Department of Military Affairs Tender by Indian Army (267314d3e)

Material and Labour for conducting soil investigation by drilling boreholes dia 150 mm and depth 06

Vadodara, Gujarat
Goods
Qty:6
Department of Military Affairs Tender by Indian Army (267314d3e)

Tender Timeline

Tender Issue
May 5, 2025 at 12:19 PM

Tender Title: Provision of Share of Works MRSAM

Reference Number: 267314d3e

Issuing Authority: Department of Military Affairs, Ministry of Defence

The Provision of Share of Works MRSAM tender aims to engage qualified contractors for the comprehensive soil investigation required for military infrastructure projects. This tender involves the procurement of materials and labor to conduct soil investigations by drilling boreholes with a diameter of 150 mm and up to a depth of 6 meters. It is imperative for potential bidders to understand the scope of work and the objectives intended to be achieved through these investigations.

Scope of Work and Objectives

The scope of work comprises conducting detailed soil investigations, which includes drilling boreholes, as well as preparing trial pits measuring 1.20 m x 1.20 m, situated 5.00 m away from the boreholes. Each borehole must be accurately logged and documented to assist in the determination of foundation locations. The soil investigation report is expected to encompass a comprehensive site plan that outlines the proposed building's outline and the numeric identification of each borehole.

Additionally, contractors are to conduct field tests to ascertain the California Bearing Ratio (CBR) following the standards prescribed in IS 2720 Part 31 (1995). The CBR represents the ratio of force per unit area necessary for the penetration of a soil mass using a standard circular piston, providing valuable data regarding the soil's bearing strength for construction purposes.

Eligibility Criteria

To qualify for participation in this tender, bidders must meet the following eligibility criteria:

  • Registration as a legal entity compliant with local laws
  • Relevant experience in soil investigation projects
  • Possession of necessary certifications and licenses for conducting geological and geotechnical investigations

Technical Requirements

Bidders will be evaluated based on compliance with specific technical requirements, including:

  • Capability to drill boreholes of specified dimensions
  • Proficiency in preparing detailed soil investigation reports
  • Familiarity with relevant Indian standards in geotechnical engineering

Financial Requirements

Prospective bidders must be prepared to provide details concerning their financial standing, including:

  • Evidence of financial viability
  • Any necessary earnest money deposit (EMD) as specified in the tender guidelines
  • Proof of past projects completed, along with their corresponding budgets

Document Submission Details

Bidders are required to submit their proposals along with necessary documents in the specified formats, ensuring that they comply with any stated guidelines regarding documentation.

Special Provisions

This tender includes special provisions aimed at encouraging micro, small, and medium enterprises (MSEs) and startups, promoting local entrepreneurship. Bidders that qualify as MSEs may have certain benefits in terms of extended timelines and reduced financial guarantees.

Evaluation Process

All submissions will undergo a systematic evaluation process, ensuring transparency and fairness. Proposals will be assessed based on their adherence to technical requirements, financial viability, and overall compliance with the tender specifications.

Delivery Locations

The work for this tender is meant for military projects where soil investigations are mandated. Specific delivery locations will be confirmed upon awarding the contract.

Contact Information

For further inquiries concerning this tender, bidders are encouraged to reach out through the official channels provided by the Department of Military Affairs.

Overall, this tender invites qualified contractors to participate in a significant project contributing to critical military infrastructure through diligent soil investigations and assessments.

Tender BOQ Items

5 Items
1.

Material and Labour for conducting soil investigation by drilling boreholes dia 150 mm and depth 06 point 0m or at which further boring is restricted refusal

Material and Labour for conducting soil investigation by drilling boreholes dia 150 mm and depth 06 point 0m or at which further boring is restricted refusal occurs due to encounter of very stiff soil comma ground or rock etc Collecting samples disturbed and undisturbed and carrying out standard penetration test SPT and report following details One Bore log data up to 06 point 0 mtr Two SPT result N values at every 0 point 50m intervals and change of strata Three Soil classifications Fourth Atterberg Limit Fifth Value of cohesion C and angle of internal friction Sixth Depth ground water table GWT in peak monsoon Lowest and peak summer Highest after correlation of result with seasonal variation of water and table in the station Seventh Swelling properties if any and remedial measures Eight SBC at different depth of foundation i e 0 point 9m comma 1 point 0m comma 1 point 20m comma 1 point 50 m comma 1 point 75m and 2 point 0m etc alonwghwith undermentioned details one All the bore holes two SBC should be worked out for following size of footing 1 point 5 into 1 point 5m 1 point 5 into 2 point 5m 2 point 0 into 2 point 5m 2 point 0 into 3 point 0m 2 point 0 into 3 point 0m Ninth Recommendation for type of foundation of RCC frame structure Tenth RL of the ground level oblique foundation level with ref to a BM should invariably be mentioned in the soil investigation report Eleventh Recommendation as regards possibilities of liquefaction of soil in case of saturated or partially saturated loose uncomplicated sandy soil Twelveth swelling index and swelling pressure in respect of black cotton soil and its depth layer Thirteen Chemical analysis for PH Electrometrically comma Sulphate and chloride contents

Qty:1
Unit:each
30
2.

Material and Labour for Preparing trial pit size 1 point 20 m into x 1 point 20 m 5 point 00m away from BH Both centrally placed upto depth

Material and Labour for Preparing trial pit size 1 point 20 m into x 1 point 20 m 5 point 00m away from BH Both centrally placed upto depth of 1 point 0 to 3 point 0 m to analysis of field and laboratory test on soil samples of disturbed and undisturbed all as per relevent IS codes

Qty:1
Unit:each
30
3.

Following parameters will form part of the Soil investigation report to be submitted by the consultants

Following parameters will form part of the Soil investigation report to be submitted by the consultants one Recommendation for filling under floor Two In area which have already been developed a brief about existing local knowledge records of trial pits bore holes etc in the vicinity and behavior of existing structure particularly those of a nature similar to that of proposed structure shall be included in report Three Every page of soil investigation report should have the name of Job for which soil investigation is being carried out stop In case of multiple sites of single job are being investigated name of each site shall be put on each page of report pertaining to the site along with the name of the Job Fourth All pages of soil investigation report shall be serially numbered stamped and signed by the Agency carrying out the soil investigation valid NABL accreditations certificate issued to the agency shall form part of the report

Qty:1
Unit:each
30
4.

A detailed site plan showing the outline of the proposed building and approx location of each bore hole duly numbered as per log of bore hole should be enclosed Location of foundation

A detailed site plan showing the outline of the proposed building and approx location of each bore hole duly numbered as per log of bore hole should be enclosed Location of foundation of adjacent structure especially those that might be impacted by the proposed construction should be indicated with details in site plan

Qty:1
Unit:each
30
5.

Conducting field california bearing Ratio as per IS 2720 Part31 1995 CBR is the ratio of force per unit area required to penetrate soil mass with a standard circular piston

Conducting field california bearing Ratio as per IS 2720 Part31 1995 CBR is the ratio of force per unit area required to penetrate soil mass with a standard circular piston at the rate of 1 point 25mm oblique Minute to the requried for corresponding penetration of a standard material submitting proper report and CBR value of existing stratum at 2 point 5 and 5 mm penetration analysis of field and laboratory test all as per relevent IS codes Note All material comma labour and tT & P required for complete the job is responsibility of the Firm oblique contractor oblique consultant

Qty:2
Unit:each
30

General Information

Item Category
Material and Labour for conducting soil investigation by drilling boreholes dia 150 mm and depth 06 point 0m or at which further boring is restricted refusal , Material and Labour for Preparing trial pit size 1 point 20 m into x 1 point 20 m 5 point 00m away from BH Both centrally placed upto depth , Following parameters will form part of the Soil investigation report to be submitted by the consultants , A detailed site plan showing the outline of the proposed building and approx location of each bore hole duly numbered as per log of bore hole should be enclosed Location of foundation , Conducting field california bearing Ratio as per IS 2720 Part31 1995 CBR is the ratio of force per unit area required to penetrate soil mass with a standard circular piston
Ministry Name
Ministry of Defence
Department Name
Department of Military Affairs
Organisation Name
Indian Army
State
Gujarat
City
Vadodara

Financial Information

Bid Offer Validity
30 (Days)
Arbitration Clause
No
Mediation Clause
No

Evaluation and Technical Information

Evaluation Method
Total value wise evaluation
RA Qualification Rule
H1-Highest Priced Bid Elimination
Inspection Required
Yes
Technical Clarifications Time
5 Days

Tender Documents

4 Documents
GeM-Bidding-7700836.pdfMain Document
BOQ DocumentBOQ BOQ
BOQ DocumentBOQ BOQ
GEM General Terms and Conditions DocumentGEM_GENERAL_TERMS_AND_CONDITIONS

Documents Required from Seller

  • Experience Criteria
  • OEM Authorization Certificate *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

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Frequently Asked Questions

The eligibility requirements include being a registered entity with the necessary legal compliance, experience in soil investigation projects, and the possession of relevant certifications and licenses to conduct geological and geotechnical investigations. Additionally, bidders must demonstrate financial viability and capability.

The technical specifications necessitate the ability to drill boreholes of 150 mm in diameter and to a depth of 6 meters. Bidders must also be proficient in preparing comprehensive soil investigation reports that comply with IS 2720 standards, particularly focusing on California Bearing Ratio testing procedures and documentation formats.

The submission methods involve providing proposals along with all required documents in the specified formats by the stipulated deadline. Bidders must ensure that all submissions are complete and meet the compliance criteria outlined in the tender documentation as incorrect submissions may lead to disqualification.

The tender contains benefits for Micro, Small, and Medium Enterprises (MSEs), which may include relaxed financial guarantees, extended deadlines for submissions, and other supportive measures designed to encourage local entrepreneurship and participatory bidding processes.

The payment terms will typically align with standard procurement practices, ensuring that contractors are compensated upon satisfactorily completing various milestones of the project. Details about advance payments, performance guarantees, and timelines for payment processing will be outlined in the tender’s financial guidelines.

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