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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance 2 3 AMIT VIJAY APT CHSL KASTURBA CROSS ROAD NEAR BHANU PARK KANDIVALI WEST MUMBAI 400 067 | MUMBAI | MUMBAI | MAHARASHTRA | 400067 | Admitted-Finance |
| 2 | Admitted-Finance B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
₹5.0 L
Closing Date
11 Jun 2020, 6:00 pmClosed
COL N K SAH
CWE AF LOHEGAON
JOB ORDER FOR Provision of Consultancy work for structural audit of 121 HF HANGER and BUILDING at AIR PORT AREA Santacruz Mumbai
2020_MES_342324_2
30011/01/2020/E3
Limited
Architecture/Interior Design
Works
30 days
CWE AF LOHEGAON
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
13 Jun 2020
27 May 2020
13 Jun 2020
28 May 2020
11 Jun 2020
29 May 2020
SURVEY AND STRUCTURAL AUDIT (a) Sliding steel door shutters at front entrance of hanger comprising motor operated 06 Nos. Sliding shutters from one side and 06 Nos sliding shutters from another side for opening of size 42.67 meter wide x 9.14 meter clear height. Note: At present, this sliding door shutters is not in working condition. 01 No. (b) PEB Structure for 121 HF Hanger (42.67 meter wide x 80.00 Meter long x 12.80 Meter height at redge level) comprising 11 Nos steel stanchion if ISMC on each size having in built steel turss of ISMC and GI roof sheets over 29 Nos. ISMC purlins over steel truss. Both long side of this hanger is closed with 1.50 meter heigh brick wall above floor level with semi corrugated AC sheets fixed with steel frame work above 1.50 meter heigh brick wall. 01 No. (c) Isolated annexe administrative building comprising RCC framed structure on one side of hanger (Ground + partly at first floor) having RCC columns and RCC roof. 01 No. Testing work as per the standard method for the structures as below:- (a) Concrete cores for compressive strength. (b) Surface Hardness by Rebound hammer. (c) Ultrasonic pulse velocity for quality of concrete. (d) Petrography. (e) Sulphate content. (f) Half-cell potential. (g) Cover depth. (h) Carbonation depth. (j) Chloride concentration
Venu Consultants Pvt Ltd
GEO DESIGNS AND RESEARCH PVT LTD
Sai Geotechnical Lab
INERTIA ENGINEERING SOLUTIONS
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