Specifications include, but are not limited to: 0005 204001-000 MOBILIZATION LUMP SUM LUMP SUM _________._____ 0010 608003-005 5 FT TEMPORARY FENCE LF 450.000 _________._____ _________._____ 0015 608005-001 VEHICULAR GATE, CHAIN LINK EA 2.000 _________._____ _________._____ 0020 609001-001 CONCRETE SIDEWALK SY 46.000 _________._____ _________._____ 0025 636011-001 TRAFFIC CONTROL DEVICE UN 340.000 _________._____ _________._____ 0030 663001-026 EDGE LINE, TYPE II - 6 IN WHITE LF 435.000 _________._____ _________._____ 0035 663002-026 LANE LINE, TYPE II - 6 IN SOLID WHITE LF 190.000 _________._____ _________._____ 0040 663002-026 LANE LINE, TYPE II - 6 IN BROKEN WHITE LF 85.000 _________._____ _________._____ 0045 663002-040 CENTERLINE, TYPE II - 6 IN LF 385.000 _________._____ _________._____ 0050 663010-010 ONE DIRECTION LANE ASSIGNMENT ARROW, TY V EA 2.000 _________._____ _________._____ 0055 663011-010 LANE LETTER, TYPE V EA 4.000 0060 203001-000 DISMANTLING STRUCTURE LUMP SUM LUMP SUM _________._____ 0065 601002-001 CLASS B CONCRETE WINGWALLS CY 2.000 _________._____ _________._____ 0070 601003-001 CLASS K CONCRETE CY 112.000 _________._____ _________._____ 0075 601009-001 CLASS H CONCRETE CY 330.000 _________._____ _________._____ 0080 601030-000 PATCHING CONCRETE STRUCTURES SF 150.000 _________._____ _________._____ 0085 601037-001 DOWEL HOLE, 2'-1" MINIMUM DEPTH WITH EPOXY EA 282.000 _________._____ _________._____ 0090 602002-001 EPOXY COATED REINFORCING STEEL BAR LB 73,032.000 _________._____ _________._____ 0095 615075-001 MISCELLANEOUS BRIDGE WORK, NEW STUD SHEAR CONNECTORS LUMP SUM LUMP SUM _________._____ 0100 615075-001 MISCELLANEOUS BRIDGE WORK, DEBRIS CLEANING LUMP SUM LUMP SUM _________._____ 0105 615075-002 MISCELLANEOUS BRIDGE WORK, REPLACE DISLOCATED OUTLET PIPE EA 2.000 _________._____ _________._____ 0110 617003-001 ALUMINUM RAILING LF 396.000 _________._____ _________._____ 0115 639001-001 CONSTRUCTION LAYOUT STAKE LUMP SUM LUMP SUM 0120 662003-001 POLYVINYLCHLORIDE CONDUIT, 1.5" DIAMETER LUMP SUM LUMP SUM
