Revised Notice of Intent for ITN 210000000048
Closed State & local contract opportunity Posted
- Solicitation number
- NIA1 591 210000000910 1
- State
- Michigan
- Responses due
Opportunity facts
- NIGP code
- UNSPSC codes
- 41113811 Solid bearing tester
- 41113815 Soil shrinkage limit tester
- 41113818 Plate bearing tester
- 41113829 Underwater soil picking equipment
- 41113831 Facing sand water measuring instrument
- 41113900 Soil measuring equipment
- 41113809 Ground penetrating radar
- 41113810 Hydrothermal testing equipment
- 41113819 Soil analyzer
- 41113820 Aggregate specific gravity tester
Show all 29
- 41113821 Soil penetration tester
- 41113827 Soil unconfined compression apparatus
- 41113828 Sand density cone apparatus
- 41113830 Aggregate unit weight measuring instrument
- 41113910 Soil testing kits
- 41113812 Ground friction tester
- 41113816 Consolidation tester
- 41113823 Specimen expansion tester
- 41113824 Soil head permeability tester
- 41113825 Soil aggregate analyzer
- 41113826 Soil texture analyzer
- 41113905 Permeability testing apparatus
- 41113906 Permeability or porosity estimation apparatus
- 41113813 Standard aggregate
- 41113814 Soil plastic limit tester
- 41113817 Soil liquid limit tester
- 41113822 California bearing ratio tester
- 41113902 Dissolution or disintegration testers
- 41113908 Sand testing apparatus
Updated .
About this opportunity
The Michigan Department of Transportation's Purchasing Office issued Invitation to Negotiate (ITN) 210000000048 for the procurement of Shape Array Inclinometers including components. The ITN was posted on SIGMA on July 26, 2021, with a proposal submission deadline of August 3, 2021. The State determined that only Measurand could provide the required equipment to meet project specifications. The primary evaluation criteria focused on system compatibility with existing infrastructure and sensor spacing specifications, with the State requiring 0.5-meter sensor intervals to achieve adequate sensor density. The evaluation team, led by Solicitation Manager Laura Dotson and Christopher Johnecheck from MDOT's Geotechnical Services Section, assessed proposals based on responsiveness and responsibility in meeting these critical technical requirements. One bidder, Geokon, Incorporated of Lebanon, New Hampshire, submitted a proposal by the deadline but was deemed non-responsive and non-responsible due to system incompatibility and inadequate sensor spacing of 1.5-meter intervals, which represented only one-third of the required sensor density.
The documentation does not specify set-aside designations or restrictions on respondent types, such as disadvantaged enterprise requirements. Measurand was identified as the incumbent or preferred vendor capable of meeting the State's specialized technical requirements for this procurement. The existing infrastructure at the site required integration with compatible Shape Array Inclinometer systems, necessitating specific sensor spacing parameters of 0.5-meter intervals to ensure operational compatibility and data collection effectiveness. The State recommended awarding the contract to Measurand pending State Administrative Board approval where applicable, with the intention to enter into negotiations to execute a final contract. However, the specific contract award value or budget range for this procurement was not disclosed in the available documentation.
Files
| File | Type | Posted |
|---|---|---|
| itn_award_letter-21_048_LD_R.pdf |
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