680.04 Method of Measurement.
to the final acceptance of the bridges. The Contractor shall accurately set all forms, headers, rails, and screeds to provide the dimensions, elevations, and grades shown on the plans.
680.04 Method of Measurement.
Measurement of the item of Geometric Controls will be made on a lump sum basis. When more than one project is included in a contract, each project will be assigned a fractional part of the lump sum as shown on the plans.
680.05 Basis of Payment.
698.01 Description.
This Section shall cover the cost of construction fuel for the equipment necessary for the performance of the required work except for the production of Hot Mix Asphalt (HMA).
698.02 Bidding and Cost Adjustment.
The bidder shall enter an amount from zero dollars up to the maximum dollar amount shown in the pay item description for fuel on the proposal form. The Contractor signifies that this amount represents a reasonable estimate of the fuel costs isolated from all other costs of completing the required work except for the production of HMA. If a proposal contains an amount greater than the maxi mum amount shown in the pay item description, the amount bid for Construction Fuel will be assigned a value that is the maximum amount. A cost adjustment will be made to the amount of compensation due for construction fuel on each estimate. This cost adju stment will be based on the cost of the fuel at the time of bid and the cost of fuel at the time of the estimate.
698.03 Method of Cost Adjustment.
The Department will determine and publish a monthly "Fuel Index" utilizing t he average area terminal price reports for regular unleaded gasoline and No. 2 fuel of the "Platts Oilgram Price Report" published during the week in which the first day of the month occurs. The Base Fuel Index ( Ιb) for the project will be the monthly fuel index published for the month in which the bids were opened for the project. Before the expiration of contract time partial payments will be made on monthly estimates using the following formula: P = ( Ιm / Ιb) X P c , where P = Numerical portion of the lump sum bid amount, a number usually less than one. (Round to nearest thousandth.) May be expressed as a percentage of the lump sum by multiplying by 100 %. Ιm = Fuel Index for Current Monthly Estimate Ιb = Base Fuel Index Pc = Perce nt of project completed during current estimate period, i.e., P c = Percentage of project complete to date minus percent project complete at the time of previous estimate. Percentage
698.04 Basis of Payment.
of project complete will not include payment for stored materials. (Round percentage to nearest thousandth. Example: 21.71% = 0.217) After the expiration of contract time (plus approved time extensions) two calculations of a potential partial payment will be made. The first calculation will be made using the current index and the base index as noted in the preceding formula. The second calculation will be made using the index during the month that contract time (plus approved time extensions) expired and the base index. The smallest amount of partial payment resulting from these two calculations will be made for the current estimate period.
698.04 Basis of Payment.
701.01 Description .
Division 700
TRAFFIC CONTROL DEVICES AND HIGHWAY LIGHTING SECTION 701 TRAFFIC STRIPE
701.01 Description.
This Section shall cover the work of placing a permanent or temporary traffic stripe at the locations shown on the plans or where directed by the Engineer. This Section shall also cover the removal of existing or temporary traffic stripe.
701.02 Materials.
Materials shall be furnished in accordance with the requir ements given in Sections 856 and 857. The required dimensions, color, class, retroreflectivity and type of stripe will be shown on the plans. The required type of material will be designated by "Class" in accordance with the following. CLASS OF TRAFFIC STRIPE CLASS MATERIAL 1 Paint 1H High Build Paint 2 Standard Thermoplastic Material 2T Thin Film Spray Applied Thermoplastic Material 3 Tape W Warranted Traffic Marking Material The required reflectivity will be designated by "Type" in accordance with the following. TYPE OF TRAFFIC STRIPE TYPE REFLECTIVITY A Reflective B Non-reflective Class 1H, Class 2, and Class 2T materials shall be in compliance with the formulations given in the tables in Section 856 for each class. Class 1, Class 3, Class W, and Drop On Glass Beads shall be one of the materials shown on List V -3, Temporary Traffic Marking Materials, and List V -4, Permanent Traffic Marking Materials. These lists are in the Department’s Manual, “Materials, Sources, and Devices with Special Acceptance Requirements”. Information concerning these lists is given in Subarticle 106.01(f) and ALDOT -355.