MOBILIZATION and DEMOB,BOREHOLE UPTO 15 M D,BOREHOLE 15 to 30 M DEP,BOREHOLE BEYOND 30 M,SPT ALL DE
Hindustan Petroleum Corporation Ltd
Mohali, PUNJAB
Progress
Quantity
230
Category
MOBILIZATION BORING RIG
Bid Type
Two Packet Bid
Hindustan Petroleum Corporation Ltd announces a tender for MOBILIZATION BORING RIG, BORE HOLE DIA 150MM UPTO 15 M, BORE HOLE DIA 150MM FROM 15 30, BORE HOLE DIA 150MM IN HARD RO, TRIAL PIT 2M 2M 3M, EARTH RESISTIVITY TEST DEP 15M, CALIFORNIA BEARING RATIO TEST, 100 MM DIA UDS SAMPLE, 100 MM DIA SPT SAMPLE, DS SAMPLE IN PLASTIC BAGS, STATIC CONE PENETRATION TEST, DYNAMIC CONE PENETRATION TEST, GR WATER SAMPLE FOR CHEMICAL, CORE BOXES FOR SOIL SAMPLE, NATURAL MOISTURE CONTENT ON UD, ATTERBERG LIMIT, SP GRAVITY AND VOID RATIO TEST, DRY AND BULK DENSITY OF SOIL, CONSOLIDATION TEST ON SOIL, GRAIN SIZE ANALYSIS, COMPACTION TEST STD PROCTOR, COMPACTION TEST MDF PROCTOR, DIRECT SHEAR TEST, TRI AXIAL UNDRAINED UNCONSOLID, UNCONFINED COMPRESSIVE STRENGT, CHEMICAL ANALYSIS ON SOIL, CHEMICAL ANALYSIS ON GROUND WA, WHO TEST ON WATER, SWELLING PRESURE TEST, SWELLING INDEX, POROSITY TEST ON ROCK SAMPLE, OBSERVATION WELL, PREPARATION AND SUBMISSION OF REPORT, PLATE LOAD TEST IS 1888 in KHORDHA, ODISHA. Quantity: 230. Submission Deadline: 03-07-2025 21: 00: 00. Last date to apply is approaching fast!
Main Document
BOQ
BOQ
ATC
GEM_GENERAL_TERMS_AND_CONDITIONS
Hindustan Petroleum Corporation Ltd
Mohali, PUNJAB
Indian Army
EAST KHASI HILLS, MEGHALAYA
Indian Army
BETUL, MADHYA PRADESH
Indian Army
Indian Army
SOUTH WEST DELHI, DELHI
Tender Results
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| Item # | Title | Description | Quantity | Unit | Consignee | Delivery (Days) |
|---|---|---|---|---|---|---|
| 1 | MOBILIZATION BORING RIG | MOBILIZATION BORING RIG | 1 | lump sump | mlaha | 56 |
| 2 | BORE HOLE DIA 150MM UPTO 15 M | BORE HOLE DIA 150MM UPTO 15 M | 30 | meter | mlaha | 56 |
| 3 | BORE HOLE DIA 150MM FROM 15 30 | BORE HOLE DIA 150MM FROM 15 30 | 30 | meter | mlaha | 56 |
| 4 | BORE HOLE DIA 150MM IN HARD RO | BORE HOLE DIA 150MM IN HARD RO | 6 | meter | mlaha | 56 |
| 5 | TRIAL PIT 2M 2M 3M | TRIAL PIT 2M 2M 3M | 1 | each | mlaha | 56 |
| 6 | EARTH RESISTIVITY TEST DEP 15M | EARTH RESISTIVITY TEST DEP 15M | 2 | each | mlaha | 56 |
| 7 | CALIFORNIA BEARING RATIO TEST | CALIFORNIA BEARING RATIO TEST | 2 | each | mlaha | 56 |
| 8 | 100 MM DIA UDS SAMPLE | 100 MM DIA UDS SAMPLE | 20 | each | mlaha | 56 |
| 9 | 100 MM DIA SPT SAMPLE | 100 MM DIA SPT SAMPLE | 20 | each | mlaha | 56 |
| 10 | DS SAMPLE IN PLASTIC BAGS | DS SAMPLE IN PLASTIC BAGS | 50 | each | mlaha | 56 |
| 11 | STATIC CONE PENETRATION TEST | STATIC CONE PENETRATION TEST | 15 | each | mlaha | 56 |
| 12 | DYNAMIC CONE PENETRATION TEST | DYNAMIC CONE PENETRATION TEST | 15 | each | mlaha | 56 |
| 13 | GR WATER SAMPLE FOR CHEMICAL | GR WATER SAMPLE FOR CHEMICAL | 1 | each | mlaha | 56 |
| 14 | CORE BOXES FOR SOIL SAMPLE | CORE BOXES FOR SOIL SAMPLE | 2 | each | mlaha | 56 |
| 15 | NATURAL MOISTURE CONTENT ON UD | NATURAL MOISTURE CONTENT ON UD | 2 | each | mlaha | 56 |
| 16 | ATTERBERG LIMIT | ATTERBERG LIMIT | 2 | each | mlaha | 56 |
| 17 | SP GRAVITY AND VOID RATIO TEST | SP GRAVITY AND VOID RATIO TEST | 2 | each | mlaha | 56 |
| 18 | DRY AND BULK DENSITY OF SOIL | DRY AND BULK DENSITY OF SOIL | 2 | each | mlaha | 56 |
| 19 | CONSOLIDATION TEST ON SOIL | CONSOLIDATION TEST ON SOIL | 2 | each | mlaha | 56 |
| 20 | GRAIN SIZE ANALYSIS | GRAIN SIZE ANALYSIS | 2 | each | mlaha | 56 |
| 21 | COMPACTION TEST STD PROCTOR | COMPACTION TEST STD PROCTOR | 2 | each | mlaha | 56 |
| 22 | COMPACTION TEST MDF PROCTOR | COMPACTION TEST MDF PROCTOR | 2 | each | mlaha | 56 |
| 23 | DIRECT SHEAR TEST | DIRECT SHEAR TEST | 2 | each | mlaha | 56 |
| 24 | TRI AXIAL UNDRAINED UNCONSOLID | TRI AXIAL UNDRAINED UNCONSOLID | 2 | each | mlaha | 56 |
| 25 | UNCONFINED COMPRESSIVE STRENGT | UNCONFINED COMPRESSIVE STRENGT | 2 | each | mlaha | 56 |
| 26 | CHEMICAL ANALYSIS ON SOIL | CHEMICAL ANALYSIS ON SOIL | 2 | each | mlaha | 56 |
| 27 | CHEMICAL ANALYSIS ON GROUND WA | CHEMICAL ANALYSIS ON GROUND WA | 1 | each | mlaha | 56 |
| 28 | WHO TEST ON WATER | WHO TEST ON WATER | 1 | each | mlaha | 56 |
| 29 | SWELLING PRESURE TEST | SWELLING PRESURE TEST | 2 | each | mlaha | 56 |
| 30 | SWELLING INDEX | SWELLING INDEX | 2 | each | mlaha | 56 |
| 31 | POROSITY TEST ON ROCK SAMPLE | POROSITY TEST ON ROCK SAMPLE | 2 | each | mlaha | 56 |
| 32 | OBSERVATION WELL | OBSERVATION WELL | 1 | each | mlaha | 56 |
| 33 | PREPARATION AND SUBMISSION OF REPORT | PREPARATION AND SUBMISSION OF REPORT | 1 | lump sump | mlaha | 56 |
| 34 | PLATE LOAD TEST IS 1888 | PLATE LOAD TEST IS 1888 | 1 | each | mlaha | 56 |
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Experience Criteria
Past Performance
Bidder Turnover
Certificate (Requested in ATC)
OEM Annual Turnover
Additional Doc 1 (Requested in ATC)
Additional Doc 2 (Requested in ATC) *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
Key insights about ODISHA tender market
The eligibility requirements include being a registered entity with relevant licenses for conducting soil investigations, ideally with demonstrable experience in similar projects over the past five years. Additionally, bidders must comply with all legal and certification requirements as stipulated by the Ministry of Petroleum and Natural Gas.
Bidders are required to possess valid licenses and professional certifications relevant to soil investigation, including industry-standard certifications for laboratory testing procedures like the California Bearing Ratio and other geotechnical testing qualifications. These documents must be included in the bid submission.
To register for the soil investigation tender process, bidders should ensure they have their business registered with the appropriate government bodies. They must provide all necessary documentation and complete the online registration on the designated tendering platform to be considered eligible.
All documents must be submitted in electronic formats as specified by the tender guidelines. Commonly accepted formats include PDF and Word documents. Bidders must ensure that all submissions comply with the tender platform requirements to avoid disqualification.
Payment terms for the soil investigation tender are generally tied to project milestones and deliverables. Typically, a percentage of the total contract value will be released upon successful completion of certain phases, with the final payment due upon fulfillment of all contractual obligations and acceptance of deliverables by the Ministry of Petroleum and Natural Gas. Bidders should ensure their proposals clearly outline expected payment timelines in alignment with such terms.
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Main Document
BOQ
BOQ
ATC
GEM_GENERAL_TERMS_AND_CONDITIONS