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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LQualified SAMTA COLONY OPPOSITE DESHBANDHU PRESS LANE 942 RAIPUR CHHATTISGARH 492001 | RAIPUR | CHHATTISGARH | 492001 | ₹1.6 L | L1 | Qualified MSE, MII, Category: General |
| 2 | L2₹1.8 L+₹21,300 (13.6%)Qualified 54 DIGVIJAY PLOT B H SBI BUILDING DIGVIJAY PLOT JAMNAGAR GUJARAT 361005 UDYAM GJ 10 0012685 | JAMNAGAR | GUJARAT | 361005 | ₹1.8 L+₹21,300 (13.6%) | L2 | Qualified MII |
| 3 | L3₹2.0 L+₹42,300 (27.0%)Qualified 130 SHASTRI MARKET VILLAGE TOWN CITY INDORE INDORE MADHYA PRADESH 452001 INDIA | INDORE | MADHYA PRADESH | 452001 | ₹2.0 L+₹42,300 (27.0%) | L3 | Qualified MII |
Tender Value
Refer Docs
EMD Value
Exempted
Closing Date
10 Feb 2022, 2:00 pmClosed
SOIL INVESTIGATION
3102264
GEM/2022/B/1907381
Conducting Soil Investigation (Bore hole) as per IS:1892:1997 upto the depth of 10.0 mtr,Conducting
45 days
Gujarat; Jamnagar
Total value wise evaluation
BOQ
3 documents required · 3 mandatory
2 yrs
₹3 L
20%
Exempted
10 Feb 2022
31 Jan 2022
10 Feb 2022
| Item No | Item Title | Description | Qty | Unit | Consignee | Delivery (days) | Spec |
|---|---|---|---|---|---|---|---|
| 1 | Conducting Soil Investigation (Bore hole) as per IS:1892:1997 upto the depth of 10.0 mtr | Conducting Soil investigation (Bre hole) as per IS:1892-1997 by manual augering or calex type rotary drilling machine of 100-150mm 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). Conducting standard penetration test (SPT) at regular i.e 1.5 m or change of strata which ever occure earlier to asertain 'N' value. Collection of disturb & undisturb (Chunk sample-through shel by tube of 70mm/100mm diameter) samples as per IS:2132:1986 & IS:1892:1979 at every 1.5m depth interval or change of strata which ever is earlier upto maximum specified depth or refusal (N>50) which ever is earlier, including cleaning, sealing, sorting & transporting to the laboratry. 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 | Each | Jamnagar | 45 | |
| 2 | Conducting Soil Investigation (Bore hole) as per IS:1892:1997 upto the depth of 6.0 mtr | Conducting Soil investigation (Bre hole) as per IS:1892-1997 by manual augering or calex type rotary drilling machine of 100-150mm 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 i.e 1.5 m or change of strata which ever occure earlier to asertain 'N' value. Collection of disturb & undisturb (Chunk sample-through shel by tube of 70mm/100mm diameter) samples as per IS:2132:1986 & IS:1892:1979 at every 1.5m depth interval or change of strata which ever is earlier upto maximum specified depth or refusal (N>50) which ever is earlier, including cleaning, sealing, sorting & transporting to the laboratry. 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. | 3 | Each | Jamnagar | 45 | - |
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bid_3102264.pdf
GEM_BID
t-c-tech-specification_2022-01-31-13-34-52_1bf1be2fbce7710b41e87ba9a00e0e84.pdf
BOQ
boq_item_sample_file-1-soil-investigation_2022-01-31-13-34-52_9de2a72ed19981cdf7ee332f53b76578.csv
BOQ
OTHER
termsCondition.pdf
OTHER
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