1 2010-E EXCAVATION AND TOPSOIL LS 1.00 $___________ $_____________ 2 2010-G SUBGRADE PREPARATION, 6 IN. SY 1580.00 $___________ $_____________ 3 4020-A-1 STORM SEWER, TRENCHED, 12 IN. DIA. LF 23.00 $___________ $_____________ 4 * 4020-D REMOVAL OF STORM SEWER, 12 IN. DIA. LF 18.00 $___________ $_____________ 5 6010-B INTAKE, SW-501 EACH 3.00 $___________ $_____________ 6 * 6010-H-2 REMOVE INTAKE EACH 3.00 $___________ $_____________ 7 7010-A PAVEMENT, PCC, 6 IN. THICK SY 530.00 $___________ $_____________ 8 7010-E CURB AND GUTTER, PCC, 2.0 FT, 6 IN. THICK LF 1004.00 $___________ $_____________ 9 PLAN PCC EDGE RESTRAINT EACH 2.00 $___________ $_____________ 10 7020-B PAVEMENT, ASPHALT, 5 IN. THICK SY 775.00 $___________ $_____________ 11 7021-A ASPHALT OVERLAY, LT SURFACE, 1/2" MIX, NO FRIC, PG 58-28H TON 210.00 $___________ $_____________ 12 * 7040-G PAVEMENT MILLING SY 1125.00 $___________ $_____________ 13 * 7040-H HMA PAVEMENT REMOVAL SY 925.00 $___________ $_____________ 14 * 7040-H PCC PAVEMENT REMOVAL SY 535.00 $___________ $_____________ 15 * 7040-I CURB AND GUTTER REMOVAL LF 1004.00 $___________ $_____________ 16 * 8030-A TEMPORARY TRAFFIC CONTROL LS 1.00 $___________ $_____________ 17 * 9010-A CONVENTIONAL SEEDING, FERTILIZING AND MULCHING ACRE 0.20 $___________ $_____________ 18 * 9040-T-1 INTAKE PROTECTION DEVICE EACH 4.00 $___________ $_____________ 19 * 11,020-A MOBILIZATION LS 1.00 $___________ $_____________ 20 * SP TRUNK TREE PROTECTION EACH 2.00 $___________ $_____________
