Attachment_2_Daily_Rate_of_Performance_REVISED_2018-4-4.pdf

Line No. EPA

KDOT

Spec.

Verification or Acceptance Tests

Long Description DAILY

RATE

Unit

1 CCI 201 Part V, 5.2.4(3.2) Clear & Grub -Tree Removal, Tree larger than 6" Diameter

1 EACH

2 CCI 201 Part V, 5.2.4(3.2) Clear & Grub -Trees up to 6" Diameter

300 SQYD

3 CCI 202 Part V, 5.2.4(3.2) REMOVAL OF EXISTING STRUCTURES (RCP, CMP, and End Sections) 10 LNFT 4 CCI 202 Part V, 5.2.4(3.2) REMOVAL OF EXISTING STRUCTURES (RCB, Manholes, Area Inlets) 10 CUYD 5 CCI 202 Part V, 5.2.4(3.2) REMOVAL OF EXISTING STRUCTURES (Bridge Superstructure)(Category B Demo) 5 CUYD 6 CCI 202 Part V, 5.2.4(3.2) REMOVAL OF EXISTING STRUCTURES (Bridge Substructure)(Category B Demo) 5 CUYD 7 CCI 204 Part V, Appendix A CLASS I EXCAVATION 15 CUYD 8 CCI 204 Part V, Appendix A CLASS II EXCAVATION 15 CUYD 9 CCI 204 Part V, Appendix A CLASS III EXCAVATION 15 CUYD

10 CCI 204 Part V, Appendix A FOUNDATION STABILIZATION 15 CUYD 11 CCI 204 Part V, Appendix A Concrete for Seal Course 8 CUYD 12 CCI 204 Part V, Appendix A GRANULAR BACKFILL 5 CUYD 13 CCI 204 Part V, Appendix A GRANULAR BACKFILL (WINGWALLS) 5 CUYD 14 CCI 205 Part V, Appendix A COMMON EXCAVATION (RURAL SMALL)(VMF 0.8) 75 CUYD 15 CCI 205 Part V, Appendix A COMMON EXCAVATION (UNSUITABLE) 75 CUYD 16 CCI 205 Part V, 5.2.4(3.2) COMMON EXCAVATION SAW CUTS (Depth 5" or less) 100 LNFT 17 CCI 205 Part V, Appendix A COMPACTION OF EARTHWORK (TYPE AA) (MR-5-5) 75 CUYD 18 CCI 205 Part V, Appendix A COMPACTION OF EARTHWORK (TYPE A) (MR-90) 75 CUYD 19 CCI 205 Part V, Appendix A COMPACTION OF EARTHWORK (TYPE B) (MR-90) 75 CUYD 20 CCI 205 Part V, Appendix A EMBANKMENT 75 CUYD 21 CCI 205 Part V, 5.2.4(3.2) ROCK EXCAVATION (VMF 1.0) 250 CUYD 22 CCI 205 Part V, 5.2.4(3.2) ROCK EXCAVATION SAW CUTS (Depth 6" to 9") 50 LNFT 23 CCI 205 Part V, 5.2.4(3.2) ROCK EXCAVATION SAW CUTS (Depth 10" to 18") 50 LNFT 24 CCI 300 Part V, Appendix A DRAINABLE BASE (UNBOUND) ( 4") 300 SQYD 25 CCI 305 Part V, 5.2.4(3.2) AGGREGATE BASE (SPECIAL) (RAP 100%) (4")(Install Only) 300 SQYD 26 CCI 305 Part V, 5.2.4(3.2) AGGREGATE BASE (SPECIAL) (RAP 100%) (6")(Install Only) 300 SQYD 27 CCI 305 Part V, 5.2.4(3.2) AGGREGATE BASE (SPECIAL) (RAP 100%) (8")(Install Only) 300 SQYD 28 CCI 305 Part V, Appendix A AGGREGATE BASE (AB-3) ( 3") 300 SQYD 29 CCI 305 Part V, Appendix A AGGREGATE BASE (AB-3) ( 4") 300 SQYD 30 CCI 305 Part V, Appendix A AGGREGATE BASE (AB-3) ( 5") 300 SQYD 31 CCI 305 Part V, Appendix A AGGREGATE BASE (AB-3) ( 6") 300 SQYD 32 CCI 305 Part V, Appendix A AGGREGATE BASE (AB-3) ( 7") 300 SQYD 33 CCI 305 Part V, Appendix A AGGREGATE BASE (AB-3) ( 8") 300 SQYD 34 CCI 305 Part V, Appendix A AGGREGATE BASE (AB-3) ( 9") 300 SQYD 35 CCI 305 Part V, Appendix A AGGREGATE BASE (AB-3) (10") 300 SQYD 36 CCI 305 Part V, Appendix A AGGREGATE SHOULDER (AB-3) ( 4") 300 SQYD 37 CCI 305 Part V, Appendix A AGGREGATE SHOULDER (AB-3) ( 5") 300 SQYD 38 CCI 305 Part V, Appendix A AGGREGATE SHOULDER (AB-3) ( 6") 300 SQYD 39 CCI 305 Part V, Appendix A AGGREGATE SHOULDER (AB-3) ( 7") 300 SQYD 40 CCI 305 Part V, Appendix A AGGREGATE SHOULDER (AB-3) ( 8") 300 SQYD 41 CCI 305 Part V, Appendix A AGGREGATE SHOULDER (AB-3) ( 9") 300 SQYD 42 CCI 307 Part V, Appendix A GRANULAR BASE ( 3") 300 SQYD 43 CCI 307 Part V, Appendix A GRANULAR BASE ( 4") 300 SQYD 44 CCI 307 Part V, Appendix A GRANULAR BASE ( 5") 300 SQYD 45 CCI 307 Part V, Appendix A GRANULAR BASE ( 6") 300 SQYD 46 CCI 307 Part V, Appendix A GRANULAR BASE ( 7") 300 SQYD 47 CCI 307 Part V, Appendix A GRANULAR BASE ( 8") 300 SQYD 48 CCI 308 Part V, 5.2.4(3.2) GEOSYNTHETIC REINFORCEMENT (FOR BASE) 300 SQYD 49 CCI 501 Part V, Appendix B CONCRETE PVMT ( 6" UNIFORM) (AE) 150 SQYD 50 CCI 501 Part V, Appendix B CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ) 150 SQYD 51 CCI 501 Part V, Appendix B CONCRETE PVMT ( 9" UNIFORM) (AE) 150 SQYD 52 CCI 501 Part V, Appendix B CONCRETE PVMT (12" UNIFORM) (AE) (NRDJ) 150 SQYD 53 CCI 501 Part V, Appendix B CONCRETE PVMT (12" UNIFORM) (AE) 150 SQYD 54 CCI 501 Part V, Appendix B EARLY STRENGTH CONCRETE PVMT ( 6" UNIFORM) (AE) 150 SQYD 55 CCI 501 Part V, Appendix B EARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ) 150 SQYD 56 CCI 501 Part V, Appendix B EARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(NRDJ) 150 SQYD 57 CCI 501 Part V, Appendix B CONCRETE CORE (SET PRICE) 1 EACH 58 CCI 501 Part V, Appendix B QUALITY CONTROL TESTING (PCCP) 50 SQYD 59 CCI 502 Part V, Appendix A CONCRETE PVMT ( 6" UNIFORM) (AE) 100 SQYD 60 CCI 502 Part V, Appendix A CONCRETE PVMT ( 9" UNIFORM) (AE) 50 SQYD 61 CCI 502 Part V, Appendix A CONCRETE PVMT (12" UNIFORM) (AE) 50 SQYD 62 CCI 602 Part V, Appendix B ASPHALT CORE (SET PRICE) 1 EACH 63 MCAMI 602 Part V, Appendix B EMULSIFIED ASPHALT 225 SQYD 64 MCAMI 602 Part V, Appendix B HMA BASE (SR-12.5A) (PG 70-28) 105 TON 65 MCAMI 602 Part V, Appendix B HMA SURFACE (SR-12.5A) (PG 70-28) 105 TON 66 CCI 602 Part V, Appendix B QUALITY CONTROL TESTING (HMA) 5000 TON 67 CCI 608 Part V, Appendix A MANIPULATION (CHIP SEALS) 500 SQYD 68 CCI 609 Part V, Appendix A MANIPULATION (S.A.S.T.) 500 SQYD

FY18 ROADS CONTRACT DAILY RATE OF PERFORMANCE

69 CCI 610 Part V, Appendix A MANIPULATION (D.A.S.T.) 500 SQYD 70 MCAMI 611 Part V, Appendix A HMA Commercial Grade (Class A) 105 TON 71 MCAMI 611 Part V, Appendix A HMA Commercial Grade (Class A)(Patching) 45 TON 72 CCI 612 Part V, 5.2.4(3.2) MILLING (Asphalt) (2")(Transport to Camp Funston) 225 SQYD 73 CCI 612 Part V, 5.2.4(3.2) MILLING (Asphalt) (3")(Transport to Camp Funston) 150 SQYD 74 CCI 612 Part V, 5.2.4(3.2) MILLING (Asphalt) (4")(Transport to Camp Funston) 105 SQYD 75 MCAMI 614 Part V, 5.2.4(3.2) HMA-RCI (PG 70-28 RCI) 100 TON 76 MCAMI 615 Part V, 5.2.4(3.2) SAW AND SEAL JOINT (HMA) 750 LNFT 77 CCI 703 Part V, 5.2.4(3.2) CORE HOLE (INVESTIGATIVE) 50 LNFT 78 CCI 710 Part V, Appendix A CONCRETE (GRADE 4.0) 8 CUYD 79 CCI 710 Part V, Appendix A CONCRETE (GRADE 3.0) (AE) 15 CUYD 80 CCI 710 Part V, 5.2.4(3.2) BRIDGE DECK GROOVING 25 SQYD 81 CCI 711 Part V, Appendix A REINFORCING STEEL (GRADE 60) 300 LBS.

82 CCI 711 Part V, Appendix A REINFORCING STEEL (GRADE 60) (EPOXY COATED) 300 LBS.

83 CCI 711 Part V, Appendix A REINFORCING STEEL (REPAIR)(GRADE 60) (EPOXY) 50 LBS.

84 CCI 711 Part V, Appendix A REINFORCING STEEL (REPAIR)(GRADE 60) 50 LBS.

85 CCI 717 Part V, Appendix A PORTLAND CEMENT CONCRETE OVERLAY (1.5") 10 SQYD 86 CCI 717 Part V, Appendix A PORTLAND CEMENT CONCRETE OVERLAY (1.75") 10 SQYD 87 CCI 717 Part V, Appendix A PORTLAND CEMENT CONCRETE OVERLAY (2.0") 10 SQYD 88 CCI 719 Part V, 5.2.4(3.2) EXPANSION JOINT (MEMBRANE SEALANT) 50 LNFT 89 CCI 719 Part V, 5.2.4(3.2) EXPANSION JOINT (STRIP SEAL ASSEMBLY) 10 LNFT 90 CCI 721 Part V, 5.2.4(3.2) HANDRAIL (METAL) (3'- 6") 15 LNFT 91 CCI 723 Part V, 5.2.4(3.2) SUBSTRUCTURE WATERPROOFING MEMBRANE 10 SQYD 92 CCI 724 Part V, 5.2.4(3.2) BRIDGE BACKWALL PROTECTION SYSTEM 10 SQYD 93 CCI 725 Part V, 5.2.4(3.2) ABUTMENT STRIP DRAIN 10 SQYD 94 CCI 726 Part V, 5.2.4(3.2) CONCRETE MASONRY COATING 10 SQYD 95 CCI 728 Part V, 5.2.4(3.2) BRIDGE CURB REPAIR 10 LNFT 96 CCI 729 Part V, Appendix A MULTI-LAYER POLYMER CONCRETE OVERLAY 20 SQYD 97 CCI 730 Part V, 5.2.4(3.2) EPOXY RESIN CRACK REPAIR 150 LNFT 98 CCI 731 Part V, 5.2.4(3.2) AREA PREPARED FOR PATCHING 5 SQYD 99 CCI 731 Part V, 5.2.4(3.2) AREA PREPARED FOR PATCHING (FULL DEPTH) 5 SQYD

100 CCI 731 Part V, 5.2.4(3.2) AREA PREPARED FOR PATCHING (POURED WITH OVERLAY) 5 SQYD 101 CCI 731 Part V, 5.2.4(3.2) PARTIAL DEPTH SAW CUTS (Depth 3" or less) 50 LNFT 102 CCI 731 Part V, 5.2.4(3.2) FULL DEPTH SAW CUTS (Depth 4" to 9") 50 LNFT 103 CCI 731 Part V, 5.2.4(3.2) FULL DEPTH SAW CUTS (Depth 10" to 18") 50 LNFT 104 CCI 732 Part V, 5.2.4(3.2) MACHINE PREPARATION (1.5") 10 SQYD 105 CCI 732 Part V, 5.2.4(3.2) MACHINE PREPARATION (1.75") 10 SQYD 106 CCI 732 Part V, 5.2.4(3.2) MACHINE PREPARATION (2.0") 10 SQYD 107 CCI 739 Part V, Appendix A SLURRY POLYMER CONCRETE OVERLAY (1.5") 10 SQYD 108 CCI 739 Part V, Appendix A SLURRY POLYMER CONCRETE OVERLAY (1.75") 10 SQYD 109 CCI 739 Part V, Appendix A SLURRY POLYMER CONCRETE OVERLAY (2.0") 10 SQYD 110 CCI 739 Part V, 5.2.4(3.2) PARTIAL DEPTH SAW CUTS (Depth 3" or less) 50 LNFT 111 CCI 739 Part V, 5.2.4(3.2) FULL DEPTH SAW CUTS (Depth 4" to 9") 50 LNFT 112 CCI 740 Part V, Appendix A SINGLE-LAYER POLYMER CONCRETE OVERLAY 250 SQYD 113 CCI 800 Part V, 5.2.4(3.2) POLYURETHANE (MUDJACKING) 50 LBS 114 CCI 800 Part V, 5.2.4(3.2) SIMULATED STONE MASONRY STAIN 20 SQYD 115 CCI 802 Std. Spec 802 BENCHMARK MONUMENT (CONCRETE CYLINDER) 1 EACH 116 CCI 802 Std. Spec 802 CONCTRACTOR CONSTRUCTION STAKING (GENERAL, Std. Spec. 802.3c(2)) 200 SQYD 117 CCI 802 Std. Spec 802 CONCTRACTOR CONSTRUCTION STAKING (BRIDGE, Std. Spec. 802.3c(3)) 10 SQYD 118 CCI 805 Part V, 5.2.4(3.2) TRAFFIC CONTROL (Initial Setup Per Figure)(KDOT Std. Sht. TE704) 1 EACH 119 CCI 805 Part V, 5.2.4(3.2) TRAFFIC CONTROL (Initial Setup Per Figure)(KDOT Std. Sht. TE705) 1 EACH 120 CCI 805 Part V, 5.2.4(3.2) TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE720) 1 EACH 121 CCI 805 Part V, 5.2.4(3.2) TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE724) 1 EACH 122 CCI 805 Part V, 5.2.4(3.2) TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE730) 1 EACH 123 CCI 805 Part V, 5.2.4(3.2) TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE731) 1 EACH 124 CCI 805 Part V, 5.2.4(3.2) TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE732) 1 EACH 125 CCI 805 Part V, 5.2.4(3.2) TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE733 & 734) 1 EACH 126 CCI 805 Part V, 5.2.4(3.2) TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE736) 1 EACH 127 CCI 805 Part V, 5.2.4(3.2) TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE737) 1 EACH 128 CCI 805 Part V, 5.2.4(3.2) TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE744) 1 EACH 129 CCI 805 Part V, 5.2.4(3.2) TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE746) 1 EACH 130 CCI 805 Part V, 5.2.4(3.2) TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE748) 1 EACH 131 CCI 805 Part V, 5.2.4(3.2) TRAFFIC CONTROL (Initial Setup)(Attachment Airfield Traffic Control) 1 EACH 132 CCI 806 Std. Spec 806 PVMT MARKING (MULTI-COMPONENT) (BLACK) ( 6") 4500 LNFT 133 CCI 806 Std. Spec 806 PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 4") 4500 LNFT 134 CCI 806 Std. Spec 806 PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 6") 4500 LNFT 135 CCI 806 Std. Spec 806 PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 8") 4500 LNFT 136 CCI 806 Std. Spec 806 PVMT MARKING (MULTI-COMPONENT) (WHITE) (12") 4500 LNFT 137 CCI 806 Std. Spec 806 PVMT MARKING (MULTI-COMPONENT) (WHITE) (24") 4500 LNFT 138 CCI 806 Std. Spec 806 PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 4") 4500 LNFT 139 CCI 806 Std. Spec 806 PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 6") 4500 LNFT 140 CCI 806 Std. Spec 806 PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 8") 4500 LNFT 141 CCI 806 Std. Spec 806 PVMT MARKING (MULTI-COMPONENT) (YELLOW) (12") 4500 LNFT 142 CCI 806 Std. Spec 806 PVMT MARKING Airfield (FS TT-P-1952) (BLACK) (6") 250 LNFT 143 CCI 806 Std. Spec 806 PVMT MARKING Airfield (FS TT-P-1952) (BLACK) (36") 250 LNFT 144 CCI 806 Std. Spec 806 PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (3") 250 LNFT

145 CCI 806 Std. Spec 806 PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (6") 250 LNFT 146 CCI 806 Std. Spec 806 PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (12") 250 LNFT 147 CCI 806 Std. Spec 806 PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (16") 250 LNFT 148 CCI 806 Std. Spec 806 PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (36") 250 LNFT 149 CCI 806 Std. Spec 806 PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (40") 250 LNFT 150 CCI 806 Std. Spec 806 PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (48") 250 LNFT 151 CCI 806 Std. Spec 806 PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (60") 250 LNFT 152 CCI 806 Std. Spec 806 PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (69") 250 LNFT 153 CCI 806 Std. Spec 806 PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (120") 250 LNFT 154 CCI 806 Std. Spec 806 PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (240") 250 LNFT 155 CCI 806 Std. Spec 806 PVMT MARKING Airfield (FS TT-P-1952)(YELLOW) (6") 250 LNFT 156 CCI 806 Std. Spec 806 PVMT MARKING Airfield (FS TT-P-1952)(YELLOW) (12") 250 LNFT 157 CCI 806 Std. Spec 806 PVMT MARKING Airfield (FS TT-P-1952)(YELLOW) (36") 250 LNFT 158 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (AHEAD) 8 EACH 159 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (BICYCLE) 8 EACH 160 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (EXIT) 8 EACH 161 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (HANDICAP) 8 EACH 162 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LEFT ARROW) 8 EACH 163 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LT & RT) 8 EACH 164 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (ONLY) 8 EACH 165 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT ARROW) 8 EACH 166 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT-LT-THRU) 8 EACH 167 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SCHOOL) 8 EACH 168 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SHARROW) 8 EACH 169 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (STOP) 8 EACH 170 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (THRU ARROW) 8 EACH 171 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (U-TURN) 8 EACH 172 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (X-ING) 8 EACH 173 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (YIELD) 8 EACH 174 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-LT ARROW 8 EACH 175 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-RT ARROW 8 EACH 176 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE) (WHITE)(RAILROAD XING) 8 EACH 177 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE LEFT ARROW 8 EACH 178 CCI 806 Std. Spec 806 PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE RIGHT ARROW 8 EACH 179 CCI 807 Std. Spec 807 PAVEMENT MARKING (PAINT) (BLACK) ( 6") 4500 LNFT 180 CCI 807 Std. Spec 807 PAVEMENT MARKING (PAINT) (WHITE) ( 4") 4500 LNFT 181 CCI 807 Std. Spec 807 PAVEMENT MARKING (PAINT) (WHITE) ( 8") 4500 LNFT 182 CCI 807 Std. Spec 807 PAVEMENT MARKING (PAINT) (WHITE) ( 6") 4500 LNFT 183 CCI 807 Std. Spec 807 PAVEMENT MARKING (PAINT) (WHITE) (12") 4500 LNFT 184 CCI 807 Std. Spec 807 PAVEMENT MARKING (PAINT) (WHITE) (24") 4500 LNFT 185 CCI 807 Std. Spec 807 PAVEMENT MARKING (PAINT) (YELLOW) ( 4") 4500 LNFT 186 CCI 807 Std. Spec 807 PAVEMENT MARKING (PAINT) (YELLOW) ( 6") 4500 LNFT 187 CCI 807 Std. Spec 807 PAVEMENT MARKING (PAINT) (YELLOW) (8") 4500 LNFT 188 CCI 807 Std. Spec 807 PAVEMENT MARKING (PAINT) (YELLOW) (12") 4500 LNFT 189 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (AHEAD) 8 EACH 190 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (BICYCLE) 8 EACH 191 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (EXIT) 8 EACH 192 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (HANDICAP) 8 EACH 193 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (LEFT ARROW) 8 EACH 194 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (LT & RT) 8 EACH 195 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (ONLY) 8 EACH 196 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (RT ARROW) 8 EACH 197 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (RT-LT-THRU) 8 EACH 198 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (SCHOOL) 8 EACH 199 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (SHARROW) 8 EACH 200 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (STOP) 8 EACH 201 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (THRU ARROW) 8 EACH 202 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (U-TURN) 8 EACH 203 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (X-ING) 8 EACH 204 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (YIELD) 8 EACH 205 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (THRU-LT ARROW) 8 EACH 206 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (THRU-RT ARROW) 8 EACH 207 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT) (WHITE) (RAILROAD XING) 8 EACH 208 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT)(WHITE) (MERGE LEFT ARROW) 8 EACH 209 CCI 807 Std. Spec 807 PVMT MRK SYM (PAINT)(WHITE) (MERGE RIGHT ARROW) 8 EACH 210 CCI 808 Part V, 5.2.4(3.2) PVMT MARKING REMOVAL 1500 LNFT 211 CCI 809 Part V, 5.2.4(3.2) CONCRETE SAFETY BARRIER (TYPE IV) 105 LNFT 212 CCI 812 Part V, 5.2.4(3.2) SIGN (FLAT SHEET) (HIGH PERFORMANCE) 24 SQFT 213 CCI 812 Part V, 5.2.4(3.2) SIGN (OVERLAY) (HIGH PERFORMANCE) 30 SQFT 214 CCI 812 Part V, 5.2.4(3.2) SIGN (REINFORCED PANEL) (HIGH PERFORMANCE) 8 SQFT 215 CCI 812 Part V, 5.2.4(3.2) SIGN POST (1-3/4" PERFORATED SQUARE STEEL TUBE) 15 LNFT 216 CCI 812 Part V, 5.2.4(3.2) SIGN POST (2" PERFORATED SQUARE STEEL TUBE) 15 LNFT 217 CCI 812 Part V, 5.2.4(3.2) SIGN POST (2-1/2" PERFORATED SQUARE STEEL TUBE) 15 LNFT 218 CCI 812 Part V, 5.2.4(3.2) SIGN POST (2-1/4" PERFORATED SQUARE STEEL TUBE) 15 LNFT 219 CCI 812 Part V, 5.2.4(3.2) SIGN POST FOOTING ( 1-3/4" PERFORATED SQUARE STEEL TUBE) 2 EACH 220 CCI 812 Part V, 5.2.4(3.2) SIGN POST FOOTING ( 2" PERFORATED SQUARE STEEL TUBE) 2 EACH

221 CCI 812 Part V, 5.2.4(3.2) SIGN POST FOOTING ( 2-1/2" PERFORATED SQUARE STEEL TUBE) 2 EACH 222 CCI 812 Part V, 5.2.4(3.2) SIGN POST FOOTING ( 2-1/4" PERFORATED SQUARE STEEL TUBE) 2 EACH 223 CCI 812 Part V, 5.2.4(3.2) SIGN (REMOVE AND RESET) 5 EACH 224 CCI 814 Part V, 5.2.4(3.2) LOOP DETECTOR REPLACEMENT 8 LNFT 225 CCI 814 Part V, 5.2.4(3.2) LIGHTING SYSTEM (KDOT Std. Sht. TE201) 1 EACH 226 CCI 815 Part V, Appendix A INLET (GUTTER) (H=3.25')(KDOT Std. RD634) 1 EACH 227 CCI 815 Part V, Appendix A INLET (MANHOLE) (SPECIAL)(5.5'x4.5'x5')(KDOT Std. RD648) 1 EACH 228 CCI 815 Part V, Appendix A INLET (TYPE 22 CURB)(5'x5'x6')(KDOT Std. RD 646) 1 EACH 229 CCI 815 Part V, Appendix A INLET (TYPE I DITCH)(KDOT Std. RD631) 1 EACH 230 CCI 815 Part V, Appendix A INLET (TYPE II DITCH)(KDOT Std. RD631) 1 EACH 231 CCI 815 Part V, Appendix A MANHOLE (TYPE II)(D=6')(H=6.5')(KDOT Std. RD 629) 1 EACH 232 CCI 816 Part V, 5.2.4(3.2) ADJUSTMENT OF METER BOX (WATER) 1 EACH 233 CCI 816 Part V, 5.2.4(3.2) ADJUSTMENT OF VALVE BOX (GAS) 1 EACH 234 CCI 816 Part V, 5.2.4(3.2) ADJUSTMENT OF VALVE BOX (WATER) 1 EACH 235 CCI 816 Part V, Appendix A ADJUSTMENT OF CATCH BASINS 1 EACH 236 CCI 816 Part V, Appendix A ADJUSTMENT OF CURB INLETS 1 EACH 237 CCI 816 Part V, Appendix A ADJUSTMENT OF MANHOLES 1 EACH 238 CCI 816 Part V, 5.2.4(3.2) Structural Steel 15 LBS 239 CCI 816 Part V, 5.2.4(3.2) Cast Iron 15 LBS 240 CCI 816 Part V, 5.2.4(3.2) Cast Steel 15 LBS 241 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 12") (CSP) 30 LNFT 242 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 12") (RCP) 30 LNFT 243 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 15") (CSP) 30 LNFT 244 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 15") (RCP) 30 LNFT 245 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 18") (CSP) 30 LNFT 246 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 18") (RCP) 30 LNFT 247 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 24") (CSP) 30 LNFT 248 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 24") (RCP) 30 LNFT 249 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 30") (CSP) 27 LNFT 250 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 30") (RCP) 27 LNFT 251 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 36") (CSP) 27 LNFT 252 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 36") (RCP) 27 LNFT 253 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 42") (CSP) 23 LNFT 254 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 42") (RCP) 23 LNFT 255 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 48") (CSP) 23 LNFT 256 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 48") (RCP) 23 LNFT 257 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 54") (CSP) 19 LNFT 258 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 54") (RCP) 19 LNFT 259 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 60") (CSP) 19 LNFT 260 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 60") (RCP) 19 LNFT 261 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 72") (CSP) 15 LNFT 262 CCI 817 Part V, Appendix A CROSS ROAD PIPE ( 72") (RCP) 15 LNFT 263 CCI 817 Part V, Appendix A END SECTION ( 12") (CS) 1 EACH 264 CCI 817 Part V, Appendix A END SECTION ( 12") (RC) 1 EACH 265 CCI 817 Part V, Appendix A END SECTION ( 15") (CS) 1 EACH 266 CCI 817 Part V, Appendix A END SECTION ( 15") (RC) 1 EACH 267 CCI 817 Part V, Appendix A END SECTION ( 18") (CS) 1 EACH 268 CCI 817 Part V, Appendix A END SECTION ( 18") (RC) 1 EACH 269 CCI 817 Part V, Appendix A END SECTION ( 24") (CS) 1 EACH 270 CCI 817 Part V, Appendix A END SECTION ( 24") (RC) 1 EACH 271 CCI 817 Part V, Appendix A END SECTION ( 30") (CS) 1 EACH 272 CCI 817 Part V, Appendix A END SECTION ( 30") (RC) 1 EACH 273 CCI 817 Part V, Appendix A END SECTION ( 36") (CS) 1 EACH 274 CCI 817 Part V, Appendix A END SECTION ( 36") (RC) 1 EACH 275 CCI 817 Part V, Appendix A END SECTION ( 42") (CS) 1 EACH 276 CCI 817 Part V, Appendix A END SECTION ( 42") (RC) 1 EACH 277 CCI 817 Part V, Appendix A END SECTION ( 48") (CS) 1 EACH 278 CCI 817 Part V, Appendix A END SECTION ( 48") (RC) 1 EACH 279 CCI 817 Part V, Appendix A END SECTION ( 54") (CS) 1 EACH 280 CCI 817 Part V, Appendix A END SECTION ( 54") (RC) 1 EACH 281 CCI 817 Part V, Appendix A END SECTION ( 60") (RC) 1 EACH 282 CCI 817 Part V, Appendix A END SECTION ( 72") (RC) 1 EACH 283 CCI 817 Part V, Appendix A ENTRANCE PIPE ( 12") (RCP) 30 LNFT 284 CCI 817 Part V, Appendix A ENTRANCE PIPE ( 12") (CSP) 30 LNFT 285 CCI 817 Part V, Appendix A ENTRANCE PIPE ( 15") (RCP) 30 LNFT 286 CCI 817 Part V, Appendix A ENTRANCE PIPE ( 15") (CSP) 30 LNFT 287 CCI 817 Part V, Appendix A ENTRANCE PIPE ( 18") (RCP) 30 LNFT 288 CCI 817 Part V, Appendix A ENTRANCE PIPE ( 18") (CSP) 30 LNFT 289 CCI 817 Part V, Appendix A ENTRANCE PIPE ( 24") (RCP) 30 LNFT 290 CCI 817 Part V, Appendix A ENTRANCE PIPE ( 24") (CSP) 30 LNFT 291 CCI 817 Part V, Appendix A ENTRANCE PIPE ( 30") (RCP) 30 LNFT 292 CCI 817 Part V, Appendix A ENTRANCE PIPE ( 30") (CSP) 30 LNFT 293 CCI 817 Part V, Appendix A EROSION PIPE ( 12") (CSP) 20 LNFT 294 CCI 817 Part V, Appendix A EROSION PIPE ( 15") (CSP) 20 LNFT 295 CCI 817 Part V, Appendix A EROSION PIPE ( 18") (CSP) 20 LNFT 296 CCI 817 Part V, Appendix A EROSION PIPE ( 24") (CSP) 20 LNFT

297 CCI 817 Part V, Appendix A EROSION PIPE ( 36") (CSP) 20 LNFT 298 CCI 817 Part V, Appendix A LINER PIPE (12")(KDOT Std. Spec. Special Provision 15-PS0007) 10 LNFT 299 CCI 817 Part V, Appendix A LINER PIPE (15")(KDOT Std. Spec. Special Provision 15-PS0007) 10 LNFT 300 CCI 817 Part V, Appendix A LINER PIPE (18")(KDOT Std. Spec. Special Provision 15-PS0007) 10 LNFT 301 CCI 817 Part V, Appendix A LINER PIPE (24")(KDOT Std. Spec. Special Provision 15-PS0007) 10 LNFT 302 CCI 817 Part V, Appendix A LINER PIPE (30")(KDOT Std. Spec. Special Provision 15-PS0007) 10 LNFT 303 CCI 817 Part V, Appendix A LINER PIPE (36")(KDOT Std. Spec. Special Provision 15-PS0007) 10 LNFT 304 CCI 817 Part V, Appendix A LINER PIPE (42")(KDOT Std. Spec. Special Provision 15-PS0007) 10 LNFT 305 CCI 817 Part V, Appendix A LINER PIPE (48")(KDOT Std. Spec. Special Provision 15-PS0007) 10 LNFT 306 CCI 817 Part V, Appendix A LINER PIPE (54")(KDOT Std. Spec. Special Provision 15-PS0007) 10 LNFT 307 CCI 817 Part V, Appendix A LINER PIPE (60")(KDOT Std. Spec. Special Provision 15-PS0007) 10 LNFT 308 CCI 817 Part V, Appendix A STORM SEWER ( 12") (RCP) 20 LNFT 309 CCI 817 Part V, Appendix A STORM SEWER ( 15") (RCP) 20 LNFT 310 CCI 817 Part V, Appendix A STORM SEWER ( 18") (RCP) 20 LNFT 311 CCI 817 Part V, Appendix A STORM SEWER ( 24") (RCP) 20 LNFT 312 CCI 817 Part V, Appendix A STORM SEWER ( 30") (RCP) 20 LNFT 313 CCI 817 Part V, Appendix A STORM SEWER ( 36") (RCP) 20 LNFT 314 CCI 817 Part V, Appendix A STORM SEWER ( 42") (RCP) 15 LNFT 315 CCI 817 Part V, Appendix A STORM SEWER ( 48") (RCP) 15 LNFT 316 CCI 817 Part V, Appendix A STORM SEWER ( 54") (RCP) 15 LNFT 317 CCI 817 Part V, Appendix A STORM SEWER ( 60") (RCP) 15 LNFT 318 CCI 819 Part V, 5.2.4(3.2) CROSS ROAD PIPE ( 18") (RCP) (BORED, JACKED OR TUNNELED) 5 LNFT 319 CCI 819 Part V, 5.2.4(3.2) CROSS ROAD PIPE ( 24") (RCP) (BORED, JACKED OR TUNNELED) 5 LNFT 320 CCI 819 Part V, 5.2.4(3.2) CROSS ROAD PIPE ( 36") (RCP) (BORED, JACKED OR TUNNELED) 5 LNFT 321 CCI 819 Part V, 5.2.4(3.2) CROSS ROAD PIPE ( 42") (RCP) (BORED, JACKED OR TUNNELED) 5 LNFT 322 CCI 820 Part V, 5.2.4(3.2) FLUME INLET (CONCRETE) 1 EACH 323 CCI 820 Part V, 5.2.4(3.2) SLOPE DRAIN (CONCRETE) 12 LNFT 324 CCI 822 Part V, Appendix A 4" PIPE UNDERDRAINS (H) 23 LNFT 325 CCI 822 Part V, Appendix A 4" PIPE UNDERDRAINS (K) 23 LNFT 326 CCI 824 Part V, Appendix A SIDEWALK CONSTRUCTION ( 4") (AE) 45 SQYD 327 CCI 824 Part V, Appendix A SIDEWALK CONSTRUCTION ( 6") (AE) 45 SQYD 328 CCI 824 Part V, Appendix A SIDEWALK RAMP 3 SQYD 329 CCI 824 Part V, Appendix A SIDEWALK RAMP (DETECTABLE WARNING) 3 SQYD 330 CCI 825 Part V, Appendix A CURB AND GUTTER, COMBINED (AE) 105 LNFT 331 CCI 825 Part V, Appendix A CURB AND GUTTER, COMBINED (AE)(Attachment Historical Type A) 100 LNFT 332 CCI 825 Part V, Appendix A CURB AND GUTTER, COMBINED (AE)(Attachment Historical Type B) 100 LNFT 333 CCI 825 Part V, Appendix A CURB AND GUTTER, COMBINED (AE)(Attachment Historical Type C) 100 LNFT 334 CCI 826 Part V, Appendix A CONCRETE SURFACE REPAIR 38 SQFT 335 CCI 827 Part V, 5.2.4(3.2) GUARDRAIL END TERMINAL (MGS-SKT) 1 EACH 336 CCI 827 Part V, 5.2.4(3.2) GUARDRAIL END TERMINAL (MGS-SRT) 1 EACH 337 CCI 827 Part V, 5.2.4(3.2) GUARDRAIL END TERMINAL (SKT) 1 EACH 338 CCI 827 Part V, 5.2.4(3.2) GUARDRAIL END TERMINAL (SRT) 1 EACH 339 CCI 827 Part V, 5.2.4(3.2) GUARDRAIL POSTS 12 EACH 340 CCI 827 Part V, 5.2.4(3.2) GUARDRAIL, REMOVAL OF STEEL PLATE 150 LNFT 341 CCI 827 Part V, 5.2.4(3.2) GUARDRAIL, STEEL PLATE 75 LNFT 342 CCI 827 Part V, 5.2.4(3.2) GUARDRAIL, STEEL PLATE (MGS) 75 LNFT 343 CCI 827 Part V, 5.2.4(3.2) GUARDRAIL, THRIE BEAM (KDOT Std. Sht. RD613) 10 LNFT 344 CCI 827 Part V, 5.2.4(3.2) GUARDRAIL, THRIE BEAM (MGS) (KDOT Std. Sht. RD613a) 10 LNFT 345 CCI 827 Part V, 5.2.4(3.2) GUARDRAIL, TIMBER (Attachment Timber Guardrail) 50 LNFT 346 CCI 827 Part V, 5.2.4(3.2) GUARDRAIL, TIMBER BURIED ANCHOR (Attachment Timber Guardrail) 2 EACH 347 CCI 827 Part V, 5.2.4(3.2) GUARDRAIL, TIMBER to W-BEAM Transition (Attachment Timber Guardrail) 2 EACH 348 CCI 828 Part V, 5.2.4(3.2) Gate (FE6-84-Slide-RA-16) (USACE Std. Sht.) 1 EACH 349 CCI 828 Part V, 5.2.4(3.2) Gate (FE6-84-DO-RA-24) (USACE Std. 872-90-09) 1 EACH 350 CCI 828 Part V, 5.2.4(3.2) Gate (FE6-84-SO-RA-5) (USACE Std.872-90-09) 1 EACH 351 CCI 828 Part V, 5.2.4(3.2) Fence (Type FE6-TR-84) (USACE Std. 872-92-03) 150 LNFT 352 CCI 828 Part V, 5.2.4(3.2) Fence Removal -(Remove Chain Link Fencing & Gate) 225 LNFT 353 CCI 830 Part V, Appendix A BEDDING FOR SLOPE PROTECTION 105 CUYD 354 CCI 830 Part V, Appendix A GEOTEXTILE FABRIC 75 SQYD 355 CCI 830 Part V, Appendix A SLOPE PROTECTION (RIPRAP STONE) 75 CUYD 356 CCI 830 Part V, Appendix A SLOPE PROTECTION (SHOT ROCK) 75 CUYD 357 CCI 831 Part V, Appendix A CONCRETE BACKSLOPE DITCH LINING 105 SQYD 358 CCI 831 Part V, Appendix A CONCRETE DITCH LINING 30 SQYD 359 MCAMI 833 Part V, 5.2.4(3.2) ASPHALT PAVEMENT PATCHING OF PCCP 45 TON 360 CCI 833 Part V, 5.2.4(3.2) PARTIAL DEPTH SAW CUTS (Depth 3" or less) 50 LNFT 361 CCI 833 Part V, 5.2.4(3.2) FULL DEPTH SAW CUTS (Depth 4" to 9") 50 LNFT 362 CCI 833 Part V, 5.2.4(3.2) FULL DEPTH SAW CUTS (Depth 10" to 18") 50 LNFT 363 CCI 833 Part V, 5.2.4(3.2) PCCP EDGE JOINT PATCHING (FULL DEPTH) 15 SQYD 364 CCI 833 Part V, Appendix A PCCP EDGE JOINT PATCHING (FULL DEPTH)(Airfield) 15 SQYD 365 CCI 833 Part V, 5.2.4(3.2) PCCP EDGE JOINT PATCHING (PARTIAL DEPTH) 15 SQYD 366 CCI 833 Part V, Appendix A PCCP EDGE JOINT PATCHING (PARTIAL DEPTH)(Airfield) 15 SQYD 367 CCI 833 Part V, 5.2.4(3.2) PCCP JOINT AND CRACK PATCHING (FULL DEPTH) 15 SQYD 368 CCI 833 Part V, Appendix A PCCP JOINT AND CRACK PATCHING (FULL DEPTH)(9")(Airfield) 15 SQYD 369 CCI 833 Part V, 5.2.4(3.2) PCCP JOINT AND CRACK PATCHING (PARTIAL DEPTH) 15 SQYD 370 CCI 833 Part V, Appendix A PCCP JOINT AND CRACK PATCHING (PARTIAL DEPTH)(Airfield) 15 SQYD 371 CCI 833 Part V, 5.2.4(3.2) PCCP PATCHING (FULL DEPTH) ( 6") (SOUND) 15 SQYD 372 CCI 833 Part V, Appendix A PCCP PATCHING (FULL DEPTH) ( 9") (SOUND)(Airfield) 15 SQYD

373 CCI 833 Part V, 5.2.4(3.2) PCCP PATCHING (FULL DEPTH) ( 9") (SOUND) 15 SQYD 374 CCI 833 Part V, 5.2.4(3.2) PCCP PATCHING (FULL DEPTH) (12") (SOUND) 15 SQYD 375 MCAMI 835 Part V, 5.2.4(3.2) SEALING ASPHALT CRACKS (>1/2" <2.0") 750 LNFT 376 MCAMI 835 Part V, 5.2.4(3.2) SEALING ASPHALT CRACKS (>1/8" <=1/2") 1500 LNFT 377 MCAMI 835 Part V, 5.2.4(3.2) SEALING LONGITUDINAL ASPHALT SHOULDER JOINT 1500 LNFT 378 MCAMI 835 Part V, 5.2.4(3.2) SEALING PCCP CRACKS (>1/8" <2.0") 750 LNFT 379 MCAMI 835 Part V, 5.2.4(3.2) SEALING PCCP JOINTS (LONGITUDINAL) 750 LNFT 380 MCAMI 835 Part V, 5.2.4(3.2) SEALING PCCP JOINTS (TRANSVERSE) 750 LNFT 381 CCI 835 Part V, 5.2.4(3.2) SEALING SPALLED PCCP JOINTS & CRACKS (>2.0" <=3.0") 750 LNFT 382 CCI 835 Part V, 5.2.4(3.2) SEALING SPALLED PCCP JOINTS & CRACKS TY A OR B(>2.0" <=3.0") 750 LNFT 383 CCI 837 Part V, 5.2.4(3.2) Pavement Edge Wedge (Millings)(Install Only) 45 TON 384 CCI 837 Part V, 5.2.4(3.2) Pavement Edge Wedge (Rock) 60 TON 385 CCI 838 Part V, 5.2.4(3.2) GRINDING CONCRETE SURFACE 20 SQYD 386 MCAMI 840 Part V, 5.2.4(3.2) Temporary Surfacing Material (HMA) 30 TON 387 CCI 842 Part V, 5.2.4(3.2) DRILLING AND GROUTING 15 EACH 388 CCI 843 Part V, 5.2.4(3.2) FLOWABLE FILL (HIGH STRENGTH) 30 CUYD 389 CCI 843 Part V, 5.2.4(3.2) FLOWABLE FILL (LOW STRENGTH) 30 CUYD 390 CCI 845 Part V, 5.2.4(3.2) CCTV Pipe Inspection (24" or Less)(Section 33 01 30.16) 100 LNFT 391 CCI 845 Part V, 5.2.4(3.2) CCTV Pipe Inspection (36" or Greater)(Section 33 01 30.16) 100 LNFT 392 CCI 849 Part V, 5.2.4(3.2) GEOMEMBRANE 75 SQYD 393 CCI 850 Part V, 5.2.4(3.2) SEPARATION GEOTEXTILE 75 SQYD 394 CCI 851 Part V, 5.2.4(3.2) PAVEMENT WATERPROOFING MEMBRANE 20 SQYD 395 CCI 852 Part V, 5.2.4(3.2) PAVING FABRIC 150 SQYD 396 CCI 853 Part V, 5.2.4(3.2) RETAINING WALL (MBW) 15 SQFT 397 CCI 853 Part V, 5.2.4(3.2) RETAINING WALL (Attachment Historical Wall Detail)(H=5' to 8') 50 SQFT 398 CCI 853 Part V, 5.2.4(3.2) RETAINING WALL (Attachment Historical Wall Detail)(H=9' to 12') 50 SQFT 399 CCI 853 Part V, 5.2.4(3.2) RETAINING WALL (Attachment Historical Wall Detail)(H=13' to 16') 50 SQFT 400 CCI 854 Part V, 5.2.4(3.2) LANDSCAPE RETAINING WALL 15 SQFT 401 CCI 855 Part V, 5.2.4(3.2) PAVING BRICK 15 SQYD 402 CCI 856 Part V, 5.2.4(3.2) CONCRETE PARKING BLOCK 3 EACH 403 CCI 858 Part V, 5.2.4(3.2) BRIDGE APPROACH SLAB FOOTING 10 CUYD 404 CCI 901 KDHE Permit Erosion Control KDHE Stormwater Permit for Task Orders > 1 Acre Site 1 EACH 405 CCI 902 Part V, 5.2.4(3.2) EROSION CONTROL (CLASS 1) (TYPE C) 75 SQYD 406 CCI 902 Part V, 5.2.4(3.2) EROSION CONTROL (CLASS 1) (TYPE D) 75 SQYD 407 CCI 902 Part V, 5.2.4(3.2) EROSION CONTROL (CLASS 2) (TYPE E) 75 SQYD 408 CCI 902 Part V, 5.2.4(3.2) EROSION CONTROL (CLASS 2) (TYPE F) 75 SQYD 409 CCI 902 Part V, 5.2.4(3.2) EROSION CONTROL (CLASS 2) (TYPE G) 75 SQYD 410 CCI 902 Part V, 5.2.4(3.2) EROSION CONTROL (CLASS 2) (TYPE H) 75 SQYD 411 CCI 902 Part V, 5.2.4(3.2) GEOTEXTILE (EROSION CONTROL) 75 SQYD 412 CCI 902 Part V, 5.2.4(3.2) SILT FENCE 150 LNFT 413 CCI 902 Part V, 5.2.4(3.2) SOIL EROSION MIX (Attachment KDOT Dist. 2 Mix) 100 SQYD 414 CCI 902 Part V, 5.2.4(3.2) TEMPORARY BERM (SET PRICE) 15 LNFT 415 CCI 902 Part V, 5.2.4(3.2) TEMPORARY DITCH CHECK (BIODEGRADABLE LOG) (20") 75 LNFT 416 CCI 902 Part V, 5.2.4(3.2) TEMPORARY INLET SEDIMENT BARRIER 1 EACH 417 CCI 902 Part V, 5.2.4(3.2) TEMPORARY FERTILIZER (16-20-0) 100 LBS 418 CCI 902 Part V, 5.2.4(3.2) Temporary Seed (Attachment KDOT Dist. 2 Mix) 100 SQYD 419 CCI 902 Part V, 5.2.4(3.2) MULCHING (Temporary)(Mulch 2 tons/Acre) 2 TON 420 CCI 905 Part V, 5.2.4(3.2) MULCHING (TACKING SLURRY) (Temporary)(Tack 900 lbs/Acre) 900 LBS 421 CCI 913 Part V, Appendix A Water System -Relocate Fire Hydrant & Valve up to 20-ft distance 1 EACH 422 CCI 1108 Part V, Appendix A COVER MATERIAL (CM-L-2) 75 CUYD 423 CCI 1108 Part V, Appendix A COVER MATERIAL (CM-A) 75 CUYD 424 MCAMI 1203 Part V, Appendix A EMULSIFIED ASPHALT (CRS-1HP) (SEAL) 100 TON

Line No.

EPA KDOT

Spec.

Verification or Acceptance Tests

Long Description DAILY

RATE

Unit

425 CCI 904 Part V, 5.2.4(3.2) Seed (Urban Mix)(Attachment KDOT Dist. 2 Mix) 100 SQYD 426 CCI 904 Part V, 5.2.4(3.2) Seed (SHLDR)(Attachment KDOT Dist. 2 Mix) 100 SQYD 427 CCI 904 Part V, 5.2.4(3.2) Seed (Other)(Attachment KDOT Dist. 2 Mix) 100 SQYD 428 CCI 903 Part V, 5.2.4(3.2) FERTILIZER (13-13-13) 100 LBS 429 CCI 903 Part V, 5.2.4(3.2) FERTILIZER (16-20-0) 100 LBS 430 CCI 905 Part V, 5.2.4(3.2) MULCHING (HYDRO) 100 SQYD 431 CCI 905 Part V, 5.2.4(3.2) MULCHING (PERMANENT)(2 Tons/ Acre) 2 TON 432 CCI 905 Part V, 5.2.4(3.2) MULCHING (TACKING SLURRY)(Tack 900 lbs/Acre) 900 LBS 433 CCI 906 Part V, 5.2.4(3.2) SOD (BUFFALO GRASS AND BLUE GRAMA BLEND) (STRIPS) 25 SQYD 434 CCI 906 Part V, 5.2.4(3.2) SOD (FESCUE) (STRIPS) 25 SQYD 435 CCI 906 Part V, 5.2.4(3.2) TOPSOIL 100 CUYD 436 CCI 908 Part V, 5.2.4(3.2) Deciduous Tree (Frontier hybrid elm) (1.25" to 2" Caliper) 2 EACH 437 CCI 908 Part V, 5.2.4(3.2) Evergreen Tree (Canaert eastern redcedar)(less than 1.25" Caliper) 2 EACH

SEEDING (CLIN 0002)

BaseYear