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ASPHALT PAVING

Closed · MITN · Last reported Jan 2026

Source: MITN Purchasing Group

Tender
Closed

GENERAL SCOPE OF WORK : All measurements are approximate and must be field verified and agreed to by the Project Engineer prior to consideration for payment . All streets shall be paved as specified in the HMA Application Estimate , attached . All paving limits will be clearly marked by the Engineer prior

Status
Closed
Sector
Road, Water Supply and Storage, Cement
Location
MITN, United States of America
Updated
3 Nov 2026
Source
MITN Purchasing Group

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Tender Information

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The tender “ASPHALT PAVING” is a tender record in Taiyo, linked to the Road sector. It is issued for works, goods, or services related to MITN, United States of America.

Participants

Not available for this record.

Status

Original status

closed

Taiyo status

Closed

Taiyo last update

2026-11-03

Contact

Not available for this record.

Description

Description

GENERAL SCOPE OF WORK : All measurements are approximate and must be field verified and agreed to by the Project Engineer prior to consideration for payment . All streets shall be paved as specified in the HMA Application Estimate , attached . All paving limits will be clearly marked by the Engineer prior to commencement of work . In some cases the milling will be continuous through intersections of streets unless otherwise directed by the Engineer . All limits shall be saw cut and material removed for clean , straight joints by the contractor . This work shall be paid for at the bid price of square yards of “ Cold Milling HMA Surface ” and shall include all labor , materials , and equipment required for saw cutting and the removal of material . The City shall provide a dump site where all millings shall be hauled , dumped , and remain the property of the City of Adrian . No millings shall be sold to private parties or hauled to any location other than the site provided by the City . All concrete to be removed and replaced will be clearly marked with paint by the Engineer prior to commencement of work . All concrete shall be dumped at a site provided by the City . Continuous quantities of fifty feet ( 50 ’) or more shall be slip formed . Once concrete is set , immediately thereafter , contractor is required to ramp each drive approach to allow access . Any areas disturbed for concrete removal and replacement shall be backfilled with class II granular sand , topped with a minimum of four inches ( 4 ”) of topsoil and must be placed higher than back of curb to allow for settling . Must be seeded and mulched with mulch anchor , mulch blanket , or high velocity mulch blanket . To be included in pay item Curb and Gutter , Conc , Misc . All projects described , exception of Butler St , shall be started after July 1st , 2026 and completed by September 30th 2026 . Unless a different date is agreed upon , failure to complete by September 30th 2026 shall result in a penalty of $ 500 . 00 per calendar day , thereafter . Butler Street may start prior to July 1st and completed by September 30th 2026 . For considerations of an extension to the finish date , the Project Engineer shall receive all requests in writing immediately following the incident resulting in the request for extension of the contracted finish date . Contractor shall schedule all work such that no significant gaps in time exist between the different phases of work , for example : milling , pulverizing , re - grading and material removal , stabilizing / re - grading and paving . Stabilization shall not take place until the proper grades have been re - established . The contractor shall leave the stabilized base open for a minimum of 5 days but shall not exceed 7 days prior to paving . A 10 % retainer fee will be held back until each part is completed and inspected by the City . The following street ( s ) are scheduled for improvements based on the flowing scopes of work : All measurements are approximate and must be field verified and agreed to by the Project Engineer prior to consideration for payment : E . Butler St – Main to Dean ( Mill and Resurface ) 4 , 355 ’ x 28 ’ E . Maple – Main to Maumee ( Base Stabilization ) 4 , 400 ’ x 38 ’ Water St – College to Michigan ( Base Stabilization ) 670 ’ x 24 ’

Location

Country

United States of America (USA)

State

MITN

Source

Source

MITN Purchasing Group

URL

More Details

Record type

Tender

Sector

Road, Water Supply and Storage, Cement

Article published date

2026-04-29

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