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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36,100Qualified | L1 | Qualified MSE, Category: General | |
| 2 | L2₹36,400+₹300 (0.83%)Qualified | L2 | Qualified MSE, Category: General | |
| 3 | L3₹52,000+₹15,900 (44.0%)Qualified 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | L3 | Qualified MSE, Category: SC | |
| 4 | L4₹54,000+₹17,900 (49.6%)Qualified 23609 A INDERJEET SINGH BATH MANSA ROAD NEAR I T I CHOWK BATHINDA PUNJAB 151001 | BATHINDA | PUNJAB | 151001 | L4 | Qualified MSE, Category: General | |
| 5 | L5₹76,000.50+₹39,900.50 (110.5%)Qualified MASJID COLONY PANTNAGAR MASJID COLONY PANTNAGAR UDHAM SINGH NAGAR UTTARAKHAND 263145 UDYAM UK 12 0022093 05BQIPA0789B1Z9 R M MSME STATUS AS NOT VERIFIED | UDAM SINGH NAGAR | UTTARAKHAND | 263145 | L5 | Qualified MSE, Category: OBC |
Tender Value
Refer Docs
EMD Value
Exempted
Closing Date
9 Feb 2024, 1:00 pmClosed
SOIL INVESTIGATION
5969613
GEM/2024/B/4550681
Two Packet Bid
Soil Investigation,Soil Test,Soil Testing,Soil lab Testing,Test Reports
45 days
Punjab; Firozepur
Total value wise evaluation
BOQ
8 documents required · 8 mandatory
3 yrs
10%
Exempted
9 Feb 2024
30 Jan 2024
9 Feb 2024
| Item No | Item Title | Description | Qty | Unit | Consignee | Delivery (days) |
|---|---|---|---|---|---|---|
| 1 | Soil Investigation | Standard penetration test as per IS 2131 1981 in ordinary soil consisting of clay silt sand of their mixture up to max 8 m depth with shell and auger method of refusel N value 30 or above which is earlier incl collection of samples testing of there sample in laboratory for grain size analysis alterberg limit water content cohesion angle of internal friction specific gravity wet and dry bulk density etc and evaluation of bearing capacity along with strata logs and submission of comprensive report in triplicate for the proposed site | 1 | Each bore | Firozpur | 45 |
| 2 | Soil Test | Standard penetration test as per IS 2131 1981 in ordinary soil consisting of clay silt sand of their mixture up to max 8 m depth with shell and auger method of refusel N value 30 or above which is earlier incl collection of samples testing of there sample in laboratory for grain size analysis alterberg limit water content cohesion angle of internal friction specific gravity wet and dry bulk density etc and evaluation of bearing capacity along with strata logs and submission of comprensive report in triplicate for the proposed site | 1 | Each bore | Firozpur | 45 |
| 3 | Soil Testing | Standard penetration test as per IS 2131 1981 in ordinary soil consisting of clay silt sand of their mixture up to max 8 m depth with shell and auger method of refusel N value 30 or above which is earlier incl collection of samples testing of there sample in laboratory for grain size analysis alterberg limit water content cohesion angle of internal friction specific gravity wet and dry bulk density etc and evaluation of bearing capacity along with strata logs and submission of comprensive report in triplicate for the proposed site | 1 | Each bore | Firozpur | 45 |
| 4 | Soil lab Testing | Standard penetration test as per IS 2131 1981 in ordinary soil consisting of clay silt sand of their mixture up to max 8 m depth with shell and auger method of refusel N value 30 or above which is earlier incl collection of samples testing of there sample in laboratory for grain size analysis alterberg limit water content cohesion angle of internal friction specific gravity wet and dry bulk density etc and evaluation of bearing capacity along with strata logs and submission of comprensive report in triplicate for the proposed site | 1 | Each bore | Firozpur | 45 |
| 5 | Test Reports | Report should be spiral binded complied along with all test reports | 3 | Copies | Firozpur | 45 |
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bid_5969613.pdf
GEM_BID
soil_testing_second_time_2024-01-30-11-24-01_6bf38ce630a366236ce855d45435abd4.pdf
BOQ
soil_testing_2024-01-30-11-24-01_2bf653d721125b72214d818e3627e8f9.csv
BOQ
gtc.pdf
OTHER
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