Non - Arterial Mill , Patch and Overlay Maintenance Zone 6042

2026-11-03

PROJECT NO . 2026 - МPО C3 NON - ARTERIAL MILL , PATCH & OVERLAY MAINTENANCE ZONE 6042 ITEM NUMBER SPEC NUMBER ITEM DESCRIPTION UNIT QUANTITY DATA INPUT UNIT PRICE AMOUNT 1 202 ( A ) UNCLASSIFIED EXCAVATION CY 800 $ 0 . 00 SY of subgrade method B area x 50 % Jesse measured 2 230 ( A ) SOLID SLAB SODDING SY 500 $ 0 . 00 SY of street surface area x 7 . 5 % 3 303 ( A ) AGGREGATE BASE TYPE A CY 800 $ 0 . 00 SY of subgrade method B area x 50 % Jesse measured 4 310 ( B ) SUBGRADE METHOD B SY 500 $ 0 . 00 SY of street surface area x 10 % Jesse measured 5 325 SEPARATOR FABRIC SY 900 $ 0 . 00 SY of subgrade method B area x 115 % Jesse measured 6 409 FABRIC REINFORCEMENT ( GP - 25 ) SY 45 , 000 $ 0 . 00 SY of street surface area Jesse measured 7 411 ( S4 ) ASPHALT CONCRETE , TYPE S4 ( PG 64 - 22 ) ( 2 " THICKNESS ) TON 5 , 000 $ 0 . 00 SY of street surface area / 8 . 5 Jesse measured 8 411 ( D ) TYPE " S5 " ASPHALT CONCRETE ( LEVEL UP 1 ") TON 1 $ 0 . 00 SY of street surface area Jesse measured 9 412 COLD MILLING PAVEMENT ( 2 " THICKNESS ) SY 45 , 000 $ 0 . 00 guess based off storm structure condition 10 609 ( A ) REMOVE AND REPLACE 6 " CONCRETE CURB LF 1 $ 0 . 00 guess based off storm structure condition 11 609 ( B ) REMOVE AND REPLACE 6 " CONCRETE CURB AND GUTTER LF 500 $ 0 . 00 placeholder for this project 12 610 ( A ) 4 " CONCRETE SIDEWALK SY 3 , 400 $ 0 . 00 5 % of LF of curb Jesse measured 13 610 ( B ) REMOVE AND REPLACE 6 " HES PCC DRIVEWAY SY 2 , 200 $ 0 . 00 placeholder for this project 14 610 ( SP ) CURB RAMP EA 10 $ 0 . 00 10 % # houses x average driveway approach Jesse measured 15 610 ( I ) TACTILE WARNING DEVICE SF 90 $ 0 . 00 placeholder for this project 16 612 ( A ) ADJUST MANHOLE TO GRADE EA 10 $ 0 . 00 handicap ramp x 10 17 612 ( C ) ADJUST INLETS TO GRADE EA 10 $ 0 . 00

Oklahoma

2026-04-08