Site work and paving for a mixed-use development in North Haven, Maine. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; and sidewalk / parking lot.

Gravel 41 CY Fine Grading SF 5,345 Grinding Butt Joints 100 LF Total Area to Pave 20,923 SF Pave @ 2" with 9.5mm HMA 36 TN Pave @ 1.5" with 9.5mm HMA TN Pave @ 2" with 9.5mm HMA-Handwork 34 TN. Description of Course The work shall consist of constructing a Hot Mix Asphalt Pavement using designated mix types for the roadways, sidewalks and parking lots as proposed. All work shall be constructed as outlined in this contract and as directed by the Road Commissioner or school administration. 1. All Hauling Equipment used on the project will meet the requirements of the most recent edition of MAINE DOT Standard Specifications, section 401.08 2. All Pavers used on the project will meet the requirements of the most recent edition of the MAINE DOT Standard Specifications, section 401.09. When appropriate, a highway class paver meeting the specification with an 8ft main screed may be used. 3. All Rollers used on the project will meet the requirements of the most recent edition of the MAINE DOT Standard, section 401.10. The Hot Mix Asphalt shall be composed of a mixture of aggregate and bituminous material. The aggregate fractions shall be sized, uniformly graded, and combined in accordance with the submitted designs. The Contractor shall submit with their bid response, for the Municipal Representative's approval, a current job mix formula (JMF). For a Superpave design, a current MAINE DOT- approved Superpave JMF shall be submitted. If an alternate design similar to the former MAINE DOT designs for B, C, or D mixes is desired, the contractor shall submit a previously MAINE DOT-approved JMF's conforming to the MAINE DOT Standard Specifications, Revisions of April 1995. The JMF's shall be reviewed and approved by the Municipal Representative or an independent testing agency prior to being required to accompany the bid form. The job mix formula shall state the source, gradation, and percentage of each fraction of the aggregate and filler, if required. It shall state the name of the refiner, the supplier of the particular bituminous material to be used, and the plant location. 1. Curb to Curb Section: All driveway entrances shall be ground prior to placement and a butt joint will be utilized to match with existing pavement. 2. Butt joints shall be used at any intersection of any existing pavement at the beginning and end of the project. 3. Contractor shall place reflective delineator posts, spaced a minimum of every 100' apart, in areas where shoulder drop is 2 inches or more from the pavement surface. The construction of Hot Mix Asphalt shall be carried out only when the surface on which the material is to be placed is dry, and when the atmospheric temperature is above 450 F and rising, and all paving will be completed by August 1, 2026. All existing paved surfaces to be newly paved shall be thoroughly cleaned by the contractor and dry and shall be tack coated prior to placement at a rate of .02 - 0.05 gal/sy. In addition, any manholes or catch basins will be adjusted at the direction of the Municipal Representative. All paving operations shall cease when the surface to repave is wet. The cross-slope of the final paved surface shall be as close as possible to a uniform cross-section utilizing materials estimated above in the bid documents, except in super elevated areas. If noted in contract documents to place shim to desired grade and cross-slope, a desirable cross slope would be 1/4 " per foot of lane width (2%). All gravel or reclaim shall be graded to 2% prior to placement of HMA. Surface tolerances shall be checked according to MAINE DOT Standard Specifications, sections 401.101. All mixing, spreading, finishing, and compacting and constructing joints shall meet MAINE DOT Standard Specifications, sections 401.14, 401.15, 401.16, 401.17 respectively. Right to change or additional work: The municipality reserves the right to submit change orders in writing to the Contractor. In that event, the municipality will negotiate with the Contractor to determine the new costs. The Town reserves the right to change unit quantities up to 20% without negotiating a new price. Rejection of offers: The Municipality reserves the right to reject any or all proposals whenever such rejection is in their best interest. The Municipality reserves the right to reject the proposal of a Contractor who has previously failed to perform properly or to complete on time Contracts of a similar nature. The Municipality also reserves the right to reject a proposal from a Contractor if an investigation shows that the Contractor is not in a position to perform the Contract.