DESCRIPTION
This work shall include all traffic control, labor, equipment and materials required to re-saw, clean and seal longitudinal and transverse joints and cracks in concrete streets as specified herein. The streets included in this work are shown in Attachment A along with estimated quantities.
The longitudinal and transverse joints in newly constructed concrete pavement repair areas, and all the joints between the new concrete and abutting concrete, shall not be included in this work as they have been sealed during the concrete street repair work.
MATERIALS
Joint sealant material shall be as specified in Section 914.04.A Hot Poured Joint Sealants of the 2012 MDOT Standard Specification for Construction. Testing and Sampling: Whenever requested by the Engineer, the Contractor shall furnish samples of materials for testing.
EQUIPMENT
The Contractor shall furnish and maintain equipment used for this work in accordance to Section 602.03.A.13 Concrete Saws, and Section 602.03.A.14 Joint Sealing Equipment, of the 2012 MDOT Standard Specification for Construction. Sufficient equipment shall be assigned to the job to satisfy the Engineer that the work will be performed in a continuous and timely manner.
CONSTRUCTION METHODS
Joints and cracks shall be prepared and sealed in accordance with Section 603.03.B.13 Resealing Transverse and Longitudinal Pavement Joints, and Section 603.03.E Sawing and Sealing Cracks of the 2012 MDOT Standard Specification for Construction.
Hot Poured Joint Sealant: Hot poured joint sealant shall be applied in accordance with the 2012 MDOT Standard Specification for Construction Section 602.03.S.
INVOICING
The Contractor’s invoice for work performed shall include a breakdown, or spreadsheet, listing the streets worked on and the quantity and costs for each individual street that is covered by that invoice.
METHOD OF MEASUREMENT AND BASIS OF PAYMENT
Resealing transverse and longitudinal joints, and crack, with hot poured joint sealant will be measured in place by length in linear feet in a straight line direction of each joint or crack. The contract unit price per linear foot shall be payment in full for furnishing all materials, labor and equipment required to complete the work as herein specified, including sawing, cleaning and preparation, debris removal and disposal, sealing, traffic control and clean-up in accordance with 2012 MDOT Standard Specification for Construction Section 603.04.
