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Item No . 120- 1 — Excavation Regular — Per Cubic Yard <br /> Item No . 120-4 - Subsoil Excavation - Per Cubic Yard <br /> Item No . 120-6 - Embankment - Per Cubic Yard <br /> SECTION 00160 STABILIZING <br /> A . Sub Article 160-5 . 1 is modified by the addition of the following : <br /> "The stabilization thickness indicated on plans shall be considered a minimum <br /> thickness . Thickness will vary to conform to the lines, and grades shown in the <br /> plans." Minimum L . B . R. = 40 - No under-tolerance . <br /> B . Payment shall be made under: <br /> Item No . 160-4 - Type B Stabilization ( 12" ) - Per Square Yard <br /> SECTION 00285 OPTIONAL BASE COURSE <br /> A. Sub Article 285-4 is modified by the addition of the following : <br /> Base material , thickness and requirements are described in the construction plans. <br /> Only one type of alternate base material shall be used . No additional payment will <br /> be made for base thickness in excess of the specified thickness <br /> B . Payment shall be made under: <br /> Item No . 285-707 - Base Group 7 - Per Square Yard <br /> SECTION 286 TURNOUT CONSTRUCTION <br /> Sub Article 286-6 is modified by the addition of the following : <br /> The cost of any bituminous material used in hot bituminous mix, form work , prime coat or <br /> tack coat, or any incidental labor or material shall not be paid for separately . <br /> Payment shall be made under: <br /> Item No . 286- 1 - 1 - Turnout Construction (Asphalt) - Square Yard <br /> GENERAL PROVISIONS <br /> TP-8 <br /> CADocuments and Settings\teresaa\Local Settings\Temporary Internet Files\OLKF3\DIVISION 2 - Technical Provisions (Oslo Road <br /> Phase I).doe <br />