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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-Finance 124 A NSC BOSE ROAD KOLKATA 700 092 | KOLKATA | KOLKATA | WEST BENGAL | 700092 | ₹1.4 Cr | L1 | Accepted-Finance Being L1 |
| 2 | L2₹1.5 CrAccepted-Finance JAIPUR RAJASTHAN 302017 INDIA UDYAM RJ 17 0039110 | JAIPUR | RAJASTHAN | 302017 | ₹1.5 Cr | L2 | Accepted-Finance Not Being L1 |
| 3 | L3₹1.6 CrAccepted-Finance | ₹1.6 Cr | L3 | Accepted-Finance Not Being L1 |
| 4 | Rejected-Technical 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | - | - | Rejected-Technical Not Substantially Responsive and Not Compliant to the requirements of the tender conditions |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Substantially Responsive and Not Compliant to the requirements of the tender conditions |
| Sl No | Description | Qty | Unit | CEG Test House And Research Centre Pvt. Ltd. L2 | C E TestingCompany Pvt Ltd L1 | Techpro Engineers Pvt. Ltd. L3 |
|---|---|---|---|---|---|---|
| 1.00Schedules | ||||||
| 1.01 | Schedule-1:
Geotechnical Investigation Study for the Underground Stations and Tunnels between Khajarana Station and Indore Railway Station for Indore Metro Rail Project. (Approx. 5 km) | 1 | Nos | 1,52,60,995 ₹1.5 Cr | 1,40,38,634 ₹1.4 Cr | 1,61,49,985 ₹1.6 Cr |
Tender Value
Refer Docs
EMD Value
₹3.5 L
Closing Date
9 Feb 2026, 4:00 pmClosed
General Manager Contracts
Madhya Pradesh Metro Rail Corporation Limited Admin Building Subhash Nagar MP Metro Deport Bhopal 462023 Madhya Pradesh India
Geotechnical Investigation Study for the Underground Stations and Tunnels between Khajarana Station and Indore Railway Station for Indore Metro Rail Project Approx 5 km
2026_MPMRC_262076_1
50/MPMRCL/2025/Package IN-20
Open Tender
Civil Works - Others
120 days
INDORE
As per tender document
4 documents required · 4 mandatory
₹5,000
Madhya Pradesh Metro Rail Corporation Limited
₹3.5 L
Yes
8 Apr 2026
8 Jan 2026
10 Feb 2026
8 Jan 2026
9 Feb 2026
2 Feb 2026
8 Jan 2026 - 16 Jan 2026
Schedules
Schedule-1: Geotechnical Investigation Study for the Underground Stations and Tunnels between Khajarana Station and Indore Railway Station for Indore Metro Rail Project. (Approx. 5 km)
FINANCIAL BID: SCHEDULE OF RATES AND PRICES - TENDER TOTAL (TT)
Name of the Bidder/ Bidding Firm / Company :
SCHEDULE OF RATES AND PRICES
Schedule-1
TENDER TOTAL PRICE SCHEDULES
SCHEDULE SUMMARY
Name of the Bidder/ Bidding Firm / Company :
SCHEDULE OF RATES AND PRICES
Item Description
Schedule-1: Geotechnical Investigation Study for the Underground Stations and Tunnels between Khajarana Station and Indore Railway Station for Indore Metro Rail Project. (Approx. 5 km)
Total
Break Up of Schedules
Name of the Bidder/ Bidding Firm / Company :
Schedule-1
GEOTECHNICAL INVESTIGATION
Identification of utilities at borehole location, making 150mm nominal diameter bore holes at various locations in all types of soils and NX size in rock using suitable approved method of boring including local shifting, chiselling, cleaning, providing retrievable casing pipe as required or as directed (which can be reused or taken back by the Contractor), performing Standard Penetration Tests (As per IS:2131) at every 1.5m intervals and at change of strata; collection of disturbed soil samples, observations such as ground water level etc., collection of undisturbed soil samples at every 3.0m intervals or more (to be decided by Employer’s Representative) and at change of strata; collection of water samples; transportation of all the collected samples to the laboratory, complete as per specification and instructions of the Employer’s Representative, for depths below Natural Ground Level including submission of Factual Report and subsequence to submission of Geotechnical Investigation Report (all inclusive) as given below: 76 Nos. of bore holes (may change as per site conditions)
For boreholes from existing ground level to desired depth in Soil
For boreholes from soil bottom upto required depth in Rock (of any type)
Backfilling of bore holes from bottom to top immediately after completion of work or as per Engineer’s instruction with cement grout
In situ Tests in Soil
Constant/Falling head permeability tests
Collecting soil samples for chemical analysis at soil/ soil & rock interface
Collecting water samples for chemical analysis
Preparing sample by mixing the soil / crushed rock from 03 boreholes of each underground station
Lab Tests for Soils Conducting various Laboratory tests on soil UDS samples collected every 4 m interval from EGL, at any Laboratory Testing Facility accredited by NABL or any other accreditation body which operates inaccordance with ISO/IEC 17011 and accreditation in compliance with ISO/IEC 17025 for testing and calibration scopes, including preparation of soil samples to determine the following properties of soil, all complete as per specifications
Bulk density, dry density and moisture content
particle size distribution with and without hydrometer grading
Atterberg Limits
Shrink- Swell limits
Specific gravity
Consolidated undrained test with pore pressure measurement triaxial test
Unconsolidated, undrained triaxial test
Consolidation Test.
Chemical analysis of soil to determine the, pH, Chloride, Sulphate (From sample prepared at Item No. IN-4)
Chemical analysis of water to determine pH, Chloride, Sulphate and organic matter (From sample prepared at Item No. IN-5)
Field Tests in Rock
Pressure meter test
Packer test/Lugeon test
Lab Tests in Rock Conducting various Laboratory tests on rock samples at an NABL accredited laboratory including preparation of rock samples to determine the following properties of rock, all complete as per specifications
Unconfined compressive strength test
Point load index test
Bulk density, dry density and moisture content
Specific gravity, porosity and water absorption test
Brazilian tensile test
Cerchar abrasiveness test
Petrography Test with description of rock (especially bound and unbound quartz content) based on the evaluation of thin petrographic sections with coloured photographs (only for tunnel area)
Crosshole sessmic refraction test / MASW as per relevant IS code / ASTM code to assess subsurface structure, thickness of layers, velocities of body waves, soil amplification factors (like Vs30) up to a depth of not less than 30 mts below the existing ground level.
Modulus Elastcity of intact Rock
Conducting in situ geophysical testing to determine the subsurface shear wave velocities along the depth not less than 30m from the existing ground level by Cross Hole Seismic Test. Cross Hole Seismic Test shall be performed by 1No of source borehole & 2Nos of receiver boreholes for determining in situ subsurface shear-wave velocity up to a depth not less than 30m from the existing ground level. Location and spacing of boreholes shall be proposed by the contractor for Engineer’s approval prior to the commencement of work.
Total Amount
Preamble
Name of the Bidder/ Bidding Firm / Company :
This Pricing Document shall be read in conjunction with the Instructions to Tenderers, General and Particular Conditions of Contract, Notice Inviting Tender, Employer’s Requirement, Tender Drawings etc.
The Pricing Document comprises Bill of Quantities (BOQ):
The tenderer has to quote percentage above/below/at par the rates against BOQ amount.
If any item to be executed is not available in BOQ, then it will be treated as Variation and shall be paid in terms of Clause 10 of General Conditions/Paricular Conditions of the Contract.
It is the Contractor’s obligation to meet the Conditions of Contract and carry out the works in accordance with the design, drawings, Employer’s Requirements to become eligible for payments under the Contract.
The rates and prices are for completed and finished items of the Works and shall be complete in all respect. It shall include the cost of all plant, labour, supervision, materials, transportation, temporary works, construction, installation, maintenance, utility identification, Contractor profit and establishment/overheads, together with the preparation of drawings and/or reports, all general risks, insurance liabilities, compliance with Labour Law and any obligations set out or implied in the Contract.
All the rates and prices shall include the mobilisation and demobilization of necessary plant, equipment, men and materials for the complete geo-technical investigation work as per specifications, drawings and instructions of the Employer’s Representative and to complete the same within the stipulated time schedule.
All the quoted item rates shall be inclusive of all taxes, duties, cess, royalties, levies, etc., except GST. The GST shall be quoted separately and reimbursed on production of proof of payment. If the percentage of GST is changed, it shall be adjusted after notification.
All the total and grand total amounts shall be completed both in figures and in words; wherever provisions made.
The Tenderer’s attention is directed to the provisions of Instructions to Tenderer Sub-Clause 7.5 for Evaluation of Financial Proposals, Correction of Errors, Comparison of Tenders (i.e. determination of the lowest evaluated tender). Grand Total excluding GST shall be considered for comparison of Tenders.
The work executed against the items of BOQ would be paid on measurement basis. The payment procedure shall be as per Clause 11 of General Conditions.
Authorised Signatories of Tenderer
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