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ITEM QUANTITY <br />NO. ( APPROXIMATE <br /> <br />1. Lump Sum <br /> <br />2. 42 cu. yds. <br /> <br />3. 180 cu. yds <br /> <br />4. 404 Tons <br /> <br />5. 27 Tons <br /> <br />6. 569 Tons <br /> <br />7. 90 lin. ft. <br /> <br />8. 15 cu. yds. <br /> <br />9. 700 lin. ft <br /> <br />10. i each <br /> <br />PROPOSAL~ SANTA RiTA ROAD <br />AT WESTE~ PCIFIC RAILROAD <br /> <br />DESCRIPTION ~D PROPOSAL <br />I'N WORDS AND NUMBERS <br /> <br />Grubbing and Clearing <br />at ~/~/O &a~ Lump Sum <br /> <br />Excavation for <br />retaining wall at <br />~-t¢/1~ ~ p er <br />cu. yd. <br /> <br />Structural Raodway ~ ~/~3 <br />excavat ion~ at <br /> <br />~" overlay and 3" Street <br />Section Class B Asphalt <br />Concrete in place 'at <br />~/~ ~ per ton. <br /> <br />Off Site-in Driveways <br />Class B Asphalt Concrete <br />in place at ~ <br />per ton. <br /> <br />Class II <br />in place <br />per ton. <br /> <br />Aggr,~gate Base <br />at ~'-, ~_~ <br /> <br />6" A.C. Berm in place <br />at ~ per <br />lineal ft. <br /> <br />Class A Concrete including <br />reinforcing steel in place <br />at ~-g~(~ ~/~2" per cu. yd. <br /> <br />Standard concrete curb <br />and gutter a~ <br />per lineal ft. <br /> <br />Standard concrete driveway <br />approach -~25' width at <br /> ~ ~0 ?''t '~ each. <br /> <br />TOTAL <br /> <br /> <br />