on the original contract plans, unless the bid schedule contains a item for excavation ordered below the elevations shown on the plan individual footings. 206.10 Bridge Excavation. The volume of excavation, design on the plans or in the special provisions as "Bridge Excavation" wi measured as described below and will be kept separate for pay poses from the excavation for all other structures. The volume of bridge excavation to be paid shall be the ver planes 18 inches (457 mm) outside of and parallel to the neat lines of footing. These vertical planes shall constitute the vertical faces of volume for pay quantities regardless of the excavation inside or out of these planes. 206.11 Foundation Fill. The volume of foundation fill to be for will be the number of cubic yards, measured in final position, of special granular material actually provided and placed below the fo dation elevation of structures as specified and directed, complete place and accepted. 206.12 Shoring, Cribbing, and Related Work. Shoring, c bing, and related work, whenever included as a pay item in the schedule, will be paid for at the lump sum bid price. This work s include furnishing, constructing, maintaining, and removing any and shoring, cribbing, cofferdams, caissons, bracing, sheeting, water c trol, and other operations necessary for the acceptable completion excavation included in the work of this section, to a depth of 5 feet (1 m) below the lowest elevation shown on the plans for each separa foundation structure. Basis of Payment 206.13 The quantities, determined as provided above will be på for at the contract unit price per unit of measurement, respectively, each of the particular pay items listed below that is shown in the b schedule, which prices and payment will be full compensation for t work prescribed in this section, except as follows. (1) Any excavation for footings ordered at a depth more than 5 fe (1.52 m) below the lowest elevation shown on the original contract pla will be paid for as provided in subsection 109.03, unless a pay item f excavation ordered below plan elevation appears in the bid schedule (2) Concrete will be measured and paid for as provided under Sectio 555. (3) Any roadway or borrow excavation required in excess of th quantity excavated for structures will be measured and paid for a provided under Section 203. (4) Shoring, cribbing, and related work required for excavation or dered more than 5 feet (1.52 m) below plan elevation will be paid for i accordance with subsection 109.03. 206(4) Excavation ordered below plan elevation. Cubic yard. Lump sum. Section 207-DEVELOP WATER SUPPLY AND WATERING Description 207.01 This work shall consist of: (a) developing an adequate water supply for all items in the contract that require water and (b) hauling and applying water in the amounts and at the places designated in the contract or ordered by the Engineer. Method of Measurement 207.03 When the bid schedule contains a lump sum pay item, Develop Water Supply, no measurement of quantities will be made. When the bid schedule contains a pay item for "Watering" the volume of water will be measured in units of 1,000 gallons (M-Gals) (3.785 m3) using calibrated tanks, distributers, or accurate water meters furnished by the contractor, which price shall include the cost of developing an adequate water supply and hauling and applying water. Watering which is specified as incidental to and included in the payment for other items or parts of work shall not be included for payment under this item. Basis of Payment 207.03 When the bid schedule contains the pay item: (a) “Develop Water Supply" the development of an adequate water supply shall be paid for at the lump sum price, which price and payment shall be full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for performing all work necessary to develop, haul and apply a sufficient supply of water for the work. (b) "Watering," the unit contract bid price per thousand gall (M-Gals) (3.785 m3) of water shall be full compensation for developm of an adequate water supply, furnishing all labor, materials, to equipment and doing the work to haul and apply water for the wo (c) If pay items from the list below are not included in the schedule, no direct payment for developing, hauling, and apply water will be made, but payment, therefore, will be considered included in the bid price for other items of the contract. 208.01 General. This work shall consist of the finishing of th roadbed and shoulders in accordance with these specifications and reasonably close conformity with the lines, grades, and cross section shown on the plans or staked by the Engineer. The work shall b performed after the earthwork has been substantially completed and a adjacent drains and structures have been completed and backfilled When the plans indicate that a base course or surface course is to b placed, the Contractor shall comply with any requirements as t roadbed preparation specified for it. Construction Requirements 208.02 New Roadbed. After the roadbed has been substantially completed, the full width shall be conditioned by removing any soft or other unstable material that will not compact properly or serve the intended purpose. The resulting areas and all other low sections, holes, or depressions shall be brought to grade with suitable selected material, provided under Section 203 or Section 305. The entire roadbed shall then be shaped and compacted as provided under Section 203. Scarifying, blading, dragging, rolling, or other methods of work shall be performed or used as necessary to provide a thoroughly compacted roadbed shaped to the grades and cross sections shown on the plans or as staked by the Engineer. The finished roadbed shall be continuously maintained in a condition suitable for traffic until the next course, if any, of material is placed or until final completion of the work, as the case may be. 208.03 Shoulders. When the plans provide for the construction of a base and/or surface course and the construction of shoulders using materials from roadway and borrow excavation, the shoulders shall be constructed to line, grade, and cross section as provided in subsection 208.02 above. Where the plans provide that the shoulders shall be constructed of other materials, the shoulders shall be constructed as provided for in the plans and specifications for the other materials. Completed shoulders shall be true to alinement and grade and shaped in reasonably close conformity with the section shown on the plans. They shall be cleaned of any accumulations, reconditioned as necessary, and maintained until final acceptance. 208.04 Previously Constructed Roadbeds. All slide material including culvert inlet and outlet debris, shall be removed and the existing roadbed, including parking areas shall be scarified, bladed, and shaped to reasonably close conformity with the line, grade, and cross sections shown on the plans or established by the Engineer. Any high places in the roadbed shall be cut to grade and the resulting material hauled and deposited on low areas or on fill slopes as directed by the Engineer. Should there remain any depressions or narrow embankments, sufficient approved material shall be obtained and placed to bring the width and/or surface of the roadway in reasonably close conformity with the lines, grades, and cross sections shown on the plans or established by the Engineer. The roadbed shall then be rebladed and reshaped. At intersections, the roadbeds of side roads shall be treated similarly, for the distances ordered by the Engineer or as governed by the grading performed, to provide for proper joining of the proposed and existing riding surfaces. The roadbed shall be compacted as provided in subsection 203 and all work that may be necessary to produce a completed and acceptable foundation shall be performed and the roadbed shall be in this specified condition at the time of placement of any base course, surface course, or pavement. 208.05 Protection of Roadbed. At all times, ditches and drains along the roadbed shall be cleaned and maintained so as to drain it effectively. In no case shall any base course, surface course, or pavement be placed on a frozen, muddy, or unstable roadbed nor until the roadbed has been checked and approved. Method of Measurement 208.06 New Roadbed. Finishing new roadbed and shoulders will not be measured for direct payment. 208.07 Previously Constructed Roadbed. The length of finishing previously constructed roadbed to be paid for will be the number of miles of roadbed measured along the centerline thereof, finished to the required width and accepted, subject to the provisions of subsecti 208.09. Basis of Payment 208.08 New Roadbed. Finishing of new roadbed and shoulders hereinabove specified is not payable directly, but will be considered a a subsidiary obligation of the Contractor covered under the contra unit prices for work performed under Section 203, Section 305, an Section 306, or other work involved in the contract, as the case may be 208.09 Previously Constructed Roadbed. When the bid schedul contains an estimated quantity for "Finishing previously constructe roadbed," the quantity, determined as provided above, will be paid fo at the contract price per unit of measurement for the pay item liste below, which price and payment will be full compensation for the wor prescribed in this section except as provided in (1), (2), and (3) below. (1) Excavation more than 0.3 feet (91 mm) below the existing roadbed surface will be paid for as provided under Section 203. (2) Removal of slide material will be paid for as provided unde Section 203. (3) Additional material ordered by the Engineer to bring the roadbed to the finished section will be measured for payment under the applicable sections. When the bid schedule does not contain an estimated quantity for "Finishing previously constructed roadbed," the work will not be paid for directly but will be considered as a subsidiary obligation of the Contractor covered under other contract items. 209.01 General. This work shall consist of gravel, slag, crushed stone, or sand furnished and placed in layers against the inside faces of retaining walls, wing walls, back faces of abutments, and over the extrados of arches, in accordance with these specifications and in reasonably close conformity with the requirements shown on the plans or as directed by the Engineer. |