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2. Final pay quantities shall be determined from field verification of the <br /> actual square footage of Channel placed in accordance with the Drawings <br /> and these Specifications. Quantities exceeding the limits indicated on the <br /> Drawings will not be compensated, unless the additional work was <br /> authorized in writing by the Engineer prior to the work being performed. <br /> 4.6.3 Graded Earth Channel <br /> 1. All layout, excavation, and/or all other operations, equipment, or materials <br /> incidental to completing the work as represented by the Drawings and <br /> Specifications shall be included in the Contractor's unit price. <br /> 2. Final pay quantities shall be determined from field verification of the <br /> actual linear footage of Channel placed in accordance with the Drawings <br /> and these Specifications. Quantities exceeding the limits indicated on the <br /> Drawings will not be compensated, unless the additional work was <br /> authorized in writing by the Engineer prior to the work being performed. <br /> 4.6.4 Channel Bridge Crossing(Detail 6/10) <br /> 1. All layout, excavation, grading, PCC and reinforcement, steel fabrication <br /> and painting, anchor bolts, and and/or all other operations, equipment, or <br /> materials incidental to completing the work as represented by the <br /> Drawings and Specifications shall be included in the Contractor's unit <br /> price. <br /> 4.6.5 Desiltin Basin Sheet 4) and Desilting Basin Outlet (Detail I Sheet 10) <br /> 1. All layout, fine grading, PCC placement, reinforcement, 48-inch CSP <br /> riser, 36-inch (SRPZ) pipe outlet, headwall, rubber flap gate, gabion <br /> dissipater, riprap, install geotextile, fencing, and/or all other operations, <br /> equipment, or materials incidental to completing the work as represented <br /> by the Drawings and Specifications shall be included in the Contractor's <br /> Lump Sum price. <br /> 2. Final pay quantities shall be determined from field verification that the <br /> desilting basin has been constructed in accordance with the Drawings. <br /> 4.6.6 Crushed Miscellaneous Base with 8 oz. Geotextile Underlayment <br /> 1. All layout, excavation, fine grading, install 8 oz. geotextile underlayment <br /> and purchase, hauling, placement spreading and compaction of crushed <br /> miscellaneous base and all other operations equipment or material <br /> incidental to completing the work as represented by the Drawings and <br /> Specifications shall be included in the Contractor's unit price. <br /> 2. Final pay quantities shall be determined from field verification of the <br /> actual square footage placed in accordance with the Drawings and these <br /> Specifications. Quantities exceeding the limits indicated on the Drawings <br /> will not be compensated, unless the additional work was authorized in <br /> writing by the Engineer prior to the work being performed. <br /> END OF SECTION <br /> FORWARD LANDFILL 01200 <br /> 9 PRICE AND PAYMENT PROCEDURES <br />