JA-28_EAFB_Seed_Project_Pricing_Data_Sheet.xlsx
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- Paving MACC Federal contract opportunity
- Solicitation number
- FA5004-15-R-C001
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JA-28 EAFB Seed Project Pricing Data Sheet
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Base Year
| DEMOLITION OF AIRFIELD PAVEMENTS | ||||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | ESTIMATED UNIT PRICE | ESTIMATED QUANTITY | ESTIMATED QUANTITY | |
| 1 | SAWCUT NEW OR EXISTING ASPHALT, | |||||
| EXCLUDES JOINT CUTTING/ WIDENING | IN-FT | $ - 0 | ||||
| 2 | SAWCUT NEW OR EXISTING PORTLAND | |||||
| CEMENT CONCRETE | IN-FT | $ - 0 | ||||
| 3 | REMOVE EXISTING ASPHALT TO 3" INCHES | |||||
| THICK, HAULING OFF BASE | SY | $ - 0 | ||||
| 4 | REMOVE EXISTING ASPHALT OVER 3" TO 6" | |||||
| THICK, HAULING OFF BASE | SY | $ - 0 | ||||
| 5 | REMOVE EXISTING ASPHALT OVER 6" THICK, HAULING OFF BASE | SY | $ - 0 | |||
| 6 | COLD-MILLING OF ASPHALT TO 3" & | |||||
| HAULING OFF BASE | SY | $ - 0 | ||||
| 7 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", ISOLATED AREAS
| <400 SF, ON-BASE DISPOSAL | SY | $ - 0 | |
| 8 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", LARGE AREAS
| >400SF, ON-BASE DISPOSAL | SY | $ - 0 | ||||
| 9 | ADDITIONAL REMOVAL COST FOR L/I'S 7-10 | |||||
| IF CONCRETE IS REINFORCED | SY | $ - 0 | ||||
| 10 | REMOVE MISCELLANEOUS CONCRETE, | |||||
| UNREINFORCED, ON-BASE DISPOSAL | CY | $ - 0 | ||||
| 11 | ADDITIONAL REMOVAL COST FOR L/I 12 IF | |||||
| CONCRETE IS REINFORCED | CY | $ - 0 | ||||
| 12 | REMOVE EXISTING CULVERT, TO 12" | LF | $ - 0 | |||
| 13 | REMOVE EXISTING CULVERT, OVER 12" TO | |||||
| 24" | LF | $ - 0 | ||||
| 14 | REMOVE EXISTING CULVERT, OVER 24" | LF | $ - 0 | |||
| 15 | REMOVAL OF PAVEMENT MARKINGS | SF | $ - 0 | |||
| DEMOLITION OF NON-AIRFIELD PAVEMENTS | ||||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | ESTIMATED UNIT PRICE | ESTIMATED QUANTITY | ESTIMATED QUANTITY | |
| 16 | SAWCUT NEW OR EXISTING ASPHALT, | |||||
| EXCLUDES JOINT CUTTING/ WIDENING | IN-FT | 978 | $ - 0 | |||
| 17 | SAWCUT NEW OR EXISTING PORTLAND | |||||
| CEMENT CONCRETE | IN-FT | 322 | $ - 0 | |||
| 18 | REMOVE EXISTING ASPHALT TO 3" INCHES | |||||
| THICK, HAULING OFF BASE | SY | 10000 | $ - 0 | |||
| 19 | COLD-MILLING OF ASPHALT TO 2" & | |||||
| HAULING OFF BASE | SY | $ - 0 | ||||
| 20 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", ISOLATED AREAS
| <400 SF, ON-BASE DISPOSAL | SY | $ - 0 | |
| 21 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", LARGE AREAS
| >400SF, ON-BASE DISPOSAL | SY | $ - 0 | ||||
| 22 | ADDITIONAL REMOVAL COST FOR L/I'S 7-10 | |||||
| IF CONCRETE IS REINFORCED | SY | $ - 0 | ||||
| 23 | REMOVE MISCELLANEOUS CONCRETE, | |||||
| UNREINFORCED | CY | $ - 0 | ||||
| 24 | ADDITIONAL REMOVAL COST FOR L/I 12 IF | |||||
| CONCRETE IS REINFORCED | CY | $ - 0 | ||||
| 25 | REMOVE CURB & GUTTER, CURB ONLY, OR | |||||
| VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF | LF | 1100 | $ - 0 | |||
| 26 | REMOVE CURB & GUTTER, CURB ONLY, OR | |||||
| VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF | LF | $ - 0 | ||||
| 27 | REMOVE CONCRETE SIDEWALK; TO 400SF | SF | $ - 0 | |||
| 28 | REMOVE CONCRETE SIDEWALK; OVER 400SF | SF | 600 | $ - 0 | ||
| 29 | REMOVE EXISTING CULVERT, TO 12" | LF | $ - 0 | |||
| 30 | REMOVE EXISTING CULVERT, OVER 12" TO | |||||
| 24" | LF | $ - 0 | ||||
| 31 | REMOVE EXISTING CULVERT, OVER 24" | LF | $ - 0 | |||
| 32 | REMOVAL OF PAVEMENT MARKINGS | SF | $ - 0 | |||
| AIRFIELD SITE PREPARATION | ||||||
| CLIN | DESCRIPTION | UNIT OF | ||||
| ISSUE | ESTIMATED UNIT PRICE | ESTIMATED QUANTITY | ESTIMATED QUANTITY | |||
| 33 | EXCAVATE EXISTING BASE, SUBBASE, | |||||
| STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL < 3,000CY | CY | $ - 0 | ||||
| 34 | EXCAVATE EXISTING BASE, SUBBASE, | |||||
| STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL OVER 3,000CY | CY | $ - 0 | ||||
| 35 | EXCAVATE EXISTING BASE, SUBBASE, | |||||
| STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED < 3,000CY | CY | $ - 0 | ||||
| 36 | EXCAVATE EXISTING BASE, SUBBASE, | |||||
| STONE OR TOPSOIL; STOCKPILE ON PROJECT SITE OR OTHER APPROVED LOCATION TO BE REUSED, OVER 3,000CY | CY | $ - 0 | ||||
| 37 | REUSE EXISTING OR STOCKPILED ONSITE | |||||
| SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, < 3,000CY | CY | $ - 0 | ||||
| 38 | REUSE EXISTING OR STOCKPILED ONSITE | |||||
| SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, OVER 3,000CY | CY | $ - 0 | ||||
| 39 | SCARIFY, FINISH, GRADE & COMPACT | |||||
| EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; TO 15,000SY | SY | $ - 0 | ||||
| 40 | SCARIFY, FINISH, GRADE & COMPACT | |||||
| EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; OVER 15,000SY | SY | $ - 0 | ||||
| 41 | NEW SUBBASE, STRUCTURAL FILL, | |||||
| INCLUDES SUPPLY, PLACE, GRADE & COMPACT TO 100% DENSITY | CY | $ - 0 | ||||
| 42 | NEW BASE COUSE (HIGH FRACTURE D-1), | |||||
| INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY TO 2500 CY | CY | $ - 0 | ||||
| 43 | NEW BASE COUSE (HIGH FRACTURE D-1), | |||||
| INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY OVER 2500 CY | CY | $ - 0 | ||||
| NON-AIRFIELD SITE PREPARATION | ||||||
| CLIN | DESCRIPTION | UNIT OF | ||||
| ISSUE | ESTIMATED UNIT PRICE | ESTIMATED QUANTITY | ESTIMATED QUANTITY | |||
| 44 | EXCAVATE EXISTING BASE, SUBBASE, | |||||
| STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL < 3,000CY | CY | 160 | $ - 0 | |||
| 45 | EXCAVATE EXISTING BASE, SUBBASE, | |||||
| STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED < 3,000CY | CY | $ - 0 | ||||
| 46 | REUSE EXISTING/ STOCKPILED ONSITE MAT'L AS | |||||
| SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 98% DENSITY | CY | $ - 0 | ||||
| 47 | SCARIFY, FINISH GRADE & COMPACT | |||||
| EXISTING BASE COURSE; TO 15,000 SY | SY | 2210 | $ - 0 | |||
| 48 | NEW SUBBASE, STRUCTURAL FILL, INCLUDES SUPPLY, PLACE, GRADE & COMPACT | CY | 185 | $ - 0 | ||
| 49 | NEW SUBBASE, RECLAIMED ASPHALT FROM | |||||
| BASE STOCKPILE; INCLUDES PLACE, GRADE & COMPACT TO 98% DENSITY | CY | 8 | $ - 0 | |||
| 50 | NEW BASE COURSE (D-1), INCLUDES SUPPLY, | |||||
| PLACE, FINISH GRADE & COMPACT TO 100% | CY | 185 | $ - 0 | |||
| 51 | NEW BASE COURSE(RECLAIMED ASPHALT | |||||
| FROM BASE STOCKPILE, PLACE, FINISH GRADE & COMPACT TO 100% | CY | 200 | $ - 0 | |||
| 52 | PULVERIZE ASPHALT AND BASE COURSE IN | |||||
| PLACE TO 6", INCLUDES REGRADE AND COMPACT TO 100% | SY | $ - 0 | ||||
| AIRFIELD PAVING | ||||||
| CLIN | DESCRIPTION | UNIT OF | ||||
| ISSUE | NEW PRICE | ESTIMATED QUANTITY | ESTIMATED QUANTITY | |||
| 53 | NEW SBS MODIFIED ASPHALT INCLUDES | |||||
| SUPPLY, PLACE, GRADE AND COMPACT TO 2500 TONS | TON | $ - 0 | ||||
| 54 | NEW SBS MODIFIED ASPHALT INCLUDES | |||||
| SUPPLY, PLACE, GRADE AND COMPACT OVER 2500 TONS | TON | $ - 0 | ||||
| 55 | CONSTRUCT CONCRETE SLABS- | |||||
| UNREINFORCED, OVER 6" THICK, ISOLATED AREAS UP TO 400SF | CY | $ - 0 | ||||
| 56 | CONSTRUCT CONCRETE SLABS- | |||||
| UNREINFORCED, OVER 6" THICK, LARGE AREAS, >400SF | CY | $ - 0 | ||||
| 57 | INSTALL MISCELLANEOUS CONCRETE, | |||||
| INCLUDES FORMWORK AND FINISHING, UNREINFORCED | CY | $ - 0 | ||||
| 58 | ADD STEEL REINFORCEMENT TO L/I'S 45-49, | |||||
| #4 TO #8 BARS | TON | $ - 0 | ||||
| 59 | DOWELS SUPPLIED IN FORM EDGES OR | |||||
| DRILLED INTO EXISTING CONCRETE IAW UFC 3-260-02 | EA | $ - 0 | ||||
| NON-AIRFIELD PAVING | ||||||
| CLIN | DESCRIPTION | UNIT OF | ||||
| ISSUE | ESTIMATED UNIT PRICE | ESTIMATED QUANTITY | ESTIMATED QUANTITY | |||
| 60 | NEW ASPHALT PAVEMENT, INCLUDES | |||||
| SUPPLY, PLACE, GRADE AND COMPACT. | TON | 325 | $ - 0 | |||
| 61 | CONSTRUCT CONCRETE SLABS- | |||||
| UNREINFORCED, OVER 6" THICK, ISOLATED AREAS UP TO 400SF | CY | $ - 0 | ||||
| 62 | CONSTRUCT CONCRETE SLABS- | |||||
| UNREINFORCED, OVER 6" THICK, LARGE AREAS, >400SF | CY | $ - 0 | ||||
| 63 | INSTALL MISCELLANEOUS CONCRETE, | |||||
| INCLUDES FORMWORK AND FINISHING, UNREINFORCED | CY | $ - 0 | ||||
| 64 | ADD STEEL REINFORCEMENT TO L/I'S 45-49, | |||||
| #4 TO #8 BARS | TON | $ - 0 | ||||
| 65 | DOWELS SUPPLIED IN FORM EDGES OR | |||||
| DRILLED INTO EXISTING CONCRETE IAW UFC 3-250-01 | EA | $ - 0 | ||||
| 66 | INSTALL CURB & GUTTER, CURB ONLY, OR | |||||
| VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF | LF | $ - 0 | ||||
| 67 | INSTALL CURB & GUTTER, CURB ONLY, OR | |||||
| VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF | LF | 1100 | $ - 0 | |||
| 68 | CONSTRUCT NEW FIBER REINFORCED | |||||
| CONCRETE SIDEWALK TO 400SF | SF | $ - 0 | ||||
| 69 | CONSTRUCT NEW FIBER REINFORCED | |||||
| CONCRETE SIDEWALK OVER 400SF | SF | 1200 | $ - 0 | |||
| 70 | INSTALL SIDEWALK SCUPPER WITH 4 FT SPILLWAY INCLUDES FORMWORK, REINFORCEMENT AND GRATE | EA | $ - 0 | |||
| 71 | INSTALL CURB RAMP WITH CAST IN PLACE DETECTABLE WARNING TILE , INCLUDING FORMWORK | EA | $ - 0 | |||
| AIRFIELD FINISH WORK | ||||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | ESTIMATED UNIT PRICE | ESTIMATED QUANTITY | ESTIMATED QUANTITY | |
| 72 | SAWCUT WIDENING OF PORTLAND CEMENT | |||||
| CONCRETE JOINT FOR JOINT SEALANT | LF | $ - 0 | ||||
| 73 | CUT/WIDEN JOINTS IN ASPHALT FOR JOINT | |||||
| SEALANT | LF | $ - 0 | ||||
| 74 | INSTALL NEW HOT POUR JOINT SEALANT IN | |||||
| ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; LESS THAN 10,000LF | LF | $ - 0 | ||||
| 75 | INSTALL NEW HOT POUR JOINT SEALANT IN | |||||
| ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; OVER 10,000LF | LF | $ - 0 | ||||
| 76 | INSTALL PREFORMED JOINT SEAL IN | |||||
| CONCRETE | LF | $ - 0 | ||||
| 77 | INSTALL TOPSOIL TO 6" DEPTH; INCLUDES | |||||
| SUPPLY, PLACE AND FINISH GRADE | SY | $ - 0 | ||||
| 78 | INSTALL HYDROSEED MIX | SY | $ - 0 | |||
| 79 | INSTALL BULL ROCK OR RIP-RAP FOR | |||||
| EROSION CONTROL; UP TO 6" PIECES | CY | $ - 0 | ||||
| 80 | NEW PAVEMENT MARKINGS, WATERBORNE PAINT, 6" LINES | LF | $ - 0 | |||
| 81 | PAINT AIRFIELD MARKINGS, WATERBORNE, OTHER THAN 6" LINES | SF | $ - 0 | |||
| NON-AIRFIELD FINISH WORK | ||||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | ESTIMATED UNIT PRICE | ESTIMATED QUANTITY | ESTIMATED QUANTITY | |
| 82 | SAWCUT WIDENING OF PORTLAND CEMENT | |||||
| CONCRETE JOINT FOR JOINT SEALANT | LF | $ - 0 | ||||
| 83 | INSTALL PREFORMED JOINT SEAL IN | |||||
| CONCRETE | LF | $ - 0 | ||||
| 84 | INSTALL TOPSOIL TO 6" DEPTH; INCLUDES | |||||
| SUPPLY, PLACE AND FINISH GRADE | SY | 400 | $ - 0 | |||
| 85 | INSTALL HYDROSEED MIX | SY | 400 | $ - 0 | ||
| 86 | INSTALL BULL ROCK OR RIP-RAP FOR | |||||
| EROSION CONTROL; UP TO 6" PIECES | CY | $ - 0 | ||||
| 87 | INSTALL BULL ROCK OR RIP-RAP FOR | |||||
| EROSION CONTROL; 12"+ PIECES | CY | $ - 0 | ||||
| 88 | NEW PAVEMENT MARKINGS, METHYL | |||||
| METHACRYLATE, 4" LINES | LF | 2200 | $ - 0 | |||
| 89 | NEW PAVEMENT MARKINGS, LOW VOC | |||||
| SOLVENT BASED, 4" LINES | LF | $ - 0 | ||||
| 90 | PAINT PAVEMENT, LOW VOC SOLVENT BASED, MARKINGS, ARROWS, ETC… | SF | 248 | $ - 0 | ||
| AIRFIELD MAINTENANCE | ||||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | ESTIMATED UNIT PRICE | ESTIMATED QUANTITY | ESTIMATED QUANTITY | |
| 91 | ROUT CRACKS IN ASPHALT FOR CRACK | |||||
| SEALANT INSTALLATION; TO 10,000LF | LF | $ - 0 | ||||
| 92 | ROUT CRACKS IN ASPHALT FOR CRACK | |||||
| SEALANT INSTALLATION; OVER 10,000LF | LF | $ - 0 | ||||
| 93 | HOT POUR ASPHALT CRACK SEALING; LESS | |||||
| THAN 10,000 LF | LF | $ - 0 | ||||
| 94 | HOT POUR ASPHALT CRACK SEALING 10,000 | |||||
| LF MINIMUM | LF | $ - 0 | ||||
| 95 | ROUT CRACKS IN PORTLAND CEMENT | |||||
| CONCRETE FOR CRACK SEALANT INSTALLATION | LF | $ - 0 | ||||
| 96 | INSTALL SILICONE JOINT SEALANT IN | |||||
| CONCRETE JOINTS AND/OR CRACKS, DOW CORNING 890-SL OR EQUIVALENT | LF | $ - 0 | ||||
| AIRFIELD MISCELLANEOUS | ||||||
| CLIN | DESCRIPTION | UNIT OF | ||||
| ISSUE | ESTIMATED UNIT PRICE | ESTIMATED QUANTITY | ESTIMATED QUANTITY | |||
| 97 | CLEARING AND GRUBBING, INCLUDES HAULING & DISPOSAL | CSF | $ - 0 | |||
| 98 | INSTALL NEW CMP CULVERT, UP TO 12" | |||||
| DIAMETER | LF | $ - 0 | ||||
| 99 | INSTALL NEW CMP CULVERT, OVER 12" TO | |||||
| 24" DIA | LF | $ - 0 | ||||
| 100 | INSTALL NEW CMP CULVERT, OVER 24" TO | |||||
| 36" DIA | LF | $ - 0 | ||||
| 101 | INSTALL GEOTEXTILE FABRIC | SY | $ - 0 | |||
| 102 | INSTALL PETROLEUM RESISTANT SEAL | |||||
| COAT | SY | $ - 0 | ||||
| 103 | PERFORM PETROLEUM CONTAMINATED | |||||
| SOIL TESTING IAW ADEC REQUIREMENTS | EA | $ - 0 | ||||
| 104 | REMOVE, HAUL & DISPOSE OF PETROLEUM | |||||
| CONTAMINATED SOIL IAW ADEC REQUIREMENTS | CY | $ - 0 | ||||
| NON-AIRFIELD MISCELLANEOUS | ||||||
| CLIN | DESCRIPTION | UNIT OF | ||||
| ISSUE | ESTIMATED UNIT PRICE | ESTIMATED QUANTITY | ESTIMATED QUANTITY | |||
| 105 | CLEARING AND GRUBBING, INCLUDES HAULING & DISPOSAL | CSF | $ - 0 | |||
| 106 | INSTALL SAND FOR CONDUIT BEDDING | CY | $ - 0 | |||
| 107 | INSTALL NEW CMP CULVERT, UP TO 12" | |||||
| DIAMETER | LF | $ - 0 | ||||
| 108 | INSTALL NEW CMP CULVERT, OVER 12" TO | |||||
| 24" DIA | LF | $ - 0 | ||||
| 109 | INSTALL NEW CMP CULVERT, OVER 24" TO | |||||
| 36" DIA | LF | $ - 0 | ||||
| 110 | INSTALL GEOTEXTILE FABRIC | SY | $ - 0 | |||
| 111 | PERFORM PETROLEUM CONTAMINATED | |||||
| SOIL TESTING IAW ADEC REQUIREMENTS | EA | 2 | $ - 0 | |||
| 112 | REMOVE, HAUL & DISPOSE OF PETROLEUM | |||||
| CONTAMINATED SOIL IAW ADEC REQUIREMENTS | CY | 20 | $ - 0 | |||
| 113 | INSTALL 2 OUTLET HEAD BOLT OUTLET TO INCLUDE VANTERA, INC INTELLIGENT PARKING LOT CONTROLLER (IPLC), JUNCTION BOX(S), PANELBOARD, AND ASSOCIATED WORK | EA | $ - 0 | |||
| 114 | INSTALL 4 OUTLET HEAD BOLT OUTLET TO INCLUDE VANTERA, INC INTELLIGENT PARKING LOT CONTROLLER (IPLC), JUNCTION BOX(S), PANELBOARD, AND ASSOCIATED WORK | EA | $ - 0 | |||
| 115 | INSTALL 2" PVC ELECTRICAL CONDUIT AND ASSOCIATED HBO WIRING | LF | $ - 0 | |||
| TOTAL ESTIMATED PRICE | $ - 0 | |||||
| DEMOLITION OF AIRFIELD PAVEMENTS | ||||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | ESTIMATED UNIT PRICE | |||
| 1001 | SAWCUT NEW OR EXISTING ASPHALT, | |||||
| EXCLUDES JOINT CUTTING/ WIDENING | IN-FT | $0.39 | ||||
| 1002 | SAWCUT NEW OR EXISTING PORTLAND | |||||
| CEMENT CONCRETE | IN-FT | $0.97 | ||||
| 1003 | REMOVE EXISTING ASPHALT TO 3" INCHES | |||||
| THICK, HAULING OFF BASE | SY | $3.89 | ||||
| 1004 | REMOVE EXISTING ASPHALT OVER 3" TO 6" | |||||
| THICK, HAULING OFF BASE | SY | $4.14 | ||||
| 1005 | REMOVE EXISTING ASPHALT OVER 6" THICK, HAULING OFF BASE | SY | $4.78 | |||
| 1006 | COLD-MILLING OF ASPHALT TO 3" & | |||||
| HAULING OFF BASE | SY | $5.50 | ||||
| 1007 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", ISOLATED AREAS
| <400 SF, ON-BASE DISPOSAL | SY | $58.17 |
| 1008 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", LARGE AREAS
| >400SF, ON-BASE DISPOSAL | SY | $25.84 | ||
| 1009 | ADDITIONAL REMOVAL COST FOR L/I'S 7-10 | |||
| IF CONCRETE IS REINFORCED | SY | $7.75 | ||
| 1010 | REMOVE MISCELLANEOUS CONCRETE, | |||
| UNREINFORCED, ON-BASE DISPOSAL | CY | $38.77 | ||
| 1011 | ADDITIONAL REMOVAL COST FOR L/I 12 IF | |||
| CONCRETE IS REINFORCED | CY | $12.92 | ||
| 1012 | REMOVE EXISTING CULVERT, TO 12" | LF | $15.51 | |
| 1013 | REMOVE EXISTING CULVERT, OVER 12" TO | |||
| 24" | LF | $32.31 | ||
| 1014 | REMOVE EXISTING CULVERT, OVER 24" | LF | $38.77 | |
| 1015 | REMOVAL OF PAVEMENT MARKINGS | SF | $6.61 | |
| DEMOLITION OF NON-AIRFIELD PAVEMENTS | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | ESTIMATED UNIT PRICE | |
| 1016 | SAWCUT NEW OR EXISTING ASPHALT, | |||
| EXCLUDES JOINT CUTTING/ WIDENING | IN-FT | $0.35 | ||
| 1017 | SAWCUT NEW OR EXISTING PORTLAND | |||
| CEMENT CONCRETE | IN-FT | $0.89 | ||
| 1018 | REMOVE EXISTING ASPHALT TO 3" INCHES | |||
| THICK, HAULING OFF BASE | SY | $3.53 | ||
| 1019 | COLD-MILLING OF ASPHALT TO 2" & | |||
| HAULING OFF BASE | SY | $5.00 | ||
| 1020 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", ISOLATED AREAS
| <400 SF, ON-BASE DISPOSAL | SY | $52.88 |
| 1021 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", LARGE AREAS
| >400SF, ON-BASE DISPOSAL | SY | $23.49 | ||
| 1022 | ADDITIONAL REMOVAL COST FOR L/I'S 7-10 | |||
| IF CONCRETE IS REINFORCED | SY | $7.05 | ||
| 1023 | REMOVE MISCELLANEOUS CONCRETE, | |||
| UNREINFORCED | CY | $35.25 | ||
| 1024 | ADDITIONAL REMOVAL COST FOR L/I 12 IF | |||
| CONCRETE IS REINFORCED | CY | $11.74 | ||
| 1025 | REMOVE CURB & GUTTER, CURB ONLY, OR | |||
| VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF | LF | $12.94 | ||
| 1026 | REMOVE CURB & GUTTER, CURB ONLY, OR | |||
| VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF | LF | $4.52 | ||
| 1027 | REMOVE CONCRETE SIDEWALK; TO 400SF | SF | $3.76 | |
| 1028 | REMOVE CONCRETE SIDEWALK; OVER 400SF | SF | $2.13 | |
| 1029 | REMOVE EXISTING CULVERT, TO 12" | LF | $14.10 | |
| 1030 | REMOVE EXISTING CULVERT, OVER 12" TO | |||
| 24" | LF | $29.38 | ||
| 1031 | REMOVE EXISTING CULVERT, OVER 24" | LF | $35.25 | |
| 1032 | REMOVAL OF PAVEMENT MARKINGS | SF | $6.00 | |
| AIRFIELD SITE PREPARATION | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 1033 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL < 3,000CY | CY | $14.70 | ||
| 1034 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL OVER 3,000CY | CY | $13.50 | ||
| 1035 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED < 3,000CY | CY | $11.05 | ||
| 1036 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED, OVER 3,000CY | CY | $10.28 | ||
| 1037 | REUSE EXISTING OR STOCKPILED ONSITE | |||
| SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, < 3,000CY | CY | $14.10 | ||
| 1038 | REUSE EXISTING OR STOCKPILED ONSITE | |||
| SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, OVER 3,000CY | CY | $11.74 | ||
| 1039 | SCARIFY, FINISH, GRADE & COMPACT | |||
| EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; TO 15,000SY | SY | $2.35 | ||
| 1040 | SCARIFY, FINISH, GRADE & COMPACT | |||
| EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; OVER 15,000SY | SY | $2.11 | ||
| 1041 | NEW SUBBASE, STRUCTURAL FILL, | |||
| INCLUDES SUPPLY, PLACE, GRADE & COMPACT TO 100% DENSITY | CY | $22.16 | ||
| 1042 | NEW BASE COUSE (HIGH FRACTURE D-1), | |||
| INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY TO 2500 CY | CY | $76.37 | ||
| 1043 | NEW BASE COUSE (HIGH FRACTURE D-1), | |||
| INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY OVER 2500 CY | CY | $72.25 | ||
| NON-AIRFIELD SITE PREPARATION | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 1044 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL < 3,000CY | CY | $14.70 | ||
| 1045 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED < 3,000CY | CY | $11.05 | ||
| 1046 | REUSE EXISTING/ STOCKPILED ONSITE MAT'L AS | |||
| SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 98% DENSITY | CY | $14.10 | ||
| 1047 | SCARIFY, FINISH GRADE & COMPACT | |||
| EXISTING BASE COURSE; TO 15,000 SY | SY | $1.46 | ||
| 1048 | NEW SUBBASE, STRUCTURAL FILL, INCLUDES SUPPLY, PLACE, GRADE & COMPACT | CY | $20.45 | |
| 1049 | NEW SUBBASE, RECLAIMED ASPHALT FROM | |||
| BASE STOCKPILE; INC. PLACE, GRADE & COMPACT TO 98% DENSITY | CY | $18.20 | ||
| 1050 | NEW BASE COURSE(D-1), INCLUDES SUPPLY, | |||
| PLACE, FINISH GRADE & COMPACT TO 100% | CY | $70.49 | ||
| 1051 | NEW BASE COURSE(RECLAIMED ASPHALT | |||
| FROM BASE STOCKPILE, PLACE, FINISH GRADE & COMPACT TO 100% | CY | $45.89 | ||
| 1052 | PULVERIZE ASPHALT AND BASE COURSE IN | |||
| PLACE TO 6", INCLUDES REGRADE AND COMPACT TO 100% | SY | $2.83 | ||
| AIRFIELD PAVING | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 1053 | NEW SBS MODIFIED ASPHALT INCLUDES | |||
| SUPPLY, PLACE, AND GRADE TO 2500 TONS | TON | $193.86 | ||
| 1054 | NEW SBS MODIFIED ASPHALT INCLUDES | |||
| SUPPLY, PLACE, AND GRADE OVER 2500 TONS | TON | $183.52 | ||
| 1055 | CONSTRUCT CONCRETE SLABS- | |||
| UNREINFORCED, OVER 6" THICK, ISOLATED AREAS UP TO 400SF | CY | $549.27 | ||
| 1056 | CONSTRUCT CONCRETE SLABS- | |||
| UNREINFORCED, OVER 6" THICK, LARGE AREAS, >400SF | CY | $339.90 | ||
| 1057 | INSTALL MISCELLANEOUS CONCRETE, | |||
| INCLUDES FORMWORK AND FINISHING, UNREINFORCED | CY | $581.57 | ||
| 1058 | ADD STEEL REINFORCEMENT TO L/I'S 45-49, | |||
| #4 TO #8 BARS | TON | $3,230.96 | ||
| 1059 | DOWELS SUPPLIED IN FORM EDGES OR | |||
| DRILLED INTO EXISTING CONCRETE | EA | $64.61 | ||
| NON-AIRFIELD PAVING | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 1060 | NEW ASPHALT PAVEMENT, INCLUDES | |||
| SURFACE PREP AND COMPACTION. | TON | $137.47 | ||
| 1061 | CONSTRUCT CONCRETE SLABS- | |||
| UNREINFORCED, OVER 6" THICK, ISOLATED AREAS UP TO 400SF | CY | $499.33 | ||
| 1062 | CONSTRUCT CONCRETE SLABS- | |||
| UNREINFORCED, OVER 6" THICK, LARGE AREAS, >400SF | CY | $411.22 | ||
| 1063 | INSTALL MISCELLANEOUS CONCRETE, | |||
| INCLUDES FORMWORK AND FINISHING, UNREINFORCED | CY | $528.70 | ||
| 1064 | ADD STEEL REINFORCEMENT TO L/I'S 45-49, | |||
| #4 TO #8 BARS | TON | $2,937.24 | ||
| 1065 | DOWELS SUPPLIED IN FORM EDGES OR | |||
| DRILLED INTO EXISTING CONCRETE | EA | $58.74 | ||
| 1066 | INSTALL CURB & GUTTER, CURB ONLY, OR | |||
| VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF | LF | $42.30 | ||
| 1067 | INSTALL CURB & GUTTER, CURB ONLY, OR | |||
| VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF | LF | $30.54 | ||
| 1068 | CONSTRUCT NEW FIBER REINFORCED | |||
| CONCRETE SIDEWALK TO 400SF | SF | $6.76 | ||
| 1069 | CONSTRUCT NEW FIBER REINFORCED | |||
| CONCRETE SIDEWALK OVER 400SF | SF | $6.46 | ||
| 1070 | INSTALL SIDEWALK SPILLWAY | EA | $2,584.76 | |
| 1071 | INSTALL ADA COMPLIANT HANDICAP CURB RAMP, INCLUDES FORMWORK,REINFORCED | EA | $1,762.35 | |
| AIRFIELD FINISH WORK | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | NEW PRICE | |
| 1072 | SAWCUT WIDENING OF PORTLAND CEMENT | |||
| CONCRETE JOINT FOR JOINT SEALANT | LF | $5.82 | ||
| 1073 | CUT/WIDEN JOINTS IN ASPHALT FOR JOINT | |||
| SEALANT | LF | $3.89 | ||
| 1074 | INSTALL NEW HOT POUR JOINT SEALANT IN | |||
| ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; LESS THAN 10,000LF | LF | $2.84 | ||
| 1075 | INSTALL NEW HOT POUR JOINT SEALANT IN | |||
| ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; 10,000LF MINIMUM | LF | $2.65 | ||
| 1076 | INSTALL PREFORMED JOINT SEAL IN | |||
| CONCRETE | LF | $14.23 | ||
| 1077 | INSTALL TOPSOIL TO 6" DEPTH; INCLUDES | |||
| SUPPLY, PLACE AND FINISH GRADE | SY | $8.41 | ||
| 1078 | INSTALL HYDROSEED MIX | SY | $5.17 | |
| 1079 | INSTALL BULL ROCK OR RIP-RAP FOR | |||
| EROSION CONTROL; UP TO 6" PIECES | CY | $77.54 | ||
| 1080 | NEW PAVEMENT MARKINGS, LOW VOC | |||
| SOLVENT BASED, 6" LINES | LF | $1.35 | ||
| 1081 | PAINT AIRFIELD MARKINGS OTHER THAN 6" | |||
| LINES | SF | $3.09 | ||
| NON-AIRFIELD FINISH WORK | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | NEW PRICE | |
| 1082 | SAWCUT WIDENING OF PORTLAND CEMENT | |||
| CONCRETE JOINT FOR JOINT SEALANT | LF | $5.29 | ||
| 1083 | INSTALL PREFORMED JOINT SEAL IN | |||
| CONCRETE | LF | $12.94 | ||
| 1084 | INSTALL TOPSOIL TO 6" DEPTH; INCLUDES | |||
| SUPPLY, PLACE AND FINISH GRADE | SY | $7.64 | ||
| 1085 | INSTALL HYDROSEED MIX | SY | $4.70 | |
| 1086 | INSTALL BULL ROCK OR RIP-RAP FOR | |||
| EROSION CONTROL; UP TO 6" PIECES | CY | $70.49 | ||
| 1087 | INSTALL BULL ROCK OR RIP-RAP FOR | |||
| EROSION CONTROL; 12"+ PIECES | CY | $82.25 | ||
| 1088 | NEW PAVEMENT MARKINGS, METHYL | |||
| METHACRYLATE, 4" LINES | LF | $1.44 | ||
| 1089 | NEW PAVEMENT MARKINGS, LOW VOC | |||
| SOLVENT BASED, 4" LINES | LF | $0.58 | ||
| 1090 | PAINT PAVEMENT MARKINGS, ARROWS, | |||
| ETC… | SF | $3.82 | ||
| AIRFIELD MAINTENANCE | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | NEW PRICE | |
| 1091 | ROUT CRACKS IN ASPHALT FOR CRACK | |||
| SEALANT INSTALLATION; TO 10,000LF | LF | $1.48 | ||
| 1092 | ROUT CRACKS IN ASPHALT FOR CRACK | |||
| SEALANT INSTALLATION; OVER 10,000LF | LF | $1.43 | ||
| 1093 | HOT POUR ASPHALT CRACK SEALING; LESS | |||
| THAN 10,000 LF | LF | $1.68 | ||
| 1094 | HOT POUR ASPHALT CRACK SEALING 10,000 | |||
| LF MINIMUM | LF | $1.61 | ||
| 1095 | ROUT CRACKS IN PORTLAND CEMENT | |||
| CONCRETE FOR CRACK SEALANT INSTALLATION | LF | $5.17 | ||
| 1096 | INSTALL SILICONE JOINT SEALANT IN | |||
| CONCRETE JOINTS AND/OR CRACKS | LF | $5.17 | ||
| AIRFIELD MISCELLANEOUS | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 1097 | CLEARING AND GRUBBING, INCLUDES HAULING & DISPOSAL | CSF | $64.61 | |
| 1098 | INSTALL SAND FOR CONDUIT BEDDING | CY | $116.31 | |
| 1099 | INSTALL NEW CMP CULVERT, UP TO 12" | |||
| DIAMETER | LF | $48.72 | ||
| 1100 | INSTALL NEW CMP CULVERT, OVER 12" TO | |||
| 24" DIA | LF | $79.31 | ||
| 1101 | INSTALL NEW CMP CULVERT, OVER 24" TO | |||
| 36" DIA | LF | $116.31 | ||
| 1102 | INSTALL GEOTEXTILE FABRIC | SY | $1.61 | |
| 1103 | INSTALL PETROLEUM RESISTANT SEAL | |||
| COAT | SY | $6.07 | ||
| 1104 | PERFORM PETROLEUM CONTAMINATED | |||
| SOIL TESTING | EA | $1,033.91 | ||
| 1105 | REMOVE, HAUL & DISPOSE OF PETROLEUM | |||
| CONTAMINATED SOIL | CY | $352.83 | ||
| NON-AIRFIELD MISCELLANEOUS | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 1106 | CLEARING AND GRUBBING, INCLUDES HAULING & DISPOSAL | CSF | $58.74 | |
| 1107 | INSTALL SAND FOR CONDUIT BEDDING | CY | $105.74 | |
| 1108 | INSTALL NEW CMP CULVERT, UP TO 12" | |||
| DIAMETER | LF | $44.29 | ||
| 1109 | INSTALL NEW CMP CULVERT, OVER 12" TO | |||
| 24" DIA | LF | $72.10 | ||
| 1110 | INSTALL NEW CMP CULVERT, OVER 24" TO | |||
| 36" DIA | LF | $105.74 | ||
| 1111 | INSTALL GEOTEXTILE FABRIC | SY | $1.46 | |
| 1112 | PERFORM PETROLEUM CONTAMINATED | |||
| SOIL TESTING | EA | $939.92 | ||
| 1113 | REMOVE, HAUL & DISPOSE OF PETROLEUM | |||
| CONTAMINATED SOIL | CY | $320.75 | ||
| 1114 | INSTALL 4 OUTLET HBO TO INCLUDE | |||
| WIRING, JUNCTION BOX(S), METER(S), CIRCUIT BREAKER PANEL, AND ASSOCIATED CIRCUIT BREAKER WORK INSTALL VANTERA, INC INTELLIGENT PARKING LOT CONTROLLER (ILPC) ON HBO | EA | $4,582.09 | ||
| 1115 | INSTALL 2" PVC ELECTRICAL CONDUIT | LF | $21.15 | |
| TOTAL OPTION YEAR 1: | ||||
| DEMOLITION OF AIRFIELD PAVEMENTS | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | ESTIMATED UNIT PRICE | |
| 2001 | SAWCUT NEW OR EXISTING ASPHALT, | |||
| EXCLUDES JOINT CUTTING/ WIDENING | IN-FT | $0.40 | ||
| 2002 | SAWCUT NEW OR EXISTING PORTLAND | |||
| CEMENT CONCRETE | IN-FT | $1.00 | ||
| 2003 | REMOVE EXISTING ASPHALT TO 3" INCHES | |||
| THICK, HAULING OFF BASE | SY | $4.00 | ||
| 2004 | REMOVE EXISTING ASPHALT OVER 3" TO 6" | |||
| THICK, HAULING OFF BASE | SY | $4.26 | ||
| 2005 | REMOVE EXISTING ASPHALT OVER 6" THICK, HAULING OFF BASE | SY | $4.92 | |
| 2006 | COLD-MILLING OF ASPHALT TO 3" & | |||
| HAULING OFF BASE | SY | $5.66 | ||
| 2007 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", ISOLATED AREAS
| <400 SF, ON-BASE DISPOSAL | SY | $59.91 |
| 2008 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", LARGE AREAS
| >400SF, ON-BASE DISPOSAL | SY | $26.62 | ||
| 2009 | ADDITIONAL REMOVAL COST FOR L/I'S 7-10 | |||
| IF CONCRETE IS REINFORCED | SY | $7.98 | ||
| 2010 | REMOVE MISCELLANEOUS CONCRETE, | |||
| UNREINFORCED, ON-BASE DISPOSAL | CY | $39.93 | ||
| 2011 | ADDITIONAL REMOVAL COST FOR L/I 12 IF | |||
| CONCRETE IS REINFORCED | CY | $13.30 | ||
| 2012 | REMOVE EXISTING CULVERT, TO 12" | LF | $15.98 | |
| 2013 | REMOVE EXISTING CULVERT, OVER 12" TO | |||
| 24" | LF | $33.28 | ||
| 2014 | REMOVE EXISTING CULVERT, OVER 24" | LF | $39.93 | |
| 2015 | REMOVAL OF PAVEMENT MARKINGS | SF | $6.80 | |
| DEMOLITION OF NON-AIRFIELD PAVEMENTS | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | ESTIMATED UNIT PRICE | |
| 2016 | SAWCUT NEW OR EXISTING ASPHALT, | |||
| EXCLUDES JOINT CUTTING/ WIDENING | IN-FT | $0.36 | ||
| 2017 | SAWCUT NEW OR EXISTING PORTLAND | |||
| CEMENT CONCRETE | IN-FT | $0.91 | ||
| 2018 | REMOVE EXISTING ASPHALT TO 3" INCHES | |||
| THICK, HAULING OFF BASE | SY | $3.64 | ||
| 2019 | COLD-MILLING OF ASPHALT TO 2" & | |||
| HAULING OFF BASE | SY | $5.15 | ||
| 2020 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", ISOLATED AREAS
| <400 SF, ON-BASE DISPOSAL | SY | $54.47 |
| 2021 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", LARGE AREAS
| >400SF, ON-BASE DISPOSAL | SY | $24.20 | ||
| 2022 | ADDITIONAL REMOVAL COST FOR L/I'S 7-10 | |||
| IF CONCRETE IS REINFORCED | SY | $7.26 | ||
| 2023 | REMOVE MISCELLANEOUS CONCRETE, | |||
| UNREINFORCED | CY | $36.30 | ||
| 2024 | ADDITIONAL REMOVAL COST FOR L/I 12 IF | |||
| CONCRETE IS REINFORCED | CY | $12.09 | ||
| 2025 | REMOVE CURB & GUTTER, CURB ONLY, OR | |||
| VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF | LF | $13.32 | ||
| 2026 | REMOVE CURB & GUTTER, CURB ONLY, OR | |||
| VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF | LF | $4.66 | ||
| 2027 | REMOVE CONCRETE SIDEWALK; TO 400SF | SF | $3.87 | |
| 2028 | REMOVE CONCRETE SIDEWALK; OVER 400SF | SF | $2.20 | |
| 2029 | REMOVE EXISTING CULVERT, TO 12" | LF | $14.52 | |
| 2030 | REMOVE EXISTING CULVERT, OVER 12" TO | |||
| 24" | LF | $30.26 | ||
| 2031 | REMOVE EXISTING CULVERT, OVER 24" | LF | $36.30 | |
| 2032 | REMOVAL OF PAVEMENT MARKINGS | SF | $6.19 | |
| AIRFIELD SITE PREPARATION | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 2033 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL < 3,000CY | CY | $15.14 | ||
| 2034 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL OVER 3,000CY | CY | $13.91 | ||
| 2035 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED < 3,000CY | CY | $11.38 | ||
| 2036 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED, OVER 3,000CY | CY | $10.59 | ||
| 2037 | REUSE EXISTING OR STOCKPILED ONSITE | |||
| SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, < 3,000CY | CY | $14.52 | ||
| 2038 | REUSE EXISTING OR STOCKPILED ONSITE | |||
| SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, OVER 3,000CY | CY | $12.09 | ||
| 2039 | SCARIFY, FINISH, GRADE & COMPACT | |||
| EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; TO 15,000SY | SY | $2.42 | ||
| 2040 | SCARIFY, FINISH, GRADE & COMPACT | |||
| EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; OVER 15,000SY | SY | $2.17 | ||
| 2041 | NEW SUBBASE, STRUCTURAL FILL, | |||
| INCLUDES SUPPLY, PLACE, GRADE & COMPACT TO 100% DENSITY | CY | $22.82 | ||
| 2042 | NEW BASE COUSE (HIGH FRACTURE D-1), | |||
| INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY TO 2500 CY | CY | $78.67 | ||
| 2043 | NEW BASE COUSE (HIGH FRACTURE D-1), | |||
| INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY OVER 2500 CY | CY | $74.42 | ||
| NON-AIRFIELD SITE PREPARATION | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 2044 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL < 3,000CY | CY | $15.14 | ||
| 2045 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED < 3,000CY | CY | $11.38 | ||
| 2046 | REUSE EXISTING/ STOCKPILED ONSITE MAT'L AS | |||
| SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 98% DENSITY | CY | $14.52 | ||
| 2047 | SCARIFY, FINISH GRADE & COMPACT | |||
| EXISTING BASE COURSE; TO 15,000 SY | SY | $1.51 | ||
| 2048 | NEW SUBBASE, STRUCTURAL FILL, INCLUDES SUPPLY, PLACE, GRADE & COMPACT | CY | $21.06 | |
| 2049 | NEW SUBBASE, RECLAIMED ASPHALT FROM | |||
| BASE STOCKPILE; INC. PLACE, GRADE & COMPACT TO 98% DENSITY | CY | $18.75 | ||
| 2050 | NEW BASE COURSE(D-1), INCLUDES SUPPLY, | |||
| PLACE, FINISH GRADE & COMPACT TO 100% | CY | $72.61 | ||
| 2051 | NEW BASE COURSE(RECLAIMED ASPHALT | |||
| FROM BASE STOCKPILE, PLACE, FINISH GRADE & COMPACT TO 100% | CY | $47.26 | ||
| 2052 | PULVERIZE ASPHALT AND BASE COURSE IN | |||
| PLACE TO 6", INCLUDES REGRADE AND COMPACT TO 100% | SY | $2.92 | ||
| AIRFIELD PAVING | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 2053 | NEW SBS MODIFIED ASPHALT INCLUDES | |||
| SUPPLY, PLACE, AND GRADE TO 2500 TONS | TON | $199.67 | ||
| 2054 | NEW SBS MODIFIED ASPHALT INCLUDES | |||
| SUPPLY, PLACE, AND GRADE OVER 2500 TONS | TON | $189.03 | ||
| 2055 | CONSTRUCT CONCRETE SLABS- | |||
| UNREINFORCED, OVER 6" THICK, ISOLATED AREAS UP TO 400SF | CY | $565.75 | ||
| 2056 | CONSTRUCT CONCRETE SLABS- | |||
| UNREINFORCED, OVER 6" THICK, LARGE AREAS, >400SF | CY | $350.10 | ||
| 2057 | INSTALL MISCELLANEOUS CONCRETE, | |||
| INCLUDES FORMWORK AND FINISHING, UNREINFORCED | CY | $599.02 | ||
| 2058 | ADD STEEL REINFORCEMENT TO L/I'S 45-49, | |||
| #4 TO #8 BARS | TON | $3,327.89 | ||
| 2059 | DOWELS SUPPLIED IN FORM EDGES OR | |||
| DRILLED INTO EXISTING CONCRETE | EA | $66.55 | ||
| NON-AIRFIELD PAVING | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 2060 | NEW ASPHALT PAVEMENT, INCLUDES | |||
| SURFACE PREP AND COMPACTION. | TON | $141.60 | ||
| 2061 | CONSTRUCT CONCRETE SLABS- | |||
| UNREINFORCED, OVER 6" THICK, ISOLATED AREAS UP TO 400SF | CY | $514.31 | ||
| 2062 | CONSTRUCT CONCRETE SLABS- | |||
| UNREINFORCED, OVER 6" THICK, LARGE AREAS, >400SF | CY | $423.55 | ||
| 2063 | INSTALL MISCELLANEOUS CONCRETE, | |||
| INCLUDES FORMWORK AND FINISHING, UNREINFORCED | CY | $544.56 | ||
| 2064 | ADD STEEL REINFORCEMENT TO L/I'S 45-49, | |||
| #4 TO #8 BARS | TON | $3,025.36 | ||
| 2065 | DOWELS SUPPLIED IN FORM EDGES OR | |||
| DRILLED INTO EXISTING CONCRETE | EA | $60.50 | ||
| 2066 | INSTALL CURB & GUTTER, CURB ONLY, OR | |||
| VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF | LF | $43.57 | ||
| 2067 | INSTALL CURB & GUTTER, CURB ONLY, OR | |||
| VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF | LF | $31.46 | ||
| 2068 | CONSTRUCT NEW FIBER REINFORCED | |||
| CONCRETE SIDEWALK TO 400SF | SF | $6.96 | ||
| 2069 | CONSTRUCT NEW FIBER REINFORCED | |||
| CONCRETE SIDEWALK OVER 400SF | SF | $6.65 | ||
| 2070 | INSTALL SIDEWALK SPILLWAY | EA | $2,662.31 | |
| 2071 | INSTALL ADA COMPLIANT HANDICAP CURB RAMP, INCLUDES FORMWORK,REINFORCED | EA | $1,815.22 | |
| AIRFIELD FINISH WORK | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | NEW PRICE | |
| 2072 | SAWCUT WIDENING OF PORTLAND CEMENT | |||
| CONCRETE JOINT FOR JOINT SEALANT | LF | $6.00 | ||
| 2073 | CUT/WIDEN JOINTS IN ASPHALT FOR JOINT | |||
| SEALANT | LF | $4.00 | ||
| 2074 | INSTALL NEW HOT POUR JOINT SEALANT IN | |||
| ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; LESS THAN 10,000LF | LF | $2.93 | ||
| 2075 | INSTALL NEW HOT POUR JOINT SEALANT IN | |||
| ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; 10,000LF MINIMUM | LF | $2.73 | ||
| 2076 | INSTALL PREFORMED JOINT SEAL IN | |||
| CONCRETE | LF | $14.66 | ||
| 2077 | INSTALL TOPSOIL TO 6" DEPTH; INCLUDES | |||
| SUPPLY, PLACE AND FINISH GRADE | SY | $8.66 | ||
| 2078 | INSTALL HYDROSEED MIX | SY | $5.32 | |
| 2079 | INSTALL BULL ROCK OR RIP-RAP FOR | |||
| EROSION CONTROL; UP TO 6" PIECES | CY | $79.87 | ||
| 2080 | NEW PAVEMENT MARKINGS, LOW VOC | |||
| SOLVENT BASED, 6" LINES | LF | $1.39 | ||
| 2081 | PAINT AIRFIELD MARKINGS OTHER THAN 6" | |||
| LINES | SF | $3.19 | ||
| NON-AIRFIELD FINISH WORK | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | NEW PRICE | |
| 2082 | SAWCUT WIDENING OF PORTLAND CEMENT | |||
| CONCRETE JOINT FOR JOINT SEALANT | LF | $5.45 | ||
| 2083 | INSTALL PREFORMED JOINT SEAL IN | |||
| CONCRETE | LF | $13.32 | ||
| 2084 | INSTALL TOPSOIL TO 6" DEPTH; INCLUDES | |||
| SUPPLY, PLACE AND FINISH GRADE | SY | $7.87 | ||
| 2085 | INSTALL HYDROSEED MIX | SY | $4.84 | |
| 2086 | INSTALL BULL ROCK OR RIP-RAP FOR | |||
| EROSION CONTROL; UP TO 6" PIECES | CY | $72.61 | ||
| 2087 | INSTALL BULL ROCK OR RIP-RAP FOR | |||
| EROSION CONTROL; 12"+ PIECES | CY | $84.71 | ||
| 2088 | NEW PAVEMENT MARKINGS, METHYL | |||
| METHACRYLATE, 4" LINES | LF | $1.49 | ||
| 2089 | NEW PAVEMENT MARKINGS, LOW VOC | |||
| SOLVENT BASED, 4" LINES | LF | $0.59 | ||
| 2090 | PAINT PAVEMENT MARKINGS, ARROWS, | |||
| ETC… | SF | $3.94 | ||
| AIRFIELD MAINTENANCE | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | NEW PRICE | |
| 2091 | ROUT CRACKS IN ASPHALT FOR CRACK | |||
| SEALANT INSTALLATION; TO 10,000LF | LF | $1.53 | ||
| 2092 | ROUT CRACKS IN ASPHALT FOR CRACK | |||
| SEALANT INSTALLATION; OVER 10,000LF | LF | $1.47 | ||
| 2093 | HOT POUR ASPHALT CRACK SEALING; LESS | |||
| THAN 10,000 LF | LF | $1.73 | ||
| 2094 | HOT POUR ASPHALT CRACK SEALING 10,000 | |||
| LF MINIMUM | LF | $1.66 | ||
| 2095 | ROUT CRACKS IN PORTLAND CEMENT | |||
| CONCRETE FOR CRACK SEALANT INSTALLATION | LF | $5.32 | ||
| 2096 | INSTALL SILICONE JOINT SEALANT IN | |||
| CONCRETE JOINTS AND/OR CRACKS | LF | $5.32 | ||
| AIRFIELD MISCELLANEOUS | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 2097 | CLEARING AND GRUBBING, INCLUDES HAULING & DISPOSAL | CSF | $66.55 | |
| 2098 | INSTALL SAND FOR CONDUIT BEDDING | CY | $119.80 | |
| 2099 | INSTALL NEW CMP CULVERT, UP TO 12" | |||
| DIAMETER | LF | $50.18 | ||
| 2100 | INSTALL NEW CMP CULVERT, OVER 12" TO | |||
| 24" DIA | LF | $81.69 | ||
| 2101 | INSTALL NEW CMP CULVERT, OVER 24" TO | |||
| 36" DIA | LF | $119.80 | ||
| 2102 | INSTALL GEOTEXTILE FABRIC | SY | $1.66 | |
| 2103 | INSTALL PETROLEUM RESISTANT SEAL | |||
| COAT | SY | $6.26 | ||
| 2104 | PERFORM PETROLEUM CONTAMINATED | |||
| SOIL TESTING | EA | $1,064.93 | ||
| 2105 | REMOVE, HAUL & DISPOSE OF PETROLEUM | |||
| CONTAMINATED SOIL | CY | $363.41 | ||
| NON-AIRFIELD MISCELLANEOUS | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 2106 | CLEARING AND GRUBBING, INCLUDES HAULING & DISPOSAL | CSF | $60.50 | |
| 2107 | INSTALL SAND FOR CONDUIT BEDDING | CY | $108.91 | |
| 2108 | INSTALL NEW CMP CULVERT, UP TO 12" | |||
| DIAMETER | LF | $45.62 | ||
| 2109 | INSTALL NEW CMP CULVERT, OVER 12" TO | |||
| 24" DIA | LF | $74.26 | ||
| 2110 | INSTALL NEW CMP CULVERT, OVER 24" TO | |||
| 36" DIA | LF | $108.91 | ||
| 2111 | INSTALL GEOTEXTILE FABRIC | SY | $1.51 | |
| 2112 | PERFORM PETROLEUM CONTAMINATED | |||
| SOIL TESTING | EA | $968.11 | ||
| 2113 | REMOVE, HAUL & DISPOSE OF PETROLEUM | |||
| CONTAMINATED SOIL | CY | $330.37 | ||
| 2114 | INSTALL 4 OUTLET HBO TO INCLUDE | |||
| WIRING, JUNCTION BOX(S), METER(S), CIRCUIT BREAKER PANEL, AND ASSOCIATED CIRCUIT BREAKER WORK INSTALL VANTERA, INC INTELLIGENT PARKING LOT CONTROLLER (ILPC) ON HBO | EA | $4,719.55 | ||
| 2115 | INSTALL 2" PVC ELECTRICAL CONDUIT | LF | $21.78 | |
| TOTAL OPTION YEAR 2: | ||||
| DEMOLITION OF AIRFIELD PAVEMENTS | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | ESTIMATED UNIT PRICE | |
| 3001 | SAWCUT NEW OR EXISTING ASPHALT, | |||
| EXCLUDES JOINT CUTTING/ WIDENING | IN-FT | $0.41 | ||
| 3002 | SAWCUT NEW OR EXISTING PORTLAND | |||
| CEMENT CONCRETE | IN-FT | $1.03 | ||
| 3003 | REMOVE EXISTING ASPHALT TO 3" INCHES | |||
| THICK, HAULING OFF BASE | SY | $4.12 | ||
| 3004 | REMOVE EXISTING ASPHALT OVER 3" TO 6" | |||
| THICK, HAULING OFF BASE | SY | $4.39 | ||
| 3005 | REMOVE EXISTING ASPHALT OVER 6" THICK, HAULING OFF BASE | SY | $5.07 | |
| 3006 | COLD-MILLING OF ASPHALT TO 3" & | |||
| HAULING OFF BASE | SY | $5.83 | ||
| 3007 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", ISOLATED AREAS
| <400 SF, ON-BASE DISPOSAL | SY | $61.71 |
| 3008 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", LARGE AREAS
| >400SF, ON-BASE DISPOSAL | SY | $27.42 | ||
| 3009 | ADDITIONAL REMOVAL COST FOR L/I'S 7-10 | |||
| IF CONCRETE IS REINFORCED | SY | $8.22 | ||
| 3010 | REMOVE MISCELLANEOUS CONCRETE, | |||
| UNREINFORCED, ON-BASE DISPOSAL | CY | $41.13 | ||
| 3011 | ADDITIONAL REMOVAL COST FOR L/I 12 IF | |||
| CONCRETE IS REINFORCED | CY | $13.70 | ||
| 3012 | REMOVE EXISTING CULVERT, TO 12" | LF | $16.46 | |
| 3013 | REMOVE EXISTING CULVERT, OVER 12" TO | |||
| 24" | LF | $34.28 | ||
| 3014 | REMOVE EXISTING CULVERT, OVER 24" | LF | $41.13 | |
| 3015 | REMOVAL OF PAVEMENT MARKINGS | SF | $7.01 | |
| DEMOLITION OF NON-AIRFIELD PAVEMENTS | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | ESTIMATED UNIT PRICE | |
| 3016 | SAWCUT NEW OR EXISTING ASPHALT, | |||
| EXCLUDES JOINT CUTTING/ WIDENING | IN-FT | $0.37 | ||
| 3017 | SAWCUT NEW OR EXISTING PORTLAND | |||
| CEMENT CONCRETE | IN-FT | $0.94 | ||
| 3018 | REMOVE EXISTING ASPHALT TO 3" INCHES | |||
| THICK, HAULING OFF BASE | SY | $3.75 | ||
| 3019 | COLD-MILLING OF ASPHALT TO 2" & | |||
| HAULING OFF BASE | SY | $5.30 | ||
| 3020 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", ISOLATED AREAS
| <400 SF, ON-BASE DISPOSAL | SY | $56.10 |
| 3021 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", LARGE AREAS
| >400SF, ON-BASE DISPOSAL | SY | $24.93 | ||
| 3022 | ADDITIONAL REMOVAL COST FOR L/I'S 7-10 | |||
| IF CONCRETE IS REINFORCED | SY | $7.47 | ||
| 3023 | REMOVE MISCELLANEOUS CONCRETE, | |||
| UNREINFORCED | CY | $37.39 | ||
| 3024 | ADDITIONAL REMOVAL COST FOR L/I 12 IF | |||
| CONCRETE IS REINFORCED | CY | $12.46 | ||
| 3025 | REMOVE CURB & GUTTER, CURB ONLY, OR | |||
| VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF | LF | $13.72 | ||
| 3026 | REMOVE CURB & GUTTER, CURB ONLY, OR | |||
| VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF | LF | $4.80 | ||
| 3027 | REMOVE CONCRETE SIDEWALK; TO 400SF | SF | $3.99 | |
| 3028 | REMOVE CONCRETE SIDEWALK; OVER 400SF | SF | $2.26 | |
| 3029 | REMOVE EXISTING CULVERT, TO 12" | LF | $14.96 | |
| 3030 | REMOVE EXISTING CULVERT, OVER 12" TO 24" | LF | $31.16 | |
| 3031 | REMOVE EXISTING CULVERT, OVER 24" | LF | $37.39 | |
| 3032 | REMOVAL OF PAVEMENT MARKINGS | SF | $6.37 | |
| AIRFIELD SITE PREPARATION | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 3033 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL < 3,000CY | CY | $15.59 | ||
| 3034 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL OVER 3,000CY | CY | $14.33 | ||
| 3035 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED < 3,000CY | CY | $11.72 | ||
| 3036 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED, OVER 3,000CY | CY | $10.91 | ||
| 3037 | REUSE EXISTING OR STOCKPILED ONSITE | |||
| SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, < 3,000CY | CY | $14.96 | ||
| 3038 | REUSE EXISTING OR STOCKPILED ONSITE | |||
| SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, OVER 3,000CY | CY | $12.46 | ||
| 3039 | SCARIFY, FINISH, GRADE & COMPACT | |||
| EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; TO 15,000SY | SY | $2.49 | ||
| 3040 | SCARIFY, FINISH, GRADE & COMPACT | |||
| EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; OVER 15,000SY | SY | $2.24 | ||
| 3041 | NEW SUBBASE, STRUCTURAL FILL, | |||
| INCLUDES SUPPLY, PLACE, GRADE & COMPACT TO 100% DENSITY | CY | $23.50 | ||
| 3042 | NEW BASE COUSE (HIGH FRACTURE D-1), | |||
| INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY TO 2500 CY | CY | $81.03 | ||
| 3043 | NEW BASE COUSE (HIGH FRACTURE D-1), | |||
| INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY OVER 2500 CY | CY | $76.65 | ||
| NON-AIRFIELD SITE PREPARATION | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 3044 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL < 3,000CY | CY | $15.59 | ||
| 3045 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED < 3,000CY | CY | $11.72 | ||
| 3046 | REUSE EXISTING/ STOCKPILED ONSITE MAT'L AS | |||
| SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 98% DENSITY | CY | $14.96 | ||
| 3047 | SCARIFY, FINISH GRADE & COMPACT | |||
| EXISTING BASE COURSE; TO 15,000 SY | SY | $1.55 | ||
| 3048 | NEW SUBBASE, STRUCTURAL FILL, INCLUDES SUPPLY, PLACE, GRADE & COMPACT | CY | $21.69 | |
| 3049 | NEW SUBBASE, RECLAIMED ASPHALT FROM | |||
| BASE STOCKPILE; INC. PLACE, GRADE & COMPACT TO 98% DENSITY | CY | $19.31 | ||
| 3050 | NEW BASE COURSE(D-1), INCLUDES SUPPLY, | |||
| PLACE, FINISH GRADE & COMPACT TO 100% | CY | $74.79 | ||
| 3051 | NEW BASE COURSE(RECLAIMED ASPHALT | |||
| FROM BASE STOCKPILE, PLACE, FINISH GRADE & COMPACT TO 100% | CY | $48.68 | ||
| 3052 | PULVERIZE ASPHALT AND BASE COURSE IN | |||
| PLACE TO 6", INCLUDES REGRADE AND COMPACT TO 100% | SY | $3.00 | ||
| AIRFIELD PAVING | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 3053 | NEW SBS MODIFIED ASPHALT INCLUDES | |||
| SUPPLY, PLACE, AND GRADE TO 2500 TONS | TON | $205.66 | ||
| 3054 | NEW SBS MODIFIED ASPHALT INCLUDES | |||
| SUPPLY, PLACE, AND GRADE OVER 2500 TONS | TON | $194.70 | ||
| 3055 | CONSTRUCT CONCRETE SLABS- | |||
| UNREINFORCED, OVER 6" THICK, ISOLATED AREAS UP TO 400SF | CY | $582.72 | ||
| 3056 | CONSTRUCT CONCRETE SLABS- | |||
| UNREINFORCED, OVER 6" THICK, LARGE AREAS, >400SF | CY | $360.60 | ||
| 3057 | INSTALL MISCELLANEOUS CONCRETE, | |||
| INCLUDES FORMWORK AND FINISHING, UNREINFORCED | CY | $616.99 | ||
| 3058 | ADD STEEL REINFORCEMENT TO L/I'S 45-49, | |||
| #4 TO #8 BARS | TON | $3,427.73 | ||
| 3059 | DOWELS SUPPLIED IN FORM EDGES OR | |||
| DRILLED INTO EXISTING CONCRETE | EA | $68.55 | ||
| NON-AIRFIELD PAVING | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 3060 | NEW ASPHALT PAVEMENT, INCLUDES | |||
| SURFACE PREP AND COMPACTION. | TON | $145.85 | ||
| 3061 | CONSTRUCT CONCRETE SLABS- | |||
| UNREINFORCED, OVER 6" THICK, ISOLATED AREAS UP TO 400SF | CY | $529.74 | ||
| 3062 | CONSTRUCT CONCRETE SLABS- | |||
| UNREINFORCED, OVER 6" THICK, LARGE AREAS, >400SF | CY | $436.26 | ||
| 3063 | INSTALL MISCELLANEOUS CONCRETE, | |||
| INCLUDES FORMWORK AND FINISHING, UNREINFORCED | CY | $560.90 | ||
| 3064 | ADD STEEL REINFORCEMENT TO L/I'S 45-49, | |||
| #4 TO #8 BARS | TON | $3,116.12 | ||
| 3065 | DOWELS SUPPLIED IN FORM EDGES OR | |||
| DRILLED INTO EXISTING CONCRETE | EA | $62.32 | ||
| 3066 | INSTALL CURB & GUTTER, CURB ONLY, OR | |||
| VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF | LF | $44.88 | ||
| 3067 | INSTALL CURB & GUTTER, CURB ONLY, OR | |||
| VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF | LF | $32.40 | ||
| 3068 | CONSTRUCT NEW FIBER REINFORCED | |||
| CONCRETE SIDEWALK TO 400SF | SF | $7.17 | ||
| 3069 | CONSTRUCT NEW FIBER REINFORCED | |||
| CONCRETE SIDEWALK OVER 400SF | SF | $6.85 | ||
| 3070 | INSTALL SIDEWALK SPILLWAY | EA | $2,742.18 | |
| 3071 | INSTALL ADA COMPLIANT HANDICAP CURB RAMP, INCLUDES FORMWORK,REINFORCED | EA | $1,869.68 | |
| AIRFIELD FINISH WORK | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | NEW PRICE | |
| 3072 | SAWCUT WIDENING OF PORTLAND CEMENT | |||
| CONCRETE JOINT FOR JOINT SEALANT | LF | $6.18 | ||
| 3073 | CUT/WIDEN JOINTS IN ASPHALT FOR JOINT | |||
| SEALANT | LF | $4.12 | ||
| 3074 | INSTALL NEW HOT POUR JOINT SEALANT IN | |||
| ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; LESS THAN 10,000LF | LF | $3.02 | ||
| 3075 | INSTALL NEW HOT POUR JOINT SEALANT IN | |||
| ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; 10,000LF MINIMUM | LF | $2.81 | ||
| 3076 | INSTALL PREFORMED JOINT SEAL IN | |||
| CONCRETE | LF | $15.10 | ||
| 3077 | INSTALL TOPSOIL TO 6" DEPTH; INCLUDES | |||
| SUPPLY, PLACE AND FINISH GRADE | SY | $8.92 | ||
| 3078 | INSTALL HYDROSEED MIX | SY | $5.48 | |
| 3079 | INSTALL BULL ROCK OR RIP-RAP FOR | |||
| EROSION CONTROL; UP TO 6" PIECES | CY | $82.26 | ||
| 3080 | NEW PAVEMENT MARKINGS, LOW VOC | |||
| SOLVENT BASED, 6" LINES | LF | $1.43 | ||
| 3081 | PAINT AIRFIELD MARKINGS OTHER THAN 6" | |||
| LINES | SF | $3.28 | ||
| NON-AIRFIELD FINISH WORK | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | NEW PRICE | |
| 3082 | SAWCUT WIDENING OF PORTLAND CEMENT | |||
| CONCRETE JOINT FOR JOINT SEALANT | LF | $5.62 | ||
| 3083 | INSTALL PREFORMED JOINT SEAL IN | |||
| CONCRETE | LF | $13.72 | ||
| 3084 | INSTALL TOPSOIL TO 6" DEPTH; INCLUDES | |||
| SUPPLY, PLACE AND FINISH GRADE | SY | $8.11 | ||
| 3085 | INSTALL HYDROSEED MIX | SY | $4.98 | |
| 3086 | INSTALL BULL ROCK OR RIP-RAP FOR | |||
| EROSION CONTROL; UP TO 6" PIECES | CY | $74.79 | ||
| 3087 | INSTALL BULL ROCK OR RIP-RAP FOR | |||
| EROSION CONTROL; 12"+ PIECES | CY | $87.25 | ||
| 3088 | NEW PAVEMENT MARKINGS, METHYL | |||
| METHACRYLATE, 4" LINES | LF | $1.53 | ||
| 3089 | NEW PAVEMENT MARKINGS, LOW VOC | |||
| SOLVENT BASED, 4" LINES | LF | $0.61 | ||
| 3090 | PAINT PAVEMENT MARKINGS, ARROWS, | |||
| ETC… | SF | $4.05 | ||
| AIRFIELD MAINTENANCE | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | NEW PRICE | |
| 3091 | ROUT CRACKS IN ASPHALT FOR CRACK | |||
| SEALANT INSTALLATION; TO 10,000LF | LF | $1.57 | ||
| 3092 | ROUT CRACKS IN ASPHALT FOR CRACK | |||
| SEALANT INSTALLATION; OVER 10,000LF | LF | $1.51 | ||
| 3093 | HOT POUR ASPHALT CRACK SEALING; LESS | |||
| THAN 10,000 LF | LF | $1.78 | ||
| 3094 | HOT POUR ASPHALT CRACK SEALING 10,000 | |||
| LF MINIMUM | LF | $1.71 | ||
| 3095 | ROUT CRACKS IN PORTLAND CEMENT | |||
| CONCRETE FOR CRACK SEALANT INSTALLATION | LF | $5.48 | ||
| 3096 | INSTALL SILICONE JOINT SEALANT IN | |||
| CONCRETE JOINTS AND/OR CRACKS | LF | $5.48 | ||
| AIRFIELD MISCELLANEOUS | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 3097 | CLEARING AND GRUBBING, INCLUDES HAULING & DISPOSAL | CSF | $68.55 | |
| 3098 | INSTALL SAND FOR CONDUIT BEDDING | CY | $123.40 | |
| 3099 | INSTALL NEW CMP CULVERT, UP TO 12" | |||
| DIAMETER | LF | $51.69 | ||
| 3100 | INSTALL NEW CMP CULVERT, OVER 12" TO | |||
| 24" DIA | LF | $84.14 | ||
| 3101 | INSTALL NEW CMP CULVERT, OVER 24" TO | |||
| 36" DIA | LF | $123.40 | ||
| 3102 | INSTALL GEOTEXTILE FABRIC | SY | $1.71 | |
| 3103 | INSTALL PETROLEUM RESISTANT SEAL | |||
| COAT | SY | $6.44 | ||
| 3104 | PERFORM PETROLEUM CONTAMINATED | |||
| SOIL TESTING | EA | $1,096.87 | ||
| 3105 | REMOVE, HAUL & DISPOSE OF PETROLEUM | |||
| CONTAMINATED SOIL | CY | $374.31 | ||
| NON-AIRFIELD MISCELLANEOUS | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 3106 | CLEARING AND GRUBBING, INCLUDES HAULING & DISPOSAL | CSF | $62.32 | |
| 3107 | INSTALL SAND FOR CONDUIT BEDDING | CY | $112.18 | |
| 3108 | INSTALL NEW CMP CULVERT, UP TO 12" | |||
| DIAMETER | LF | $46.99 | ||
| 3109 | INSTALL NEW CMP CULVERT, OVER 12" TO | |||
| 24" DIA | LF | $76.49 | ||
| 3110 | INSTALL NEW CMP CULVERT, OVER 24" TO | |||
| 36" DIA | LF | $112.18 | ||
| 3111 | INSTALL GEOTEXTILE FABRIC | SY | $1.55 | |
| 3112 | PERFORM PETROLEUM CONTAMINATED | |||
| SOIL TESTING | EA | $997.16 | ||
| 3113 | REMOVE, HAUL & DISPOSE OF PETROLEUM | |||
| CONTAMINATED SOIL | CY | $340.29 | ||
| 3114 | INSTALL 4 OUTLET HBO TO INCLUDE | |||
| WIRING, JUNCTION BOX(S), METER(S), CIRCUIT BREAKER PANEL, AND ASSOCIATED CIRCUIT BREAKER WORK INSTALL VANTERA, INC INTELLIGENT PARKING LOT CONTROLLER (ILPC) ON HBO | EA | $4,861.14 | ||
| 3115 | INSTALL 2" PVC ELECTRICAL CONDUIT | LF | $22.43 | |
| TOTAL OPTION YEAR 3: | ||||
| DEMOLITION OF AIRFIELD PAVEMENTS | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | ESTIMATED UNIT PRICE | |
| 4001 | SAWCUT NEW OR EXISTING ASPHALT, | |||
| EXCLUDES JOINT CUTTING/ WIDENING | IN-FT | $0.42 | ||
| 4002 | SAWCUT NEW OR EXISTING PORTLAND | |||
| CEMENT CONCRETE | IN-FT | $1.06 | ||
| 4003 | REMOVE EXISTING ASPHALT TO 3" INCHES | |||
| THICK, HAULING OFF BASE | SY | $4.25 | ||
| 4004 | REMOVE EXISTING ASPHALT OVER 3" TO 6" | |||
| THICK, HAULING OFF BASE | SY | $4.52 | ||
| 4005 | REMOVE EXISTING ASPHALT OVER 6" THICK, HAULING OFF BASE | SY | $5.22 | |
| 4006 | COLD-MILLING OF ASPHALT TO 3" & | |||
| HAULING OFF BASE | SY | $6.00 | ||
| 4007 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", ISOLATED AREAS
| <400 SF, ON-BASE DISPOSAL | SY | $63.56 |
| 4008 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", LARGE AREAS
| >400SF, ON-BASE DISPOSAL | SY | $28.24 | ||
| 4009 | ADDITIONAL REMOVAL COST FOR L/I'S 7-10 | |||
| IF CONCRETE IS REINFORCED | SY | $8.47 | ||
| 4010 | REMOVE MISCELLANEOUS CONCRETE, | |||
| UNREINFORCED, ON-BASE DISPOSAL | CY | $42.37 | ||
| 4011 | ADDITIONAL REMOVAL COST FOR L/I 12 IF | |||
| CONCRETE IS REINFORCED | CY | $14.11 | ||
| 4012 | REMOVE EXISTING CULVERT, TO 12" | LF | $16.95 | |
| 4013 | REMOVE EXISTING CULVERT, OVER 12" TO 24" | LF | $35.31 | |
| 4014 | REMOVE EXISTING CULVERT, OVER 24" | LF | $42.37 | |
| 4015 | REMOVAL OF PAVEMENT MARKINGS | SF | $7.22 | |
| DEMOLITION OF NON-AIRFIELD PAVEMENTS | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | ESTIMATED UNIT PRICE | |
| 4016 | SAWCUT NEW OR EXISTING ASPHALT, | |||
| EXCLUDES JOINT CUTTING/ WIDENING | IN-FT | $0.38 | ||
| 4017 | SAWCUT NEW OR EXISTING PORTLAND | |||
| CEMENT CONCRETE | IN-FT | $0.97 | ||
| 4018 | REMOVE EXISTING ASPHALT TO 3" INCHES | |||
| THICK, HAULING OFF BASE | SY | $3.86 | ||
| 4019 | COLD-MILLING OF ASPHALT TO 2" & | |||
| HAULING OFF BASE | SY | $5.46 | ||
| 4020 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", ISOLATED AREAS
| <400 SF, ON-BASE DISPOSAL | SY | $57.78 |
| 4021 | REMOVE EXISTING CONCRETE SLABS- |
UNREINFORCED, OVER 6", LARGE AREAS
| >400SF, ON-BASE DISPOSAL | SY | $25.67 | ||
| 4022 | ADDITIONAL REMOVAL COST FOR L/I'S 7-10 | |||
| IF CONCRETE IS REINFORCED | SY | $7.70 | ||
| 4023 | REMOVE MISCELLANEOUS CONCRETE, | |||
| UNREINFORCED | CY | $38.51 | ||
| 4024 | ADDITIONAL REMOVAL COST FOR L/I 12 IF | |||
| CONCRETE IS REINFORCED | CY | $12.83 | ||
| 4025 | REMOVE CURB & GUTTER, CURB ONLY, OR | |||
| VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF | LF | $14.14 | ||
| 4026 | REMOVE CURB & GUTTER, CURB ONLY, OR | |||
| VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF | LF | $4.94 | ||
| 4027 | REMOVE CONCRETE SIDEWALK; TO 400SF | SF | $4.11 | |
| 4028 | REMOVE CONCRETE SIDEWALK; OVER 400SF | SF | $2.33 | |
| 4029 | REMOVE EXISTING CULVERT, TO 12" | LF | $15.41 | |
| 4030 | REMOVE EXISTING CULVERT, OVER 12" TO 24" | LF | $32.10 | |
| 4031 | REMOVE EXISTING CULVERT, OVER 24" | LF | $38.51 | |
| 4032 | REMOVAL OF PAVEMENT MARKINGS | SF | $6.56 | |
| AIRFIELD SITE PREPARATION | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 4033 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL < 3,000CY | CY | $16.06 | ||
| 4034 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL OVER 3,000CY | CY | $14.76 | ||
| 4035 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED < 3,000CY | CY | $12.08 | ||
| 4036 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED, OVER 3,000CY | CY | $11.23 | ||
| 4037 | REUSE EXISTING OR STOCKPILED ONSITE | |||
| SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, < 3,000CY | CY | $15.41 | ||
| 4038 | REUSE EXISTING OR STOCKPILED ONSITE | |||
| SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, OVER 3,000CY | CY | $12.83 | ||
| 4039 | SCARIFY, FINISH, GRADE & COMPACT | |||
| EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; TO 15,000SY | SY | $2.57 | ||
| 4040 | SCARIFY, FINISH, GRADE & COMPACT | |||
| EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; OVER 15,000SY | SY | $2.31 | ||
| 4041 | NEW SUBBASE, STRUCTURAL FILL, | |||
| INCLUDES SUPPLY, PLACE, GRADE & COMPACT TO 100% DENSITY | CY | $24.21 | ||
| 4042 | NEW BASE COUSE (HIGH FRACTURE D-1), | |||
| INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY TO 2500 CY | CY | $83.46 | ||
| 4043 | NEW BASE COUSE (HIGH FRACTURE D-1), | |||
| INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY OVER 2500 CY | CY | $78.95 | ||
| NON-AIRFIELD SITE PREPARATION | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 4044 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL < 3,000CY | CY | $16.06 | ||
| 4045 | EXCAVATE EXISTING BASE, SUBBASE, | |||
| STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED < 3,000CY | CY | $12.08 | ||
| 4046 | REUSE EXISTING/ STOCKPILED ONSITE MAT'L AS | |||
| SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 98% DENSITY | CY | $15.41 | ||
| 4047 | SCARIFY, FINISH GRADE & COMPACT | |||
| EXISTING BASE COURSE; TO 15,000 SY | SY | $1.60 | ||
| 4048 | NEW SUBBASE, STRUCTURAL FILL, INCLUDES SUPPLY, PLACE, GRADE & COMPACT | CY | $22.34 | |
| 4049 | NEW SUBBASE, RECLAIMED ASPHALT FROM | |||
| BASE STOCKPILE; INC. PLACE, GRADE & COMPACT TO 98% DENSITY | CY | $19.89 | ||
| 4050 | NEW BASE COURSE(D-1), INCLUDES SUPPLY, | |||
| PLACE, FINISH GRADE & COMPACT TO 100% | CY | $77.03 | ||
| 4051 | NEW BASE COURSE(RECLAIMED ASPHALT | |||
| FROM BASE STOCKPILE, PLACE, FINISH GRADE & COMPACT TO 100% | CY | $50.14 | ||
| 4052 | PULVERIZE ASPHALT AND BASE COURSE IN | |||
| PLACE TO 6", INCLUDES REGRADE AND COMPACT TO 100% | SY | $3.10 | ||
| AIRFIELD PAVING | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 4053 | NEW SBS MODIFIED ASPHALT INCLUDES | |||
| SUPPLY, PLACE, AND GRADE TO 2500 TONS | TON | $211.83 | ||
| 4054 | NEW SBS MODIFIED ASPHALT INCLUDES | |||
| SUPPLY, PLACE, AND GRADE OVER 2500 TONS | TON | $200.54 | ||
| 4055 | CONSTRUCT CONCRETE SLABS- | |||
| UNREINFORCED, OVER 6" THICK, ISOLATED AREAS UP TO 400SF | CY | $600.20 | ||
| 4056 | CONSTRUCT CONCRETE SLABS- | |||
| UNREINFORCED, OVER 6" THICK, LARGE AREAS, >400SF | CY | $371.42 | ||
| 4057 | INSTALL MISCELLANEOUS CONCRETE, | |||
| INCLUDES FORMWORK AND FINISHING, UNREINFORCED | CY | $635.50 | ||
| 4058 | ADD STEEL REINFORCEMENT TO L/I'S 45-49, | |||
| #4 TO #8 BARS | TON | $3,530.56 | ||
| 4059 | DOWELS SUPPLIED IN FORM EDGES OR | |||
| DRILLED INTO EXISTING CONCRETE | EA | $70.61 | ||
| NON-AIRFIELD PAVING | ||||
| CLIN | DESCRIPTION | UNIT OF | ||
| ISSUE | NEW PRICE | |||
| 4060 | NEW ASPHALT PAVEMENT, INCLUDES | |||
| SURFACE PREP AND COMPACTION. | TON | $150.22 | ||
| 4061 | CONSTRUCT CONCRETE SLABS- | |||
| UNREINFORCED, OVER 6" THICK, ISOLATED AREAS UP TO 400SF | CY | $545.64 | ||
| 4062 | CONSTRUCT CONCRETE SLABS- | |||
| UNREINFORCED, OVER 6" THICK, LARGE AREAS, >400SF | CY | $449.35 | ||
| 4063 | INSTALL MISCELLANEOUS CONCRETE, | |||
| INCLUDES FORMWORK AND FINISHING, UNREINFORCED | CY | $577.72 | ||
| 4064 | ADD STEEL REINFORCEMENT TO L/I'S 45-49, | |||
| #4 TO #8 BARS | TON | $3,209.60 | ||
| 4065 | DOWELS SUPPLIED IN FORM EDGES OR | |||
| DRILLED INTO EXISTING CONCRETE | EA | $64.19 | ||
| 4066 | INSTALL CURB & GUTTER, CURB ONLY, OR | |||
| VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF | LF | $46.22 | ||
| 4067 | INSTALL CURB & GUTTER, CURB ONLY, OR | |||
| VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF | LF | $33.37 | ||
| 4068 | CONSTRUCT NEW FIBER REINFORCED | |||
| CONCRETE SIDEWALK TO 400SF | SF | $7.38 | ||
| 4069 | CONSTRUCT NEW FIBER REINFORCED | |||
| CONCRETE SIDEWALK OVER 400SF | SF | $7.06 | ||
| 4070 | INSTALL SIDEWALK SPILLWAY | EA | $2,824.44 | |
| 4071 | INSTALL ADA COMPLIANT HANDICAP CURB RAMP, INCLUDES FORMWORK,REINFORCED | EA | $1,925.77 | |
| AIRFIELD FINISH WORK | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | NEW PRICE | |
| 4072 | SAWCUT WIDENING OF PORTLAND CEMENT | |||
| CONCRETE JOINT FOR JOINT SEALANT | LF | $6.36 | ||
| 4073 | CUT/WIDEN JOINTS IN ASPHALT FOR JOINT | |||
| SEALANT | LF | $4.25 | ||
| 4074 | INSTALL NEW HOT POUR JOINT SEALANT IN | |||
| ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; LESS THAN 10,000LF | LF | $3.11 | ||
| 4075 | INSTALL NEW HOT POUR JOINT SEALANT IN | |||
| ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; 10,000LF MINIMUM | LF | $2.90 | ||
| 4076 | INSTALL PREFORMED JOINT SEAL IN CONCRETE | LF | $15.55 | |
| 4077 | INSTALL TOPSOIL TO 6" DEPTH; INCLUDES | |||
| SUPPLY, PLACE AND FINISH GRADE | SY | $9.19 | ||
| 4078 | INSTALL HYDROSEED MIX | SY | $5.65 | |
| 4079 | INSTALL BULL ROCK OR RIP-RAP FOR | |||
| EROSION CONTROL; UP TO 6" PIECES | CY | $84.73 | ||
| 4080 | NEW PAVEMENT MARKINGS, LOW VOC | |||
| SOLVENT BASED, 6" LINES | LF | $1.47 | ||
| 4081 | PAINT AIRFIELD MARKINGS OTHER THAN 6" | |||
| LINES | SF | $3.38 | ||
| NON-AIRFIELD FINISH WORK | ||||
| CLIN | DESCRIPTION | UNIT OF ISSUE | NEW PRICE | |
| 4082 | SAWCUT WIDENING OF PORTLAND CEMENT |
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .