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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC 2 3 AMIT VIJAY APT CHSL KASTURBA CROSS ROAD NEAR BHANU PARK KANDIVALI WEST MUMBAI 400 067 | MUMBAI | MUMBAI | MAHARASHTRA | 400067 | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹9.8 L+₹2.8 L (40.7%)Rejected-Finance 203 ELECON CHAMBER ANDHERI KURLA ROAD VILLAGE TOWN NEAR SAKINAKA TELEPHONE EXCHA CITY ANDHERI EAST MUMBAI MAHARASHTRA 400072 INDIA | MUMBAI SUBURBAN | MAHARASHTRA | 400072 | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹10.0 L+₹3.0 L (43.9%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹10.5 L+₹3.6 L (51.5%)Rejected-Finance | L4 | Rejected-Finance NOT LOWEST | |
| 5 | L5₹11.4 L+₹4.5 L (65.0%)Rejected-Finance 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | L5 | Rejected-Finance NOT LOWEST |
| Sl No | Description | Qty | Unit | B J MEHTA ARCHITECTURAL AND STRUCTURAL CONSULTANTS PVT.LTD. L1 | IDDC Engineers Private Limited L8 | GEO DESIGNS AND RESEARCH PVT LTD L6 | Epicons Consultants Pvt Ltd L9 | KBP CIVIL ENGINEERING SERVISES L3 | M/S. BECQUEREL INDUSTRIES PVT. LTD. L5 | INERTIA ENGINEERING SOLUTIONS L4 | Capstone Consultants Private Limited L2 | COMTEN CONSULTING ENGINEERS PRIVATE LIMITED L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L carrying out non-destructive test for assesment of structural stabilty of buildings by coducting following tests on structural members of each building viz. plinth beam, columns, lintel beams, roof beams, slabs structural steel members etc and evaluting structural stability of building Nos P-25, P-121, P-135 & P-145 (Large Hangers) (a) For RCC Elements : As per IS 13311 P-1 & 2/IS 516P-5 Sec 1 (i) Rebound hammer test in accordance with IS:13311 Part-2 1992 by portable rebound hammer equipment at strategic locations. (ii) Ultrasonic pulse velocity test for RCC structure in accordance with IS:13311 Part-I 1992 by portable ultrasonic non destructurctive digital test equipment including chipping out plaster at strategic locations. | 4 | Each Job (Per Building) | 1,48,500 ₹5,94,000 Lowest | 2,53,600 ₹10,14,400 | 2,50,000 ₹10,00,000 | 4,16,500 ₹16,66,000 | 1,99,420 ₹7,97,680 | 2,57,280 ₹10,29,120 | 2,00,000 ₹8,00,000 | 2,05,000 ₹8,20,000 | 2,70,000 ₹10,80,000 |
| 1.01Item No 1 Contd... (iii) Half cell potential test for RCC structure in accordance with ASTM C876 half cell potential to assess the probability of corrossion of reinforcement at strategic locations. (iv) Carbonation test for RCC structure in accordance with BS 1881-201-1986 clause 2.22 corbonation test to measure extent of carbonation from the concrete surface at strategic locations. (v)Core test :- Core cutting and compression test for RCC structure in accordance with IS:516 on RCC structure in accordance with IS:516 on RCC members 70mm core cutting in reinforcement concrete, core filling by speialized epoxy material/micro concrete with bond coat at strategic locations (b) For Steel Elements: As per IS 17635 or AWS D1.1 (i) Ultrasonic test of weld joint as per IS 15531:2004 (ii) Magnetic particle test of weld joint as per IS 10724:1990 (iii)Hardness test of weld joint and plates as per IS 822:1970 (v) (iv) Ultrasonic thickness gauging of plate as per IS 1553: 2004 (c) Provide visual insepection and photography performing a visual survey of the building and recording/maping on drawing to assess extent of spelled concrete, cracked concrete, honey combine, reinforcement corrosion, delaminated concrete etc., taking photographs to collect evidence of damage to structure, Report comprising test results of each building , recommondation for stuctural repairs and technical specification, Preparing bill of quantities for the repair etc for each building., All as specified and directed. | ||||||||||||
| 1.02 | Item No 1 Contd… (d) Vetting of report from Government Engineering College/NIT/IIT with clear recomondation of whether the building is sage / unsafe / unsafe to habitat indicating building numbers . | - | - | - | - | - | - | - | - | - | - | - |
| 2.00 | All as per Item No 1 above but for building No P-46 (Small Hanger). | 1 | Each Job (Per Building) | 99,000 ₹99,000 Lowest | 3,80,400 ₹3,80,400 | 2,00,000 ₹2,00,000 | 2,50,000 ₹2,50,000 | 1,99,420 ₹1,99,420 | 1,14,000 ₹1,14,000 | 2,50,000 ₹2,50,000 | 1,55,000 ₹1,55,000 | 2,16,000 ₹2,16,000 |
Tender Value
₹15.5 L
EMD Value
₹31,000
Closing Date
27 Jun 2025, 6:00 pmClosed
CWE DEOLALI
HQ CWE DEOLALI, ONSLOW ROAD, DEOLALI (MH) - 422401
AS PER TENDER DOCUMENTS
2025_MES_712796_1
83699/E8
Open Tender
Civil Works
Item Rate
60 days
NASIK
AS PER NIT
7 documents required · 7 mandatory
₹500
Yes
GE NASIK ROAD CAMP
₹31,000
Yes
9 Sept 2025
6 Jun 2025
4 Jul 2025
6 Jun 2025
27 Jun 2025
20 Jun 2025
7 Jun 2025 - 14 Jun 2025
Amount
M&L carrying out non-destructive test for assesment of structural stabilty of buildings by coducting following tests on structural members of each building viz. plinth beam, columns, lintel beams, roof beams, slabs structural steel members etc and evaluting structural stability of building Nos P-25, P-121, P-135 & P-145 (Large Hangers) (a) For RCC Elements : As per IS 13311 P-1 & 2/IS 516P-5 Sec 1 (i) Rebound hammer test in accordance with IS:13311 Part-2 1992 by portable rebound hammer equipment at strategic locations. (ii) Ultrasonic pulse velocity test for RCC structure in accordance with IS:13311 Part-I 1992 by portable ultrasonic non destructurctive digital test equipment including chipping out plaster at strategic locations.
Item No 1 Contd... (iii) Half cell potential test for RCC structure in accordance with ASTM C876 half cell potential to assess the probability of corrossion of reinforcement at strategic locations. (iv) Carbonation test for RCC structure in accordance with BS 1881-201-1986 clause 2.22 corbonation test to measure extent of carbonation from the concrete surface at strategic locations. (v)Core test :- Core cutting and compression test for RCC structure in accordance with IS:516 on RCC structure in accordance with IS:516 on RCC members 70mm core cutting in reinforcement concrete, core filling by speialized epoxy material/micro concrete with bond coat at strategic locations (b) For Steel Elements: As per IS 17635 or AWS D1.1 (i) Ultrasonic test of weld joint as per IS 15531:2004 (ii) Magnetic particle test of weld joint as per IS 10724:1990 (iii)Hardness test of weld joint and plates as per IS 822:1970 (v) (iv) Ultrasonic thickness gauging of plate as per IS 1553: 2004 (c) Provide visual insepection and photography performing a visual survey of the building and recording/maping on drawing to assess extent of spelled concrete, cracked concrete, honey combine, reinforcement corrosion, delaminated concrete etc., taking photographs to collect evidence of damage to structure, Report comprising test results of each building , recommondation for stuctural repairs and technical specification, Preparing bill of quantities for the repair etc for each building., All as specified and directed.
Item No 1 Contd… (d) Vetting of report from Government Engineering College/NIT/IIT with clear recomondation of whether the building is sage / unsafe / unsafe to habitat indicating building numbers .
All as per Item No 1 above but for building No P-46 (Small Hanger).
Capstone Consultants Private Limited (BID ID -3333361)
KBP CIVIL ENGINEERING SERVISES (BID ID -3338355)
INERTIA ENGINEERING SOLUTIONS (BID ID -3338977)
M/S. BECQUEREL INDUSTRIES PVT. LTD. (BID ID -3338362)
GEO DESIGNS AND RESEARCH PVT LTD (BID ID -3336989)
COMTEN CONSULTING ENGINEERS PRIVATE LIMITED (BID ID -3333502)
IDDC Engineers Private Limited (BID ID -3336547)
Epicons Consultants Pvt Ltd (BID ID -3338252)
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