Chemicals and Fertilizers Boards / Undertakings / PSU Closing in 11 days TDR #57132570

Bids Are invited for Hiring Of Consultants - Milestone/Deliverable Based - Functional Consultants; Engineering Design, Building And Construction; No; Hybrid(As Specified In Scope Of Work) - To Investigate The Sub-Surface Condition At Site (Phosphoric

Issued by Boards / Undertakings / PSU · Raigad, Maharashtra
Tender Value
Ref. Documents
Estimated cost
Bid Submission
04 Sep 2026
11 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Gem

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Raigad → Maharashtra
EMD Exemption
Not Available
Quantity
1

Project Description

Bids Are invited for Hiring Of Consultants - Milestone/Deliverable Based - Functional Consultants; Engineering Design, Building And Construction; No; Hybrid(As Specified In Scope Of Work) - To Investigate The Sub-Surface Condition At Site (Phosphoric Acid, Sulphuric Acid, Office Building For Upcoming Projects Etc. Or As Directed). The Maximum Depth To Be Drilled Is 15 M As Per Site Condition Below Existing / Surrounding Ground Level.The Soil Investigation Includes Following:1.0 Boring 100Mm Dia Bore Holes Through All Types Of Soil And Rock Upto A Maximum Depth Of 15 M.2.0 Drilling Through Rock Using Nx Size With Double Tube Core Barrel Fitted With Diamond Studded Drill Bit 3.0 Collecting The Undisturbed Soil And Rock S Les For Laboratory Testing And Record Purpose.4.0 Conducting Standard Penetrating Test (Spt) In Each Bore Hole At Regular Interval Of 1.5 M 5.0 Conducting Electrical Resistivity Test (2 No.)6.0 Conducting All Necessary Laboratory Tests:A) Standard Penetration Testb) Specific Gravityc) Sbc At Every 3M Depthd) Natural Moisture Content E) Tri Axial Compression Testf) Hydrometer Analysisg) Liquid And Plastic Limitsh) Chemical Analysis Such As Sulphates, Chlorides, Ph Etc.I) Porosity, Density, Specific Gravity, Rqd For Rockj) Soaked Crushing Strength Of Rock7.0 Collection Of Undisturbed S Les Of Underlying Strata8.0 Arranging All Soil, Rock S Les In Boxes With Proper Nomenclature.9.0 Transporting Selected S Les And Water To A Laboratory For Conducting Necessary Tests.10.0 Analysis And Interpretation Of Field And Lab Test Data For Preparation Of Geotechnical Investigation Report.11.0 Submission Of Report With Necessary Foundation Recommendations.

BOQ

Sl. No. Item TitleItem Description
1To investigate the sub-surface condition at site (Phosphoric Acid, Sulphuric Acid, Office building for upcoming projects etc. or as directed). The maximum depth to be drilled is 15 m as per site condition below existing / surrounding ground level.The soil investigation includes following:1.0 Boring 100mm dia bore holes through all types of soil and rock upto a maximum depth of 15 m.2.0 Drilling through rock using NX size with double tube core barrel fitted with diamond studded drill bit 3.0 Collecting the undisturbed soil and rock samples for laboratory testing and record purpose.4.0 Conducting Standard Penetrating Test (SPT) in each bore hole at regular interval of 1.5 m 5.0 Conducting electrical resistivity test (2 no.)6.0 Conducting all necessary laboratory tests:a) Standard Penetration Testb) Specific Gravityc) SBC at every 3m depthd) Natural moisture content e) Tri axial compression Testf) Hydrometer Analysisg) Liquid and plastic limitsh) Chemical Analysis such as sulphates, chlorides, PH etc.i) Porosity, density, specific gravity, RQD for rockj) Soaked crushing strength of rock7.0 Collection of undisturbed samples of underlying strata8.0 Arranging all soil, rock samples in boxes with proper nomenclature.9.0 Transporting selected samples and water to a laboratory for conducting necessary tests.10.0 Analysis and interpretation of field and lab test data for preparation of Geotechnical investigation report.11.0 Submission of report with necessary foundation recommendations.To investigate the sub-surface condition at site (Phosphoric Acid, Sulphuric Acid, Office building for upcoming projects etc. or as directed). The maximum depth to be drilled is 15 m as per site condition below existing / surrounding ground level.The soil investigation includes following:1.0 Boring 100mm dia bore holes through all types of soil and rock upto a maximum depth of 15 m.2.0 Drilling through rock using NX size with double tube core barrel fitted with diamond studded drill bit 3.0 Collecting the undisturbed soil and rock samples for laboratory testing and record purpose.4.0 Conducting Standard Penetrating Test (SPT) in each bore hole at regular interval of 1.5 m 5.0 Conducting electrical resistivity test (2 no.)6.0 Conducting all necessary laboratory tests:a) Standard Penetration Testb) Specific Gravityc) SBC at every 3m depthd) Natural moisture content e) Tri axial compression Testf) Hydrometer Analysisg) Liquid and plastic limitsh) Chemical Analysis such as sulphates, chlorides, PH etc.i) Porosity, density, specific gravity, RQD for rockj) Soaked crushing strength of rock7.0 Collection of undisturbed samples of underlying strata8.0 Arranging all soil, rock samples in boxes with proper nomenclature.9.0 Transporting selected samples and water to a laboratory for conducting necessary tests.10.0 Analysis and interpretation of field and lab test data for preparation of Geotechnical investigation report.11.0 Submission of report with necessary foundation recommendations.

AI Tender Summary

OUR REF NO 57132570
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE Ref. Documents
LAST DATE 04-09-2026
Authority
Authority Name Rashtriya Chemicals And Fertilizers Limited
Work Description Bids Are invited for Hiring Of Consultants - Milestone/Deliverable Based - Functional Consultants; Engineering Design, Building And Construction; No; Hybrid(As Specified In Scope Of Work) - To Investigate The Sub-Surface Condition At Site (Phosphoric Acid, Sulphuric Acid, Office Building For Upcoming Projects Etc. Or As Directed). The Maximum Depth To Be Drilled Is 15 M As Per Site Condition Below Existing / Surrounding Ground Level.The Soil Investigation Includes Following:1.0 Boring 100Mm Dia Bore Holes Through All Types Of Soil And Rock Upto A Maximum Depth Of 15 M.2.0 Drilling Through Rock Using Nx Size With Double Tube Core Barrel Fitted With Diamond Studded Drill Bit 3.0 Collecting The Undisturbed Soil And Rock S Les For Laboratory Testing And Record Purpose.4.0 Conducting Standard Penetrating Test (Spt) In Each Bore Hole At Regular Interval Of 1.5 M 5.0 Conducting Electrical Resistivity Test (2 No.)6.0 Conducting All Necessary Laboratory Tests:A) Standard Penetration Testb) Specific Gravityc) Sbc At Every 3M Depthd) Natural Moisture Content E) Tri Axial Compression Testf) Hydrometer Analysisg) Liquid And Plastic Limitsh) Chemical Analysis Such As Sulphates, Chlorides, Ph Etc.I) Porosity, Density, Specific Gravity, Rqd For Rockj) Soaked Crushing Strength Of Rock7.0 Collection Of Undisturbed S Les Of Underlying Strata8.0 Arranging All Soil, Rock S Les In Boxes With Proper Nomenclature.9.0 Transporting Selected S Les And Water To A Laboratory For Conducting Necessary Tests.10.0 Analysis And Interpretation Of Field And Lab Test Data For Preparation Of Geotechnical Investigation Report.11.0 Submission Of Report With Necessary Foundation Recommendations.
Basic Detail
Tender No GEM/2026/B/7947046
Bidding Type Tender
Location
City Raigad
State Maharashtra
Key Dates
Publish Date 21 Aug 2026
Submission Date 04 Sep 2026
Open Date 04 Sep 2026
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD Ref. Documents
Exemption Not Available
Document List
16413653-b120-4dc4-bc50-8e7c60d85178.pdf
1787302406.xlsx
1787302580.pdf
1787302607.pdf

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Tender Timeline

Aug 21, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 04, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 11 days
Sep 04, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 11 days

Tender Documents

Download All (ZIP) ↓
pdf

16413653-b120-4dc4-bc50-8e7c60d85178.pdf

xlsx

1787302406.xlsx

pdf

1787302580.pdf

pdf

1787302607.pdf

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