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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance 54 DIGVIJAY PLOT B H SBI BUILDING DIGVIJAY PLOT JAMNAGAR GUJARAT 361005 UDYAM GJ 10 0012685 | JAMNAGAR | GUJARAT | 361005 | 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
Refer Docs
Closing Date
13 Sept 2021, 10:00 amClosed
Lt Col K V Harish
GE (AF) JAMNAGAR NO 2, Air Force Stn 2 Jamnagar
Demolition of OHT and Construction of UG Sump alongwith associated works at AF Stn Jmnagar
2021_MES_472009_1
3010/03/E3
Limited
Job Works
Works
30 days
GE (AF) JAMNAGAR NO2
Please refer tender docu
1 document required · 1 mandatory
₹0
Exempted
14 Sept 2021
1 Sept 2021
14 Sept 2021
2 Sept 2021
13 Sept 2021
2 Sept 2021
Conducting Soil investigation (bore hole) as per IS:1892-1997 by manual augering or calex type rotary drilling machine of 100-150 mm diameter with casing pipe/bentonite slurry if required, for supporting iner collapsible stratum below water table with pot holes/ helical auger in all sorts of soil (except soft soil / boulder / soft to hard rock) upto the depth of 15.0 mtr or upto the depth of refusal (N> 50). Conducting standard penetration test (SPT) at reqular ie. 1.5 m or change of strata which ever occure earlier to assertain N' value. Collection of disturb & undisturtb (chunk sample - through shel by tube of 70 mm /100 mm diameter) samples as per IS:2132 : 1986 & IS: 1892 : 1979 at every 1.5 mt depth interval or change of strata which ever is eariler up to maximum specified depth or refusal (N>50) which ever is earlier, including cleaning, sealing, sorting & transporting to the laboratoy. Conducting relevant laboratory test on the DS/ UDS Rock samples collected during exploration work as per latest Indian Standard or as specified in the scope of work. Submission of proper analytical & graphical report with detail calculation & design of soil bearing capacity, soil bearing pressure etc as per codal provision.
2 Conduting Soil investigation (bore hole) as per IS: 1892-1997 by manual augering or calex type rotary drilling machine of 100-150 mm diameter with casing pipe bentonite slurry if required, for supporting inner collapsible stratum below water table with pot holes/ helical auger in all sorts of soil (except soft soil boulder soft to hard rock) upto the depth of 6.0 mtr or upto the depth of refusal ( N> 50). Conducting standard penetration test (SPT) at regular interval ie. 1.5 m or change of strata which ever occure earlier to assertain 'N' value. Collection of disturb & undisturb (chunk sample -through shel by tube of 70 mm /100 mm dia meter) samples as per IS:2132:1986 & 1892:1979 at every 1.5 mt depth interval or change of strata which ever is earlier up to maximum specified depth or refusal (N>50) which ever is earlier, including cleaning, sealing. sorting & transporting to the laboratory. Conducting relevant laboratory test on the DS/ UDS/ Rock samples collected during exploration work as per latest Indian Standard or as specified in the scope of work. Submission of proper analytical & graphical report with detail calculation & design of soil bearing capacity, soil bearing pressure etc as per codal provision.
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