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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-Finance 203 ELECON CHAMBER ANDHERI KURLA ROAD VILLAGE TOWN NEAR SAKINAKA TELEPHONE EXCHA CITY ANDHERI EAST MUMBAI MAHARASHTRA 400072 INDIA | MUMBAI SUBURBAN | MAHARASHTRA | 400072 | ₹13.5 L | L1 | Accepted-Finance Being Lowest Tenderer |
| 2 | L2₹23.0 L+₹9.5 L (70.8%)Rejected-Finance B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | ₹23.0 L+₹9.5 L (70.8%) | L2 | Rejected-Finance Being Other than Lowest Tenderer |
| 3 | L3₹23.9 L+₹10.4 L (77.3%)Rejected-Finance 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | ₹23.9 L+₹10.4 L (77.3%) | L3 | Rejected-Finance Being Other than Lowest Tenderer |
| Sl No | Description | Qty | Unit | M/S. BECQUEREL INDUSTRIES PVT. LTD. L3 | GEO DESIGNS AND RESEARCH PVT LTD L2 | Capstone Consultants Private Limited L1 |
|---|---|---|---|---|---|---|
| 1.00 | Visual inspection and photography performing a visual survey of the building and recording/maping on drawing to assess extent of spelled concrete, cracked concrete, honey combing, reinfocement corrosion, delaminated concrete etc, taking photographs and videos to collect evidence of damage to structure & same to be submitted in hard and soft copy. | 7 | Nos | 84,900 ₹5,94,300 | 40,000 ₹2,80,000 Lowest | 47,000 ₹3,29,000 |
| 2.00 | Ultrasonic pulse velocity test for RCC structure in accordance with IS:516 Part-5:2018 SECTION 1 by portable ultrasonic non destructive digital test equipment including chipping out plaster at strategic locations & all photographs of conducting UPV test to be attched. | 140 | Nos | 725 ₹1,01,500 | 350 ₹49,000 Lowest | 450 ₹63,000 |
| 3.00 | Rebound hammer test :- Rebound hammer test in accordance with IS:516 Part-5:2018 SECTION 4 by portable rebound hamme equipment at strategic locations. | 140 | Nos | 600 ₹84,000 | 250 ₹35,000 Lowest | 300 ₹42,000 |
| 4.00 | Core test :- Core cutting and compression test for RCC structure in accordance with IS:516 on RCC members. 70 mm core cutting in reinforcement concrete, core filling by speialized epoxy material/micro concrete with bond coat at strategic locations & all core cutting location to be mentioned and photographs to be attached. | 42 | Nos | 4,000 ₹1,68,000 | 4,000 ₹1,68,000 | 3,000 ₹1,26,000 Lowest |
| 5.00 | Reinforcement mapping :- Reinforcement mapping test on RCC members to assess covers, spacing of bars including approximate diameter at strategic locations and report of mapping test and photographs to be attached. | 42 | Nos | 850 ₹35,700 | 800 ₹33,600 Lowest | 1,200 ₹50,400 |
| 6.00 | Chemical test for RCC structure in accordance with IS 456 2000 using ready made kits and reagents. Sample collected will be from half cell/carbonation powder. (i) Determination of PH value. (ii) Determination of water soluble sulphates. (iii) Determination of water soluble chlorides contents at strategic locations. | 90 | Nos | 650 ₹58,500 | 1,000 ₹90,000 | 600 ₹54,000 Lowest |
| 7.00 | Half cell potential test for RCC structure in accordance with IS:516 Part-5:2018 SECTION 2 half cell potential to assess the probability of corrosion of reinforcement at strategic locations. | 90 | Nos | 956.66 ₹86,099.4 | 800 ₹72,000 | 300 ₹27,000 Lowest |
| 8.00 | Carrying out pull-out test at site including drilling hole upto 200mm in column/beam at all heights and levels. Cleaning the hole with water pressure jet, inserting steel bars of max 75mm length, filling hole by Hilti chemical grout of HIT RE-500 for different bar dia all complete as directed by EIC. (test load shall be given at the time of testing depending upon the grouting length and grade of concrete. Testing shall be done by the manufacturer of chemicals as per their specification and as direcetd by EIC. | 28 | Nos | 8,000 ₹2,24,000 | 5,000 ₹1,40,000 | 3,800 ₹1,06,400 Lowest |
| 9.00 | Carbonation test for RCC structure in accordance with IS:516 Part-5:2018 SECTION 3 corbonation test to measure extent of carbonation from the concrete surface at strategic locations. | 90 | Nos | 650 ₹58,500 | 300 ₹27,000 Lowest | 300 ₹27,000 Lowest |
| 10.00 | Thermal test to identify leakage | 30 | Nos | 6,500 ₹1,95,000 | 3,000 ₹90,000 | 1,200 ₹36,000 Lowest |
Tender Value
₹30.3 L
EMD Value
₹60,520
Closing Date
11 Aug 2026, 6:55 pmClosed
LT COL ANIL KUMAR S
GARRISON ENGINEER NW KUNJALI DR HOMI BHABHA ROAD NAVY NAGAR COLABA MUMBAI 400005
8327 STRUCTURAL EXAMINATION AND SPECIFICATIONS FOR REPAIR FOR BLDG NO. P-228, P-193 AND P-43, 44, 45, 45A, P-39 AT NAVAL DOCKYARD MUMBAI UNDER GE (NW) KUNJALI
2026_MES_778478_1
8327/E8
Open Tender
Civil Works
Item Rate
183 days
GE (NW) KUNJALI
ALL AS PER TENDER DOCUMENT
8 documents required · 8 mandatory
₹500
Yes
GE (NW) KUNJALI
₹60,520
Yes
1 Sept 2026
14 Jul 2026
13 Aug 2026
25 Jul 2026
11 Aug 2026
29 Jul 2026
14 Jul 2026 - 25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Visual inspection and photography performing a visual survey of the building and recording/maping on drawing to assess extent of spelled concrete, cracked concrete, honey combing, reinfocement corrosion, delaminated concrete etc, taking photographs and videos to collect evidence of damage to structure & same to be submitted in hard and soft copy. | 7 | Nos | - | - |
| 2 | Ultrasonic pulse velocity test for RCC structure in accordance with IS:516 Part-5:2018 SECTION 1 by portable ultrasonic non destructive digital test equipment including chipping out plaster at strategic locations & all photographs of conducting UPV test to be attched. | 140 | Nos | - | - |
| 3 | Rebound hammer test :- Rebound hammer test in accordance with IS:516 Part-5:2018 SECTION 4 by portable rebound hamme equipment at strategic locations. | 140 | Nos | - | - |
| 4 | Core test :- Core cutting and compression test for RCC structure in accordance with IS:516 on RCC members. 70 mm core cutting in reinforcement concrete, core filling by speialized epoxy material/micro concrete with bond coat at strategic locations & all core cutting location to be mentioned and photographs to be attached. | 42 | Nos | - | - |
| 5 | Reinforcement mapping :- Reinforcement mapping test on RCC members to assess covers, spacing of bars including approximate diameter at strategic locations and report of mapping test and photographs to be attached. | 42 | Nos | - | - |
| 6 | Chemical test for RCC structure in accordance with IS 456 2000 using ready made kits and reagents. Sample collected will be from half cell/carbonation powder. (i) Determination of PH value. (ii) Determination of water soluble sulphates. (iii) Determination of water soluble chlorides contents at strategic locations. | 90 | Nos | - | - |
| 7 | Half cell potential test for RCC structure in accordance with IS:516 Part-5:2018 SECTION 2 half cell potential to assess the probability of corrosion of reinforcement at strategic locations. | 90 | Nos | - | - |
| 8 | Carrying out pull-out test at site including drilling hole upto 200mm in column/beam at all heights and levels. Cleaning the hole with water pressure jet, inserting steel bars of max 75mm length, filling hole by Hilti chemical grout of HIT RE-500 for different bar dia all complete as directed by EIC. (test load shall be given at the time of testing depending upon the grouting length and grade of concrete. Testing shall be done by the manufacturer of chemicals as per their specification and as direcetd by EIC. | 28 | Nos | - | - |
| 9 | Carbonation test for RCC structure in accordance with IS:516 Part-5:2018 SECTION 3 corbonation test to measure extent of carbonation from the concrete surface at strategic locations. | 90 | Nos | - | - |
| 10 | Thermal test to identify leakage | 30 | Nos | - | - |
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