Making 03 number of 150mm nominal dia bore hole,Carrying out soil test,Bulk density and moisture co
Indian Army
BETUL, MADHYA PRADESH
Bid Publish Date
25-Sep-2025, 3:21 pm
Bid End Date
16-Oct-2025, 3:00 pm
EMD
₹1,23,134
Location
Progress
RAQuantity
1112
Category
California Bearing Ratio Tests
Bid Type
Two Packet Bid
Public procurement opportunity for Hindustan Petroleum Corporation Ltd Mobilization of all equipment, Drilling of Bore Holes upto 15 m, Drilling of Bore Holes 15 m 30m, Drilling of Bore Holes Hard Rock, Making Trial Pit, Plate Load Test, Earth Resistivity Test, California Bearing Ratio Tests, Collecting undisturbed soil samples UDS, Standard Penetration Test, Collection of disturbed soil samples, Conducting vane shear test, Conducting static cone penetration test, Conduct DCPT Dynamic Cone Penetration T, Collection of ground water samples, Providing core boxes, Natural Moisture Content Test, Atterberg Limits Test, Specific gravity test and void ratio, Dry and Bulk Density tests, Consolidating tests on soils, Grain size analysis GSA, Compaction Test Standard Proctor, Compaction Test Modified Proctor, Direct shear test, Triaxial Compressive Strength tests, Unconfined compressive tests, Chemical analysis of the soil, Chemical analysis of ground water, Chemical tests on water, Swelling pressure tests, Tests for free swelling index, Laboratory CBR tests, Porosity Test, Test for Water Absorbtion of rockorhard s, Unconfined compressive strength tests of, Dry density test of rockor hard soil samp, Point load index of soaked rockor hard so, Observation well, Finding and advising locations of propos, Preparation and submission of Report, Vetting of soil investigation report, Topo graphical survey in MUMBAI, MAHARASHTRA. Quantity: 1112 issued by. Submission Deadline: 16-10-2025 15: 00: 00. View full details and respond.
Main Document
BOQ
BOQ
GEM_GENERAL_TERMS_AND_CONDITIONS
Indian Army
BETUL, MADHYA PRADESH
Indian Army
SOUTH WEST DELHI, DELHI
Indian Army
SOUTH WEST DELHI, DELHI
Indian Army
Indian Army
EAST KHASI HILLS, MEGHALAYA
Tender Results
Loading results...
| Item # | Title | Description | Quantity | Unit | Consignee | Delivery (Days) |
|---|---|---|---|---|---|---|
| 1 | Mobilization of all equipment | Mobilization of all equipment | 1 | eac | con39.hpcl.mh | 180 |
| 2 | Drilling of Bore Holes upto 15 m | Drilling of Bore Holes upto 15 m | 75 | mr | con39.hpcl.mh | 180 |
| 3 | Drilling of Bore Holes 15 m 30m | Drilling of Bore Holes 15 m 30m | 75 | mr | con39.hpcl.mh | 180 |
| 4 | Drilling of Bore Holes Hard Rock | Drilling of Bore Holes Hard Rock | 25 | mr | con39.hpcl.mh | 180 |
| 5 | Making Trial Pit | Making Trial Pit | 2 | eac | con39.hpcl.mh | 180 |
| 6 | Plate Load Test | Plate Load Test | 2 | eac | con39.hpcl.mh | 180 |
| 7 | Earth Resistivity Test | Earth Resistivity Test | 2 | eac | con39.hpcl.mh | 180 |
| 8 | California Bearing Ratio Tests | California Bearing Ratio Tests | 2 | eac | con39.hpcl.mh | 180 |
| 9 | Collecting undisturbed soil samples UDS | Collecting undisturbed soil samples UDS | 5 | eac | con39.hpcl.mh | 180 |
| 10 | Standard Penetration Test | Standard Penetration Test | 75 | eac | con39.hpcl.mh | 180 |
| 11 | Collection of disturbed soil samples | Collection of disturbed soil samples | 10 | eac | con39.hpcl.mh | 180 |
| 12 | Conducting vane shear test | Conducting vane shear test | 2 | eac | con39.hpcl.mh | 180 |
| 13 | Conducting static cone penetration test | Conducting static cone penetration test | 5 | eac | con39.hpcl.mh | 180 |
| 14 | Conduct DCPT Dynamic Cone Penetration T | Conduct DCPT Dynamic Cone Penetration T | 2 | eac | con39.hpcl.mh | 180 |
| 15 | Collection of ground water samples | Collection of ground water samples | 2 | eac | con39.hpcl.mh | 180 |
| 16 | Providing core boxes | Providing core boxes | 1 | eac | con39.hpcl.mh | 180 |
| 17 | Natural Moisture Content Test | Natural Moisture Content Test | 5 | eac | con39.hpcl.mh | 180 |
| 18 | Atterberg Limits Test | Atterberg Limits Test | 5 | eac | con39.hpcl.mh | 180 |
| 19 | Specific gravity test and void ratio | Specific gravity test and void ratio | 5 | eac | con39.hpcl.mh | 180 |
| 20 | Dry and Bulk Density tests | Dry and Bulk Density tests | 5 | eac | con39.hpcl.mh | 180 |
| 21 | Consolidating tests on soils | Consolidating tests on soils | 3 | eac | con39.hpcl.mh | 180 |
| 22 | Grain size analysis GSA | Grain size analysis GSA | 10 | eac | con39.hpcl.mh | 180 |
| 23 | Compaction Test Standard Proctor | Compaction Test Standard Proctor | 3 | eac | con39.hpcl.mh | 180 |
| 24 | Compaction Test Modified Proctor | Compaction Test Modified Proctor | 3 | eac | con39.hpcl.mh | 180 |
| 25 | Direct shear test | Direct shear test | 5 | eac | con39.hpcl.mh | 180 |
| 26 | Triaxial Compressive Strength tests | Triaxial Compressive Strength tests | 3 | eac | con39.hpcl.mh | 180 |
| 27 | Unconfined compressive tests | Unconfined compressive tests | 3 | eac | con39.hpcl.mh | 180 |
| 28 | Chemical analysis of the soil | Chemical analysis of the soil | 2 | eac | con39.hpcl.mh | 180 |
| 29 | Chemical analysis of ground water | Chemical analysis of ground water | 2 | eac | con39.hpcl.mh | 180 |
| 30 | Chemical tests on water | Chemical tests on water | 2 | eac | con39.hpcl.mh | 180 |
| 31 | Swelling pressure tests | Swelling pressure tests | 2 | eac | con39.hpcl.mh | 180 |
| 32 | Tests for free swelling index | Tests for free swelling index | 2 | eac | con39.hpcl.mh | 180 |
| 33 | Laboratory CBR tests | Laboratory CBR tests | 2 | eac | con39.hpcl.mh | 180 |
| 34 | Porosity Test | Porosity Test | 2 | eac | con39.hpcl.mh | 180 |
| 35 | Test for Water Absorbtion of rockorhard s | Test for Water Absorbtion of rockorhard s | 2 | eac | con39.hpcl.mh | 180 |
| 36 | Unconfined compressive strength tests of | Unconfined compressive strength tests of | 2 | eac | con39.hpcl.mh | 180 |
| 37 | Dry density test of rockor hard soil samp | Dry density test of rockor hard soil samp | 2 | eac | con39.hpcl.mh | 180 |
| 38 | Point load index of soaked rockor hard so | Point load index of soaked rockor hard so | 2 | eac | con39.hpcl.mh | 180 |
| 39 | Observation well | Observation well | 1 | eac | con39.hpcl.mh | 180 |
| 40 | Finding and advising locations of propos | Finding and advising locations of propos | 1 | ls | con39.hpcl.mh | 180 |
| 41 | Preparation and submission of Report | Preparation and submission of Report | 1 | ls | con39.hpcl.mh | 180 |
| 42 | Vetting of soil investigation report | Vetting of soil investigation report | 1 | eac | con39.hpcl.mh | 180 |
| 43 | Mobilization of all equipment | Mobilization of all equipment | 1 | eac | con39.hpcl.mh | 180 |
| 44 | Drilling of Bore Holes upto 15 m | Drilling of Bore Holes upto 15 m | 180 | mr | con39.hpcl.mh | 180 |
| 45 | Drilling of Bore Holes 15 m 30m | Drilling of Bore Holes 15 m 30m | 120 | mr | con39.hpcl.mh | 180 |
| 46 | Drilling of Bore Holes Hard Rock | Drilling of Bore Holes Hard Rock | 60 | mr | con39.hpcl.mh | 180 |
| 47 | Making Trial Pit | Making Trial Pit | 2 | eac | con39.hpcl.mh | 180 |
| 48 | Plate Load Test | Plate Load Test | 2 | eac | con39.hpcl.mh | 180 |
| 49 | Earth Resistivity Test | Earth Resistivity Test | 3 | eac | con39.hpcl.mh | 180 |
| 50 | California Bearing Ratio Tests | California Bearing Ratio Tests | 3 | eac | con39.hpcl.mh | 180 |
| 51 | Collecting undisturbed soil samples UDS | Collecting undisturbed soil samples UDS | 12 | eac | con39.hpcl.mh | 180 |
| 52 | Standard Penetration Test | Standard Penetration Test | 180 | eac | con39.hpcl.mh | 180 |
| 53 | Collection of disturbed soil samples | Collection of disturbed soil samples | 24 | eac | con39.hpcl.mh | 180 |
| 54 | Conducting vane shear test | Conducting vane shear test | 3 | eac | con39.hpcl.mh | 180 |
| 55 | Conducting static cone penetration test | Conducting static cone penetration test | 12 | eac | con39.hpcl.mh | 180 |
| 56 | Conduct DCPT Dynamic Cone Penetration T | Conduct DCPT Dynamic Cone Penetration T | 4 | eac | con39.hpcl.mh | 180 |
| 57 | Collection of ground water samples | Collection of ground water samples | 4 | eac | con39.hpcl.mh | 180 |
| 58 | Providing core boxes | Providing core boxes | 1 | eac | con39.hpcl.mh | 180 |
| 59 | Natural Moisture Content Test | Natural Moisture Content Test | 12 | eac | con39.hpcl.mh | 180 |
| 60 | Atterberg Limits Test | Atterberg Limits Test | 12 | eac | con39.hpcl.mh | 180 |
| 61 | Specific gravity test and void ratio | Specific gravity test and void ratio | 12 | eac | con39.hpcl.mh | 180 |
| 62 | Dry and Bulk Density tests | Dry and Bulk Density tests | 6 | eac | con39.hpcl.mh | 180 |
| 63 | Consolidating tests on soils | Consolidating tests on soils | 4 | eac | con39.hpcl.mh | 180 |
| 64 | Grain size analysis GSA | Grain size analysis GSA | 24 | eac | con39.hpcl.mh | 180 |
| 65 | Compaction Test Standard Proctor | Compaction Test Standard Proctor | 4 | eac | con39.hpcl.mh | 180 |
| 66 | Compaction Test Modified Proctor | Compaction Test Modified Proctor | 4 | eac | con39.hpcl.mh | 180 |
| 67 | Direct shear test | Direct shear test | 12 | eac | con39.hpcl.mh | 180 |
| 68 | Triaxial Compressive Strength tests | Triaxial Compressive Strength tests | 4 | eac | con39.hpcl.mh | 180 |
| 69 | Unconfined compressive tests | Unconfined compressive tests | 4 | eac | con39.hpcl.mh | 180 |
| 70 | Chemical analysis of the soil | Chemical analysis of the soil | 4 | eac | con39.hpcl.mh | 180 |
| 71 | Chemical analysis of ground water | Chemical analysis of ground water | 3 | eac | con39.hpcl.mh | 180 |
| 72 | Chemical tests on water | Chemical tests on water | 3 | eac | con39.hpcl.mh | 180 |
| 73 | Swelling pressure tests | Swelling pressure tests | 5 | eac | con39.hpcl.mh | 180 |
| 74 | Tests for free swelling index | Tests for free swelling index | 3 | eac | con39.hpcl.mh | 180 |
| 75 | Laboratory CBR tests | Laboratory CBR tests | 3 | eac | con39.hpcl.mh | 180 |
| 76 | Porosity Test | Porosity Test | 3 | eac | con39.hpcl.mh | 180 |
| 77 | Test for Water Absorbtion of rockorhard s | Test for Water Absorbtion of rockorhard s | 3 | eac | con39.hpcl.mh | 180 |
| 78 | Unconfined compressive strength tests of | Unconfined compressive strength tests of | 3 | eac | con39.hpcl.mh | 180 |
| 79 | Dry density test of rockor hard soil samp | Dry density test of rockor hard soil samp | 3 | eac | con39.hpcl.mh | 180 |
| 80 | Point load index of soaked rockor hard so | Point load index of soaked rockor hard so | 3 | eac | con39.hpcl.mh | 180 |
| 81 | Observation well | Observation well | 1 | eac | con39.hpcl.mh | 180 |
| 82 | Finding and advising locations of propos | Finding and advising locations of propos | 1 | ls | con39.hpcl.mh | 180 |
| 83 | Topo graphical survey | Topo graphical survey | 1 | ls | con39.hpcl.mh | 180 |
| 84 | Preparation and submission of Report | Preparation and submission of Report | 1 | ls | con39.hpcl.mh | 180 |
| 85 | Vetting of soil investigation report | Vetting of soil investigation report | 1 | eac | con39.hpcl.mh | 180 |
Experience Criteria
Bidder Turnover
Certificate (Requested in ATC)
Additional Doc 1 (Requested in ATC)
Additional Doc 2 (Requested in ATC)
Additional Doc 3 (Requested in ATC)
Additional Doc 4 (Requested in ATC)
Compliance of BoQ specification and supporting document *In case any bidder is seeking exemption from Experience / Turnover Criteria
the supporting documents to prove his eligibility for exemption must be uploaded for evaluation by the buyer
Start
12-Nov-2025, 11:00 am
End
13-Nov-2025, 1:52 pm
Duration: 27 hours
Reverse Auction Document
✅ RA concluded. Check financial results for final rankings.
| S.No | Seller | Item | Date | Status |
|---|---|---|---|---|
| 1 | ********** Under PMA | - | 16-10-2025 12:29:52 | Evaluated |
| 2 | ********** Under PMA | - | 16-10-2025 10:36:20 | Evaluated |
| 3 | ********** Under PMA | - | 15-10-2025 23:32:05 | Evaluated |
| 4 | ********** Under PMA | - | 16-10-2025 12:48:49 | Evaluated |
| 5 | ********** Under PMA | - | 16-10-2025 11:21:24 | Evaluated |
| 6 | ********** Under PMA | - | 15-10-2025 19:08:03 | Evaluated |
| 7 | ********** Under PMA | - | 15-10-2025 23:06:11 | Evaluated |
| 8 | ********** Under PMA | - | 16-10-2025 12:14:14 | Evaluated |
| 9 | ********** Under PMA | - | 15-10-2025 13:05:22 | Evaluated |
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Main Document
BOQ
BOQ
GEM_GENERAL_TERMS_AND_CONDITIONS