Soil Investigation,Boring of soil,Conducting of soil tests,Recommendation of foundation,Submission
Indian Army
ERNAKULAM, KERALA
Posted:
13 May 2025
Closed:
3 June 2025
GEM
GEM
Contract Bidding Open For Conducting soil investigation,Conducting standard penetration,Depth of bore hole 15 m,Collecting di
Bid Publish Date
12-Dec-2024, 1:04 pm
Bid End Date
02-Jan-2025, 2:00 pm
Value
₹90,400
Progress
Issue12-Dec-2024, 1:04 pm
AwardPending
Quantity
18
Category
Conducting soil investigation
Bid Type
Two Packet Bid
Categories
88
EMBANKMENT CASHEW NUT CONSULTANT KAJU LNG WIND MILL ENERGY PROJECT APPARELS DENSITY METER DIAL GAUGE PLATFORM SCALE EARTH AND STONE LIQUID CHROMATOGRAPHY LC COLUMNS PREPARATION OF PRELIMINARY TEXTURE ANALYSER TRIAXIAL TEST BEARING HOLDERS BARITONE HORNS PLAN DESIGN SHRINKAGE LIMIT WATER WELLS TUBE CONDENSER BROWN SUGAR CIVIL ENGINEERING SERVICES CONSULTING ENGINEER CBR TEST AIR CYLINDERS BIRD FEED PENETROMETERS BULK DENSITY HYDRAULIC PULLER VALVE DIATOMACEOUS EARTH HYDRAULIC TOOLS BATTERY ACID HYDROMETERS TEST SIEVES THEODOLITES BLEACHING EARTH DETAIL PROJECT REPORT WORM GEAR ALLUVIUM SOIL BUILDING INFRASTRUCTURE DRY DENSITY CIVIL CONSULTANCY FILLING RAIN CUT DEVELOPMENT OF COMMERCIAL TEXTURE ANALYZER ARCHITECTURAL DRAWING SOIL EARTH SNG SURVEY WORKS BACKHOE SOIL EXPLORATION CLOTHING SILVER RIVET EQUIPMENT PIT WORK ANGLE BRACKETS GEOTECHNICAL INVESTIGATION MINE DEVELOPER HYDRAULIC JACK UNIVERSAL TESTING MACHINE ZINC SULPHATE TUBE WELL MINING ENGINEERING GAUGE LAND DEVELOPMENT POROSIMETERS EXCAVATION STOMACHERS AUCTION OF WOOD FR1 TRANSPORTATION STRUCTURE INDUSTRIAL CLUSTER BUNDI LIFTING MACHINE HYDRAULIC PEB TOPOGRAPHICAL SURVEY ALOE VERA TRANSFORMER OIL EARTH MOVING DEVELOPMENT CONSTRUCTION MINERAL LIFTING CRANE JACK AUTO CAD OPERATOR
Indian Army announces a tender for Conducting soil investigation, Conducting standard penetration, Depth of bore hole 15 m, Collecting disturbed and undisturbed, Conducting following lab test on disturbed soil, Conducting following lab test, Analysis of liquefaction, Ground Water Table and HFL, The SBC of the soil is required to be give, Preparation of Soil investigation Report, Six copies of ink signed test reports, Photographic record of geo, Plotting of a compiled sub surface, Mobilization of necessary, Excavation drilling of 150 mm dia, Topographical Survey, Detailed description of field. Quantity: 18. Submission Deadline: 02-01-2025 14: 00: 00. Last date to apply is approaching fast!
Documents 4
GeM-Bidding-7237322.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
Soil Investigation,Boring of Soil,Conducting of Soil tests,Recommendation of foundation,Submission
Indian Army
Posted:
12 December 2024
Closed:
2 January 2025
GEM
Soil Investigation,Shifting of men, materials and equipments from one bore to another,Boring 150mm
Armed Forces Tribunal
SOUTH ANDAMAN, ANDAMAN & NICOBAR
Posted:
17 June 2025
Closed:
8 July 2025
GEM
Making 150mm nominal dia bore hole,Carrying out soil test,Bulk density and moisture content test,Tr
Indian Army
BETUL, MADHYA PRADESH
Posted:
14 July 2025
Closed:
30 July 2025
GEM
Indian Army Soil Investigation, Plate Load Test & Reporting Tender Darjeeling West Bengal 2025
Indian Army
DARJEELING, WEST BENGAL
Posted:
26 December 2025
Closed:
5 January 2026
GEM
Tender Results
Loading results...
Bill of Quantities (BOQ)
17 Items
| Item # | Title | Description | Quantity | Unit | Consignee | Delivery (Days) |
|---|---|---|---|---|---|---|
| 1 | Conducting soil investigation | Conducting soil investigation test at site as per relevant specification of IS 2131 IS 6403 IS 1498 and IS 2720 and submit the report as per following including shifting of equipment from one place to another place at any distance A Drilling of 150 mm diameter bore hole in all types of soils as per depth indicated below or refusal strata which ever is earlier as per instruction of the Eng in charge Refusal defined as and when N value is 100 or more for 30 cm or part penetration | 1 | job | geafbkt@123 | 30 |
| 2 | Conducting standard penetration | a Conducting standard penetration test SPT in the bore holes at 1 00 m intervals in depth or every change of strata which ever is earlier as per IS 2131 1981or Condcuting dynamic cone penetration test DCPT in the bore holes at 1 00 m intervals in depth or every change of strate which ever is earlier as per IS 10042 1981 applicable for gravel boulder deposit type of soil | 1 | job | geafbkt@123 | 30 |
| 3 | Depth of bore hole 15 m | 1 Depth of bore hole 15 m | 2 | job | geafbkt@123 | 30 |
| 4 | Collecting disturbed and undisturbed | b Collecting disturbed and undisturbed soil sample from the location of conducting SPT or DCPT at an interval of 1 00 m depth or at change of strata whichever occurs earlier | 1 | job | geafbkt@123 | 30 |
| 5 | Conducting following lab test on disturbed soil | c Conducting following lab test on disturbed soil samples as considered necessary according to relevant specification IS 2720 and detailed result to be given in tabular form 1 Sieve analysis and Grain size distribution by Sieve analysis and hydrometer test 2 Atterberg s limit as per IS 2720 Part 5 1985 3 Natural moisture content 4 Particle size analysis test 5 Bulk density/dry density | 1 | job | geafbkt@123 | 30 |
| 6 | Conducting following lab test | d Conducting following lab test on Un disturbed soil samples as considered necessary according to relevant specification IS 2720 and detailed result to be given in tabular form Natural moisture content 2 Bulk density 3 Specific gravity 4 Free swell index and swelling properties of soil 5 Organic matter in soil if any 6 Consolidation test compressed index value 7 Triaxial compression test and determination of shear parameters C and test as per relvant IS 8 Harmful salt complete investigation as already ref | 1 | job | geafbkt@123 | 30 |
| 7 | Analysis of liquefaction | e Analysis of liquefaction potential for earthquake as per zone III of IS 1893 2016 part 1 | 1 | job | geafbkt@123 | 30 |
| 8 | Ground Water Table and HFL | Ground Water Table and HFL 1 Maximum and minimum levels of ground water in the area with source of information 2 Ground water table observed during the investigation 3 Recording the ground water table if observed upto exploration depth as per IS 6395 1973 | 1 | job | geafbkt@123 | 30 |
| 9 | The SBC of the soil is required to be give | The SBC of the soil is required to be given as per following table calculation of bearing capacity will be governed generally as per IS 8009 Part 1 1976 IS 2720 Part 2 1980 IS 6403 1980 IS 1904 1986 and IS 1080 1985 and other relevant IS codes and detailed calculations duly showing the various soil parameters or indices shall be given in the soil report as per table as shown in scope of work in the corresponding item | 1 | job | geafbkt@123 | 30 |
| 10 | Preparation of Soil investigation Report | Preparation of Soil investigation Report 1 A detailed site plan showing the approx location of each bore duly numbered as per log of borehole should be enclosed with every sites soil investigation report Location of foundation of adjacent structure espacially those that might be impacted by the proposed construction should be indicated with details in site plan 2 Every page of the Soil Investigation Report should have the Name of the Job for which Soil Investigation is being carried out In case of multiple sites of a single Job are being investigated name of each site shall be put on each page of report pertaining to the site alongwith the name of the Job 3 All pages of the Soil Investigation Report shall be serially numbered stamped and signed by the Agency carrying out the soil investigation Report should be scrutinized by GE and CWE for correctness and endorsed 4 Detailed description of field investigation soil classification and general nature of soil strata water table interpretation of test results grain size distribution curves compressive index curves site plan etc stress strain modulus by stress strain curves from triaxial tests foundation analysis and recommendations with supporting calculations regarding foundation system depth of foundation | 1 | job | geafbkt@123 | 30 |
| 11 | Six copies of ink signed test reports | 4 Six copies of ink signed test reports should be submitted with details description of field investigation carried out soil classification and general nature of soil strata water table interpretation of test results grain size distribution curves compressive index curve site plan etc listed in preceding paragraphs | 1 | job | geafbkt@123 | 30 |
| 12 | Photographic record of geo | 5 Photographic record of geo explorations as well as testing shall also form part of the report | 1 | job | geafbkt@123 | 30 |
| 13 | Plotting of a compiled sub surface | 6 Plotting of a compiled sub surface profile along the depth in both plan directions 7 Estimation of safe side slopes for excavation 8 Suitability of excavated material as back fill 9 To check for liquefaction potential 10 Soil investigation for ordinary rock or hard rock type soil shall be done as specified in IS 12070 1987 Table I 11 Any other pertinent information relating to foundation design considered necessary alongwith recommendation regarding type of foundation to be adopted and also recommendation on stability of soil with requirement of soil stabilization if any 12 The GE shall intimate the approximate type of construction utilization and dimensions of proposed bldgs to the consultant who based on geotechnical investigation should recommend type of foundation viz isolated or combined footing raft pile etc 13 In case of underground building basement construction or if requirement of temporary permanent deep excavation support measures during construction of building are envisaged necessary excavation support measures to be given by the consultant based on geotechnical investigations 14 Soil investigation report should be signed by M Tech Geotech 15 Transportation of equipment or mobilization or Dematerialization of equipment etc for soil investigation | 1 | job | geafbkt@123 | 30 |
| 14 | Mobilization of necessary | Mobilization of necessary equipemtn and manpower at site of work to carry out plate load test determination of K Valve Moduless of subgrade reaction of soil in the field in accordance to IS 9214 1979 complete in all respect as specified and directed with and including following operations a Digging out opit of desired size and depth b Placing and arranging the load plateform loading and uplaonding plateform by sand bags or any other approved weight as per requirement and recording the settelment data with 03 nos of dials gauge in horizental plain placed at 120 degree using hydraulic jack with proving righ and dial gauze of least count 02 mm and submission of report in six copies determing modulus of subgrade reaction K Value | 1 | job | geafbkt@123 | 30 |
| 15 | Excavation drilling of 150 mm dia | Excavation drilling of 150 mm dia bore holes supplemented with penetration test SPT upto 03 meter depth from sub grade level or depth of refusal whchever earlist Collection of soil samples and analysis of test data and submission of detailed test as follow Six copies on ink signed test report should be submitted with details description of field investugation and site plan duly embarked with bore hole locations 1 Loc of water table and loc of HFL 2 SPT 3 SPT Resistance Curve 4 Soil classification IS 1498 5 Grain Size Analysis IS 2720 Part 4 6 Particle Size Analysis IS 2720 Part I 7 Atterbergs limit as per IS 2720 Part 5 1985 8 Moisture density Relationships IS 2720 Part 7 and 8 9 Swelling pressure test 10 Natural moisture content US 2520 Part 2 and In situ density 11 Specific gravity 12 Shear Strength IS 2720 Part 30 13 UCS on at least two undisturebed samples from each bore hole 14 Free Swell index IS 2720 Part 40 15 Organic matter IS 2720 Part 22 16 Permeability IS 2720 Part 36 17 Consolidation test IS 2720 part 15 | 1 | job | geafbkt@123 | 30 |
| 16 | Topographical Survey | Topographical Survey a Levelling of original level at every 3m x3m grid Submission of 06 folder of calculation details for qty of cutting avg 15 cm depth in respect of top of the existing taxi track including profile of L section & X section Note 1 Soil investigation for ordinary rock or hard rock type soil shall be done as specified in IS 12070 1987 Preparation of Soil Investigation Report 1 A detailed site plan showing the approx location of each bore duly numbered as per log of borehole should be enclosed with every sites soil investigation report Location of foundation of adjacent strucutre espacially those that might be impacted by teh proposed construction should be indicated with details in site plan 2 Every page of the soil investigation report should have the Name of Job for which soil investigation is being carried out In case of multiple sites of a single job are being investigated name of each site shall be put on each page of report pertaining to the site alongwith the name of the job 3 All Page of the soil investigation report shall be serially numbered stamped and signed by teh agency carrying out the soil investigation Report should be scrutinized by GE and CWE for correctness and endorsed | 1 | sqm | geafbkt@123 | 30 |
| 17 | Detailed description of field | 4 Detailed description of field investigation soil classification and general nature of soil strata water table interpretaion of test result grain size distribution curves conpressive index curves site plan etc stress strain modulus by stress-strain curves from traixial tests foundation analysis and recommendations with supporting calculations regarding foundation system depth of foundation 5 Six copies of ink signed test reports should be submitted with details description of field investigation carried out soil classification and general nature of soil strata water table plan etc listed in preceding paragraphs 6 Photographic record of geo-explorations as well as testing shall also form part of the report 7 Soil investigation report should be signed by MTech Geotech 8 Suitability of excavated material as back fill | 1 | job | geafbkt@123 | 30 |
🤖 AI-Powered Bidder Prediction
Discover companies most likely to bid on this tender
Live AI
Historical Data
Required Documents
1
Experience Criteria
2
Past Performance
3
Bidder Turnover
4
Certificate (Requested in ATC)
5
OEM Authorization Certificate
6
OEM Annual Turnover *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
Frequently Asked Questions
What are the eligibility requirements for bidders in this tender?
The eligibility requirements include being a registered entity with at least three years of relevant experience in conducting similar projects. Additionally, Micro and Small Enterprises (MSEs) may be exempt from the experience criteria provided they meet quality standards.
Are any certificates required for submission?
Bidders must provide various required certificates, including certificates related to experience criteria, past performance reports, bidder turnover documentation, and OEM authorization certificates.
How should bidders register for the tender?
The registration process necessitates that bidders submit all required documents electronically via the GeM portal. Bidders should ensure all certifications are up-to-date and relevant to the tender specifications.
What document formats are accepted for this tender?
Accepted document formats primarily include PDFs and other electronic formats stipulated within the documentation guidelines provided on the GeM platform.
What are the technical specifications required for the project?
The technical specifications involve conducting detailed soil investigation and testing including borehole drilling at a depth of 15 m, conduct tests on disturbed soil, and analysis of liquefaction.
What quality standards must the bidders comply with?
All subcontracted work and the principal bidding offer must comply with established quality standards as defined within the tender specifications and met through adequate documentation.
What compliance requirements must be fulfilled?
Bidders must comply with all stipulated compliance requirements, including adherence to MSE regulations, technical specifications, and presentation of prior work performance to substantiate their expertise.
How is the Earnest Money Deposit (EMD) structured?
The EMD details will be specified per the project estimate value and must be submitted electronically through the GeM portal during the bidding process.
What security performance requirements exist?
An electronic performance bank guarantee (ePBG) is required for assuring service execution upon contract award.
What are the payment terms for the project?
Payment terms will be outlined upon successful awarding of the contract and will include specific milestones related to project completion and delivery acceptance.
How are pricing evaluations conducted?
Price evaluation considerations will include itemized assessments to determine the lowest compliant bid, particularly evaluating MSE participation.
What methods are used for submission?
Submissions must be made electronically via the GeM platform, ensuring all necessary documentation is uploaded by the stipulated deadline.
When will notifications of results be made?
Notifications regarding the selection of successful bidders will be posted on the GeM portal after the evaluation process.
Are there benefits for Micro, Small, and Medium Enterprises (MSEs)?
Yes, MSEs benefit from exemptions in both experience and turnover criteria under specific compliance with quality standards.
How does the tender align with the Make in India initiative?
Bid submissions may reference Make in India compliance for local content and procurement rules, enhancing the tender’s alignment with national initiatives.
Are locals prioritized in the procurement process?
Local content procurement rules may apply, thus incentivizing participation from local firms and suppliers as outlined in government procurement guidelines.
This set of FAQs covers the essential queries and concerns that potential bidders may have while navigating through the intricacies of this tender opportunity.
Explore More Opportunities
Quick Access
Categories 4 available
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-7237322.pdf
Main Document
BOQ Document
BOQ
BOQ Document
BOQ
GEM General Terms and Conditions Document
GEM_GENERAL_TERMS_AND_CONDITIONS