential Alkali Reactivity of Aggregates) of hardened concrete at different loactions of building . The test is to conducted based on ASTM C856-77, to find out the different properties of hardened concrete such as Aggregate Characteristics, Cement Type, Microstructure, Cracking and Defects, Hydration Products, Porosity and Permeability, Color and Texture, Historical Context to estimae the Durability and Performance of concrete. The quoted rate shall include charges for filling back areas chipped for exposing the reinforcement with polymer modified mortar and submission of test reports and as directed by Engineer -In-Charge.
Conducting Linear Polarisation resistence test at all 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 and submission of test reports. 5 potential observations taken at one location will form a unit for measurement purposes, as directed by Engineer -In-Charge.
Determining the surface tensile strength and bond strength of concrete (Pull Off) as per ACI 503.1R/ASTM C1583 including preparing concrete surface, drilling the concrete, bonding concrete with disk with rapid set epoxy and conducting test on old surface and newly repaired suface as directed by Engineer -In-Charge.
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, as directed by Engineer -In-Charge. Note: 1. The rates quoted for item No. 1 to 10 shall include preparation of test area, making good the areas with polymer modified mortar, disposing off debris and necessary scaffolding arrangements for testing
Conduct distress mapping Analysis for each floor in Mod labs building including mezzanine floors, various rooms, various laboratory , staircase, porch, Mod labs outside etc. all the areas of Mod Labs, Super Computing Facility Building, Post Office Building and Bank Building. Distress symptoms will be marked on floor plan as per notation used or as directed by Project Engineer and prepare data sheets mentioning exact location of each crack, height, and width of crack and 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 distress mapping Analysis observations and conclusions along with photos etc., Complete as directed by Engineer-in-Charge. Note: Condition Survey of the area under consideration shall be carried out, which includes a) Visual Inspection: Grouping of structural members should be done during visual inspection based on environmental exposure conditions e.g. external and internal members. Also, identification of Corrosion prone locations as per Visual Inspection. Follow the notations and typical worksheet for recording distress during visual inspection and damage classes based on visual inspection as per CPWD handbook on repair. The condition survey report shall comprise the output of visual inspection and NDT results. Major sections to be covered in the report shall be: (i) Identification of the cause of the distress. (ii) Systematic documentation of all observations during visual inspection, including distress maps. (iii) Systematic documentation of all test results obtained from NDTs. (iv) Determination of concrete properties based on NDTs (v) Requirement of propping of structural members to relieve part/full load acting on the member. (vi) Requirement of immediate evacuation and safety measures to prevent any immediate major mishap. (vii) Recommendations on repair/retrofit strategy with due consideration to available space and accessibility for ongoing activities. (viii) Requirements on safety measures to be adopted during execution of repair/retrofit jobs. (ix) Limitations/assumptions used. (x) Any other recommendation.
Residual Life Assessment (RLA) of RCC Structure – Carrying out residual life assessment through detailed condition survey, Non-Destructive Testing (NDT) such as Rebound Hammer, Ultrasonic Pulse Velocity, Half-Cell Potential, Core Extraction, Carbonation Testing, and chemical analysis of concrete (chlorides, sulphates, pH, alkalinity), assessment of corrosion activity using Linear Polarisation, Profometer scanning for reinforcement mapping, and preparation of detailed report with recommendations for repair and residual life expectancy, as per standard guidelines and as directed by Engineer-In-Charge.
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