#03 - 2024 Crack Seatling - Laserfiche WebLink

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State of Minnesota Washington County CONSTRUCTION CONTRACT FOR THE 2024 CRACK SEAL PROJECT LAKE ELMO, MINNESOTA This Contract, made this __5th___ day of __JUNE___, 2024 by the City of Lake Elmo, Minnesota (herinafter called the “Owner”) and ___GOPHER STATE SEALCOAT, INC._____ (hereinafter called the “Contractor”). WITNESSETH that the parties hereto agree as follows: The Contractor shall provide all labor, services, materials, equipment and machinery, transportation, tools, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals, including profit and overhead, necessary for the performance, testing, start-up, and completion of the work as described herein: IN WITNESS WHEREOF, the parties hereto have executed this contract as of the date first above written. (Contractor) (City of Lake Elmo) DESCRIPTION OF WORK: The Contractor shall rout (¾” x ¾”) [when applicable], clean, dry, seal, and overband existing bituminous cracks in the streets shown on the attached Street Location Map dated May 2024 for Lake Elmo Streets. [Routing is to be completed on all cracks except those with existing crack fill material.] The work shall be completed per the applicable MnDOT Standard Specifications for Construction (2020 Edition) and in accordance with the special provisions outlined within this Construction Contract. The Contractor shall provide all necessary traffic control in accordance with the MMUTCD. The Contractor shall provide certification that the sealant meets MnDOT 3723 or approved equal. Sealant materials may be placed during a period of rising temperature after the air temperature has reached 50 degrees F. The street surface must be completely dry and remain so throughout the application of the sealant material. The Contractor shall conduct the operation so that routing of cracks, cleaning, drying, and sealing are a continuous operation. Traffic shall not be allowed to knead together or damage the routed cracks. Routed cracks not sealed before traffic is allowed on the pavement shall be re-routed, if necessary, when routing and sealing operations resume at no additional cost to the Owner. Cleaning shall be performed with a high powered blower suitable for thorough cleaning of all cracks. Backpack and leaf blowers will not be allowed. A heat lance shall be used to prepare cracks and remove moisture. Cleaning and preparation shall continue until the crack is dry and all dirt, dust or deleterious matter is removed from the crack and adjacent pavement to the satisfaction of the Engineer. The cracks shall be sealed when the sealant material is at the pouring temperature recommended by the manufacturer. The Contractor shall fill the crack such that after cooling, the sealant is flush with the adjacent pavement along the edges and the center does not sag more than 1/8 inch below the pavement or shoulder surface. Care shall be taken in the sealing of the cracks so that the cracks are not overfilled and the final appearance shall present a neat fine line. Those deep cracks that experience sealant settlement shall be given a second application of sealant material. The Contractor, at their option, may use a backer rod at no additional cost to the project; however, sealant must be at least ¾” thick over rod. The sealant shall be tack free before opening to traffic. A given quantity of sealant material shall never be heated at the pouring temperature for more than six (6) hours and shall never be reheated. The Contractor shall replace any sealant that loses its bond within one year after the sealant is applied. The Contractor will be paid at the unit price quoted for work completed in accordance with the Construction Contract. All work shall be completed within the specified time frame and under the terms and conditions provided within this Construction Contract, and in accordance with the “General Conditions” shown in this contract. The contractor shall complete the proposed work by JULY 15, 2024. The Owner will make payment for the whole contract upon acceptance by the Owner of all work required hereunder and in compliance with all the terms and conditions of this contract. TOTAL AMOUNT (INSERT FROM QUOTE FORM): ____$174,769.98____