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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 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₹6.9 L+₹1.9 L (38.5%)Rejected-Finance | L2 | Rejected-Finance Other than being lowest | |
| 3 | L3₹7.1 L+₹2.2 L (44.2%)Rejected-Finance | L3 | Rejected-Finance Other than being lowest | |
| 4 | L4₹7.2 L+₹2.3 L (45.8%)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 | L4 | Rejected-Finance Other than being lowest | |
| 5 | L5₹7.5 L+₹2.5 L (51.0%)Rejected-Finance 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | L5 | Rejected-Finance Other than being lowest |
Tender Value
₹12 L
EMD Value
₹24,000
Closing Date
11 Apr 2022, 6:00 pmClosed
CWE (NW) Mumbai
Commander Works Engineer NW Dr Homi Bhabha Road Navy Nagar Colaba Mumbai 05
PROVISION OF STRUCTURAL AUDIT OF SIX NUMBER OVERHEAD TANK AT NAVAL DOCKYARD MUMBAI UNDER GE NW KUNJALI COLABA MUMBAI
2022_MES_514631_1
8463/CWE (NW) Mumbai/ E8
Open Tender
Civil Works
Item Rate
180 days
GE (NW) KUNJALI
Class E and above and category a (i)
7 documents required · 7 mandatory
₹500
Yes
GE (NW) Kunjali
₹24,000
Yes
25 May 2022
21 Mar 2022
13 Apr 2022
21 Mar 2022
11 Apr 2022
4 Apr 2022
21 Mar 2022 - 2 Apr 2022
Amount
Visual inspection and photography : performing visual survey of the building and recording/ maping on drawings to assess the extent of spelled concrete, cracked concrete, honey combing, reinforcement corrosion, delaminated concrete etc, taking photographs and video to collect evidence of damage to structure complete all as specified and directed by Engineer-in-Charge.
UPV Test: Ultrasonic pulse velocity test in accordance with IS : 13311 Part-I 1992 by portable ultrasonic non destructive digital test equipment after chipping the plaster. If chipping is not permitted by client, the same shall be noted complete all as specified and directed by Engineer-in-Charge.
Robound Hammer Test : Rebound hammer test in accordance with IS : 13311 Part - II 1992by portable ultrasonic non destructive digital test equipment after chipping the plaster. If chipping is not permitted by client, the same shall be noted complete all as specified and directed by Engineer-in-Charge.
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 fillling by specialized epoxy material/micro concrete with bond coat complete all as specified and directed by Engineer-in-Charge.
Cover Depth : For RCC structure in accordance with BS 1881-204 : 1998 to measure the distance between the surface and the rebar so as to determine spacing between rebars and the concrete cover complete all as specified and directed by Engineer-in-Charge.
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 powdercomplete all as specified and directed by Engineer-in-Charge. (a) Determination of of PH valve (b) Determination of water soluble sulphates, chlorides contents.
Half cell potential test of RC structure in accordance with ASTM C876 half cell potential to assess the probability of corrosin of reinforcement complete all as specified and directed by Engineer-in-Charge.
Carbonation test for RCC structure in accordance with BS 1881-201-1986 clause 2.22 carbonation test to measures extent of carbonation from the concrete surface complete all as specified and directed by Engineer-in-Charge.
Ultrasonic guage thickness test complete all as specified and directed by Engineer-in-Charge.
Dye penetration test complete all as specified and directed by Engineer-in-Charge.
Magnetic Particle test complete all as specified and directed by Engineer-in-Charge.
Errection and removal of steel scaffolding to facilitateaccessbility to test location complete all as specified and directed by Engineer-in-Charge.
Survey the bldg members in plinth, super structure to assess the condition of building/structure based on visual inspection, NDT and photographs and submit status of building complete all as specified and directed by Engineer-in-Charge.
To provide recommendation for structure repairs and technical specifications to be adopted for repairs based on the inspection and test results. Preparing bill of quantities for the repairs detailed specifications and workman ship of items, and submit the report in six set in hard copies and three sets in soft copies (CDs of photo, video and BOQ) all as specified and directed by Engineer-in-Charge, (One bldg considered in one job)
Vetting of report from IIT for each building separately (Separate vetting for all bldg considered in separate job)
KBP CIVIL ENGINEERING SERVISES
S P BAGWE CONSULTANTS PRIVATE LIMITED
Capstone Consultants Private Limited
M/S. BECQUEREL INDUSTRIES PVT. LTD.
GEO DESIGNS AND RESEARCH PVT LTD
Diamond Construction
AN-ICON Engineering Technologies And Infrastructure Developments Pvt. Ltd
Epicons Consultants Pvt Ltd
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