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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance BLOCK C 14 GROUND FLOOR PLOT 618 624 BHIVANDIWALA TERRACE JAGANNATH SHANKARSHETH MARG DHOBI TALAO NEAR KALBADEVI POST OFFICE MUMBAI 400002 | MUMBAI | MAHARASHTRA | 400002 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance LGF 06 OMAXE AVENUE OMAXE CITY BIJNOR ROAD LUCKNOW LUCKNOW UTTAR PRADESH 226025 UDYAM UP 50 0012526 | LUCKNOW | UTTAR PRADESH | 226025 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.4 L
Closing Date
2 Oct 2023, 6:00 pmClosed
GE(AF) B/R Chakeri Kanpur
GE(AF) B/R Chakeri Kanpur-280008
SOIL INVESTIGATION
2023_MES_619330_1
3060/EQ/GE(AF)/B/R/23-24/04/E3
Open Tender
Miscellaneous Works
Item Rate
30 days
7 AFH Kanpur Cantt
Please refer Tender documents.
1 document required · 1 mandatory
₹0
Exempted
4 Oct 2023
18 Sept 2023
4 Oct 2023
19 Sept 2023
2 Oct 2023
19 Sept 2023
Amount
QUOTATION FOR SOIL INVESTIGATION IN R/O PROVN OF ACCIDENTAL AND EMERGENCY DEPARTMENT AND CRITICAL CARE OPERATION THEATRE COMPLEX AT 7 AFH KANPUR (JOB MC/9217/296/Wks(BM) DATED 29 MAR 2023) 1. Sub Soil investiagtion as per IS1892-1979 by standard penetration test as per IS 2131-1981 Reaffirmed 2002) including laboratory testing of Soil sample for its all characteristics as per relevant IS. Bore log chart showing depth of soil strata. SBC based on Shear and settlement criteria complete all as specified and directed by Engineer-in-Charge. Notes:- (a) SPT test will be carried out for interval not more than 1.50 m and for every change in strata. (b) Dept of investigation shall be 1 to 10m depending on IS provision and site strate encountered as directed at site. (c) Exact location of bore hole shall be directed by GE in consultation with SO-1 (D) of HQ CE Nagpur Zone. (d) Bore hole for SBC for Bid= 8 Nos
Field investigation of soil by plate load test using 300mm x 300mm size plate at foundation level and determining the bearing capacity of soil as per IS-1888-1982. Submission of field ivestigation soil test report in details in 02 copies spirally binded.
R.K.Enterprises
AGRAWAL ASSOCIATES
GTECH CONSULTANCY SERVICES
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