Atterbergs limits IS 2720 part 5,Wet Dry Density sample minium two sample,Soil particle size distri
Indian Army
KATHUA, JAMMU & KASHMIR
Posted:
22 March 2025
Closed:
30 May 2025
GEM
GEM
Procurement Opportunity: Detrmining SBC of soil by performing standard penetration test as per IS 2131,Wet and dry density., in KATHUA, JAMMU & KASHMIR
Bid Publish Date
30-Jan-2026, 5:37 pm
Bid End Date
11-Feb-2026, 11:00 am
Value
₹98,000
Location
Progress
Issue30-Jan-2026, 5:37 pm
Technical02-Nov-2026, 9:29 am
Financial
AwardCompleted
Quantity
6
Category
Detrmining SBC of soil by performing standard penetration test as per IS 2131
Bid Type
Two Packet Bid
Categories
38
CASHEW NUT KAJU TEXTURE ANALYZER LIQUID LIMIT LNG WIND MILL ENERGY PROJECT DENSITY METER PLATFORM SCALE LIQUID CHROMATOGRAPHY LC COLUMNS AMMONIUM BISULPHATE TEXTURE ANALYSER BEARING HOLDERS SOIL EXPLORATION BARITONE HORNS SHRINKAGE LIMIT ZINC SULPHATE BROWN SUGAR SAMPLING TESTING LABORATORY SERVICE PLASTIC AIR CYLINDERS AUCTION OF WOOD BIRD FEED LABORATORY CHEMICAL ENGINEERING TESTING SERVICES BARYTES POWDER FLY ASH CLASSIFIER PENETROMETERS BULK DENSITY DIATOMACEOUS EARTH TRANSFORMER OIL TEST SIEVES BLEACHING EARTH MINERAL WATER TESTING SERVICE WORM GEAR ALLUVIUM SOIL DRY DENSITY
A tender has been published for Indian Army Detrmining SBC of soil by performing standard penetration test as per IS 2131, Wet and dry density. , Specific gravity test, Furnishing SBC report in quintuplicate, 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: 6 by. Submission Deadline: 11-02-2026 11: 00: 00. Check eligibility and apply.
Documents 4
GeM-Bidding-8909205.pdf
Main Document
BOQ Document
BOQ
BOQ Document
BOQ
GEM General Terms and Conditions Document
GEM_GENERAL_TERMS_AND_CONDITIONS
Past Similar Tenders
(Historical Results)
5 found
Making 03 number of 150mm nominal dia bore hole,Carrying out soil test,Bulk density and moisture co
Indian Army
BETUL, MADHYA PRADESH
Posted:
29 May 2025
Closed:
19 June 2025
GEM
soil investigation,soil testing,soil report,siol type,transport
Indian Army
FIROZPUR, PUNJAB
Posted:
23 July 2025
Closed:
13 August 2025
GEM
Soil Investigation Report
Indian Army
JALANDHAR, PUNJAB
Posted:
13 May 2025
Closed:
3 June 2025
GEM
Material and labour to carryout soil testing,Natural moisture content,Bulk density,Specific gravity
Indian Army
SOUTH WEST DELHI, DELHI
Posted:
4 October 2025
Closed:
14 October 2025
GEM
Tender Results
Loading results...
Bill of Quantities (BOQ)
5 Items
| 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 to 150mm dia bore hole up to 10 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 10 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. | 2 | each | ge@basoli | 10 |
| 2 | Wet and dry density. | Detrmining SBC of soil by performing standard penetration test as per IS 2131 by boring 100 mm to 150mm 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 10 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 | 10 |
| 3 | Specific gravity test | Detrmining SBC of soil by performing standard penetration test as per IS 2131 by boring 100 mm to 150mm dia bore hole up to 5 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 10 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 for exploration. | 1 | each | ge@basoli | 10 |
| 4 | Furnishing SBC report in quintuplicate | 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 | 10 |
| 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 | 10 |
Required Documents
1
Experience Criteria
2
Past Performance
3
Bidder Turnover
4
Certificate (Requested in ATC)
5
Additional Doc 1 (Requested in ATC)
6
Compliance of BoQ specification and supporting document *In case any bidder is seeking exemption from Experience / Turnover Criteria
7
the supporting documents to prove his eligibility for exemption must be uploaded for evaluation by the buyer
Technical Results
| S.No | Seller | Item | Date | Status |
|---|---|---|---|---|
| 1 | CIVIL ENGINEERING TESTING AND RESEARCH COUNCIL Under PMA | - | 11-02-2026 09:29:32 | Qualified |
| 2 | JK MATERIAL TEST HOUSE INFRACON AND CONSULTANCY PRIVATE LIMITED Under PMA | - | 10-02-2026 22:46:27 | Disqualified |
| 3 | M/S. RISHI MARKANDESHWAR ENGINEERING CONSULTANT Under PMA | - | 04-02-2026 14:07:57 | Disqualified |
| 4 | NATIONAL SOIL TESTING AND RESEARCH LABORATORIES Under PMA | - | 06-02-2026 17:22:52 | Disqualified |
| 5 | Shiva Engineering & Consultancy Services Under PMA | - | 11-02-2026 09:26:46 | Qualified |
| 6 | SHIVA TESTING AND RESEARCH LABORATORY PRIVATE LIMITED Under PMA | - | 11-02-2026 08:59:28 | Qualified |
Financial Results
| Rank | Seller | Price | Item |
|---|---|---|---|
| L1 | SHIVA TESTING AND RESEARCH LABORATORY PRIVATE LIMITED(MSE,MII)( MSE Social Category:General ) Under PMA | ₹71,000 | Item Categories : Detrmining SBC of soil by performing standard penetration test as per IS 2131,Wet and dry density., |
| L2 | CIVIL ENGINEERING TESTING AND RESEARCH COUNCIL (MSE,MII)( MSE Social Category:General ) Under PMA | ₹73,000 | Item Categories : Detrmining SBC of soil by performing standard penetration test as per IS 2131,Wet and dry density., |
| L3 | Shiva Engineering & Consultancy Services (MSE,MII)( MSE Social Category:General ) Under PMA | ₹75,000 | Item Categories : Detrmining SBC of soil by performing standard penetration test as per IS 2131,Wet and dry density., |
Explore More Opportunities
Quick Access
Unlock Tender Documents
Sign up now to access all documents
Performance Analytics
7-metric analysis with year-wise breakdown
Competitor Intelligence
Multi-dimensional analysis across 6 parameters
Market Penetration
By department, ministry, geography & category
Historical Analysis
Complete tender history with results
Documents 4
GeM-Bidding-8909205.pdf
Main Document
BOQ Document
BOQ
BOQ Document
BOQ
GEM General Terms and Conditions Document
GEM_GENERAL_TERMS_AND_CONDITIONS