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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83,800Accepted-AOC | ₹83,800 | L1 | Accepted-AOC You are placed in L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Rate quoted is high hence rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rate quoted is high hence rejected |
| 4 | Rejected-Technical 54 DIGVIJAY PLOT B H SBI BUILDING DIGVIJAY PLOT JAMNAGAR GUJARAT 361005 UDYAM GJ 10 0012685 | JAMNAGAR | GUJARAT | 361005 | - | - | Rejected-Technical Rate quoted is high hence rejected |
| 5 | Rejected-Technical | - | - | Rejected-Technical Rate quoted is high hence rejected |
Tender Value
Refer Docs
Closing Date
6 Sept 2019, 9:00 amClosed
Maj V E Pawar, GE
Garrison Engineer (AF) Jamnagar No.2, Air Force Station-2, Jamnagar -361004
Soil Investigation for the work Construction of Addl Single Officers Accn at AF Stn Jamnagar
2019_MES_277165_1
3010/06/E3
Limited
Job Works
Works
60 days
GE(AF) Jamnagar No.2
Please refer Tender documents.
1 document required · 1 mandatory
₹0
Exempted
4 Sept 2020
29 Aug 2019
7 Sept 2019
30 Aug 2019
6 Sept 2019
30 Aug 2019
(i) 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 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 10.0 mtr or upto the depth of refusal (N > 50). - 03 Jobs Conducting standard penetration test (SPT) at regular interval i.e. 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 & IS: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. (ii) 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 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)- 01 Job. Conducting standard penetration test (SPT) at regular interval i.e. 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 & IS: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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finance_311330.pdf
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