Hindustan Petroleum Corporation Limited Soil Investigation Tender India 2025 – Bore Hole & Lab Tests, Mobilization Demobilization
Hindustan Petroleum Corporation Ltd
RAIPUR, CHHATTISGARH
Bid Publish Date
04-Feb-2026, 10:24 am
Bid End Date
16-Feb-2026, 11:00 am
Value
₹42,000
Location
Progress
Quantity
5
Category
Conducting of trial.
Bid Type
Two Packet Bid
Indian Army invites bids for Detrmining SBC of soil by performing standard penetration test as per IS 2131. , Conducting of trial. , Furnishing SBC report in quintuplicate. , Rate including all items of works necessary for carrying out complete soil exploration work collection of sample testing, Soil Investigaton report should contain site class as per table 4 5 of IS 1893 2025 Part Depth of exploration should be as per table 5. in KATHUA, JAMMU & KASHMIR. Quantity: 5. Submission Deadline: 16-02-2026 11: 00: 00. Submit your proposal before the deadline.
Main Document
BOQ
BOQ
GEM_GENERAL_TERMS_AND_CONDITIONS
Hindustan Petroleum Corporation Ltd
RAIPUR, CHHATTISGARH
Indian Army
JALANDHAR, PUNJAB
Office Of Dg R & D (r & M)
SOUTH WEST DELHI, DELHI
Indian Army
PATIALA, PUNJAB
Armed Forces Tribunal
SOUTH ANDAMAN, ANDAMAN & NICOBAR
Tender Results
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| Item # | Title | Description | Quantity | Unit | Consignee | Delivery (Days) |
|---|---|---|---|---|---|---|
| 1 | Detrmining SBC of soil by performing standard penetration test as per IS 2131. | Detrmining SBC of soil by performing standard penetration test as per IS 2131 by boring 100 mm dia bore hole up to 6 meter depth from NGL or refusal along with SPT at every change in sratumor at intervals of not more than 1 50 mtr depth whichever is earlier all as per IS 2131 1981reffered 1997 soil investigation will be carried out as per IS 1892 1979 in case of gravely or boulder Starta an open pit upto 3 mtr depth alongwith dynamic cone penetration test as per IS 4968 upto 6 mtr or upto refusal whichever is earlier collection of soil samples disturbed or undisturbed computation of bearing capacity complete with lab analysis as per relevant IS code such as .Note a Atterbergs limits IS 2720 part 5 Wet and dry density. Soil particle size distribution using sieve analysis Hurdometer analysis. Tri axial shear test C determination Shrinkage test 1 2m 1 5m 1 8m 2 0m and 2 5m each building and type of building soil investigation details. Consolidation test. Specific garbity test.Crushing strength of rocks sample. Permeability test. Permeability test. Chemical analysis of ground water sample. Free swell index and swelling properties of soil.Chemical analysis of soil. Natural moisture content. Liquid limit plastic limit SPT values till depth fo exploration. | 1 | each | ge@basoli | 17 |
| 2 | Conducting of trial. | Conducting of trial pit of 12 1 2 mtrs. For evaluating engineering properties of soil. Note Furnishing SBC report in quintuplicate including recording SBC for each location for the type of foundation and maintaining photograph record Min three photographs per hole duly annoted as approved by Engr in charge.Rate including all items of works necessary for carrying out complete soil exploration work collection of sample testing at laboratary and field test result and submission of report five sets as per format of soil investigation report.Rate include for submission of detailed recommendation for foundation and bearing capacity og soil SBC at 15 20 3 0 m dept. typefoundation and depth of footing be cleared specified.In case very weak soil strata is encountered recommendation about pile safeload carrying capacity shall be worked out based on N value shear failure and settlement criteria.Rate include for submission of 3 copies of test report.RL of ground level foundation level with respect of BM should invariable mentioned in the soil investigation report Recommendation as regard possibility of liquefaction of soil in case of saturated loos uncompacted sandy soil | 1 | each | ge@basoli | 17 |
| 3 | Furnishing SBC report in quintuplicate. | Furnishing SBC report in quintuplicate including recording SBC for each location for the type of foundation and maintaining photograph record Min three photographs per hole duly annoted as approved by Engr in charge. | 1 | job | ge@basoli | 17 |
| 4 | Rate including all items of works necessary for carrying out complete soil exploration work collection of sample testing | Rate including all items of works necessary for carrying out complete soil exploration work collection of sample testing at laboratary and field test result and submission of report five sets as per format of soil investigation report. | 1 | job | ge@basoli | 17 |
| 5 | Soil Investigaton report should contain site class as per table 4 5 of IS 1893 2025 Part Depth of exploration should be as per table 5. | Soil Investigaton report should contain site class as per table 4 5 of IS 1893 2025 Part Depth of exploration should be as per table 5. | 1 | job | ge@basoli | 17 |
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Main Document
BOQ
BOQ
GEM_GENERAL_TERMS_AND_CONDITIONS