9−78 The equipment furnished by the Contractor shall be in good repair and shall be maintained so as to produce a clean cut to the pavement at all times.
935.03.2 Control Strip. The Contractor shall grind a control strip at least 500 feet long with
uniformly textured surface and cross section. The milled pavement surface shall have a transverse pattern 0.3 inches or less between the centers of each strike area. The macrotexture shall be 1/16 inches or less as measured using ASTM E965.
935.03.3 Pavement Grinding. Upon the approval of the Control Strip by the Engineer, all areas
designated for micro-milling shall be ground using the identical procedures , settings and speed, and shall conform in all respects to the requirements for the control strip. No asphalt cuttings shall remain on the project at the end of the workday. Asphalt cuttings shall be removed and legally disposed of by the Contractor. Care shall be exercised in cold planing adj acent to roadway joints, roadway appurtenances and face of curbing.
935.04 Method of Measurement . “Removing Bituminous Pavement by Micro-Milling” will be
measured by the number of square yards of said pavement actually removed in accordance with the Plans and/or as directed by the Engineer.
935.05 Basis of Payment – The accepted quantity of “Removing Bituminous Pavement by Micro-
Milling” will be paid for at the contract unit price per square yard as listed in the Proposal. The price so-stated constitutes full and complete compensation for all labor, materials, equipment, disposal and all incidentals required to finish the work, complete and accepted by the Engineer.
936.01 DESCRIPTION. 936.01.1 Mobilization consists of those efforts necessary for the movement of the Contractor's
personnel and equipment to the project site, the establishment of all the Contractor's field offices, buildings and other facilities required for the performance of the Contract, and all other incurred costs for work or operations required to be performed prior to the actual commencement of work on the Proposal items in the Contract.
936.01.2 Demobilization consists of removal of all materials, equipment, temporary structures and
all other facilities of a temporary nature from the project site at the conclusion of the project, and restoration of the project site, including those ar eas used for storage of equipment, materials or the placement of temporary facilities.
936.02 MATERIALS . Not applicable.
9−79
936.03 CONSTRUCTION METHODS . Not applicable.
936.04 METHOD OF MEASUREMENT. This work will be measured for payments as follows:
a.First Payment. The first payment of 40 percent of the lump sum price for Mobilization and Demobilization, or 4 percent of the total contract amount minus the bi d amount for Mobilization and Demobilization, whichever is the lesser, w ill be made on the first progress payment, following notice to proceed and the complete, approved set up of the project field office.
b.Second Payment. The second payment of 20 percent of the lump sum price for Mobilization and Demobilization, or 2 percent of t he total contract amount minus the bid amount for Mobilization and Demobilization, whichever is the lesser, will be made when the progress payment estimate of the amount earned, not including that amount earned for Mobilization and Demobilization, is 5 percent of the total contract amount minus the bid amount for Mobilization and Demobilization.
c.Third Payment. The third payment of 15 percent of the lump sum price for Mobilization and Demobilization, or 1.5 percent of the total contract amount minus the bid amount for Mobilization and Demobilization, whichever is the lesser, will be made when the progress payment estimate of the amount earned, not including that amount earned for Mobilization and Demobilization, is 10 percent of the total contract amount minus the bid amount for Mobilization and Demobilization.
d.Final Payment. Upon completion of all the work on the project, including the completion of all Punch List items in accordance with Subsection 105.17(b) Para. 4 of these Specifications, and Demobilization of the project site in accordance with Subsection 936.01.2 above, payment of the remaining balance of the lump sum price for Mobilization and Demobilization will be paid.
936.05 BASIS OF PAYMENT. "Mobilization and Demobilization" will be paid for at the contract
lump sum price as listed in the Proposal, in accordance with the provisions of Subsection 936.04 above. The price so-stated constitutes full and complete compensation for all labor, materials, equipment and incidentals required to establish the Contractor's facilities at the site and, at the conclusion of the contract, for the complete removal thereof. No lump sum breakdown will be required for this item of work. SECTION 937 MAINTENANCE AND MOVEMENT OF TRAFFIC PROTECTIVE DEVICES
937.01 DESCRIPTION. This work consists of removing (from original locations), maintaining,
storing, covering and uncovering, relocating and re-erecting all temporary construction signs, sign mountings, portable barricades, traffic cones, deli neators and other traffic warning devices when so- directed by the Engineer, for conformance with the Plans, or for compliance with the traffic-related work restrictions included in the Transportation Management Plan, all in accordance with this
Source: Rhode Island Standard Specifications (Bluebook), 2024 Edition. Pages 610–611 of 826.