1-PreQualification Requirement.pdf
PDF 74 KB Posted
- Attached to
- 2026 MAQS Micro Surface Project
- Solicitation number
- 3-P-008-26
- Issued by
- Johnson County, Kansas
About this file
This is a pre-qualification requirements document for the City of Olathe, Kansas, related to the 2026 MAQS Micro Surface Project (SPC-17 P.N. 3-P-008-25). The project involves Modified Aggregate Quickset Surface treatment on 138 local and collector streets and cul-de-sacs, totaling approximately 432,152 square yards of surface treatment and pavement marking replacement. Potential bidders must submit pre-qualification materials 48 hours prior to the bid opening date, with the pre-qualification deadline set for March 3rd and the qualified vendors' bid deadline for March 10th. The project scope includes hot rubber crack filler application on cracks exceeding 1/4 inch in width, with crack fill material required to meet ASTM D6690, Type II specifications for joint and crack sealants in concrete and asphalt pavements.
Pre-qualification approval requires submission of three verification letters: one from the proposed emulsified asphalt supplier confirming supply availability and specification compliance, one from the proposed aggregate supplier with identical confirmations, and one from the potential bidder documenting relevant project experience and agency contacts that satisfy minimum work experience requirements. All pre-qualification information is mandatory for approval, and the Engineer will evaluate bidder qualifications based on the completeness and adequacy of submitted documentation prior to determining bid eligibility.
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Other files
| File | Type | Posted |
|---|---|---|
| 2-Construction Plans.pdf | ||
| 3-Contract Specifications.pdf |
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Text version
City of Olathe SPC-17 P.N. 3-P-008-25
2. Hot Rubber Crack Filler
Crack fill material shall meet all requirements of ASTM D6690, Type II, “Joint and
Crack Sealants, Hot-Applied, for Concrete and Asphalt Pavements”. Width of cracks to be filled shall generally be in excess of 1/4”, or at the discretion of the City. Crack fill material shall be applied at the proper temperature and using the proper equipment designed for the material to be used. Prior to material injection, cracks in excess of ¼” shall be dry and free of loose debris. Cracks shall be uniformly filled from the bottom.
Excess material shall be uniformly distributed so as to be flush with the existing surface. Any excess material shall be removed from the pavement surface prior to surfacing. Hot rubber crack fill shall be paid for in accordance with items contained in this contract.
L. CONTRACTOR PRE-QUALIFACATION REQUIREMENTS
1. Potential bidders must be pre-qualified by the Engineer prior to the bid opening date for the bid to be considered. Prequalification requirements are due 48 hours prior to the bid opening date and time. Pre-qualification will be determined based on information provided as follows in section 16. All information is required for approval.
2. The potential bidder shall submit a letter of verification addressed to the Engineer from the proposed emulsified asphalt supplier stating the following:
a) The proposed supplier will provide emulsified asphalt to the Contractor specifically for this project.
b) The proposed supplier is aware of the specifications contained herein and agrees to abide by them.
3. The potential bidder shall submit a letter of verification addressed to the Engineer from the proposed aggregate supplier stating the following:
a) The proposed supplier will provide aggregate to the Contractor specifically for this project.
b) The proposed supplier is aware of the specifications contained herein and agrees to abide by them.
4. The potential bidder shall submit a letter of verification addressed to the Engineer stating the project(s), and agency contact(s) that satisfies the minimum work experience requirements described in paragraph J herein.
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