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GEM

Open Tender for Soil Investigation,Boring of soil,Conducting of soil tests,Recommendation of foundation,Submission in ERNAKULAM, KERALA

Bid Publish Date

13-May-2025, 6:42 pm

Bid End Date

03-Jun-2025, 7:00 pm

Value

₹1,84,080

Location

ERNAKULAM , KERALA

Progress

RA
Issue13-May-2025, 6:42 pm
Reverse AuctionCompleted
AwardPending
Explore all 5 tabs to view complete tender details

Quantity

65

Category

Soil Investigation

Bid Type

Two Packet Bid

Categories 56

EMBANKMENT CASHEW NUT CONSULTANT KAJU LNG WIND MILL ENERGY PROJECT CEMENT DENSITY METER PLATFORM SCALE EARTH AND STONE TEXTURE ANALYSER BEARING HOLDERS BARITONE HORNS BUILDING CONSTRUCTION SHRINKAGE LIMIT WATER WELLS BROWN SUGAR SAMPLING TESTING AIR CYLINDERS BIRD FEED LABORATORY CHEMICAL ENGINEERING TESTING SERVICES PENETROMETERS BULK DENSITY DIATOMACEOUS EARTH FINAL REPORT BLEACHING EARTH BARRACK WORM GEAR ALLUVIUM SOIL DRY DENSITY TEXTURE ANALYZER FARINOGRAPH SOIL EARTH SNG EQUIPMENT PIT WORK ANGLE BRACKETS ZINC SULPHATE ACCOMMODATION LABORATORY SERVICE MINING ENGINEERING PLASTIC CONSTRUCTION DEMOLITION LAND DEVELOPMENT POROSIMETERS AUCTION OF WOOD FR1 STRUCTURE PILE FOUNDATION INFRASTRUCTURE WORK ALOE VERA TRANSFORMER OIL DEVELOPMENT MINERAL WATER TESTING SERVICE

Public procurement opportunity for Indian Army Soil Investigation, Boring of soil, Conducting of soil tests, Recommendation of foundation, Submission of documents in ERNAKULAM, KERALA. Quantity: 65 issued by. Submission Deadline: 03-06-2025 19: 00: 00. View full details and respond.

Documents 4

GeM-Bidding-7769912.pdf

Main Document

BOQ Document

BOQ

BOQ Document

BOQ

GEM General Terms and Conditions Document

GEM_GENERAL_TERMS_AND_CONDITIONS

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Bill of Quantities (BOQ) 5 Items

Item # Title Description Quantity Unit Consignee Delivery (Days)
1 Soil Investigation Soil investigation for 02 borehole in the proposed location of Single living accn & Mess and submission of detailed soil investigation report as details mentioned below- 1. Mobilization of boring equipment for soil investigation and demobilization Of equipment after completion of work 1 ls genskoh 60
2 Boring of soil 2.Boring through all type of soil below the round level conducting standard penetration test and collection of sample upto depth of 30mtr by drilling of bore holes of dia 150mm at location as per IS 1892-1979 (Reaffirmed 2022), collecting samples of disturbed and undisturbed soil sample at 1.5mtr in interval and at every change of strata. Drilling for 3 mtr depth inside the rock is essential to ensure that boulders or layers of cemented soil are not mistaken for rock and conducting test as per relevant and latest IS code. 60 rm genskoh 60
3 Conducting of soil tests Lab investigation from a NABL Accredited lab or Govt. Eng Colleges. Soil sample be tested in lab to evaluate the following- (a) Grain size analysis, identification and classification of soil (b) Unit weight (Bulk density), natural moisture content,liquid,plastic, shrinkage limit, plasticity index specific gravity, dry density, water absorption test (Lab test),degree of saturation of soil. c ) Differential free swelling index (percentage) and swelling pressure if expansive soil is encountered. d) Shear Parameters (C-phi Analysis) and consolidation test (for cohesive soil only) e) Chemical analysis of soil and ground water (water to be obtained from bottom of the bore hole) Depth of water table below. Field permeability of test Etc. f) Presence of loose soil if any, if weak soil with lesser N value as specified in table- 1 of IS 1893 (Part-1) 2016 is encountered then evaluation of liquefaction potential shall be assesses and remedial action to be adopted shall be specified. (g) Crushing strength, degree of weathering (CR Value) and RQD of rock sample (h) For open foundation, calculation of Net SBC at 1.5m,2.0m,2.5m,3.0m from shear as well as settlement criteria. SBC value shall be calculated based on C-phi analysis as well as SPT value. For calculation, formula given in IS 6403 shall be used. j) Wherever pile foundation are recommended type of pile recommended depth of pile of different diameter etc shall be specified alongwith supporting calculation. Pile capacity in compression, uplift and lateral loads shall be given. k) Recommendation regarding type of foundation to be adopted and net SBC and pile capacity to be adopted. Recommendation shall be given regarding stability of soil and soil stabilization required if any. l) Bore log details duly marked on plan and their distance from adjacent prominent ref as per Appx D of IS 1892. N value depth wise shall also be shown in bore log details. m) SPT shall be done till N value 50 or refusal whichever is earlier. 2 per borehole genskoh 60
4 Recommendation of foundation 4.Recommendation of different type of foundation for the upcoming structure for provision of single living accommodation with Mess in double storey configuration by a geotechnical consultant and report duly vetted by Govt. Eng. College 1 job genskoh 60
5 Submission of documents 5.Preparation and submission of soil investigation, report which includes lab testing results and Field investing Datas bore logs etc. and safe bearing capacity of soil and pile capacity for the proposed structure Note- following will be in scope of order and must be the part of final report- (a) RL of the ground level and foundation level with ref to a BM should invariably be mentioned in the test and soil investigation report. (b) Photographic records of exploration as well as the testing shall be form the part of report. Also soil or rock samples left out after test shall be handed over to AGE B/R or Engr in-charge. (c) Recommended as regards possibility of liquidation of soil in case saturated or partially saturated loose and uncompacted sandy soil. (d) Swelling index adn swelling pressure of black cotton soil and it depth/ layer. e) Depth of ground water table (GWT) in peak monsoon and peak summer (highest) after correlation of result with seasonal variation of water table in the station. (f) Recommendation for filling under floors and improvement of existing subsoil using proper soil stabilization methods or stabilization of soil underneath foundation systems. (g) Quoted rate is deemed to be inclusive of demolition if old cement concrete is encountered at site. 1 job genskoh 60

Required Documents

1

Experience Criteria

2

Past Performance

3

Bidder Turnover

4

Certificate (Requested in ATC)

5

Compliance of BoQ specification and supporting document *In case any bidder is seeking exemption from Experience / Turnover Criteria

6

the supporting documents to prove his eligibility for exemption must be uploaded for evaluation by the buyer

Reverse Auction Schedule

Completed

Start

10-Jun-2025, 4:00 pm

End

11-Jun-2025, 4:00 pm

Duration: 24 hours

Reverse Auction Document

✅ RA concluded. Check financial results for final rankings.

Reverse Auction Results Final Prices

These are the final prices after the reverse auction event. Prices may be lower than initial bids.

Rank Seller Final Price Item
L1AAKASH MARKET(MSE)   Under PMA Winner ₹1,83,310Item Categories : Soil Investigation,Boring of soil,Conducting of soil tests,Recommendation of foundation,Submission
L2SHIVA TESTING AND RESEARCH LABORATORY PRIVATE LIMITED (MSE)   Under PMA₹1,83,500Item Categories : Soil Investigation,Boring of soil,Conducting of soil tests,Recommendation of foundation,Submission

🎉 L1 Winner

AAKASH MARKET(MSE)   Under PMA

Final Price: ₹1,83,310

Frequently Asked Questions

Key insights about KERALA tender market

What are the eligibility requirements for participation in soil investigation tenders?

The eligibility requirements include being a registered entity with the appropriate authority, having experience in soil investigations, and complying with all relevant regulations. Bidders must also provide documentation to support their capabilities.

What technical specifications are required for soil testing in the consultancy tender?

Bidders must ensure that their soil testing methods comply with established quality standards relevant to soil investigations. This includes adhering to calibration protocols, testing procedures, and reporting standards defined by regulatory bodies.

What is the Earnest Money Deposit (EMD) required for this tender?

For this tender, an Earnest Money Deposit (EMD) is compulsory. The amount will be specified in the tender documentation and needs to be submitted along with the bid to demonstrate financial commitment.

Can you explain the submission process for bids?

Bids must be submitted electronically through the specified procurement platform. It is essential to follow the detailed submission guidelines outlined in the tender documentation, including acceptable document formats and forms required.

What are the benefits for MSEs participating in government-led soil investigation tenders?

Bidders from Micro, Small, and Medium Enterprises (MSEs) are often provided with priority in evaluation, extended support in bidding processes, and may enjoy relaxed eligibility criteria. These initiatives are aimed at promoting local businesses and fostering economic growth.