CESPO05 Page: Florida Department of Transportation Item Average Unit Cost
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CESPO05 Page: Florida Department of Transportation Item Average Unit Cost
CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 No. of Conts Weighted Average Total Amount Total Quantity 224 23 15 11 5 2 2 2 1 $830.19 $157,104.00 $123,766.67 $58,909.09 $84,860.00 $44,000.00 $75,500.00 $91,500.00 $45,000.00 $55,923,080.13 $3,927,600.00 $1,856,500.00 $648,000.00 $424,300.00 $88,000.00 $151,000.00 $183,000.00 $45,000.00 67,362.000 25.000 15.000 11.000 5.000 2.000 2.000 2.000 1.000 Unit Meas Obs? Description DA LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MAINTENANCE OF SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR TRAFFIC (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28) 29) 30) 31) 32) 33) 34) 1 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 0102 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 11 14 60 61 71 71 71 71 71 71 71 71 Weighted Average Total Amount Total Quantity 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 11 12 13 14 21 22 23 24 56 2 114 205 48 61 $21.92 $37.45 $40.65 $.27 $54.39 $16.71 $1,234,339.80 $627,600.00 $1,973,220.70 $1,053,792.21 $90,399.19 $7,297,819.39 56,309.500 16,760.000 48,546.000 3,955,957.000 1,662.000 436,840.400 18 34 43 $55.35 $60.00 $5.72 $3,396,556.40 $5,572,010.60 $3,638,475.95 61,366.000 92,874.100 635,851.000 12 25 $13.86 $9.75 $1,020,315.90 $1,255,786.80 73,612.000 128,830.000 Unit Meas Obs? Description LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS CY MH MH ED EA LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SPECIAL DETOUR (DETOUR 35) SPECIAL DETOUR (DETOUR 36) SPECIAL DETOUR (DETOUR 37) SPECIAL DETOUR (DETOUR 38) SPECIAL DETOUR (DETOUR 39) SPECIAL DETOUR (DETOUR 40) SPECIAL DETOUR (DETOUR 41) SPECIAL DETOUR (DETOUR 42) SPECIAL DETOUR (DETOUR 43) SPECIAL DETOUR (DETOUR 44) SPECIAL DETOUR (DETOUR 45) SPECIAL DETOUR (DETOUR 46) SPECIAL DETOUR (DETOUR 47) SPECIAL DETOUR (DETOUR 48) SPECIAL DETOUR (DETOUR 49) SPECIAL DETOUR (DETOUR 50) SPECIAL DETOUR (DETOUR 51) SPECIAL DETOUR (DETOUR 52) SPECIAL DETOUR (DETOUR 53) SPECIAL DETOUR (DETOUR 54) SPECIAL DETOUR (DETOUR 55) SPECIAL DETOUR (DETOUR 56) COMMERCIAL MATL FOR DRIVEWAY MAINT SERVICE PATROL TRAFFIC CONTROL OFFICER WORK ZONE SIGNS BUSINESS SIGNS BARRIER WALL(TEMP) (F&I)(CONCRETE) BARRIER WALL(TEMP) (F&I)(WATERFILLED) BARRIER WALL(TEMP)(F&I)LOW PROFILE/CONC BARRIER WALL(TEMP) (F&I)(TYPE K) BARRIER WALL(TEMP) (REL)(CONCRETE) BARRIER WALL(TEMP) (REL)(WATERFILLED) BARRIER WALL,TEMP,REL, LOW PROFILE/CONC BARRIER WALL(TEMP) (REL)(TYPE K) 2 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0102 73 0102 74 1 0102 74 2 0102 76 0102 77 0102 78 0102 79 0102 81 1 0102 81 2 0102 89 2 0102 89 4 0102 89 7 0102 90 0102 94 0102 94 1 0102 94 11 0102 98 2 0102 99 0102100 0102101 0102104 1 0102104 2 0102105 0102106 1 0102106 2 0102106 3 0102107 0102150 1 0102150 2 0102150 3 0102150 4 0102911 1 0102911 2 0102911 3 0102912 1 No. of Conts Weighted Average Total Amount Total Quantity 2 199 111 154 203 134 71 $11.89 $.17 $.41 $8.85 $.48 $3.49 $.15 $16,829.40 $2,522,001.74 $216,353.91 $755,293.25 $541,010.56 $1,200,579.86 $379,279.36 1,415.000 15,138,346.000 525,986.000 85,356.000 1,124,321.000 344,497.000 2,547,396.000 1 $1,500.00 $3,000.00 2.000 73 6 1 2 1 $1,457.52 $361.02 $9.00 $9.28 $2.50 $1,794,210.09 $1,511,580.00 $37,350.00 $53,830.00 $16,065.00 1,231.000 4,187.000 4,150.000 5,798.000 6,426.000 156 5 $19.50 $76.57 $1,907,003.48 $302,986.39 97,812.000 3,957.000 1 15 $17.50 $30.40 $23,625.00 $444,192.06 1,350.000 14,612.000 40 3 5 1 1 15 42 10 4 $12.36 $24.27 $6.28 $50.00 $200.00 $1.68 $1.09 $3.89 $2.26 $429,431.14 $35,480.00 $56,486.00 $3,100.00 $12,400.00 $144,051.10 $424,216.68 $12,517.00 $1,760.72 34,730.000 1,462.000 8,994.000 62.000 62.000 85,917.000 388,193.000 3,214.000 780.000 Unit Meas Obs? Description LF ED ED ED ED EA ED EA LO LO LO LO DA LF LF LF EA ED DA EA ED ED EA LF EA LF DA ED ED ED ED LF LF SF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y GUARDRAIL, TEMPORARY BARRICADE (TEMP)(TYPS I,II,DI,VP & DRUM) BARRICADE (TEMP)(TYPE III) ( 6') PANELS ARROW ADVANCE WARNING HIGH INTENSITY FLASH LI,TEMP-TYP B MARKER PAVT REFLECTIVE (TEMPORARY) LI(TEMP-BARR WALL MNT,TYP C STEADY BURN) IMPACT ATTR MODULES VEH (INERTIA)(TEMP) IMPACT ATTR/CRASH CUSH (GATING)(TEMP) IMPACT ATTENUATOR (REACT 350) (TEMP) IMPACT ATTENUATOR (QUADGUARD) (TEMP) IMPACT ATTENUATOR (REDIRECT OPT)(TEMP) BRIDGE OPERATOR GLARE SCREEN(TEMPORARY) GLARE SCREEN(TEMP)(F&I)WALL MAT./CONC) GLARE SCREEN(TEMP)(REL)( WALL MAT./CONC) BARRICADE (TO REMAIN)(TYPE III) ( 6') CHANGEABLE-VARIABLE MESSAGE SIGN(TEMP) PREVENT MAINT AND ROUTINE REPAIR PROJECT INFORMATION EVENT SIGNAL TEMP TRAF CONTROL, PORTABLE SIGNAL TEMPORARY TRAFFIC CONTROL (FIXED) VEHICLE ARRESTING BARRIER, NET TYPE BARRWALL CNC, F&I, QUICKCHANG MOVABLE BARRWALL CNC, LAT REL, QUICKCHG MOVABLE BARRWALL CNC, PH REL, QUICKCHG MOVABLE TEMPORARY TRAF DETECTION(INTERSECT) SIGN, PORTABLE REGULATORY RADAR SPEED DISPLAY UNIT TRANSMITTER, SAFETY WARNING RADIO, HIGHWAY ADVISORARY PAVT MARKING REMOVABLE (WH/BLACK)(SKIP) PAVT MARKING REMOVABLE (WH/BLACK)(SOLID) PAVT MARKING REMOVABLE, WH/BLACK, OTHER PAVT MARKING REMOVABLE (YELLOW) (SKIP) 3 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0102912 2 0102912 3 0103 1 0104 1 0104 4 0104 5 0104 6 0104 7 0104 9 0104 10 1 0104 11 0104 11 1 0104 12 0104 13 1 0104 13 2 0104 15 0104 16 0104 75 0106 1 1 0106 2 1 0106 3 1 0106 10 1 0106 20201 0106 20202 0106 20203 0106 20207 0109 71 1 0109 71 2 0109 71 3 0109 71 4 0109 71 5 0110 1 1 0110 2 1 0110 3 0110 4 No. of Conts Weighted Average Total Amount Total Quantity 39 4 1 38 123 6 5 $1.05 $6.94 $1,100,000.00 $1.99 $52.04 $122.73 $40.76 $370,133.44 $3,873.80 $1,100,000.00 $296,803.19 $2,528,230.49 $44,305.00 $184,190.00 353,482.000 558.000 1.000 149,395.100 48,580.220 361.000 4,519.000 106 63 5 31 133 7 46 90 7 $5.07 $12.17 $19.78 $4.69 $.97 $.42 $2,071.94 $6.57 $4.98 $1,847,448.92 $723,331.55 $60,755.50 $239,576.55 $2,219,435.42 $122,343.69 $422,676.37 $515,434.75 $45,316.00 364,472.000 59,421.400 3,072.000 51,128.000 2,283,691.900 292,458.000 204.000 78,478.000 9,108.000 12 13 5 8 174 $65.96 $100.89 $77.64 $72.69 $16,426.51 $316,760.00 $304,169.60 $209,250.00 $597,107.60 $51,843,250.13 4,802.000 3,015.000 2,695.000 8,215.000 3,156.072 47 84 $27.26 $14.76 $18,315,846.87 $3,163,312.56 671,825.770 214,298.370 Unit Meas Obs? Description LF SF LS SY AC CY LF EA CO EA LF LF LF LF LF EA EA LF MG EA EA CY EA EA EA EA DA DA DA DA DA AC AC SF SY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PAVT MARKING REMOVABLE (YELLOW) (SOLID) PAVT MARKING REMOVABLE, YELLOW, OTHER TEMPORARY WORK STRUCTURE ARTIFICIAL COVERINGS MOWING SANDBAGGING SLOPE DRAINS (TEMPORARY) SEDIMENT BASINS SEDIMENT BASIN CLEANOUTS HAY OR STRAW BALE (18" X 18" X 36") TURBIDITY BARRIER FLOATING TURBIDITY BARRIER FLOATING (SPECIAL) TURBIDITY BARRIER STAKED SILT FENCE STAKED (TYPE III) STAKED SILT FENCE (TYPE IV) PREVENTION DEVICE SOIL TRACKING ROCK BAGS TURBIDITY BARRIER RELOCATE FLOATING WATER TREATMENT (VOLATILE ORGANIC) WATER QUAL MONITOR TEST (METHOD 601/602) AIR QUAL MON TEST (VOL ORGANIC VAPOR) DECONTAMINATION OF SOIL, PETROLEUM HAZ MATL R&DIS, 55 GA BBL SOLID PAINT HAZ MATL R&DIS OF (55GAL BBL FLAMMABLE) HAZ MATL R&DIS OF (55GAL BBL LIQ PAINT) HAZ MATL R&DIS OF (55GAL BBL NON/FLAMB) FIELD OFFICE ( 300 SQ FT) FIELD OFFICE ( 600 SQ FT) FIELD OFFICE ( 900 SQ FT) FIELD OFFICE (1200 SQ FT) FIELD OFFICE (1500 SQ FT) CLEARING & GRUBBING CLEARING & GRUBBING(PUSH BUTTON CONT) STRUCTURE REMOVAL OF EXISTING PAVEMENT REMOVAL OF EXISTING CONCRETE 4 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0110 0110 0110 0110 0110 0110 0110 0110 0110 0110 0110 0110 0110 0110 0120 0120 0120 0120 0120 0120 0120 0120 0120 0120 0121 0122 0125 0125 0129 0141 0142 0143 0144 0144 0144 5 6 7 8 8 10 12 12 71 73 82 84 85 86 1 2 3 4 5 6 71 72 73 74 70 70 1 3 70 70 70 70 1 1 71 1 1 1 1 2 1 2 No. of Conts Weighted Average Total Amount Total Quantity 1 41 $500.00 $122.13 $500.00 $131,407.88 1.000 1,076.000 2 $362.47 $396,537.00 1,094.000 3 $391.36 $459,850.00 1,175.000 3 2 $7,467.75 $28,500.00 $38,929.40 $57,000.00 5.213 2.000 27 100 52 1 26 7 88 40 $10,191.95 $5.18 $8.12 $25.70 $7.04 $18.25 $9.52 $49,758.27 $305,758.44 $27,768,786.59 $1,436,070.16 $24,569.20 $1,589,776.15 $234,247.98 $62,048,489.15 $2,239,122.14 30.000 5,358,130.000 176,792.330 956.000 225,691.000 12,835.000 6,520,423.000 45.000 1 20 $13.00 $184.99 $910,923.00 $837,450.58 70,071.000 4,527.100 6 $28.12 $159,873.56 5,685.000 1 4 $750.00 $17.21 $18,000.00 $131,891.20 24.000 7,665.000 1 $3,100.00 $62,000.00 20.000 1 $3,100.00 $31,000.00 10.000 1 1 2 Unit Meas Obs? Description PW PW EA DA TN EA SY SF LF LF MB LS EA LS CY CY CY CY CY CY LS CY CY CY CY SF CY CY CY AS CY CY LF LF EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PLUGGING WATER WELLS, ARTESIAN PLUGGING WATER WELLS, NON-ARTESIAN MAILBOX (F&I) (SINGLE) UNDERWATER DEBRIS REMOVAL UNDERWATER DEBRIS REMOVAL STRUCTURES RELOCATION (MONUMENT) HYDRODEMOLITION(REMOVAL OF DECK SURFACE) HYDRODEMOLITION, REM OF CONCRETE CURB BRIDGE FENDER SYSTEM REMOVAL & DISPOSAL BULKHEAD REMOVAL STRUCTURAL TIMBER, REMOVAL & DISPOSAL TRANSPORT EXIST MATL FOR REEF EST CLEANING INTERIOR OF SEGAL BOX GRDR SPAN DELIVERY OF SALVAGEABLE MATERIAL TO FDOT EXCAVATION REGULAR EXCAVATION BORROW (TRUCK MEASURE) EXCAVATION LATERAL DITCH EXCAVATION SUBSOIL EXCAVATION CHANNEL EMBANKMENT REGULAR EXCAVATION (3-R PROJECTS ONLY) FILL GRAVEL FILL LIGHTWEIGHT AGGREGATE EMBANKMENT SURCHARGE FLOWABLE FILL SLUR WALL (SOIL BENTONITE TRENCH) (30") EXCAVATION FOR STRUCTURES BEDDING MATL, SELECT EXCAVATION & DISPOSAL OF LANDFILL DEBRIS SETTLEMENT PLATE ASSEMBLY FILL SAND FILL SHELL DIGITAL INCLINOMETER CASING, VERTICAL DIGITAL INCLINOMETER CASING (HORIZONTAL) PORE-PRESSURE TRANSDUCER, PIEZOMETER 5 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0144 72 0144 73 0144 74 0145 1 0145 2 0145 71 1 0145 71 2 0145 71 3 0160 3 0160 4 0160 5 0160 6 0160 72 0161 70 0162 1 11 0162 1 12 0162 3101 0162 4 0162 5 0163 1 1 0163 1 2 0163 1 3 0163 1 5 0163 1 7 0165 70 0165 71 0173 71 0173 74 0173 76 0174 1 0175 1 0176001 0176002 0180 70 0180 71 No. of Conts Weighted Average Total Amount Total Quantity 1 1 1 $1,000.00 $1,000.00 $9.20 $20,000.00 $10,000.00 $67,684.40 20.000 10.000 7,357.000 1 $9.00 $67,302.00 7,478.000 1 1 79 $30.00 $29.48 $2.52 $1,500.00 $854.92 $10,443,059.15 50.000 29.000 4,147,484.630 3 $3.13 $33,402.00 10,686.000 56 1 3 $.59 $5.65 $21.64 $1,955,342.67 $16,215.50 $89,857.79 3,297,141.200 2,870.000 4,152.000 1 $24.00 $160,728.00 6,697.000 2 1 2 $206.67 $250.00 $61.90 $9,920.00 $100,000.00 $85,050.00 48.000 400.000 1,374.000 1 $5.70 $89,940.30 15,779.000 1 $65.00 $26,000.00 400.000 Unit Meas Obs? Description LF EA EA SF SY SY SY SY CY SY SY SY CY SY SY SY SY SY CY SY SY SY SY SY SY TN EA CY LF LB SY SY CY SY CY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TUBING FOR PIEZOMETER DIGITAL INCLINOMETER PORE PRESSURE XDUCER, CNTL/READOUT UNIT GEOSYNTHETIC REINFORCED SOIL SLOPES GEOSYNTHETIC REINF FND OVER SOFT SOILS REINFORCEMENT GRID (BIAXIAL,TYPE 1) REINFORCEMENT GRID (BIAXIAL,TYPE 2) REINFORCEMENT GRID (BIAXIAL,TYPE 3) STABILIZING MATERIAL COMMERCIAL STABILIZATION TYPE B STABILIZATION TYPE C SUBBASE STABILIZED STABILIZING MATERIAL LOCAL STABILIZED SUBGRADE(PREDESIGNED) PREPARED SOIL LAYER,FINISH SOIL LAYER,6" PREPARED SOIL LAYER- FINISH SOIL, 12" FINISH SOIL LAYER, GRASSING OPR, 6" ORGANIC SOIL LAYER FINISH SOIL LAYER(LANSCAPE OPERATION) BLANKET MATERIAL (12") BLANKET MATERIAL (18") BLANKET MATERIAL (24") BLANKET MATERIAL (36") BLANKET MATERIAL (48") SUBGRADE LIME TREATED HYDRATED LIME DRILLING HOLES FOR PRESSURE GROUTING PRESSURE GROUTING (CEMENT) PIPE FOR GROUT INSTALLATION SOIL STABILIZATION(HIGH-DENSITY POLY) RESEAT CONC PAVT RUBBLIZING CONCRETE PAVEMENT FILLER AGGREGATE SUBBASE STABILIZED (12") STAB MATERIAL COMMERCIAL (SPECIAL) 6 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0180 72 0180 74 0200 70 0210 1 0210 1 0210 1 0210 1 0210 1 0210 1 0210 1 0210 1 0210 2 0220 1 0220 1 0220 1 0220 1 0220 1 0220 1 0220 1 0220 1 0220 70 0220 70 0220 70 0220 70 0220 70 0230 2 0285701 0285702 0285703 0285704 0285705 0285706 0285707 0285708 0285709 No. of Conts Weighted Average Total Amount Total Quantity 1 $25.00 $1,492,225.00 59,689.000 1 1 $10.00 $6.00 $30,820.00 $46,530.00 3,082.000 7,755.000 58 2 9 17 1 32 6 3 54 $8.66 $11.13 $10.92 $8.43 $9.00 $13.04 $13.43 $23.26 $14.78 $7,355,867.02 $69,226.50 $711,080.70 $1,360,552.03 $30,771.00 $6,707,249.49 $464,086.00 $110,065.90 $27,993,442.87 849,660.500 6,220.000 65,091.900 161,392.000 3,419.000 514,421.600 34,554.000 4,732.000 1,894,390.000 1 2 3 4 5 9 13 22 1 2 3 5 8 15 17 18 1 2 6 15 19 Unit Meas Obs? Description SY CY CY SY SY SY SY SY SY SY SY CY SY SY SY SY SY SY SY SY SY SY SY SY SY CY SY SY SY SY SY SY SY SY SY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SUBBASE STABILIZED (6") STAB MATL COMMERCIAL (SPE-WORK PLATFORM) LIMEROCK MATL BASE REWORK LIMEROCK (6") BASE REWORK LIMEROCK (8") (D-CSE) BASE REWORK LIMEROCK (10") (D-CSE) BASE REWORK LIMEROCK (VAR THICKNESS) BASE REWORK LIMEROCK (5") BASE REWORK LIMEROCK (3") BASE REWORK EXISTING (11") (D-CSE) BASE REWORK LIMEROCK (9 1/2")(D-CSE) LIMEROCK, NEW MATL BASE SHAPE & COMPACT (6") BASE SHAPE & COMPACT (8") (D-CSE) BASE SHAPE & COMPACT (10") (D-CSE) BASE SHAPE & COMPACT (5") BASE SHAPE & COMPACT (4") BSE SHAP & COMP (VARTHICK 12 1/2" AVG.) BASE SHAPE & COMPACT (13") (D-CSE) BASE SHAPE & COMPACT (14") (D-CSE) BASE SHAPE & COMPACT EXIST (6") BASE SHAPE & COMPACT EXIST (8") (D-CSE) BASE SHAPE & COMPACT EXIST (12") (D-CSE) BSE SHAP&COMP EXIS(VAR THCK 12 1/2" AVG) BSE SHAP&COMP EXIS(VAR THICK 7 1/2" AVG) LIMEROCK MATL BASE OPTIONAL (BASE GROUP 01) BASE OPTIONAL (BASE GROUP 02) BASE OPTIONAL (BASE GROUP 03) BASE OPTIONAL (BASE GROUP 04) BASE OPTIONAL (BASE GROUP 05) BASE OPTIONAL (BASE GROUP 06) BASE OPTIONAL (BASE GROUP 07) BASE OPTIONAL (BASE GROUP 08) BASE OPTIONAL (BASE GROUP 09) 7 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0285710 0285711 0285712 0285713 0285714 0285715 0285717 0286 1 0286 2 0287 1 0288001 0300 1 0313 70 0314 70 0324 1 0325 75 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 No. of Conts Weighted Average Total Amount Total Quantity 6 13 11 6 3 37 $13.41 $13.86 $18.05 $40.46 $63.56 $39.38 $1,742,744.22 $7,906,207.50 $4,527,428.88 $625,183.97 $246,540.00 $3,487,285.91 129,968.000 570,512.800 250,778.500 15,451.000 3,879.000 88,562.570 34 10 4 2 $20.73 $118.79 $151.28 $264.49 $1,256,129.11 $466,533.62 $258,647.00 $56,310.00 60,588.700 3,927.300 1,709.700 212.900 1 $6.00 $11,202.00 1,867.000 46 6 2 26 48 63 5 23 $2.06 $2.40 $4.18 $2.63 $1.84 $2.01 $3.31 $2.31 $1,270,539.96 $714,316.86 $282,663.80 $4,734,745.07 $5,364,387.21 $4,948,192.61 $196,680.50 $2,997,026.92 616,288.600 297,418.000 67,550.000 1,800,301.100 2,911,879.200 2,467,768.800 59,431.000 1,297,464.200 2 12 7 9 $4.25 $2.05 $3.11 $2.40 $22,464.70 $1,914,311.53 $155,831.00 $684,314.90 5,283.000 933,647.000 50,104.000 285,011.000 10 7 3 1 27 $2.43 $3.25 $2.56 $9.50 $1.05 $1,688,134.42 $743,780.97 $271,621.04 $76,513.00 $1,632,025.60 694,708.600 229,025.900 105,955.000 8,054.000 1,550,283.000 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Unit Meas Obs? Description SY SY SY SY SY SY SY SY TN CY CY GA SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y BASE OPTIONAL (BASE GROUP 10) BASE OPTIONAL (BASE GROUP 11) BASE OPTIONAL (BASE GROUP 12) BASE OPTIONAL (BASE GROUP 13) BASE OPTIONAL (BASE GROUP 14) BASE OPTIONAL (BASE GROUP 15) BASE OPTIONAL (EXPERIMENTAL) TURNOUT CONSTRUCTION TURNOUT CONSTRUCTION (ASPHALT) BASE ASPHALT TREATED PERMEABLE CEMENT TREATED PERMEABLE BASE BIT MATL (ASPH RUBBER BINDER-INTERLAYER) PAVEMENT REINFORCEMENT MESH CRACK REDUCTION MEMBRANE ASPH RECYCLING HOT-IN-PLACE ASPH SURFACE REWORKING EXISTING MILLING EXIST ASPH PAVT (1" AVG DEPTH) MILL EXIST ASPH PAVT (3 1/2" AVG DEPTH) MILL EXIST ASPH PAVT (4 1/2" AVG DEPTH) MILLING EXIST ASPH PAVT (3" AVG DEPTH) MILLING EXIST ASPH PAVT (2" AVG DEPTH) MILL EXIST ASPH PAVT (1 1/2" AVG DEPTH) MILLING EXIST ASPH PAVT (4" AVG DEPTH) MILL EXIST ASPH PAVT (2 1/2" AVG DEPTH) MILL EXIST ASPH PAVT (5 1/4" AVG DEPTH) MILLING EXIST ASPH PAVT (5" AVG DEPTH) MILL EXIST ASPH PAVT (2 1/4" AVG DEPTH) MILL EXIST ASPH PAVT (1 1/4" AVG DEPTH) MILL EXIST ASPH PAVT (1 3/4" AVG DEPTH) MILL EXIST ASPH PAVT (6 1/2" AVG DEPTH) MILL EXIST ASPH PAVT (2 3/4" AVG DEPTH) MILLING EXIST ASPH PAVT (1/2" AVG DEPTH) MILL EXIST ASPH PAVT (3 1/4" AVG DEPTH) MILL EXIST ASPH PAVT (5 1/2" AVG DEPTH) MILLING EXIST ASPH PAVT (3/4" AVG DEPTH) 8 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Weighted Average Total Amount Total Quantity 20 21 22 23 24 25 4 $3.09 $597,832.05 193,771.000 11 12 13 14 15 21 22 23 24 25 5 6 7 20 21 22 45 11 26 109 20 1 $140.02 $79.56 $69.25 $75.22 $66.10 $284,454.30 $5,457,107.23 $69,426,268.52 $26,438,275.78 $427,263.79 2,031.500 68,588.600 1,002,501.120 351,494.800 6,463.900 2 24 14 1 38 47 54 19 11 24 $101.36 $80.03 $73.70 $95.00 $95.14 $86.76 $85.00 $74.14 $82.39 $97.78 $276,967.00 $19,041,832.82 $16,970,262.87 $658,635.00 $16,694,180.95 $18,509,678.49 $16,283,652.07 $9,956,629.27 $3,318,244.66 $16,683,639.89 2,732.500 237,921.300 230,260.400 6,933.000 175,470.870 213,343.980 191,576.800 134,302.500 40,273.630 170,621.800 105 13 $130.76 $3.09 $2,629,351.48 $4,256,003.20 20,108.270 1,379,003.100 2 $121.51 $141,440.00 1,164.000 1 $57.00 $672,771.00 11,803.000 Item 0327 0327 0327 0327 0327 0327 0328 0331 0334 0334 0334 0334 0334 0334 0334 0334 0334 0334 0337 0337 0337 0337 0337 0337 0337 0339 0341 0350 0350 0350 0350 0350 0350 0350 0350 70 70 70 70 70 70 70 2 1 1 1 1 1 1 1 1 1 1 7 7 7 7 7 7 7 1 70 1 1 1 1 1 1 1 1 1 2 3 4 5 6 8 9 Unit Meas Obs? Description SY SY SY SY SY SY SY TN TN TN TN TN TN TN TN TN TN TN TN TN TN TN TN TN TN TN SY SY SY SY SY SY SY SY SY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N Y Y Y Y Y Y Y Y Y Y MILL EXIST ASPH PAVT (3 3/4" AVG DEPTH) MILLING EXIST ASPH PAVT (7" AVG DEPTH) MILL EXIST ASPH PAVT (4 1/4" AVG DEPTH) MILLING EXIST ASPH PAVT (6" AVG DEPTH) MILLING EXIST ASPH PAVT (9" AVG DEPTH) MILLING EXIST ASPH PAVT (8" AVG DEPTH) MILLING TO IMPROVE SKID RESISTANCE ASPH CONC TYPE S SUPERPAVE ASPHALTIC CONC (TRAFFIC A) SUPERPAVE ASPHALTIC CONC (TRAFFIC B) SUPERPAVE ASPHALTIC CONC (TRAFFIC C) SUPERPAVE ASPHALTIC CONC (TRAFFIC D) SUPERPAVE ASPHALTIC CONC (TRAFFIC E) SUPERPAVE ASPH CONC(TRAF A)(PG76-22) SUPERPAVE ASPH CONC(TRAF B)(PG76-22) SUPERPAVE ASPH CONC(TRAF C)(PG76-22) SUPERPAVE ASPH CONC(TRAF D)(PG76-22) SUPERPAVE ASPH CONC(TRAF E)(PG76-22) ASPH CONC FC(INC BIT/RUBBER) (FC-5) ASPH CONC FC(INC BIT/RUB)FC12.5(FC-6) ASPH CONC FC(INC BIT/RUB)FC- 9.5 ASPH CONC FC(INC BIT)FC-12.5(FC6)PG76-22 ASPH CONC FC(INC BIT)FC-9.5PG76-22 ASPH CONC FC(INC BIT)FC-5(PG76-22) ASPH CONC FC,TRAFFIC D,FC-12.5,PG 76-22 ASPHALT PAVEMENT MISCELLANEOUS ASPHALT RUBBER MEMBRANE INTERLAYER CEMENT CONC PAVT PLAIN (6") CEMENT CONC PAVT PLAIN (7") CEMENT CONC PAVT PLAIN (8") CEMENT CONC PAVT PLAIN (9") CEMENT CONC PAVT PLAIN (10") CEMENT CONC PAVT PLAIN (3") CEMENT CONC PAVT PLAIN (7 1/2") CEMENT CONC PAVT PLAIN (VAR. 7 1/2" AVG) 9 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0350 0352 0353 0354 0354 0370 0400 0400 0400 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 2 1 2 3 2 4 2 5 2 9 2 10 2 12 2 19 2901 2906 72 78 70 70 70 71 1 1 1 1 2 1 5 No. of Conts Weighted Average Total Amount Total Quantity 2 $87.34 $103,248.00 1,182.200 1 $80.00 $902,800.00 11,285.000 1 $59.00 $3,917,482.00 66,398.000 1 $75.00 $1,302,225.00 17,363.000 1 $165.35 $370,218.65 2,239.000 9 1 $19.76 $50.00 $232,109.40 $1,250.00 11,749.000 25.000 1 $1,200.00 $48,000.00 40.000 2 1 50 $146.41 $800.00 $963.93 $185,500.00 $16,808.00 $1,697,629.61 1,267.000 21.010 1,761.160 Unit Meas Obs? Description SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY LF LF SY CY SF LB LF CY CY CY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CEMENT CONC PAVT PLAIN (12") CEMENT CONC PAVT PLAIN (13") CEMENT CONC PAVT PLAIN (11") CEMENT CONC PAVT PLAIN (11 1/2") CEMENT CONC PAVT PLAIN (14") CEMENT CONC PAVT PLAIN (13 1/2") CEMENT CONC PAVT PLAIN (10 1/2") CEMENT CONC PAVT PLAIN (8 1/2") CEMENT CONC PAVT PLAIN (15") CEMENT CONC PAVT PLAIN (12 1/2") CEMENT CONC PAVT PLAIN (VAR. 9 1/2" AVG) CEMENT CONC PAVT PLAIN (VAR. 11" AVG) CEMENT CONC PAVT PLAIN (VAR 11 1/2" AVG) CEMENT CONC PAVT PLAIN (14 1/2") CEMENT CONC PAVT PLAIN (VAR 10 1/2" AVG) CEMENT CONC PAVT REINFORCED ( 6") CEMENT CONC PAVT REINFORCED ( 8") CEMENT CONC PAVT REINFORCED ( 9") CEMENT CONC PAVT REINFORCED (10") CEMENT CONC PAVT REINF (VAR 7 1/2" AVG) CEMENT CONC PAVT REINFORCED (12") CEMENT CONC PAVT REINF(11") CEMENT CONC PAVT REINF(COLORED)( 6") CEMENT CONC PAVT REINF (COLORED) ( 6") CEMENT CONC PAVT REINF (COLORED) ( 3") CLEANING & RESEALING JOINTS- CONC PVMT CLEANING AND SEALING RANDOM CRACKS GRINDING CONCRETE PAVT CONC PAVT SLAB REPLACEMENT PATCH PORTLAND CMNT CONCRETE PAVMENT CONCRETE PAVEMENT RESTORATION BRIDGE APPR EXP JOINT CONC CLASS I(CULVERTS) CONC CLASS I(ENDWALLS) CONC CLASS I(SUBSTRUCTURE) 10 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 0400 1 6 1 8 1 11 1 12 1 15 1 25 1 26 1 27 2 1 2 2 2 3 2 4 2 5 2 6 2 8 2 10 2 11 2 12 2 15 2 20 2 25 2104 3 1 3 4 3 5 3 6 3 8 3 15 3 20 4 1 4 2 4 3 4 4 4 5 4 6 Weighted Average Total Amount Total Quantity 37 $607.45 $2,781,574.70 4,579.100 104 $583.45 $2,253,141.69 3,861.760 3 8 $801.00 $1,269.85 $2,300,633.00 $328,129.10 2,872.200 258.400 29 3 3 2 35 3 $666.12 $834.77 $433.78 $728.91 $430.30 $820.31 $24,781,287.62 $628,246.97 $384,847.00 $2,079,729.54 $4,601,959.10 $228,128.00 37,202.300 752.600 887.200 2,853.200 10,694.700 278.100 9 $752.87 $665,233.50 883.600 1 $710.00 $231,247.00 325.700 1 4 18 $1,000.00 $706.53 $522.40 $91,200.00 $3,122,375.00 $11,633,329.80 91.200 4,419.300 22,269.100 14 32 $942.11 $1,085.64 $10,275,117.04 $17,118,723.20 10,906.510 15,768.300 Unit Meas Obs? Description CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASS I(COUNTERWEIGHT) I(BULKHEAD) I(RETAINING WALLS) I(TRENCH SLABS) I(MISCELLANEOUS) I(MASS SUBSTRUCTURE) I(WEARING SURFACE) I(FILLER) II(CULVERTS) II(ENDWALLS) II(BRIDGES) II(SUPERSTRUCTURE) II(SUBSTRUCTURE) II(COUNTERWEIGHT) II(BULKHEAD) II(APPROACH SLABS) II(RETAINING WALLS) II(TRENCH SLAB) II(MISCELLANEOUS) II(SEAL) II(MASS)(SUBSTRUCTURE) II(SUPERSTRUCTURE) (LT-WT) III(CULVERTS) III(SUPERSTRUCTURE) III(SUBSTRUCTURE) III(COUNTERWEIGHT) III(BULKHEAD) III(MISCELLANEOUS) III(SEAL) IV(CULVERTS) IV(ENDWALLS) IV (BRIDGES) IV (SUPERSTRUCTURE) IV (SUBSTRUCTURE) IV (COUNTERWEIGHT) 11 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0400 4 7 0400 4 8 0400 4 9 0400 4 11 0400 4 12 0400 4 15 0400 4 17 0400 4 20 0400 4 22 0400 4 25 0400 4 34 0400 4 39 0400 4 40 0400 4104 0400 4105 0400 4239 0400 5 16 0400 5 18 0400 6 0400 7 0400 8 4 0400 8 5 0400 8 8 0400 8 15 0400 8 18 0400 8 22 0400 8 25 0400 8 39 0400 8 40 0400 8105 0400 8106 0400 8107 0400 9 0400 12 0400 20 No. of Conts Weighted Average Total Amount Total Quantity 2 5 $947.92 $1,008.58 $1,427,940.40 $1,982,665.00 1,506.400 1,965.800 7 $884.20 $2,948,883.00 3,335.100 10 $601.88 $683,253.60 1,135.200 12 1 $624.61 $620.00 $17,960,450.00 $4,149,846.00 28,754.500 6,693.300 3 $1,118.11 $1,001,375.00 895.600 27 $4.39 $382,675.70 87,214.800 1 $1,100.00 $87,450.00 79.500 7 1 $4.36 $53.85 $349,719.40 $7,501.31 80,229.000 139.300 Unit Meas Obs? Description CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY LF LF EA SY CY CY CY CY CY CY CY CY CY CY CY CY SY LF SY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CONC CLASS IV (BASCULE PIERS) CONC CLASS IV (BULKHEAD) CONC CLASS IV (APPROACH SPANS) CONC CLASS IV (RETAINING WALLS) CONC CLASS IV (TRENCH SLAB) CONC CLASS IV (MISCELLANEOUS) CONC CLASS IV (PILE BENT CAPS) CONC CLASS IV (SEAL) CONC CLASS IV (SUPSTR CLOSURE JOINT) CONC CLASS IV (MASS)(SUBSTRUCTURE) CONC CLASS IV (MASS)(BASCULE PIER) CONC CLASS IV (PRCST SEGAL SUPERSTRUCT) CONC CLASS IV (PRECAST SEGAL SUBSTRUCT) CONC CLASS IV(SUPERSTRUCTURE)(LT-WT) CONC CLASS IV(SUPERSTRUCTURE)(SPECIAL) CNC CLS IV (LOW SHRINK DECK)(MATL ONLY) HANDRAIL CONC (MISCELLANEOUS) HANDRAIL CONC (RETROFIT STANDARD) PRECAST ANCHOR BEAMS BRIDGE FLOOR GROOVING CONC CLASS V (SUPERSTRUCTURE) CONC CLASS V (SUBSTRUCTURE) CONC CLASS V (BULKHEAD) CONC CLASS V (MISCELLANEOUS) CONC CLASS V (BOX GIRDER) CONC CLASS V (SUPER STRUCT CLOSURE JNT.) CONC CLASS V (MASS)(SUBSTRUCTURE) CONC CLASS V (PRECAST SEGAL SUPERSTRUCT) CONC CLASS V (PRECAST SEGAL SUBSTRUCT) CONC CLASS V(SUPERSTRUCTURE SPECIAL) CONC CLASS V (MICROSILICA SUBSTRUCTURE) CNC CLASS V (MICROSILICA SUBSTRUCT MASS) BRIDGE DECK GROOVING&PLANING/DECK 8.5&> CLEAN & SEAL JOINTS(STRUCT/REHAB) GRINDING BRIDGE DECK(REHAB) 12 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0400 32 0400 72 0400 91 0400 95 0400 95 1 0400 95 3 0400 96 1 0400 97 0400101 1 0400114 0400115 0400126 1 0400126 2 0400126 3 0400126 5 0400126 7 0400126 11 0400127 1 0400127 2 0400127 3 0400127 5 0400127 7 0400127 11 0400128 0400134 0400135 0400136 0400140 1 0400140 2 0400140 3 0400140 4 0400140 5 0400142 2 0400142 3 0400142 4 No. of Conts Weighted Average Total Amount Total Quantity 4 $17,216.67 $165,280.00 9.600 1 $15,600.00 $62,400.00 4.000 2 $650,000.00 $5,200,000.00 8.000 1 $500.00 $36,550.00 73.100 2 $33.90 $171,516.40 5,059.600 3 6 1 $120.77 $26.41 $36.30 $1,570.00 $424,948.00 $635,504.10 13.000 16,093.000 17,507.000 1 $5,900.00 $153,400.00 26.000 1 2 $42.00 $120.68 $36,204.00 $225,912.00 862.000 1,872.000 Unit Meas Obs? Description CY SF EA EA EA EA LS SF CF LF SF EA EA EA EA EA EA EA EA EA EA EA EA LF GA LF SY EA EA EA EA EA SF SF SF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CONCRETE FOR JOINT REPAIR PRECAST BULKHEAD PANELS DEWATERING FOR SPREAD FOOTINGS COFFERDAM COFFERDAM (BASCULE PIER) COFFERDAM (SPECIAL) PRECONSTRUCTION SURVEY (BRIDGE DECK) COATING CONCRETE SURFACES PRESSURE GROUTING (CEMENT-SAND) PRECAST BENT CAPS (INTERMEDIATE) CONCRETE FASCIA WALL FIXED STRUCT BRG ASSEMBLY ( 1-250 KIPS) FIXED STRUCT BRG ASSEMBLY (251-500 KIPS) FIXED STRUCT BRG ASSEMBLY (501-750 KIPS) FIXED STRUCT BRG ASM(1001-1250 KIPS) FIXED STRUCT BRG ASM(1501-1750 KIPS) FIXED STRUCT BRG ASM(2501-3000 KIPS) EXP STRUCT BEARING ASSEMBLY (1-250 KIPS) EXP STRUCT BRG ASSEMBLY (251-500 KIPS) EXP STRUCT BRG ASSEMBLY (501-750 KIPS) EXP STRUCT BRG ASSEMBLY (1001-1250 KIPS) EXP STRUCT BRG ASSEMBLY (1501-1750 KIPS) EXP STRUCT BRG ASSEMBLY (2501-3000 KIPS) GRTNING PRCST DECK PNL (NON-SHRINK GRTN) EPOXY MATERIAL CRACKS INJECT & SEAL EPOXY CONCRETE OVERLAY NEOPRENE PAD REPLACEMENT (BENT/PIER) NEOPRENE PAD REPLACEMENT (ABUTMENT) NEOPRENE PAD REPLACEMENT (BOX PIER) NEOPRENE PAD REPLACEMENT (TRESTLE PIER) NEOPRENE PAD REPLACEMENT (V-PIER) CATHODIC PROTECTION SYSTEM (ELTECH) CATHODIC PROTECTION SYSTEM (ZINC SPRAY) CATHODIC PROTECTION SYSTEM (ZINC SHEETS) 13 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0400142 6 0400143 0400144 0400145 0400145 1 0400146 0400147 0400149 0400151 0400152 3 0400153 0400154 0401 70 0401 70 1 0401 70 2 0401 70 3 0401 70 4 0401 70 5 0401 70 6 0405 70 1 0405 70 2 0407 70320 0407 70330 0407 70420 0407 70600 0410 70 22 0410 70 33 0410 70 43 0410 70 53 0410 70 63 0410 70 64 0410 70 74 0410 70 83 0410 70 84 0410 70 85 No. of Conts Weighted Average Total Amount Total Quantity 12 $1.88 $724,853.32 385,814.000 22 3 1 $784.25 $34.47 $520.00 $618,145.00 $6,480.00 $13,520.00 788.200 188.000 26.000 3 7 $1,486.77 $1.33 $104,966.00 $368,321.60 70.600 276,723.000 4 1 2 6 1 1 2 1 $593.37 $1,069.00 $383.01 $499.57 $500.00 $500.00 $101.03 $880.00 $164,067.50 $109,038.00 $202,230.00 $137,930.00 $8,050.00 $10,000.00 $171,150.00 $8,800.00 276.500 102.000 528.000 276.100 16.100 20.000 1,694.000 10.000 1 $1,000.00 $50,000.00 50.000 Unit Meas Obs? Description SF SF SF SF SF CF CF GA GA SF CF SF CF CF CF CF CF CF CF CF CF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CATHODIC PROT SYS (TITANIUM SHEETS) CONCRETE SURFACES CLEANING & COATING CONC SURFACE COATING CONC SURFACE CLEANING CONCRETE SURFACE CLEANING(UNDERWATER) CONC OVERLAY COMPOSITE NEOPRENE PADS PENETRANT SEALER METHACRYLATE POLYMER (CATALYST INCLUDED) NEOPRENE PAD REPAIR (SURFACE SEALANT) NON SHRINK GROUT (F&I)(MISCELLANEOUS) CONC SURFACES CLEANING & SEALING SPALLED AREAS RESTORE (GUNITE) SPALLED AREAS RESTORE (EPOXY) SPALL A RESTORE (LATEX MOD MTR)(STY-BUT) SPALL A RESTORE (LATEX MOD MTR)(ACRYLIC) SPALL AREAS RESTORE (PORTLAND CEM GRTN) SPALL AREAS RESTORE (CONTRACTORS OPTION) SPALL A RESTORE(THERMOSET POLYMER CNC) LATEX MOD PORTLAND CEMENT CONC (TYP I) LATEX MOD PORTLAND CEMENT CONC (TYP III) PRCST CON 3 SIDE BOX CUL(F&I,32'SPN 10') PRCST CNC 3 SIDE BOX CUL(F&I,33'X10'OR>) PRCST CNC 3 SIDE BOX CUL(F&I,42'X10'OR>) PRCST CNC 3 SIDE BOX CUL(F&I,60'X10'OR>) PCBC (F&I) (2' SPAN)(2' HT) PCBC (F&I) (3' SPAN)(3' HT) PCBC (F&I) (4' SPAN)(3' HT) PCBC (F&I) (5' SPAN)(3' HT) PCBC (F&I) (6' SPAN)(3' HT) PCBC (F&I) (6' SPAN)(4' HT) PCBC (F&I) (7' SPAN)(4' HT) PCBC (F&I) (8' SPAN)(3' HT) PCBC (F&I) (8' SPAN)(4' HT) PCBC (F&I) (8' SPAN)(5' HT) 14 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0410 70 96 0410 70103 0410 70104 0410 70105 0410 70106 0410 70124 0410 70125 0410 70126 0410 70127 0410 70186 0410 70198 0410 70200 0410 70240 0410 70246 0410 70248 0410 70300 0410 70369 0413149 0413151 0413154 0415 1 1 0415 1 2 0415 1 3 0415 1 4 0415 1 5 0415 1 6 0415 1 7 0415 1 8 0415 1 9 0415 2 1 0415 2 4 0415 2 5 0415 2 6 0415 2 9 0425 1 91 No. of Conts Weighted Average Total Amount Total Quantity 36 $1.11 $2,163,121.05 1,955,702.040 11 42 35 12 2 8 35 $.93 $.91 $.92 $.54 $.96 $1.31 $1.00 $322,468.30 $12,081,965.75 $9,799,279.93 $1,444,855.35 $137,848.60 $685,962.09 $2,032,328.35 346,033.000 13,254,557.000 10,655,393.000 2,652,480.000 144,170.000 522,768.000 2,035,304.600 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF GA GA SF LB LB LB LB LB LB LB LB LB LB LB LB LB LB EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PCBC (F&I) (9' SPAN)(6' HT) PCBC (F&I) (10' SPAN)(3' HT) PCBC (F&I) (10' SPAN)(4' HT) PCBC (F&I) (10' SPAN)(5' HT) PCBC (F&I) (10' SPAN)(6' HT) PCBC (F&I) (12' SPAN)(4' HT) PCBC (F&I) (12' SPAN)(5' HT) PCBC (F&I) (12' SPAN)(6' HT) PCBC (F&I) (12' SPAN)(7' HT) PCBC (F&I) (18' SPAN)(6' HT) PCBC (F&I) (19' SPAN)(8' HT) PCBC (F&I) (20' SPAN)(>10'HT) PCBC (F&I) (24' SPAN)(>10'HT) PRCST CONC BOX CULV(F&I)(24'SPAN)(6'HT) PCBC (F&I) (24' SPAN)(8' HT) PCBC (F&I) (30' SPAN)(>10'HT) PRCST CONC BOX CULV(F&I)(36'SPAN)(9'HT) PENETRANT SEALER METHACRYLATE MONOMER CLEANING & SEALING CONC SURFACES REINF STEEL (ROADWAY) REINF STEEL (BRIDGE) REINF STEEL (RETAINING WALL) REINF STEEL (SUPERSTRUCTURE) REINF STEEL (SUBSTRUCTURE) REINF STEEL (MISCELLANEOUS) REINF STEEL (SOUND BARRIER WALL) REINF STEEL (BULKHEAD) REINF STEEL (APPROACH SLABS) REINF STEEL (STAINLESS)(ROADWAY) REINF STEEL (STAINLESS)(SUPERSTRUCTURE) REINF STEEL (STAINLESS) (SUBSTRUCTURE) REINF STEEL (STAINLESS) (MISCELLANEOUS) REINF STEEL (STAINLESS) (APPROACHSLAB) INLETS (CURB) (TYPE 9) (<10') 15 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 1201 1202 1203 1204 1205 1207 1209 1211 1212 1215 1311 1312 1315 1319 1321 1322 1325 1329 1331 1332 1335 1341 1342 1345 1351 1352 1355 1359 1361 1362 1365 1369 1411 1412 1415 No. of Conts Weighted Average Total Amount Total Quantity 10 1 1 $4,430.53 $6,900.00 $4,000.00 $97,471.62 $13,800.00 $8,000.00 22.000 2.000 2.000 1 11 $2,800.00 $4,269.60 $2,800.00 $273,254.20 1.000 64.000 4 $3,696.07 $51,745.00 14.000 8 $4,283.05 $72,811.79 17.000 4 $4,000.00 $28,000.00 7.000 7 $4,099.48 $172,178.29 42.000 9 9 1 1 47 14 17 1 35 3 5 1 3 1 $3,413.63 $4,421.90 $5,846.24 $3,700.00 $3,474.66 $5,083.14 $2,989.68 $2,000.00 $3,965.50 $6,226.03 $3,490.14 $2,500.00 $7,952.49 $5,600.00 $95,581.60 $163,610.36 $5,846.24 $7,400.00 $3,179,317.24 $279,572.90 $158,453.25 $2,000.00 $1,114,306.80 $62,260.29 $48,862.00 $2,500.00 $47,714.95 $5,600.00 28.000 37.000 1.000 2.000 915.000 55.000 53.000 1.000 281.000 10.000 14.000 1.000 6.000 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (CURB) (TYPE 9) (<10') (TYPE 9) (J BOT, >10') (TYPE 9) (J BOT, <10') (TYPE 9) (J BOT, >10') (TYPE 9) (PARTIAL) (TYP 9) (J BOT, <10', SPE) (TYP 9) (MODIFY) (TYPE 10) (<10') (TYPE 10)(>10') (TYPE 10)(PARTIAL) (TYPE P-1) (<10') (TYPE P-1) (>10') (TYPE P-1) (PARTIAL) (TYPE P-1) (MODIFY) (TYPE P-2) (<10') (TYPE P-2) (>10') (TYPE P-2) (PARTIAL) (TYPE P-2) (MODIFY) (TYPE P-3) (<10') (TYPE P-3) (>10') (TYPE P-3) (PARTIAL) (TYPE P-4) (<10') (TYPE P-4) (>10') (TYPE P-4) (PARTIAL) (TYPE P-5) (<10') (TYPE P-5) (>10') (TYPE P-5) (PARTIAL) (TYPE P-5) (MODIFY) (TYPE P-6) (<10') (TYPE P-6) (>10') (TYPE P-6) (PARTIAL) (TYPE P-6) (MODIFY) (TYPE J-1) (<10') (TYPE J-1) (>10') (TYPE J-1) (PARTIAL) 16 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 1419 1421 1422 1425 1431 1432 1435 1441 1442 1451 1452 1453 1455 1459 1461 1462 1463 1465 1468 1469 1471 1472 1473 1474 1475 1477 1481 1482 1483 1484 1485 1487 1489 1501 1502 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $10,003.35 $8,000.00 $10,003.35 $8,000.00 1.000 1.000 5 $7,587.85 $83,466.30 11.000 3 $8,112.86 $73,015.70 9.000 19 12 2 1 $4,744.58 $6,074.52 $5,647.73 $2,640.75 $555,115.72 $188,310.00 $62,125.00 $2,640.75 117.000 31.000 11.000 1.000 21 5 2 1 $6,081.93 $6,186.08 $5,878.57 $2,685.90 $316,260.40 $37,116.49 $82,300.00 $2,685.90 52.000 6.000 14.000 1.000 15 4 3 2 2 $3,741.37 $5,400.00 $5,037.27 $6,683.33 $4,153.50 $329,240.12 $21,600.00 $55,409.95 $20,050.00 $8,307.00 88.000 4.000 11.000 3.000 2.000 3 $4,329.43 $30,306.00 7.000 2 $4,400.00 $8,800.00 2.000 6 1 $2,624.75 $6,200.00 $154,860.00 $6,200.00 59.000 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS INLETS (CURB) (TYPE J-1) (MODIFY) (CURB) (TYPE J-2) (<10') (CURB) (TYPE J-2) (>10') (CURB) (TYPE J-2) (PARTIAL) (CURB) (TYPE J-3) (<10') (CURB) (TYPE J-3) (>10') (CURB) (TYPE J-3) (PARTIAL) (CURB) (TYPE J-4) (<10') (CURB) (TYPE J-4) (>10') (CURB) (TYPE J-5) (<10') (CURB) (TYPE J-5) (>10') (CURB) (TYPE J-5) (JBOTT)(<10') (CURB) (TYPE J-5) (PARTIAL) (CURB) (TYPE J-5) (MODIFY) (CURB) (TYPE J-6) (<10') (CURB) (TYPE J-6) (>10') (CURB) (TYPE J-6) (JBOTT)(<10') (CURB) (TYPE J-6) (PARTIAL) (CURB) (TYPE J-6) (PARTIAL) (CURB) (TYPE J-6) (MODIFY) (CURB) (TYPE 7) (<10') (CURB) (TYPE 7) (>10') (CURB) (TYPE 7) (J BOT ,<10') (CURB) (TYPE 7) (J BOT, >10') (CURB) (TYPE 7) (PARTIAL) (CURB) (TYP 7) (J BOT, <10', SPE) (CURB) (TYPE 8) (<10') (CURB) (TYPE 8) (>10') (CURB) (TYPE 8) (J BOT, <10') (CURB) (TYPE 8) (J BOT, >10') (CURB) (TYPE 8) (PARTIAL) (CURB) (TYP 8) (J BOT, <10', SPE) (CURB) (TYPE 8) (MODIFY) (DT BOT) (TYPE A) (<10') (DT BOT) (TYPE A) (>10') 17 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 1503 1504 1505 1508 1509 1511 1512 1513 1514 1515 1517 1518 1519 1521 1522 1523 1524 1525 1527 1529 1531 1532 1533 1534 1535 1537 1538 1541 1542 1543 1544 1545 1547 1549 1551 Weighted Average Total Amount Total Quantity 9 $3,480.83 $170,560.65 49.000 2 $6,061.82 $133,360.00 22.000 3 $3,121.82 $34,340.00 11.000 1 40 $7,150.00 $2,735.92 $7,150.00 $673,036.90 1.000 246.000 5 1 6 $4,117.27 $6,420.00 $1,803.13 $74,110.82 $6,420.00 $43,275.00 18.000 1.000 24.000 1 13 1 2 $3,100.00 $3,429.41 $13,000.00 $4,533.33 $9,300.00 $212,623.32 $52,000.00 $40,800.00 3.000 62.000 4.000 9.000 2 $4,425.00 $8,850.00 2.000 36 2 7 2 4 $3,547.08 $5,717.82 $6,255.56 $6,950.00 $3,372.57 $585,268.58 $22,871.26 $112,600.00 $13,900.00 $23,608.00 165.000 4.000 18.000 2.000 7.000 11 14 $5,009.70 $4,334.50 $165,320.00 $186,383.58 33.000 43.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y INLETS (DT BOT) (TYPE A) (J BOT, <10') INLETS (DT BOT) (TYPE A) (J BOT, >10') INLETS (DT BOT) (TYPE A) (PARTIAL) INLETS(DT BOT)(TYP A)(J BOT, >10', SPL) INLETS(DT BOT)(TYP A)(MODIFY) INLETS (DT BOT) (TYPE B) (<10') INLETS (DT BOT) (TYPE B) (>10') INLETS (DT BOT) (TYPE B) (J BOT, <10') INLETS (DT BOT) (TYPE B) (J BOT, >10') INLETS (DT BOT) (TYPE B) (PARTIAL) INLET (DT BOT) (TYP B)(J BOT<10',SPE) INLET (DT BOT) (TYP B)(J BOT>10',SPE) INLETS (DT BOT) (TYPE B) (MODIFY) INLETS (DT BOT) (TYPE C) (<10') INLETS (DT BOT) (TYPE C) (>10') INLETS (DT BOT) (TYPE C) (J BOT, <10') INLETS (DT BOT) (TYPE C) (J BOT, >10') INLETS (DT BOT) (TYPE C) (PARTIAL) INLET (DT BOT)(TYP C)(J BOT, <10', SPE) INLETS (DT BOT) (TYPE C) (MODIFY) INLETS (DT BOT) (TYPE C MODIFIED) (<10') INLETS (DT BOT) (TYPE C MODIFIED) (>10') INLET (DT BOT) (TYP C MOD) (J BOT, <10') INLET (DT BOT) (TYP C MOD) (J BOT, >10') INLETS (DT BOT) (TYP C MOD) (PARTIAL) INLET(DT BOT)(TYP C MOD)(J BOT,<10'SPEC) INLET(DT BOT)(TYP C MOD)(J BOT,>10'SPEC) INLETS (DT BOT) (TYPE D) (<10') INLETS (DT BOT) (TYPE D) (>10') INLETS (DT BOT) (TYPE D) (J BOT, <10') INLETS (DT BOT) (TYPE D) (J BOT, >10') INLETS (DT BOT) (TYPE D) (PARTIAL) INLET (DT BOT)(TYP D)(J BOT, <10', SPE) INLETS (DT BOT) (TYPE D) (MODIFY) INLETS (DT BOT) (TYPE E) (<10') 18 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 1552 1553 1554 1555 1557 1559 1561 1562 1563 1564 1565 1567 1568 1571 1572 1573 1574 1575 1577 1578 1581 1582 1583 1584 1585 1587 1588 1589 1591 1593 1594 1597 1601 1602 1603 No. of Conts Weighted Average Total Amount Total Quantity 1 4 $3,700.00 $5,283.33 $3,700.00 $63,400.00 1.000 12.000 1 $1,125.00 $3,375.00 3.000 4 12 $4,253.13 $3,187.03 $68,050.00 $219,904.86 16.000 69.000 2 1 3 $7,227.27 $15,000.00 $2,678.75 $318,000.00 $75,000.00 $10,715.00 44.000 5.000 4.000 5 1 $4,694.58 $5,700.00 $276,980.00 $5,700.00 59.000 1.000 1 $4,500.00 $4,500.00 1.000 9 $6,132.76 $226,911.95 37.000 1 $3,900.00 $3,900.00 1.000 1 $11,037.00 $22,074.00 2.000 3 $6,275.00 $50,200.00 8.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y INLETS (DT BOT) (TYPE E) (>10') INLETS (DT BOT) (TYPE E) (J BOT, <10') INLETS (DT BOT) (TYPE E) (J BOT, >10') INLETS (DT BOT) (TYPE E) (PARTIAL) INLET (DT BOT)(TYP E)(J BOT, <10', SPE) INLETS (DT BOT) (TYPE E) (MODIFY) INLETS (DT BOT) (TYPE F) (<10') INLETS (DT BOT) (TYPE F) (>10') INLETS (DT BOT) (TYPE F) (J BOT, <10') INLETS (DT BOT) (TYPE F) (J BOT, >10') INLETS (DT BOT) (TYPE F) (PARTIAL) INLETS (DT BOT) (TYPE F)(J BOT <10' SPL) INLETS (DT BOT) (TYPE F)(J BOT >10' SPL) INLETS (DT BOT) (TYPE G) (<10') INLETS (DT BOT) (TYPE G) (>10') INLETS (DT BOT) (TYPE G) (J BOT, <10') INLETS (DT BOT) (TYPE G) (J BOT, >10') INLETS (DT BOT) (TYPE G) (PARTIAL) INLET (DT BOT)(TYP G)(J BOT, <10', SPE) INLETS (DT BOT) (TYPE G)(J BOT >10' SPL) INLETS (DT BOT) (TYPE H) (<10') INLETS (DT BOT) (TYPE H) (>10') INLETS (DT BOT) (TYPE H) (J BOT, <10") INLETS (DT BOT) (TYPE H) (J BOT, >10') INLETS (DT BOT) (TYPE H) (PARTIAL) INLET (DT BOT) (TYP H) (J BOT <10',SPE) INLET (DT BOT) (TYP H) (J BOT >10',SPE) INLETS (DT BOT) (TYPE H)(MODIFY) INLETS (DT BOT) (TYPE I) (<10') INLETS (DT BOT) (TYPE I) (J BOT, <10') INLETS (DT BOT) (TYPE I) (J BOT, >10') INLET (DT BOT)(TYP I)(J BOT, <10', SPE) INLETS (DT BOT) (TYPE J) (<10') INLETS (DT BOT) (TYPE J) (>10') INLETS (DT BOT) (TYPE J) (J BOT, <10') 19 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 1605 1608 1611 1612 1615 1617 1619 1701 1702 1703 1704 1705 1707 1708 1711 1712 1713 1714 1715 1717 1718 1719 1721 1722 1724 1801 1802 1803 1804 1807 1808 1809 1811 1812 1813 Weighted Average Total Amount Total Quantity 1 $3,100.00 $3,100.00 1.000 28 5 3 2 $3,123.85 $5,044.22 $4,234.35 $10,394.00 $1,237,046.00 $45,398.00 $110,093.00 $31,182.00 396.000 9.000 26.000 3.000 8 $3,361.32 $40,335.85 12.000 2 $5,880.00 $29,400.00 5.000 2 $2,400.00 $4,800.00 2.000 1 $3,500.00 $63,000.00 18.000 1 $3,500.00 $49,000.00 14.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y INLETS (DT BOT) (TYPE J) (PARTIAL) INLETS-DT BT (TYP J) (J BOT, >10', SPE ) INLETS (DT BOT) (TYPE K) (<10') INLETS (DT BOT) (TYPE K) (>10') INLETS (DT BOT) (TYPE K) (PARTIAL) INLET (DT BOT)(TYP K)(J BOT, <10', SPE) INLETS (DT BOT) (TYPE K) (MODIFY) INLETS (GUTTER) (TYPE S) (<10') INLETS (GUTTER) (TYPE S) (>10') INLETS (GUTTER) (TYPE S) (J BOT, <10') INLETS (GUTTER) (TYPE S) (J BOT, >10') INLETS (GUTTER) (TYPE S) (PARTIAL) INLET (GUTTER)(TYP S)(J BOT, <10', SPE) INLET (GUTTER)(TYP S)(J BOT, >10', SPE) INLETS (GUTTER) (TYPE V) (<10') INLETS (GUTTER) (TYPE V) (>10') INLETS (GUTTER) (TYPE V) (J BOT, <10') INLETS (GUTTER) (TYPE V) (J BOT, >10') INLETS (GUTTER) (TYPE V) (PARTIAL) INLET (GUTTER)(TYP V)(J BOT, <10', SPE) INLET (GUTTER)(TYP V)(J BOT, >10', SPE) INLET (GUTTER)(TYP V)(MODIFY) INLETS (GUTTER) (TYPE S MODIFIED) (<10') INLETS (GUTTER) (TYPE S MODIFIED) (>10') INLET (GUTTER) (TYP S MOD) (J BOT, >10') INLETS (MB) (TYPE 1) (<10') INLETS (MB) (TYPE 1) (>10') INLETS (MB) (TYPE 1) (J BOT, <10') INLETS (MB) (TYPE 1) (J BOT, >10') INLETS (MB) (TYP 1) (J BOT, <10', SPE) INLETS (MB) (TYP 1) (J BOT, <10', SPE) INLETS (MB) (TYP 1) MODIFY INLETS (MB) (TYPE 2) (<10') INLETS (MB) (TYPE 2) (>10') INLETS (MB) (TYPE 2) (J BOT, <10') 20 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 1817 1819 1821 1822 1831 1832 1833 1835 1841 1842 1843 1844 1845 1847 1848 1849 1851 1852 1853 1854 1855 1857 1858 1859 1861 1862 1863 1867 1881 1882 1883 1884 1885 1887 1891 Weighted Average Total Amount Total Quantity 1 1 $6,050.00 $7,150.00 $66,550.00 $7,150.00 11.000 1.000 1 2 $4,290.00 $4,035.71 $42,900.00 $56,500.00 10.000 14.000 1 $4,000.00 $204,000.00 51.000 6 1 1 1 $3,521.81 $4,000.00 $3,925.00 $5,500.00 $63,392.53 $4,000.00 $3,925.00 $5,500.00 18.000 1.000 1.000 1.000 15 $3,845.07 $972,802.00 253.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y INLETS (MB)(TYPE 2)(J BOT<10' SPECIAL) INLETS (MB) (TYPE 2) MODIFY INLETS (MB) (SPEC TYPE 1) (<10') INLETS (MB) (SPEC TYPE 1)(>10') INLETS (MB) (SPEC TYPE 2) (<10') INLETS (MB) (SPEC TYPE 2)(>10') INLETS (MB) (SPEC TYPE 2)J BOT<10') INLETS (MB) (SPEC TYPE 2)(PARTIAL) INLETS (MB) (TYPE 3) (<10') INLETS (MB) (TYPE 3) (>10') INLETS (MB) (TYPE 3) (J BOT, <10') INLETS (MB) (TYPE 3) (J BOT, >10') INLETS (MB) (TYPE 3) (PARTIAL) INLETS (MB) (TYPE 3)(J BOT,<10'SPECIAL) INLETS (MB) (TYPE 3)(J BOT,>10'SPECIAL) INLETS (MB) (TYPE 3) MODIFY INLETS (MB) (TYPE 4) (<10') INLETS (MB) (TYPE 4) (>10') INLETS (MB) (TYPE 4) (J BOT, <10') INLETS (MB) (TYPE 4) (J BOT, >10') INLETS (MB) (TYPE 4) (PARTIAL) INLETS (MB) (TYPE 4)(J BOT,<10'SPECIAL) INLETS (MB) (TYPE 4)(J BOT,>10'SPECIAL) INLETS (MB) (TYPE 4) MODIFY INLETS (MB) (TYPE 5) (<10') INLETS (MB) (TYPE 5) (>10') INLETS (MB) (TYPE 5) (J BOT, <10') INLETS (MB) (TYPE 5)(J BOT<10'SP) INLET (BARRIER WALL,RIG,CG) (<10') INLET (BARRIER WALL,RIG,CG) (>10') INLET (BARRIER WALL,RIG,CG)(J <10') INLET (BARRIER WALL,RIG,CG)(J >10') INLET (BARRIER WALL,RIG,CG)(PARTIAL) INLET (BARRWALL,RIG.C&G)(J BOT,<10',SPE) INLETS (BARRIER WALL) (<10') 21 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 1892 1893 1894 1895 1897 1898 1899 1901 1902 1903 1904 1905 1910 2 41 2 42 2 43 2 61 2 62 2 63 2 71 2 72 2 73 2 91 2 92 2 93 2101 2102 2103 3 41 3 42 3 43 3 61 3 62 3 63 3 81 No. of Conts Weighted Average Total Amount Total Quantity 4 1 2 $5,030.00 $5,000.00 $7,400.00 $50,300.00 $55,000.00 $37,000.00 10.000 11.000 5.000 5 1 $3,591.33 $8,590.73 $158,018.32 $25,772.19 44.000 3.000 2 7 44 9 17 26 5 14 34 15 2 21 15 1 7 5 1 3 $5,264.75 $3,587.50 $3,153.29 $5,264.42 $1,829.03 $2,983.63 $3,642.05 $2,621.25 $5,370.19 $9,682.55 $2,238.00 $5,077.13 $9,194.88 $9,518.07 $13,166.03 $14,748.29 $5,455.00 $2,808.50 $42,118.00 $57,400.00 $693,723.91 $189,518.98 $98,767.68 $578,824.80 $43,704.58 $115,335.00 $757,196.43 $561,587.61 $13,428.00 $609,255.75 $597,667.00 $9,518.07 $236,988.49 $530,938.29 $5,455.00 $11,234.00 8.000 16.000 220.000 36.000 54.000 194.000 12.000 44.000 141.000 58.000 6.000 120.000 65.000 1.000 18.000 36.000 1.000 4.000 3 1 $3,068.00 $5,440.00 $15,340.00 $10,880.00 5.000 2.000 3 1 $3,115.83 $4,400.00 $9,347.50 $4,400.00 3.000 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y INLETS (BARRIER WALL) (>10') INLETS (BARRIER WALL) (J BOT, <10') INLETS (BARRIER WALL) (J BOT, >10') INLETS (BARRIER WALL) (PARTIAL) INLETS (BARRIER WALL) (J BOT, <10',SPE) INLETS (BARRIER WALL) (J BOT, >10',SPE) INLETS (BARRIER WALL)MODIFY INLETS (SPECIAL) (<10') INLETS (SPECIAL) (>10') INLETS (SPECIAL) (J BOT, <10') INLETS (SPECIAL) (J BOT, >10') INLETS (SPECIAL) (PARTIAL) INLETS (CLOSED FLUME)(N/A) MANHOLES (P-7) (<10') MANHOLES (P-7) (>10') MANHOLES (P-7) (PARTIAL) MANHOLES, P-8, <10' MANHOLES (P-8) (>10') MANHOLES (P-8) (PARTIAL) MANHOLES (J-7) (<10') MANHOLES (J-7) (>10') MANHOLES (J-7) (PARTIAL) MANHOLES (J-8) (<10') MANHOLES (J-8) (>10') MANHOLES (J-8) (PARTIAL) MANHOLES (SPECIAL) (<10') MANHOLES (SPECIAL) (>10') MANHOLES (SPECIAL) (PARTIAL) JUNCTION BOXES (P-7) (<10') JUNCTION BOXES (P-7) (>10') JUNCTION BOXES (P-7) (PARTIAL) JUNCTION BOXES (J-7) (<10') JUNCTION BOXES (J-7) (>10') JUNCTION BOXES (J-7) (PARTIAL) JUNCTION BOXES (SPECIAL) (<10') 22 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0425 3 82 0425 3 83 0425 3 91 0425 4 0425 5 0425 5 1 0425 6 0425 8 0425 10 0425 11 0425 71 0425 74 1 0425 74 2 0425 78 0425 82 0426731125 0426731225 0426732025 0426732123 0426732125 0426732129 0426732425 0426733023 0426733025 0426733027 0426733029 0426733121 0426733325 0426733338 0430 94 1 0430150221 0430171121 0430171123 0430171125 0430171129 No. of Conts Weighted Average Total Amount Total Quantity 2 1 9 43 14 20 2 5 10 $2,113.00 $2,730.00 $1,458.99 $810.43 $1,352.07 $414.25 $4,807.29 $1,225.33 $2,809.51 $8,452.00 $5,460.00 $48,146.76 $373,606.48 $190,641.78 $136,701.91 $33,651.00 $24,506.50 $47,761.64 4.000 2.000 33.000 461.000 141.000 330.000 7.000 20.000 17.000 4 $1,267.77 $46,907.50 37.000 2 12 $945.75 $782.37 $4,728.74 $132,221.09 5.000 169.000 1 $110.00 $55,000.00 500.000 4 27 79 58 $55.39 $72.77 $52.98 $64.58 $5,761.00 $137,068.80 $10,121,767.63 $4,097,249.67 104.000 1,883.500 191,046.900 63,448.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y JUNCTION BOXES (SPECIAL) (>10') JUNCTION BOXES (SPECIAL) (PARTIAL) JUNCTION BOXES (UTILITY) (<10') INLETS (ADJUST) MANHOLE (ADJUST) MANHOLE (ADJUST) (UTILITY) VALVE BOXES (ADJUST) STRUCTURES MISCELLANEOUS (ADJUST) YARD DRAINS DRAINAGE STRUCTURE MODIFY INLETS RELOCATING MANHOLES & INLETS CLEANING & SEAL (<10') MANHOLES & INLETS CLEANING & SEAL (>10') INLET CAP (PRECAST) GRATE REPLACEMENT SLOTTED DRAIN PIPE (CORR AL)(GA 14)(18") SLOTTED DRAIN PIPE (CORR AL)(GA 12)(18") SLOTTED DRAIN PIPE (CORR ST)(GA 16)(18") SLOTTED DRAIN PIPE (CORR ST)(GA 14)(15") SLOTTED DRAIN PIPE (CORR ST)(GA 14)(18") SLOTTED DRAIN PIPE(CORR STL)(GA 14)(24") SLOTTED DRAIN PIPE (CORR ST)(GA 8)(18") SLOT DRAIN PIPE (OPTIONAL) (GA 16)(15") SLOT DRAIN PIPE (OPTIONAL) (GA 16)(18") SLOT DRAIN PIPE (OPTIONAL) (GA 16)(21") SLOT DRAIN PIPE (OPTIONAL) (GA 16)(24") SLOT DRAIN PIPE (OPTIONAL) (GA 14)(12") SLOT DRAIN PIPE (OPTIONAL) (GA 10)(18") SLOT DRAIN PIPE (OPTIONAL) (GA 10)(36") DESILTING PIPE, 0 - 24" PIPE CAST IRON SOIL (EXTRA HEAVY) (12") PIPE CULV(OPT MATL)(ROUND)( 12"SS) PIPE CULV(OPT MATL)(ROUND)( 15"SS) PIPE CULV(OPT MATL)(ROUND)( 18"SS) PIPE CULV(OPT MATL)(ROUND)( 24"SS) 23 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0430171133 0430171138 0430171140 0430171141 0430171142 0430171143 0430171144 0430171145 0430171146 0430171147 0430171223 0430171225 0430171229 0430171233 0430171238 0430171240 0430171241 0430171242 0430171243 0430171244 0430171245 0430171246 0430171247 0430172123 0430172125 0430172129 0430172133 0430172138 0430172140 0430172141 0430172142 0430172143 0430172144 0430172145 0430172147 No. of Conts Weighted Average Total Amount Total Quantity 35 26 17 20 8 7 1 3 $85.02 $95.21 $121.52 $131.05 $170.46 $174.18 $253.00 $413.49 $4,104,890.00 $3,005,821.81 $2,327,567.65 $2,053,892.94 $839,162.22 $1,052,578.70 $413,149.00 $113,710.00 48,281.000 31,569.000 19,154.000 15,672.500 4,923.000 6,043.000 1,633.000 275.000 2 $354.68 $359,286.00 1,013.000 14 6 10 5 2 2 3 1 $76.67 $73.70 $132.92 $112.87 $230.43 $169.16 $223.90 $180.00 $241,363.92 $128,686.00 $623,783.80 $172,912.82 $10,830.00 $194,367.50 $372,799.00 $23,940.00 3,148.000 1,746.000 4,693.000 1,532.000 47.000 1,149.000 1,665.000 133.000 5 24 28 11 13 5 5 1 3 $104.51 $53.96 $66.87 $93.74 $98.27 $148.30 $150.25 $198.00 $305.76 $26,022.00 $970,445.40 $737,057.99 $359,220.96 $261,391.12 $112,265.00 $309,072.00 $11,088.00 $44,030.00 249.000 17,984.000 11,022.000 3,832.000 2,660.000 757.000 2,057.000 56.000 144.000 3 $329.64 $65,268.00 198.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT MATL)(ROUND)( 30"SS) MATL)(ROUND)( 36"SS) MATL)(ROUND)( 42"SS) MATL)(ROUND)( 48"SS) MATL)(ROUND)( 54"SS) MATL)(ROUND)( 60"SS) MATL)(ROUND)( 66"SS) MATL)(ROUND)( 72"SS) MATL)(ROUND)( 78"SS) MATL)(ROUND)( 84"SS) MATL)(OTHER)( 15"SS) MATL)(OTHER)( 18"SS) MATL)(OTHER)( 24"SS) MATL)(OTHER)( 30"SS) MATL)(OTHER)( 36"SS) MATL)(OTHER)( 42"SS) MATL)(OTHER)( 48"SS) MATL)(OTHER)( 54"SS) MATL)(OTHER)( 60"SS) MATL)(OTHER)( 66"SS) MATL)(OTHER)( 72"SS) MATL)(OTHER)( 78"SS) MATL)(OTHER)( 84"SS) MATL)(ROUND)( 15"CD) MATL)(ROUND)( 18"CD) MATL)(ROUND)( 24"CD) MAT)(ROUND)( 30"CD) MATL)(ROUND)( 36"CD) MATL)(ROUND)( 42"CD) MATL)(ROUND)( 48"CD) MATL)(ROUND)( 54"CD) MATL)(ROUND)( 60"CD) MATL)(ROUND)( 66"CD) MATL)(ROUND)( 72"CD) MATL)(ROUND)( 84"CD) 24 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0430172149 0430172152 0430172153 0430172154 0430172157 0430172223 0430172225 0430172229 0430172233 0430172238 0430172240 0430172241 0430172242 0430172243 0430172244 0430172245 0430173121 0430173123 0430173125 0430173129 0430173133 0430173141 0430174121 0430174123 0430174125 0430174129 0430174133 0430174138 0430174140 0430174141 0430174221 0430174223 0430174225 0430174229 0430174233 No. of Conts Weighted Average Total Amount Total Quantity 5 8 4 3 2 2 1 $52.43 $136.15 $144.99 $123.10 $212.86 $279.67 $400.00 $33,294.05 $112,320.25 $79,890.96 $63,150.00 $71,947.20 $1,158,960.00 $1,078,400.00 635.000 825.000 551.000 513.000 338.000 4,144.000 2,696.000 1 $450.00 $9,000.00 20.000 11 2 $51.14 $72.51 $456,229.50 $6,236.00 8,921.000 86.000 1 4 43 25 9 4 1 2 $43.00 $85.94 $61.73 $67.09 $106.71 $105.38 $129.00 $153.03 $1,763.00 $21,656.00 $905,316.23 $350,722.49 $139,678.53 $92,842.60 $21,027.00 $53,715.00 41.000 252.000 14,665.000 5,228.000 1,309.000 881.000 163.000 351.000 2 12 8 3 $85.52 $63.41 $74.90 $283.05 $7,354.96 $116,301.84 $170,612.36 $30,286.14 86.000 1,834.000 2,278.000 107.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT MATL)(ROUND)( 96"CD) MATL)(ROUND)(120"CD) MATL)(ROUND)(132"CD) MATL)(ROUND)(144"CD) MATL)(ROUND)(180"CD) MATL)(OTHER)( 15"CD) MATL)(OTHER)( 18"CD) MATL)(OTHER)( 24"CD) MATL)(OTHER)( 30"CD) MATL)(OTHER)( 36"CD) MATL)(OTHER) ( 42"CD) MATL)(OTHER)( 48"CD) MATL)(OTHER)( 54"CD) MATL)(OTHER)( 60"CD) MATL)(OTHER)( 66"CD) MATL)(OTHER)( 72"CD) MATL)(ROUND)( 12"GD) MATL)(ROUND)( 15"GD) MATL)(ROUND)( 18"GD) MATL)(ROUND)( 24"GD) MATL)(ROUND)( 30"GD) MATL)(ROUND)( 48"GD) MATL)(ROUND)( 12"SD) MATL)(ROUND)( 15"SD) MATL)(ROUND)( 18"SD) MATL)(ROUND)( 24"SD) MATL)(ROUND)( 30"SD) MATL)(ROUND)( 36"SD) MATL)(ROUND)( 42"SD) MATL)(ROUND)( 48"SD) MATL)(OTHER)( 12"SD) MATL)(OTHER)( 15"SD) MATL)(OTHER)( 18"SD) MATL)(OTHER)( 24"SD) MATL)(OTHER)( 30"SD) 25 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0430174238 0430174240 0430174241 0430174242 0430174243 0430174245 0430174247 0430190123 0430190125 0430190129 0430190133 0430190223 0430190225 0430190229 0430190302 0430190305 0430190401 0430190404 0430200 21 0430200 23 0430200 25 0430200 29 0430200 33 0430200 38 0430200 40 0430200 41 0430200 42 0430200 43 0430200 44 0430200 45 0430602123 0430602125 0430602129 0430602133 0430610 23 No. of Conts Weighted Average Total Amount Total Quantity 1 $160.00 $6,560.00 41.000 1 $750.00 $750.00 1.000 1 $1,400.00 $1,400.00 1.000 1 $3,000.00 $3,000.00 1.000 1 1 $6,900.00 $6,500.00 $6,900.00 $6,500.00 1.000 1.000 1 $2,000.00 $2,000.00 1.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE CULV(OPT MATL)(OTHER)( 36"SD) PIPE CULV(OPT MATL)(OTHER)( 42"SD) PIPE CULV(OPT MATL)(OTHER)( 48"SD) PIPE CULV(OPT MATL)(OTHER)( 54"SD) PIPE CULV(OPT MATL)(ELIP/ARCH)( 60"SD) PIPE CULV(OPT MATL)(OTHER)( 72"SD) PIPE CULV(OPT MATL)(OTHER)( 84"SD) PIPE RELAY EXISTING (CONC ROUND) (15") PIPE RELAY EXISTING (CONC ROUND) (18") PIPE RELAY EXISTING (CONC ROUND) (24") PIPE RELAY EXISTING (CONC ROUND) (30") PIPE RELAY EXISTING (METAL ROUND) (15") PIPE RELAY EXISTING (METAL ROUND) (18") PIPE RELAY EXISTING (METAL ROUND) (24") PI RELAY EXIST (CONC ELLIP)( 14" X 23") PI RELAY EXIST (CONC ELLIP)( 29" X 45") PI RELAY EXIST (METAL ARCH) ( 17" X 13") PI RELAY EXIST (METAL ARCH) ( 28" X 20") FLARED END SECTION (CONCRETE) (12") FLARED END SECTION (CONCRETE) (15") FLARED END SECTION (CONCRETE) (18") FLARED END SECTION (CONCRETE) (24") FLARED END SECTION (CONCRETE) (30") FLARED END SECTION (CONCRETE) (36") FLARED END SECTION (CONCRETE) (42") FLARED END SECTION (CONCRETE) (48") FLARED END SECTION (CONCRETE) (54") FLARED END SECTION (CONCRETE) (60") FLARED END SECTION (CONCRETE) (66") FLARED END SECTION (CONCRETE) (72") U-ENDWALL(STD 260)W \GRATE(1:4 SLOPE)15" U-ENDWALL(STD 260)W \GRATE(1:4 SLOPE)18" U-ENDWALL(STD 260)W \GRATE(1:4 SLOPE)24" U-ENDWALL(STD 260)W \GRATE(1:4 SLOPE)30" U-ENDWALL WITH GRATE (15") 26 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0430610 25 0430610 29 0430610 33 0430610025 0430610029 0430610125 0430610129 0430610133 0430610225 0430610325 0430611025 0430611029 0430611123 0430611125 0430611129 0430611133 0430611223 0430611225 0430611229 0430611233 0430611323 0430611325 0430611329 0430611333 0430612025 0430612029 0430612125 0430612333 0430613023 0430613025 0430613123 0430613125 0430613129 0430613225 0430613229 No. of Conts Weighted Average Total Amount Total Quantity 1 $1,500.00 $45,000.00 30.000 1 $1,300.00 $3,900.00 3.000 1 $2,400.00 $2,400.00 1.000 4 $2,283.33 $13,700.00 6.000 1 6 1 3 1 3 $1,500.00 $1,954.55 $2,500.00 $3,350.00 $1,500.00 $2,125.00 $4,500.00 $86,000.00 $5,000.00 $13,400.00 $1,500.00 $25,500.00 3.000 44.000 2.000 4.000 1.000 12.000 1 $3,600.00 $7,200.00 2.000 5 3 $2,022.22 $2,740.83 $91,000.00 $8,222.50 45.000 3.000 1 $3,900.00 $3,900.00 1.000 1 $3,600.00 $3,600.00 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y U-ENDWALL WITH GRATE (18") U-ENDWALL WITH GRATE (24") U-ENDWALL WITH GRATE (30") U-ENDWALL(STD 261)(1:6 SLOPE)(18") U-ENDWALL(STD 261)(1:6 SLOPE)(24") U-ENDWALL(STD 261)(1:4 SLOPE)(18") U-ENDWALL(STD 261)(1:4 SLOPE)(24") U-ENDWALL(STD 261)(1:4 SLOPE)(30") U-ENDWALL(STD 261)(1:3 SLOPE)(18") U-ENDWALL(STD 261)(1:2 SLOPE)(18") U-ENDWALL /BAFFLES(STD 261)1:6 SLP(18") U-ENDWALL /BAFFLES(STD 261)1:6 SLP(24") U-ENDWALL /BAFFLES(STD 261)1:4 SLP(15") U-ENDWALL /BAFFLES(STD 261)1:4 SLP(18") U-ENDWALL /BAFFLES(STD 261)1:4 SLP(24") U-ENDWALL /BAFFLES(STD 261)1:4 SLP(30") U-ENDWALL /BAFFLES(STD 261)1:3 SLP(15") U-ENDWALL /BAFFLES(STD 261)1:3 SLP(18") U-ENDWALL /BAFFLES(STD 261)1:3 SLP(24") U-ENDWALL /BAFFLES(STD 261)1:3 SLP(30") U-ENDWALL /BAFFLES(STD 261)1:2 SLP(15") U-ENDWALL /BAFFLES(STD 261)1:2 SLP(18") U-ENDWALL /BAFFLES(STD 261)1:2 SLP(24") U-ENDWALL, BAFFLES,STD 261,1:2 SLP,30" U-ENDWALL W \GRATE(STD 261)(1:6 SLP)18" U-ENDWALLW \GRATE(STD 261)(1:6 SLP)24" U-ENDWALLW \GRATE(STD 261)(1:4 SLP)18" U-ENDWALLW \GRATE(STD 261)(1:2 SLP)30" U-ENDWALLW \B&G(STD 261)(1:6 SLP)15" U-ENDWALLW \B&G(STD 261)(1:6 SLP)18" U-ENDWALLW \B&G(STD 261)(1:4 SLP)15" U-ENDWALLW \B&G(STD 261)(1:4 SLP)18" U-ENDWALLW \B&G(STD 261)(1:4 SLP)24" U-ENDWALL /BAF GR(STD 261)1:3 SLP(18") U-ENDWALLW \B&G(STD 261)(1:3 SLP)24" 27 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0430620 02 0430620 29 0430620 33 0430620 38 0430620 40 0430620 41 0430620 42 0430620 45 0430620 47 0430710 21 0430710 25 0430710 29 0430710 33 0430710 38 0430710 40 0430710 41 0430710 43 0430721421 0430721425 0430721429 0430721433 0430721438 0430721441 0430721442 0430821 23 0430821 25 0430821 27 0430821 29 0430821 31 0430821 33 0430821 38 0430821 40 0430821 41 0430821 42 0430821 43 No. of Conts Weighted Average Total Amount Total Quantity 1 $5,720.00 $5,720.00 1.000 1 $11,400.00 $22,800.00 2.000 1 1 $95.00 $135.00 $62,700.00 $93,150.00 660.000 690.000 1 1 $125.00 $500.00 $13,500.00 $123,500.00 108.000 247.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CMP FLASHBOARD RISER (21" X 15") CMP FLASHBOARD RISER (24") CMP FLASHBOARD RISER (30") CMP FLASHBOARD RISER (36") CMP FLASHBOARD RISER (42") CMP FLASHBOARD RISER (48") CMP FLASHBOARD RISER (54") CMP FLASHBOARD RISER (72") CMP FLASHBOARD RISER (84") PIPE STEEL CULV (12") PIPE STEEL CULV (18") PIPE STEEL CULV (24") PIPE STEEL CULV (30") PIPE STEEL (36") PIPE STEEL (42") PIPE STEEL (48") PIPE STEEL (60") PI SLOT OR PERF CULV(OPTIONAL)(12" PI SLOT OR PERF CULV(OPTIONAL)(18" PI SLOT OR PERF CULV(OPTIONAL)(24" PI SLOT OR PERF CULV(OPTIONAL)(30" PI SLOT OR PERF CULV(OPTIONAL)(36" PI SLOT OR PERF CULV(OPTIONAL)(48" PI SLOT OR PERF CULV(OPTIONAL)(54" PIPE CLEANING & SEALING JOINT (15" PIPE CLEANING & SEALING JOINT (18" PIPE CLEANING & SEALING JOINT (21" PIPE CLEANING & SEALING JOINT (24" PIPE CLEANING & SEALING JOINT (27" PIPE CLEANING & SEALING JOINT (30" PIPE CLEANING & SEALING JOINT (36" PIPE CLEANING & SEALING JOINT (42" PIPE CLEANING & SEALING JOINT (48" PIPE CLEANING & SEALING JOINT (54" PIPE CLEANING & SEALING JOINT (60" SS) SS) SS) SS) SS) SS) SS) SS) SS) SS) SS) SS) SS) SS) SS) SS) SS) SS) 28 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0430821 0430821 0430821 0430821 0430822 0430822 0430822 0430822 0430822 0430830 0430860 0430860 0430880 0430880 0430880 0430880 0430880 0430880 0430880 0430880 0430880 0430890 0430890 0430890 0430890 0430890 0430890 0430890 0430890 0430941 0430941 0430941 0430941 0430941 0430941 44 45 47 49 29 33 38 40 41 2 3 21 23 25 29 33 38 40 41 42 25 29 38 41 42 43 45 47 02 04 11 21 23 25 Weighted Average Total Amount Total Quantity 1 1 $669.60 $896.40 $23,436.00 $23,306.40 35.000 26.000 10 $211.31 $158,479.10 750.000 2 19 19 $3.00 $3.85 $4.24 $1,131.00 $36,372.22 $65,694.68 377.000 9,450.900 15,484.700 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA CY LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE CLEANING & SEALING JOINT (66" SS) PIPE CLEANING & SEALING JOINT (72" SS) PIPE CLEANING & SEALING JOINT (84" SS) PIPE CLEANING & SEALING JOINT (96" SS) PIPE CLEANING & SEALING JOINT (24" CD) PIPE CLEANING & SEALING JOINT (30" CD) PIPE CLEANING & SEALING JOINT (36" CD) PIPE CLEANING & SEALING JOINT (42" CD) PIPE CLEANING & SEALING JOINT (48" CD) PIPE FILLING AND PLUGGING STORE SEWER TRENCH (2' WIDE) STORM SEWER TRENCH (3' WIDE) FLAP GATES (12") FLAP GATES (15") FLAP GATES (18") FLAP GATES (24") FLAP GATES (30") FLAP GATES (36") FLAP GATES (42") FLAP GATES (48") FLAP GATES (54") SLIDE GATE (18") SLIDE GATE (24") SLIDE GATE (36") SLIDE GATE (48") SLIDE GATE (54") SLIDE GATE (60") SLIDE GATE (72") SLIDE GATE (84") PIPE ELLIP DESILTING (14" X 23" SS) PIPE ELLIP DESILTING (24" X 38" SS) PIPE ELLIP DESILTING (43" X 68" SS) PIPE DESILTING (12" SS) PIPE DESILTING ( 15" SS) PIPE DESILTING ( 18" SS) 29 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0430941 0430941 0430941 0430941 0430941 0430941 0430941 0430941 0430941 0430941 0430941 0430941 0430941 0430941 0430942 0430942 0430942 0430942 0430942 0430942 0430942 0430942 0430942 0430942 0430942 0430942 0430942 0430942 0430942 0430942 0430942 0430942 0430943 0430943 0430944 27 29 31 33 38 40 41 42 43 44 45 46 47 49 02 21 23 25 27 29 33 38 40 41 42 43 44 45 47 49 52 54 23 25 01 No. of Conts Weighted Average Total Amount Total Quantity 2 14 $13.22 $5.26 $7,508.00 $53,640.02 568.000 10,207.400 11 12 2 6 3 $7.51 $9.64 $11.15 $15.60 $16.71 $41,668.59 $50,954.02 $7,775.00 $89,744.00 $24,131.82 5,545.000 5,284.800 697.000 5,753.000 1,444.000 6 15 $3.78 $4.44 $9,996.85 $26,734.47 2,643.000 6,015.000 10 8 5 5 2 $5.58 $6.76 $10.48 $12.06 $13.73 $25,612.00 $28,731.85 $11,203.18 $17,435.64 $6,109.15 4,593.800 4,252.800 1,068.800 1,446.000 445.000 1 $20.00 $5,320.00 266.000 1 $3.00 $1,554.00 518.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE DESILTING ( 21" SS) DESILTING ( 24" SS) DESILTING (27" SS) DESILTING ( 30" SS) DESILTING ( 36" SS) DESILTING ( 42" SS) DESILTING ( 48" SS) DESILTING ( 54" SS) DESILTING ( 60" SS) DESILTING ( 66" SS) DESILTING ( 72" SS) DESILTING ( 78" SS) DESILTING ( 84" SS) DESILTING ( 96" SS) ELLIP DESILTING (14" X 23" CD) DESILTING ( 12" CD) DESILTING ( 15" CD) DESILTING ( 18" CD) DESILTING ( 21" CD) DESILTING ( 24" CD) DESILTING ( 30" CD) DESILTING ( 36" CD) DESILTING ( 42" CD) DESILTING ( 48" CD) DESILTING ( 54" CD) DESILTING ( 60" CD) DESILTING ( 66" CD) DESILTING ( 72" CD) DESILTING ( 84" CD) DESILTING ( 96" CD) DESILTING ( 120" CD) DESILTING ( 144" CD) DESILTING ( 15" GD) DESILTING ( 18" GD) ELLIP DESILTING (12" X 18" SD) 30 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0430944 02 0430944 03 0430944 04 0430944 05 0430944 12 0430944 20 0430944 21 0430944 23 0430944 25 0430944 27 0430944 29 0430944 33 0430944 38 0430944 40 0430944 41 0430944 42 0430944 43 0430944 45 0430944 47 0430944 61 0430944 62 0430944 63 0430944 64 0430944 65 0430944 66 0430944 72 0430950 0430961106 0430961109 0430961113 0430961116 0430961209 0430961211 0430961213 0430961216 No. of Conts Weighted Average Total Amount Total Quantity 4 11 $8.14 $6.45 $8,084.16 $35,316.92 993.000 5,472.000 8 3 3 1 $5.54 $7.19 $8.73 $15.00 $21,660.80 $4,657.00 $4,310.69 $10,200.00 3,907.000 648.000 494.000 680.000 1 $20.00 $14,140.00 707.000 12 $110.06 $279,065.65 2,535.600 3 1 3 3 $21.61 $14.95 $14.64 $24.00 $6,785.44 $13,739.05 $61,309.35 $25,898.68 314.000 919.000 4,188.000 1,079.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF CY LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE CONC PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE ELLIP DESILTING (14" X 23" SD) ELLIP DESILTING (19" X 30" SD) DESILTING (24" X 38" SD) ELLIP DESILTING (29" X 45" SD) ELLIP DESILTING (48" X 76" SD) DESILTING (10" SD) DESILTING (12" SD) DESILTING (15" SD) DESILTING (18" SD) DESILTING (21" SD) DESILTING (24" SD) DESILTING (30" SD) DESILTING (36" SD) DESILTING (42" SD) DESILTING (48" SD) DESILTING (54" SD) DESILTING (60" SD) DESILTING (72" SD) DESILTING (84" SD) ARCH DESILTING (17" X 13" SD) ARCH DESILTING (21" X 15" SD) DESILTING (24" X 18" SD) ARCH DESILTING (28" X 20" SD) ARCH DESILTING (35" X 24" SD) ARCH DESILTING (42" X 29" SD) ARCH DESILTING (83" X 57" SD) BOX CULVERT DESILTING PVC (SCHEDULE 40)(ENCASED) (1") PVC (SCHEDULE 40)(ENCASED) (2") PVC (SCHEDULE 40)(ENCASED) (4") PVC (SCHEDULE 40)(ENCASED) (6") PVC (SCHEDULE 40)(NOT ENCASED) (2") PVC (SCHEDULE 40)(NOT ENCASED) (3") PVC (SCHEDULE 40)(NOT ENCASED) (4") PVC (SCHEDULE 40)(NOT ENCASED) (6") 31 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0430961218 0430961220 0430961221 0430961223 0430961225 0430961229 0430962121 0430962209 0430962211 0430962213 0430962216 0430962218 0430962220 0430962221 0430962223 0430962225 0430970 0430982112 0430982118 0430982123 0430982125 0430982129 0430982133 0430982138 0430982140 0430982141 0430982142 0430982143 0430982144 0430982145 0430982621 0430982623 0430982625 0430982629 0430982633 No. of Conts Weighted Average Total Amount Total Quantity 1 $27.00 $42,525.00 1,575.000 1 2 3 2 $22.00 $28.22 $41.69 $77.93 $814.00 $8,608.00 $14,507.00 $2,415.70 37.000 305.000 348.000 31.000 5 37 26 23 18 8 7 3 5 $889.17 $1,111.85 $1,241.50 $1,959.51 $2,336.64 $2,897.31 $2,809.09 $4,527.83 $5,316.67 $21,340.00 $351,345.18 $148,980.00 $119,530.00 $102,812.30 $37,665.00 $30,900.00 $27,167.00 $31,900.00 24.000 316.000 120.000 61.000 44.000 13.000 11.000 6.000 6.000 1 $2,700.00 $2,700.00 1.000 6 4 3 $878.00 $1,276.67 $2,150.00 $11,414.00 $7,660.00 $17,200.00 13.000 6.000 8.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE PVC (SCHEDULE 40)(NOT ENCASED) (8") PIPE PVC (SCH 40)(NOT ENCASED) (10") PIPE PVC (SCH 40)(NOT ENCASED) (12") PIPE PVC (SCH 40)(NOT ENCASED) (15") PIPE PVC (SCH 40)(NOT ENCASED) (18") PIPE PVC (SCH 40)(NOT ENCASED) (24") PIPE PVC (SCHEDULE 80)(ENCASED) (12") PIPE PVC(SCH 80)(NOT ENCASED)(2") PIPE PVC(SCH 80)(NOT ENCASED)(3") PIPE PVC (SCHEDULE 80)(NOT ENCASED) (4") PIPE PVC (SCHEDULE 80)(NOT ENCASED) (6") PIPE PVC (SCHEDULE 80)(NOT ENCASED) (8") PIPE PVC (SCH 80)(NOT ENCASED) (10") PIPE PVC (SCH 80)(NOT ENCASED) (12") PIPE PVC (SCH 80)(NOT ENCASED) (15") PIPE PVC (SCH 80)(18") PROTECTIVE PIPE BEDDING MITERED END SECT (OPTIONAL RD) ( 12" CD) MITERED END SECT (OPTIONAL RD) ( 8" CD) MITERED END SECT (OPTIONAL RD) (15" CD) MITERED END SECT (OPTIONAL RD) (18" CD) MITERED END SECT (OPTIONAL RD) (24" CD) MITERED END SECT (OPTIONAL RD) (30" CD) MITERED END SECT (OPTIONAL RD) (36" CD) MITERED END SECT (OPTIONAL RD) (42" CD) MITERED END SECT (OPTIONAL RD) (48" CD) MITERED END SECT (OPTIONAL RD) (54" CD) MITERED END SECT (OPTIONAL RD) (60" CD) MITERED END SECT (OPTIONAL RD) (66" CD) MITERED END SECT (OPTIONAL RD) (72" CD) MITER END SECT(OPT/ELL/ARCH)(12" CD) MITER END SECT(OPT/ELL/ARCH)(15" CD) MITER END SECT(OPT/ELL/ARCH)(18" CD) MITER END SECT(OPT/ELL/ARCH)(24" CD) MITER END SECT(OPT/ELL/ARCH)(30" CD) 32 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0430982638 0430982640 0430982641 0430982642 0430982643 0430982644 0430982647 0430984118 0430984120 0430984121 0430984123 0430984125 0430984127 0430984129 0430984133 0430984138 0430984140 0430984141 0430984142 0430984143 0430984621 0430984623 0430984625 0430984629 0430984633 0430984638 0430984640 0430984641 0430984642 0430984643 0430984644 0430984645 0431 1 20 0431 1 21 0431 1 22 No. of Conts Weighted Average Total Amount Total Quantity 3 $2,639.87 $13,199.36 5.000 1 $8,500.00 $17,000.00 2.000 12 52 $930.12 $946.89 $43,715.65 $1,312,383.76 47.000 1,386.000 35 14 13 3 2 $1,098.78 $2,057.10 $2,855.52 $5,000.00 $5,200.00 $512,029.65 $104,912.00 $159,908.92 $120,000.00 $31,200.00 466.000 51.000 56.000 24.000 6.000 3 11 13 3 2 $933.64 $941.31 $1,586.99 $2,523.04 $2,800.00 $10,270.00 $55,537.40 $112,676.49 $17,661.25 $22,400.00 11.000 59.000 71.000 7.000 8.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MITER END SECT(OPT/ELL/ARCH)(36" CD) MITER END SECT(OPT/ELL/ARCH)(42" CD) MITER END SECT(OPT/ELL/ARCH)(48" CD) MITER END SECT(OPT/ELL/ARCH)(54" CD) MITER END SECT(OPT/ELL/ARCH)(60" CD) MITER END SECT(OPT/ELL/ARCH)(66" CD) MITER END SECT(OPT/ELL/ARCH)(84" CD) MITERED END SECT (OPTIONAL RD) ( 8" SD) MITERED END SECT (OPTIONAL RD) (10" SD) MITERED END SECT (OPTIONAL RD) (12" SD) MITERED END SECT (OPTIONAL RD) (15" SD) MITERED END SECT (OPTIONAL RD) (18" SD) MITERED END SECT (OPTIONAL RD) (21" SD) MITERED END SECT (OPTIONAL RD) (24" SD) MITERED END SECT (OPTIONAL RD) (30" SD) MITERED END SECT (OPTIONAL RD) (36" SD) MITERED END SECT (OPTIONAL RD) (42" SD) MITERED END SECT (OPTIONAL RD) (48" SD) MITERED END SECT (OPTIONAL RD) (54" SD) MITERED END SECT (OPTIONAL RD)(60" SD) MITER END SECT(OPT/ELLIP/ARCH)(12" SD) MITER END SECT(OPT/ELLIP/ARCH)(15" SD) MITER END SECT(OPT/ELLIP/ARCH)(18" SD) MITER END SECT(OPT/ELLIP/ARCH)(24" SD) MITER END SECT(OPT/ELLIP/ARCH)(30" SD) MITER END SECT(OPT/ELLIP/ARCH)(36" SD) MITER END SECT(OPT/ELLIP/ARCH)(42" SD) MITER END SECT(OPT/ELLIP/ARCH)(48" SD) MITER END SECT(OPT/ELLIP/ARCH)(54" SD) MITER END SECT(OPT/ELLIP/ARCH)(60" SD) MITER END SECT(OPT/ELLIP/ARCH)(66" SD) MITER END SECT(OPT/ELLIP/ARCH)(72" SD) PIPE LINER(OPTIONAL MATERIAL)( 8") PIPE LINER(OPTIONAL MATERIAL)( 12") PIPE LINER(OPTIONAL MATERIAL)( 15") 33 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0431 1 23 0431 1121 0431 1123 0431 1125 0431 1129 0431 1131 0431 1133 0431 1138 0431 1140 0431 1141 0431 1142 0431 1143 0431 1146 0431 1147 0432 1 0 0432 1 1 0432 1 2 0432 1 5 0432 1 7 0432 1 8 0432 1 9 0432 3 1 0432 3 2 0432 3 3 0432 3 4 0432 3 5 0432 3 6 0432 3 7 0432 3 8 0432 3 9 0432 3 10 0432 4 0433 1 0435 11649 0435 12252 No. of Conts Weighted Average Total Amount Total Quantity 1 1 3 $130.00 $140.00 $176.23 $47,320.00 $83,020.00 $209,540.00 364.000 593.000 1,189.000 1 2 $175.00 $238.12 $101,150.00 $31,670.00 578.000 133.000 1 $1,687.50 $1,687.50 1.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA LF EA LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE LINER(OPTIONAL MATERIAL)( 15") PIPE LINER(OPTIONAL MATERIAL)(12") PIPE LINER(OPTIONAL MATERIAL)(15") PIPE LINER(OPTIONAL MATERIAL)(18") PIPE LINER(OPTIONAL MATERIAL)(24") PIPE LINER(OPTIONAL MATERIAL)(27") PIPE LINER(OPTIONAL MATERIAL)(30") PIPE LINER(OPTIONAL MATERIAL)(36") PIPE LINER(OPTIONAL MATERIAL)(42") PIPE LINER(OPTIONAL MATERIAL)(48") PIPE LINER(OPTIONAL MATERIAL)(54") PIPE LINER(OPTIONAL MATERIAL)(60") PIPE LINER(OPTIONAL MATERIAL)(78") PIPE LINER(OPTIONAL MATERIAL)(84") CHEM GROUT REPAIR (PIPE) (60") CHEM GROUT REPAIR (PIPE) (15") CHEM GROUT REPAIR (PIPE) (18") CHEM GROUT REPAIR (PIPE) (30") CHEM GROUT REPAIR (PIPE) (42") CHEM GROUT REPAIR (PIPE) (48") CHEM GROUT REPAIR (PIPE) (54") CHEM GROUT REPAIR (PIPE)(NON-TEST) (15") CHEM GROUT REPAIR (PIPE)(NON-TEST) (18") CHEM GROUT REPAIR (PIPE)(NON-TEST) (21") CHEM GROUT REPAIR (PIPE)(NON-TEST) (24") CHEM GROUT REPAIR (PIPE)(NON-TEST) (30") CHEM GROUT REPAIR (PIPE)(NON-TEST) (36") CHEM GROUT REPAIR (PIPE)(NON-TEST) (42") CHEM GROUT REPAIR (PIPE)(NON-TEST) (48") CHEM GROUT REPAIR (PIPE)(NON-TEST) (54") CHEM GROUT REPAIR (PIPE)(NON-TEST) (66") STORM SEWER INSPECTION (VIDEO) CHEM GROUT REPAIR (MANHOLE/INLET) PIPE STRUCT PLATE STEEL CULVERT (90" SS) PIPE STRUCT PLATE ST CULVERT (120" CD) 34 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0435 22242 0435 22244 0435 22245 0435 22249 0435 22250 0435 22256 0435 22258 0435 22358 0435 22359 0435 22369 0435 22445 0435 22484 0435312657 0435413537 0435422439 0435522224 0436 1 1 0436 1 2 0440 1 10 0440 1 20 0440 1 30 0440 1 50 0440 1 60 0440 70 0440 73 1 0440 73 2 0440 73 3 0440 73 4 0440 73 5 0441 1 11 0441 70 1 0441 70 2 0441 70 3 0441 70 6 0441 71 1 No. of Conts Weighted Average Total Amount Total Quantity 1 $700.00 $84,000.00 120.000 1 $700.00 $77,000.00 110.000 1 4 1 3 $90.00 $82.04 $30.00 $22.50 $812,700.00 $1,821,014.00 $2,250.00 $122,891.80 9,030.000 22,198.000 75.000 5,463.000 2 $109.72 $463,110.00 4,221.000 2 3 1 1 $1,350.00 $54.30 $30.00 $20.00 $8,100.00 $13,682.38 $2,400.00 $4,480.00 6.000 252.000 80.000 224.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PI STRUCT PLT ST ARCH CLV (7'11" X 5'7") PI STRUCT PLT ST ARCH CLV (8'7" X 5'11") PI STRUCT PLT ST ARCH CLV (8'10" X 6'1") PI STRUCT PLT ST ARCH CLV (10'3" X 6'9") PI STRUCT PLT ST ARCH CLV (10'8" X 6'11" PI STRUCT PLT ST ARC CLV (12'6" X 7'11") PI STRUCT PLT ST ARC CLV (12'10" X 8'4") PI STRUCT PLT ST ARC CLV (12'10" X 8'4") PI STRUCT PLT ST ARCH CLV (13'5" X 8'5") PI STRUCT PLT ST ARCH CLV (15'10"X 9'10" PI STRUCT PLT ST ARCH CLV (8'10" X 6'1") PI STRUCT PLT ST ARC CLV(15'10" X 10'8") PI STRUCT PLT AL(S SEWER)(TYP IV)(144") ALUM STRUCT PLATE CULV(SS)15'7"x10'2" ALUM STRUCT PLATE CULV(CD)16'4"x10'6" PI STRUCT PLT AL(ARC CLV)(9'0"X2'11")CD TRENCH DRAIN (15" DIAMETER STANDARD) TRENCH DRAIN (SPECIAL) UNDERDRAIN, TYPE I UNDERDRAIN, TYPE II UNDERDRAIN, TYPE III UNDERDRAIN, TYPE V UNDERDRAIN, TYPE SPECIAL UNDERDRAIN INSPECTION BOX PIPE UNDERDRAIN OUTLET ( 4") PIPE UNDERDRAIN OUTLET ( 6") PIPE UNDERDRAIN OUTLET ( 8") PIPE UNDERDRAIN OUTLET (10") PIPE UNDERDRAIN OUTLET (12") EDGEDRAIN (DRAINCRETE) ( 4") EDGEDR CORRUGATED POLYETH TUBING ( 4") EDGEDR CORRUGATED POLYETH TUBING ( 6") EDGEDR CORRUGATED POLYETH TUBING ( 8") EDGEDR CORRUGATED POLYETH TUBING ( 5") EDGEDRAIN OUTLET PIPE ( 4") 35 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0441 0441 0442 0443 0443 0443 0443 0443 0443 0443 0443 0443 0443 0444 0444 0446 0446 0448 0448 0448 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 71 3 71 6 70 70 1 70 2 70 3 70 4 70 5 70 6 70 7 70 8 71 71 1 70 11 71 11 1 1 71 1 72 4 73 75124 1 1 1 2 1 3 1 4 1 5 1 7 1 72 1118 1124 1130 1201 1202 1203 1250 1278 Weighted Average Total Amount Total Quantity 1 $.50 $64,806.50 129,613.000 5 6 1 $125.24 $181.35 $280.00 $139,892.40 $754,799.00 $119,280.00 1,117.000 4,162.000 426.000 1 $265.00 $70,225.00 265.000 1 2 2 3 5 $70.00 $169.75 $382.22 $16.78 $18.02 $16,660.00 $291,964.00 $986,130.00 $549,186.00 $42,900.00 238.000 1,720.000 2,580.000 32,724.000 2,381.000 8 5 8 4 5 1 1 $116.67 $118.64 $178.89 $200.45 $233.06 $1,100.00 $280.00 $892,166.00 $1,591,726.00 $3,236,017.00 $1,848,739.00 $3,142,554.00 $136,400.00 $2,324,560.00 7,647.000 13,416.000 18,089.000 9,223.000 13,484.000 124.000 8,302.000 2 2 $145.17 $143.29 $140,382.00 $450,365.00 967.000 3,143.000 3 $371.68 $4,563,100.00 12,277.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF CY CY LF LF LF LF LF LS LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y EDGEDRAIN OUTLET PIPE ( 8") EDGEDRAIN OUTLET PIPE ( 5") VERTICAL DRAINAGE WICKS FRENCH DRAINS (12") FRENCH DRAINS (15") FRENCH DRAINS (18") FRENCH DRAINS (24") FRENCH DRAINS (30") FRENCH DRAINS (36") FRENCH DRAINS (42") FRENCH DRAINS (48") BALLAST ROCK BALLAST ROCK (FRENCH DRAIN AGGREGATE) WELL OPEN HOLE (DEEP) (24") WELL CASING (DEEP) (24") EDGEDRAIN DRAINCRETE (STANDARD) EDGEDRAIN OUTLET PIPE (4") PIPE CONCRETE (10") PUMPING STATION PIPE CONC REINF(LOW HEAD PRES/B-50)(24") PREST BEAMS (TYPE II) PREST BEAMS (TYPE III) PREST BEAMS (TYPE IV) PREST BEAMS (TYPE V) PREST BEAMS (TYPE VI) PREST BEAMS (SPECIAL) PREST BEAMS (FLA BULB T) (72") PREST BEAMS (FLA DOUBLE T) (FDT18) PREST BEAMS (FLA DOUBLE T) (FDT24) PREST BEAMS (FLA DOUBLE T) (FDT30) PREST BEAMS (TYPE II) (MODIFIED) PREST BEAMS (TYPE III) (MODIFIED) PREST BEAMS (TYPE IV) (MODIFIED) PREST BEAMS (INVERTED TEE)(20") PREST BEAMS (BULB TEE)(78")(MODIFIED) 36 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0450 0451 0451 0451 0452 0455 0455 0455 0455 0455 0455 0455 0455 0455 1378 3 14 3 15 3 21 3 22 3 24 3 44 3 55 4 1 4 2 4 3 4 4 82 83 1 83 2 88 15 88 16 88 18 88 19 88 20 88 21 88 24 70 70 1 70 2 70 2 2 1 14 2 14 3 14 4 14 5 14 8 18 34 2 Weighted Average Total Amount Total Quantity 1 $251.40 $242,349.60 964.000 1 $368.33 $30,939.72 84.000 1 1 1 $650.00 $700.00 $800.00 $205,400.00 $1,654,800.00 $1,680,000.00 316.000 2,364.000 2,100.000 9 9 4 $1,498.02 $466.03 $231.34 $1,349,712.00 $53,127.00 $6,709.00 901.000 114.000 29.000 1 4 $100.00 $103.53 $145,000.00 $969,495.60 1,450.000 9,364.000 12 2 $22,598.17 $66.47 $632,748.87 $479,146.00 28.000 7,208.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA SF SF SF SF SF SF SF EA EA EA LS LF LF LF LF LF LF LF LS LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PREST BEAMS(BULB TEE,78",HAUNCHED,MOD) PRESTRESSED SLAB UNITS (48" X 18") PRESTRESSED SLAB UNITS (48" X 15") PRESTRESSED SLAB UNITS (60" X 12") PRESTRESSED SLAB UNITS (60" X 16") PRESTRESSED SLAB UNITS (60" X 18") PRESTRESSED SLAB UNITS (72" X 18") PRESTRESSED SLAB UNITS (36" X 15") PRESTRESSED BEAM (FL U-BEAM) (48") PRESTRESSED BEAM(FL U-BEAM)(54") PRESTRESSED BEAM(FL U-BEAM)(63") PRESTRESSED BEAM (FL U-BEAM) (72") BEAMS REPAIR BEAM REPAIR (STRAND SPLICE) BEAM REPAIR (BAR SPLICE) PREST SLAB UNITS TRANS POTTEN (15") PREST SLAB UNITS TRANS POTTEN (16") PREST SLAB UNITS TRANS POTTEN (18") PREST SLAB UNITS TRANS POTTEN (19") PREST SLAB UNITS TRANS POTTEN (20") PREST SLAB UNITS TRANS POTTEN (21") PREST SLAB UNITS TRANS POTTEN (24") PREST SOIL ANCHORS PREST SOIL ANCHOR (PERFORMANCE TEST) PREST SOIL ANCHOR (CREEP TEST) PRECAST SEGMENT PRODUCTION PILING TREATED TIMBER PILING TREATED TIMBER (DUAL TREATMENT) SHEET PILING CONC (8"X30") SHEET PILING CONC (10"X30") SHEET PILING CONC (12"X30") SHEET PILING CONC (SPECIAL) SHEET PILING CONC (6"X48") PROTECTION OF EXISTING STRUCTURES CONCRETE PILING PRESTRESSED (14" SQ.) 37 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 0455 34 3 34 4 34 5 34 6 34 8 35 3 35 4 35 5 35 6 35 8 35 9 35 20 35 21 35 22 35 23 36 1 36 2 39 39 1 39 2 39 3 40101 40102 40103 74 76 81101 81102 81104 87 88 1 88 2 88 3 88 4 88 5 No. of Conts Weighted Average Total Amount Total Quantity 23 $71.42 $6,782,741.75 94,964.000 13 2 $61.17 $140.73 $6,478,289.69 $6,971,960.00 105,900.000 49,543.000 3 1 2 2 1 1 $47.86 $60.00 $45.01 $63.65 $40.00 $40.00 $967,290.00 $590,400.00 $5,604,708.00 $89,490.00 $91,640.00 $26,400.00 20,211.000 9,840.000 124,510.000 1,406.000 2,291.000 660.000 1 $2,000.00 $178,000.00 89.000 1 $1,000.00 $7,000.00 7.000 2 4 $497.40 $872.73 $44,269.00 $212,947.00 89.000 244.000 2 $45.23 $7,869.38 174.000 3 $276.06 $1,427,766.00 5,172.000 3 $204.33 $222,102.00 1,087.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CONCRETE PILING PRESTRESSED (18" SQ.) CONCRETE PILING PRESTRESSED (20" SQ.) CONCRETE PILING PRESTRESSED (24" SQ.) CONCRETE PILING PRESTRESSED (30" SQ.) CONCRETE PILING PRESTRESSED (SPECIAL) STEEL PILING (HP 10 X 42) STEEL PILING (HP 12 X 53 ) STEEL PILING (HP 14 X 73 ) STEEL PILING (HP 14 X 89 ) STEEL PILING (HP 14 X 117 ) STEEL PILING (SPECIAL ) STEEL PILING (18" DIA. PIPE) STEEL PILING (20" DIA. PIPE) STEEL PILING (24" DIA. PIPE) STEEL PILING (30" DIA. PIPE) PILE FURN & DRIV(CONC CYL)(54" DIA) PILE FURN & DRIV(CONC CYL)(60" DIA) MINIPILE FOUNDATION SYSTEM (F&I)(UNSPEC) MINIPILE FOUNDATION SYSTEM (F&I)(10") MINIPILE FOUNDATION SYSTEM (F&I)(12") MINIPILE FOUNDATION SYSTEM (F&I)(14") MINIPILE PROOF LOAD TEST (COMP)(0-50TN) MINIPILE PROOF LOAD TEST(COMP)(51-100TN) MINIPILE PROOF LOAD TST(COMP)(101-600TN) DRILLING PILE VENT HOLES PILE WRAP(CLUSTERS) CATHODIC PROT(F&I)(PILE)(ZINC ANODE ASM) CATHODIC PROT(F&I)(PIER)(ZINC ANODE ASM) CATHODIC PROT(F&I)(PILE)(TITANIUM ANODE) ANCHOR BAR STEEL DRILLED SHAFT (24" DIA) DRILLED SHAFT (30" DIA) DRILLED SHAFT (36" DIA) DRILLED SHAFT (42" DIA) DRILLED SHAFT (48" DIA) 38 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0455 88 6 0455 88 7 0455 88 8 0455 88 9 0455 88 19 0455 88 20 0455 88 21 0455 98 5 0455101 1 0455103104 0455103130 0455107 1 0455107 2 0455107 3 0455107 4 0455107 5 0455107 6 0455107 7 0455107 8 0455107 9 0455107 18 0455107 19 0455107 20 0455107 21 0455111 0455112 1 0455112 3 0455112 4 0455119103 0455119104 0455119105 0455119201 0455119203 0455119301 0455119302 No. of Conts Weighted Average Total Amount Total Quantity 2 $499.05 $3,948,520.00 7,912.000 1 $320.00 $1,928,960.00 6,028.000 4 $19.88 $108,323.00 5,450.000 1 1 $10,000.00 $10,000.00 $30,000.00 $10,000.00 3.000 1.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF EA EA EA LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y DRILLED SHAFT (60" DIA) DRILLED SHAFT (72" DIA) DRILLED SHAFT (54" DIA) DRILLED SHAFT (66" DIA) DRILLED SHAFT (90" DIA) DRILLED SHAFT (108" DIA) DRILLED SHAFT (96" DIA) DRILLING ROCK (48" DIA) TEST LOAD (OSTERBERG CELL)(< FIVE CELLS) TEST LOAD (STATNAMIC)(COMPRESSION)400TN TEST LOAD (STATNAMIC)(COMPRESSION)3000TN CASING (24" DIA) CASING (30" DIA) CASING (36" DIA) CASING (42" DIA) CASING (48" DIA) CASING (60" DIA) CASING (72" DIA) CASING (54" DIA) CASING (66" DIA) CASING (84" DIA) CASING (90" DIA) CASING (108" DIA) CASING (96" DIA) CORE (SHAFT EXCAVATION) PILE AUGER GROUTED (16" DIA) PILE AUGER GROUTED (24" DIA) PILE AUGER GROUTED (30" DIA) TEST LOADS (COMPRESSION)(101-600 TONS) TEST LOADS (COMPRESSION)(601-1200 TONS) TEST LOADS (COMPRESSION)(1201-1800 TONS) TEST LOADS (TENSION)( 0- 50 TONS) TEST LOADS (TENSION)(101-600 TONS) TEST LOADS (LATERAL)( 0- 50 TONS) TEST LOADS (LATERAL)( 51-100 TONS) 39 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0455119303 0455120 1 0455120 3 0455120 5 0455121 2 0455121 5 0455121 6 0455121 20 0455122 1 0455122 2 0455122 3 0455122 4 0455122 5 0455122 6 0455122 7 0455122 8 0455122 9 0455122 15 0455122 19 0455122 20 0455122 21 0455127 1 0455129 1 0455129 2 0455131 0455132 0455133 0455133 1 0455133 2 0455133 3 0455134 0455137 0455142 0455143 2 0455143 3 No. of Conts Weighted Average Total Amount Total Quantity 3 $22.39 $121,815.00 5,440.000 2 2 $170.14 $109.21 $172,012.00 $734,470.00 1,011.000 6,725.000 18 14 $6.68 $27.38 $5,635,276.39 $11,951,100.61 844,099.000 436,508.100 31 1 $1,807.70 $1,600.00 $703,194.30 $38,400.00 389.000 24.000 20 $190.04 $2,125,573.40 11,185.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA LF LF LF LF LF LF LF LF LF LF LF LF LF LS LS LS EA EA SF SF SF SF SF EA EA LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TEST LOADS (LATERAL)(101-600 TONS) POINT PROTECTION (HP 14X89) POINT PROTECTION (24") POINT PROTECTION (HP 14X73) CASING STEEL ( 30" DIA)(SPLICE) CASING STEEL ( 48" DIA)(SPLICE) CASING STEEL ( 60" DIA)(SPLICE) CASING STEEL (108" DIA)(SPLICE) EXCAVATION UNCLASSIFIED SHAFT (24" DIA) EXCAVATION UNCLASSIFIED SHAFT (30" DIA) EXCAVATION UNCLASSIFIED SHAFT (36" DIA) EXCAVATION UNCLASSIFIED SHAFT (42" DIA) EXCAVATION UNCLASSIFIED SHAFT (48" DIA) EXCAVATION UNCLASSIFIED SHAFT (60" DIA) EXCAVATION UNCLASSIFIED SHAFT (72" DIA) EXCAVATION UNCLASSIFIED SHAFT (54" DIA) EXCAVATION UNCLASSIFIED SHAFT (66" DIA) EXCAVATION UNCLASSIFIED SHAFT (84" DIA) EXCAVATION UNCLASSIFIED SHAFT (90" DIA) EXCAVATION UNCLASSIFIED SHAFT (108" DIA) EXCAVATION UNCLASSIFIED SHAFT (96" DIA) CATHODIC PROTECTION (IMPRESSED CURRENT) INSTRUM & DATA COLLECT (PILE FOUNDATION) INSTRUM & DATA COLLECT(DRILL SHAFT FND) PLATFORM WORKING SERVICE PLATFORM REMOTE OBSERVATION SHEET PILING STEEL SHEET PILING STEEL (TEMPORARY) SHEET PILING STEEL(TEMPORARY-CRITICAL) SHEET PILING STEEL(F&I)(PERMANENT) SHEET PILING ALUMINUM TEST LOAD(DYNAMIC) CROSSHOLE SONIC LOGGING TEST PILES (PREST CONCRETE) (14" SQ.) TEST PILES (PREST CONCRETE) (18" SQ.) 40 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0455143 5 0455143 6 0455144 3 0455144 4 0455144 5 0455144 6 0455144 8 0455144 9 0455144 20 0455144 21 0455144 22 0455144 23 0455145 2 0457 70204 0457 70205 0457 70206 0457 70208 0457 70209 0457 70211 0457 70301 0457 70302 0457 70304 0457 70305 0457 70306 0457 70309 0457 70311 0457 70402 0457 70404 0457 70405 0457 70406 0457 70408 0457 70409 0457 70411 0457 71 22 0458 1 25 No. of Conts Weighted Average Total Amount Total Quantity 13 1 $200.76 $250.00 $2,063,640.00 $748,750.00 10,279.000 2,995.000 2 $107.48 $276,120.00 2,569.000 2 1 1 1 $109.24 $200.00 $150.00 $150.00 $780,880.00 $25,600.00 $34,050.00 $18,750.00 7,148.000 128.000 227.000 125.000 1 1 $1,400.00 $740.00 $224,000.00 $1,917,340.00 160.000 2,591.000 1 $1,045.00 $47,025.00 45.000 1 $2,360.00 $15,340.00 6.500 1 1 $1,400.00 $1,065.00 $44,800.00 $218,325.00 32.000 205.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TEST PILES (PREST CONCRETE) (24" SQ.) TEST PILES (PREST CONCRETE) (30" SQ.) TEST PILES (STEEL)(HP 10 X 42) TEST PILES (STEEL)(HP 12 X 53) TEST PILES (STEEL)(HP 14 X 73) TEST PILES (STEEL)(HP 14 X 89) TEST PILES (STEEL)(HP 14 X 117) TEST PILES (STEEL)(SPECIAL) TEST PILES (STEEL)(18"DIA PIPE) TEST PILES (STEEL)(20"DIA PIPE) TEST PILES (STEEL)(24"DIA PIPE) TEST PILES (STEEL)(30"DIA PIPE) TEST PILES (CONC CYL)(60"DIA.) PILE JKT INTGR (PORT CEM GRTN FIL)(16") PILE JKT INTGR (PORT CEM GRTN FIL)(18") PILE JKT INTGR (PORT CEM GRTN FIL)(20") PILE JKT INTGR (PORT CEM GRTN FIL)(22") PILE JKT INTGR (PORT CEM GRTN FIL)(24") PILE JKT INTGR (PORT CEM GRTN FIL)(22" PILE JKT INTGR (CLASS III CONC FIL)(12") PILE JKT INTGR (CLASS III CONC FIL)(14") PILE JKT INTGR (CLASS III CONC FIL)(16") PILE JKT INTGR (CLASS III CONC FIL)(18") PILE JKT INTGR (CLASS III CONC FIL)(20") PILE JKT INTGR (CLASS III CONC FIL)(24") PILE JKT INTGR (CLASS III CONC FIL)(30") PILE JACKET INTEGRAL (OTHER) (14") PILE JACKET INTEGRAL (OTHER) (16") PILE JACKET INTEGRAL (OTHER) (18") PILE JACKET INTEGRAL (OTHER) (20") PILE JACKET INTEGRAL (OTHER) (22") PILE JACKET INTEGRAL (OTHER) (24") PILE JACKET INTEGRAL (OTHER) (30") CATH PROTECT-PILE,GALV,STRUCT,16.1-30" BRIDGE DECK EXPAN JNT, REHAB,COMPRESSION 41 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0458 1 26 0459 70 0459 71 0460 1 1 0460 1 2 0460 1 3 0460 1 4 0460 1 5 0460 1 6 0460 1 7 0460 1 11 0460 1 12 0460 1 13 0460 1 15 0460 1 18 0460 2 1 0460 2 2 0460 2 3 0460 2 4 0460 2 5 0460 2 6 0460 2 7 0460 2 12 0460 2 13 0460 2 15 0460 2 16 0460 2 18 0460 2 19 0460 2 20 0460 3101 0460 3103 0460 3104 0460 3105 0460 3106 0460 3107 No. of Conts Weighted Average Total Amount Total Quantity 13 $3.88 $36,735.75 9,466.000 2 $8.35 $1,281,056.40 153,420.000 1 $6.00 $50,880.00 8,480.000 1 $6.00 $103,314.00 17,219.000 3 $1.85 $175,408.35 94,640.000 7 4 $1.23 $1.61 $3,974,762.96 $41,405,152.89 3,239,257.000 25,747,755.000 1 3 2 1 $5.47 $5.62 $1.82 $2.77 $699,175.40 $31,804,743.83 $433,885.80 $499,090.29 127,820.000 5,661,471.000 238,795.000 180,177.000 1 3 $33.65 $1.34 $399,911.62 $605,420.63 11,885.000 451,217.000 2 1 3 4 1 $650,000.00 $300,000.00 $220,666.67 $85,454.55 $600,000.00 $1,950,000.00 $600,000.00 $5,296,000.00 $1,880,000.00 $600,000.00 3.000 2.000 24.000 22.000 1.000 Unit Meas Obs? Description LF SY SY LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LS LS EA AS LS EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y BRIDGE DECK EXPANSION JNT, REHAB,OTHER BITUMEN COATING ON CONCRETE PILES POLYETHYLENE SHEETING ON CONCRETE PILES STRUCT STEEL (CARBON) STRUCT STEEL (LOW ALLOY) STRUCT STEEL (SHOE ASSEMBLIES) STRUCT STEEL (EXP ASSEM) STRUCT STEEL (BASCULE LEAVES) STRUCT STEEL (BASCULE PIERS) STRUCT STEEL (APPROACH SPANS) STRUCT ST (SCREWS, BOLTS AND WASHER ASM) STRUCT STEEL (FLANKING SPANS) STRUCT ST (BOLTS, NUTS, WASHERS & PLT) STRUCT STEEL (MISCELLANEOUS) STRUCT STEEL (CARBON, TRUSS) STRUCT STEEL (CARBON) STRUCT STEEL (LOW ALLOY) STRUCT STEEL (SHOE ASSEM) STRUCT STEEL (EXP ASSEM) STRUCT STEEL (BASCULE LEAVES) STRUCT STEEL (BASCULE PIERS) STRUCT STEEL (APPROACH SPANS) STRUCT STEEL (FLANKING SPANS) STRUCT ST (BOLTS, NUTS, WASHERS & PLT) STRUCT STEEL (MISCELLANEOUS) STRUCT STEEL (MOVABLE SPANS) STRUCT STEEL (CARBON TRUSS) STRUCT STEEL (LOW ALLOY TRUSS) STRUCT STEEL (WEATHERING) MACH/CASTS (S REDU & GEAR TRAIN) MACH/CASTS(F&I) (MOVABLE BRIDGE) MACH/CASTS(F&I) (TRUNNION ASSEMBLY) MACHINERY & CASTINGS(F&I) (SPAN LOCKS) MACHINERY & CASTINGS(F&I) (COMPONENTS) MACH/CASTS(F&I) (MOTOR COUPLING) 42 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 3108 3109 3206 3210 3301 3306 3310 3401 3402 3405 3406 3408 3410 3411 3501 3504 3505 3508 3606 3704 3801 3802 3803 3804 3805 3806 3808 3811 5 5 1 6 7 1 7 2 7 3 7 4 No. of Conts Weighted Average Total Amount Total Quantity 4 $52,000.00 $260,000.00 5.000 1 $30,000.00 $30,000.00 1.000 2 1 1 $4,333.33 $20,000.00 $4,000.00 $26,000.00 $20,000.00 $4,000.00 6.000 1.000 1.000 1 1 $1,000.00 $1,000.00 $2,000.00 $1,000.00 2.000 1.000 1 $35,000.00 $140,000.00 4.000 1 $35,000.00 $140,000.00 4.000 5 2 $6.55 $453.05 $162,474.33 $297,200.00 24,805.000 656.000 4 $149.27 $195,390.00 1,309.000 Unit Meas Obs? Description LS LS LS EA LS LS EA LS LS AS LS LS EA EA LS EA AS LS LS EA LS LS LS EA AS LS LS EA LB LB LB LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MACH/CASTS(F&I) (LIVE LOAD SHOES) MACH/CASTS(F&I) (SPAN TRUNNION) MACH/CASTS(FURNISH) (COMPONENTS) MACH/CASTS(FURNISH) (FLAT TRACK) MACH/CAST(INSTALL)(S REDU & GEAR TRAIN) MACH/CASTS(INSTALL) (COMPONENTS) MACH/CASTS(INSTALL) (FLAT TRACK) MACH & CASTS(REM) (S REDU & GEAR TRAIN) MACH & CASTS(REM) (MECH CONTROL DEVICES) MACH & CASTS(REMOVE) (SPAN LOCKS) MACHINERY & CASTINGS(REM) (COMPONENTS) MACH/CASTS(REM) (LIVE LOAD SHOES) MACHINERY & CASTINGS(REM) (FLAT TRACK) MACH/CASTS(REM) (HOPKINS FRAME) MACH/CAST(ALIGN &/OR ADJ,SP RED&GR TRN) MACH/CAST(ALIGN AND/OR ADJ,TRUNNION ASM) MACH/CAST(ALIGN AND/OR ADJ) (SPAN LOCKS) MACH/CAST(ALIGN &/OR ADJ,LIVE LOD SHOE) MACH/CAST(SHOP MACH & FABRATE) (COMPNNT) MACH/CAST(FIELD MACHING)(TRUNNION ASM) MACH/CAST(RECOND) (S REDU & GEAR TRAIN) MACH/CAST(RECOND)(MECH CNTRL DEVICES) MACH/CAST(RECOND)(MOVABLE BRIDGE) MACH/CAST(RECOND)(TRUNNION ASSEM) MACH/CASTS(RECOND) (SPAN LOCKS) MACH/CASTS(RECOND) (COMPONENTS) MACH/CASTS(RECOND)(LIVE LOAD SHOES) MACH/CAST(RECOND)(HOPKINS FRAME) ENDWALL GRATE ENDWALL GRATE(PIPE GUARD) LADDERS & PLATFORMS EXPANSION JOINT SEAL (STL REINF ELAST) EXPANSION JOINT SEAL (COMPRESSION ELAST) EXPANSION JOINT SEAL (AL REINF ELAST) EXPANSION JOINT SEAL (STRIP ELAST) 43 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 0460 7 5 7 9 7 12 7 22 7 32 7 42 8001 8002 8003 8004 8005 8006 8101 8102 8103 8104 8105 8106 10 11 12 13 1 13 2 20 3 30 70 1 70 2 70 3 71 1 71 2 77 81 81 1 88 90 No. of Conts Weighted Average Total Amount Total Quantity 3 $337.31 $186,700.00 553.500 2 2 $40.00 $44.70 $80,480.00 $179,140.00 2,012.000 4,008.000 4 $12.71 $35,221.05 2,770.800 1 1 1 $170.00 $175.00 $180.00 $86,020.00 $18,900.00 $25,920.00 506.000 108.000 144.000 2 3 3 4 7 5 2 $62.85 $1,960.52 $47.46 $43.55 $63.41 $76.96 $155.43 $319,770.00 $452,880.00 $120,676.94 $130,273.00 $314,629.12 $152,611.16 $982,500.00 5,088.000 231.000 2,542.800 2,991.000 4,962.000 1,983.000 6,321.000 1 $1,145.00 $22,900.00 20.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA LS LS SY SY LF LF LF LF LF LF LF LS EA EA LS LB Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y EXPANSION JOINT SEAL (MODULAR) EXPANSION JOINT SEAL,POURED W/BACKER ROD EXPANSION JOINT SEAL(COMP EL) (<1" WIDE) EXP JNT SEAL(COMP EL) (1"TO 2 1/4"W) EXP JNT SEAL(COMP EL)(>2 1/4"TO 2 3/4"W) EXPANSION JNT SEAL(COMP EL) (>2 3/4"W) ELAST PREFORMED JNT SEAL, STR, 3/4" ELASTIC PRFD JOINT SEAL (NO NOSING) (1") ELASTIC PREFORMED JOINT SEAL (1 1/2") ELASTIC PREFORMED JOINT SEAL (2") ELAST PREFORMED JNT SEAL, STR,2 1/2" ELAST PREFORMED JNT SEAL, STR, 3" ELAST PRFD JNT SEAL(PLYMRC NOSE) (3/4") ELASTIC PRFD JNT SEAL(PLYMRC NOSE) (1") ELAST PRFD JNT SEAL(PLYMRC NOSE)(1 1/2") ELASTIC PRFD JNT SEAL(PLYMRC NOSE) (2") ELAST PRFD JNT SEAL(PLYMRC NOSE)(2 1/2") ELAST PRFD JNT SEAL, STR, 3" REHABILITATION PIN & HANGER DEBRIS DEFLECTORS & DECK DRAINS SAFETY LINES STR STEEL(REHAB)(SANDWI PLATE)(DECK&STR) STR STEEL(REHAB)(SANDWICH PLATE)(DECK) POLYMERIC NOSING REPAIR FINGER JOINT ALUMINUM RAILINGS (SINGLE RAIL) ALUMINUM RAILINGS (DOUBLE RAIL) ALUMINUM RAILINGS (TRIPLE RAIL) METAL TRAF RAILING BARR(THRIE BEAM RFIT) METAL TRAF RAILING BARR(ST POST & RAIL) RESISTANCE BARRIERS RIVETS / HIGH STRENGTH BOLTS (REPLACE) RIVIT REP / HIGH STRENGTH BOLTS (SPE) REMOVE, REPLACE & REPAIR BEARING ASSEM STRUCTURAL STEEL ERECTING 44 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0460 92 1 0460 92 6 0460 92 7 0460 92 8 0460 93 0460 95 0460 98 1 0460 98 2 0460101 0460101111 0460101114 0460101121 0460101122 0460101123 0460101124 0460101221 0460101321 0460101411 0460101421 0460104 0460106 0460108 1 0460108 2 0460112 0460119101 0460120101 0460120103 0460121 11 0460121 12 0460121 13 0460121 14 0460121 31 0460121 42 0460121 43 0460121 50 No. of Conts Weighted Average Total Amount Total Quantity 1 $4.00 $6,000.00 1,500.000 1 2 $300,000.00 $56,666.67 $1,200,000.00 $1,360,000.00 4.000 24.000 1 $21,000.00 $84,000.00 4.000 1 $75,000.00 $150,000.00 2.000 4 1 1 $4,133.45 $2,000.00 $250.00 $45,468.00 $8,000.00 $18,750.00 11.000 4.000 75.000 2 2 3 $1,720.00 $4,500.00 $1,200.00 $68,800.00 $36,000.00 $24,000.00 40.000 8.000 20.000 5 $33,000.00 $528,000.00 16.000 Unit Meas Obs? Description LF LF LF LF EA LB EA EA LS EA EA EA EA EA EA EA EA EA EA LS LS EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MODULAR EXP ASSEMBLY (14.8" MOVEMENT) MODULAR EXP ASSEMBLY (7.8" MOVEMENT) MODULAR EXP ASSEMBLY (9.0" MOVEMENT) MODULAR EXP ASSEMBLY (12.0" MOVEMENT) PLUMB EXISTING EXPANSION SHOE STRUCTURAL STEEL REPAIR PIPE HANGER (CARBON) PIPE HANGER (STAINLESS) HYDRAULIC SYSTEM BRIDGE HYDRAULICS (F&I)(TEMP SYSTEM) BRIDGE HYDRAULICS (F&I)(TEMP SPAN LOCKS) BRIDGE HYDRAULICS (F&I)(PERMANENT SYS) BRIDGE HYDRAULICS (F&I)(PERM CYLINDERS) BRIDGE HYDRAULICS (F&I)(PERM MOTORS) BRIDGE HYDRAULICS (F&I)(PERM SPAN LOCKS) BRIDGE HYDRAULICS (FUR)(PERMANENT SYS) BRIDGE HYDRAULICS (INS)(PERMANENT SYS) HYDRAULIC SYSTEM (REMOVE TEMP SYSTEM) HYDRAULIC SYS (REMOVE PERMANENT SYS) TOWER BEARING ASSEMBLIES BASCULE TRACKS (REPLACE) ACCESS HATCH (COMPLETE)(F&I) (ALUMINUM) ACCESS HATCH (COMPLETE)(F&I) (STEEL) ANCHOR BOLT REPLACEMENT BEARINGS MOVEABLE BRIDGE (F&I)(STANDARD) LOAD BEARING PIN (F&I)(STANDARD) LOAD BEARING PIN (F&I)(SPE INSTRUMENTED) COUNTERWT MOVEABLE BR(F&I)(POCKET COVER) COUNTERWT MOVEABLE BR(F&I)(SUMP PUMP) COUNTERWT MOVEABLE BR(F&I)(BUMPER BLOCK) COUNTERWT MOVEABLE BRIDGE (F&I)(POCKET) COUNTERWT MOVEABLE BR(REC)(POCKET COVER) COUNTERWT MOVEABLE BR(REP) (SUMP PUMP) COUNTERWT MOVEABLE BR(REP)(BUMPER BLK) COUNTERWT MOVEABLE BR (BALANCE) 45 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0460121 64 0460122 1 0461113 11 0461113 12 0461113 13 0461113 14 0461113 15 0461113 16 0461113 17 0461113 18 0461113 19 0461114 11 0461114 12 0461114 13 0461114 14 0461114 15 0461114 16 0461114 17 0461114 18 0461114 19 0462 2 11 0462 2 12 0462 2 13 0462 20 1 0462 20 2 0462 20 3 0462 20 4 0462 20 5 0462 20 6 0462 20 7 0462 20 8 0462 20 9 0465 2122 0465 2152 0465 2404 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $800.00 $25,000.00 $12,800.00 $50,000.00 16.000 2.000 2 2 1 2 1 2 $2,785.71 $2,823.08 $3,400.00 $5,333.33 $4,500.00 $4,211.11 $19,500.00 $36,700.00 $37,400.00 $32,000.00 $45,000.00 $37,900.00 7.000 13.000 11.000 6.000 10.000 9.000 1 2 2 1 2 1 1 $2,100.00 $3,210.00 $3,843.59 $4,800.00 $7,600.00 $5,400.00 $7,300.00 $8,400.00 $128,400.00 $149,900.00 $33,600.00 $60,800.00 $21,600.00 $58,400.00 4.000 40.000 39.000 7.000 8.000 4.000 8.000 1 $3.00 $368,253.00 122,751.000 1 2 1 2 1 $10.00 $13.25 $720.00 $198.69 $120.00 $100,800.00 $457,037.40 $444,960.00 $330,612.00 $74,160.00 10,080.000 34,497.000 618.000 1,664.000 618.000 3 $345.70 $322,540.00 933.000 1 $60.00 $5,760.00 96.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA LB LB LB LF EA EA EA LF LF CF CF EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y COUNTERWT MOVEABLE BR (CLEAN) (POCKET) SPAN JACKING (MOVABLE BRIDGE) MULTIROT BRNG ASM FX(F&I)(1- 250KIPS) MULTIROT BRNG ASM FX(F&I)(251- 500KIPS) MULTIROT BRNG ASM FX(F&I)( 501- 750KIPS) MULTIROT BRNG ASM FX(F&I)( 751-1000KIPS) MULTIROT BRNG ASM FX(F&I)(1000-1250KIPS) MULTIROT BRNG ASM FX(F&I)(1251-1500KIPS) MULTIROT BRNG ASM FX(F&I)(1501-1750KIPS) MULTIROT BRNG ASM FX(F&I)(1751-2000KIPS) MULTIROT BRNG ASM FX(F&I)(>= 2001KIPS) MULTIROT BRNG ASM EX(F&I)( 1- 250KIPS) MULTIROT BRNG ASM EX(F&I)( 251- 500KIPS) MULTIROT BRNG ASM EX(F&I)( 501- 750KIPS) MULTIROT BRNG ASM EX(F&I)( 751-1000KIPS) MULTIROT BRNG ASM EX(F&I)(1001-1250KIPS) MULTIROT BRNG ASM EX(F&I)(1251-1500KIPS) MULTIROT BRNG ASM EX(F&I)(1501-1750KIPS) MULTIROT BRNG ASM EX(F&I)(1751-2000KIPS) MULTIROT BRNG ASM EX(F&I)(>= 2001KIPS) POST TENSIONING TENDONS(SUPER STRAND) POST TENSIONING TENDONS(SUPER BAR) POST TENSIONING TENDONS(SUBSTR STRAND) POST TENS REPAIR(TENDON INSPECTION) POST TENS REPAIR(ANCHORAGE INSPECTION) POST TENS REPAIR(TENDON REPAIR SET-UP) POST TENS RPR(RPL ANCHORAGE PROTECT SYS) POST TENS REPAIR(REPAIR EXT TEND DUCTS) POST TENSIONING REPAIR(REPAIR TENDON) POST TENS REPAIR(VACUUM GRTN TEND VOIDS) POST TENS REPAIR(PRESR GROUT TEND VOIDS) POST TENS REPAIR(INSTALL GROUT PORTS) MOV BRDG MACH & CAST REHAB,F&I,SPHERICAL MOV BRDG MACH & CAST REHAB,F&I,HYDRLC MOV BRDG MACH&CAST,REHAB,RECOND TRUNION 46 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0465 0465 0465 0465 0465 0465 0465 0465 0465 0465 0470 0470 0470 0470 0470 0470 0470 0471 0481 0500 0504 0504 0504 0504 0504 0504 0504 0505 0506 0506 0506 0507 0508 0508 0508 2410 2452 2504 2553 3 14 3 50 4 71 1 71 2 71 3 1 2 3 1 3 2 71 1 71 2 75 70 1 11 72 1 1 1 2 1 3 1 4 1 5 1 10 2 1 11 2 3 72 70 1 1 5 50 1 Weighted Average Total Amount Total Quantity 3 3 4 7 1 2 1 $9,666.67 $9,666.67 $24,250.00 $6,653.17 $20,000.00 $12,803.13 $16,000.00 $29,000.00 $29,000.00 $97,000.00 $1,258,200.00 $46,000.00 $106,266.00 $136,000.00 3.000 3.000 4.000 189.113 2.300 8.300 8.500 1 2 2 $925.00 $219.47 $66.82 $2,384,280.00 $75,060.00 $622,395.00 2,577.600 342.000 9,315.000 2 1 $40.43 $68.00 $1,471,996.00 $116,484.00 36,412.000 1,713.000 1 2 2 $40.00 $58.32 $2,357.89 $232,000.00 $241,690.00 $268,800.00 5,800.000 4,144.000 114.000 3 1 $50.79 $1,600,000.00 $304,045.00 $3,200,000.00 5,986.000 2.000 Unit Meas Obs? Description LS EA EA EA EA EA EA LS LS LS MB MB MB MB LF LF LF LF TN LF SF SF SF SF SF SF SF LF LF EA EA SF LS LS LS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MOV BRDG MACH AND CAST REHAB (RECOND) MOV BRG MACH&CAST,REHAB,RECOND,HYDRAULIC MOV BRG MACH&CAST,REHAB,A&M,TRUNION MOV BRG MACH&CAST,REHAB,A&M,MOTOR MOVABLE BRIDGE COUNTERWEIGHT, F&I, BB MOVABLE BRIDGE COUNTERWEIGHT, ADJ MOVEABLE BRIDGE, SPAN JACKING MOVEABLE BRIDGE FUNCTIONAL CHKOUT (PH A) MOVABLE BRIDGE FUNCTIONAL CHKOUT (PH B) MOVABLE BRIDGE FUNCTIONAL CHKOUT (PH C) TREATED TIMBER STRUCTURAL UNTREATED TIMBER STRUCTURAL PLASTIC MARINE LUMBER (REINFORCED) PLASTIC MARINE LUMBER (NONREINFORCED) TREATED TIMBER POSTS (6" ROUND) TREATED TIMBER POSTS (8" ROUND) REM & REPL OF TIMBER FENDER SYS MARINE DOCK FENDER STEEL BALLAST (COUNTERWEIGHT) HANDRAIL ALUMINUM (REMOVE & REINSTALL) FLOOR RDWY STEEL (5" OPEN) FLOOR RDWY STEEL (3" ARMORED) FLOOR RDWY STEEL (4 1/2" OPEN) FLOOR RDWY STEEL (5 1/2" OPEN) FLOOR RDWY STEEL (5 1/2" ARMORED) FLOOR RDWY STEEL (5" ARMORED) FLOOR STEEL SIDEWALK FIRE SUPPRESSION SYS (BRIDGE)(DRY LINE) BRIDGE DRAINAGE PIPING BRIDGE DRAINS BRIDGE POWER CLEAN DOWN DRAIN FLOOR ALUMINUM SIDEWALK ELECTRICAL EQUIPMENT MOV BRDG ELECTRICAL SYSTEM (ADJUST MOD) BRIDGE TENDER SIMULATED TRAINING 47 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0508 0509 0509 0510 0510 0512 0512 70 1 70 4 72 1 72 3 72 4 73 1 73 3 73 4 76 1 76 2 76 3 76 4 76 5 77 1 77 4 77 5 78 1 78 4 79 1 79 4 80 1 80 4 81 1 82 1 82 4 82 5 83103 83106 83107 80 1 80 4 1 1 3 1 1 1 No. of Conts Weighted Average Total Amount Total Quantity 3 3 3 $708,333.33 $4,666.67 $73,000.00 $2,125,000.00 $14,000.00 $365,000.00 3.000 3.000 5.000 2 $282.05 $219,995.70 780.000 1 1 $31.25 $75,000.00 $5,000.00 $75,000.00 160.000 1.000 1 3 $100,000.00 $60,000.00 $100,000.00 $360,000.00 1.000 6.000 3 3 $40,833.33 $55,000.00 $245,000.00 $165,000.00 6.000 3.000 3 $69,500.00 $278,000.00 4.000 1 $6,000.00 $48,000.00 8.000 1 3 $3,000.00 $22,700.00 $48,000.00 $227,000.00 16.000 10.000 1 $10,000.00 $20,000.00 2.000 3 2 5 $61,666.67 $3,500.00 $33,460.00 $185,000.00 $7,000.00 $167,300.00 3.000 2.000 5.000 3 2 $558,000.00 $195,000.00 $1,674,000.00 $390,000.00 3.000 2.000 Unit Meas Obs? Description LS LS AS AS AS LF LF LF LS LS LS LS LS EA EA EA LS LS EA EA EA EA EA EA EA EA AS AS AS LS LS LS EA LS LS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y ELECTRICAL SYSTEM ELECTRICAL SYSTEM (REMOVE) EMERGENCY GENERATOR (FURNISH & INSTALL) EMERGENCY GENERATOR (INSTALL) EMERGENCY GENERATOR (REMOVE) SUBMARINE CABLE ASSM(FURNISH & INSTALL) SUBMARINE CABLE ASSEMBLY (INSTALL) SUBMARINE CABLE ASSM(REMOVE) SPAN MOTORS & AUXILIARIES(FURNISH & I) SPAN MOTORS & AUXILIARIES(FURNISHI) SPAN MOTORS & AUXILIARIES(INSTALL) SPAN MOTORS & AUXILIARIES(REMOVE) SPAN MOTORS & AUXILIARIES(RECONDITION) LOGIC CONTROLLER (PROGRAMMABLE) LOGIC CONTROLER (PROGRAMABLE)(REMOVE) LOGIC CONTROLLER (PROGMABLE)(PROGMING) LIMIT SWITCHES & TRANSDUCERS (F&I) LIMIT SWITCHE & TRANSDUCERS(REMOVE) CONTROL CONSOLE (F&I) CONTROL CONSOLE (REMOVE) BRAKE SYSTEM (F&I) BREAK SYSTEM (REMOVE) SWITCHES (LIMIT & SEATING)(F&I) CONTROL PANEL/MOTOR CONTROLLER (F&I) CONTROL PANEL/MOTOR CONTROLLER (RECOND) CONTROL PANEL/MOTOR CONTROLLER (REPLACE) MOVABLE BR INTGR DR SYS(F&I)(41-60 KW) MOVABLE BR INTGR DR SYS(116 - 155 KW) MOVABLE BR INTGR DR SYS(156 - 190 KW) ELECTRICAL SYSTEM (F&I)(TEMPORARY) ELECTRICAL SYSTEM (REMOVE)(TEMPORARY) NAVIGATION LIGHTS NAVIGATION LIGHTS (PIERS) CONTROL HOUSE CONTROL HOUSE (RENOVATION) 48 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0512 0514 0514 0514 0515 0515 0515 0515 0515 0515 0515 0515 0515 0515 0515 0515 0519 0519 0519 0519 0519 0520 0520 0520 0520 0520 0520 0520 0520 0520 0520 0520 0520 0520 0520 71 1 71 1 71 2 72 1 1 1 2 1 5 2101 2102 2201 2202 2203 2301 2302 2303 2403 71 77 78 79 82 1 7 1 8 1 10 1 11 2 1 2 2 2 4 2 9 3 4 5 11 5 12 5 16 5 21 No. of Conts Weighted Average Total Amount Total Quantity 3 5 3 5 3 33 1 3 1 2 4 1 13 6 3 3 $31,500.00 $2.58 $2.92 $8.88 $65.28 $45.26 $20.00 $44.33 $88.00 $62.09 $56.06 $90.00 $50.02 $128.92 $87.40 $176.49 $126,000.00 $12,906.00 $60,648.20 $546,311.55 $249,230.00 $750,295.83 $10,520.00 $102,238.00 $66,528.00 $181,482.96 $428,760.00 $18,360.00 $479,588.82 $380,573.00 $123,589.00 $1,324,372.00 4.000 5,006.000 20,761.000 61,529.700 3,818.000 16,576.500 526.000 2,306.500 756.000 2,923.000 7,648.400 204.000 9,587.000 2,952.000 1,414.000 7,503.800 6 $700.10 $40,605.64 58.000 46 4 104 $15.54 $36.68 $17.90 $3,745,194.09 $106,984.85 $9,794,563.19 241,043.200 2,917.100 547,206.730 7 8 36 2 13 1 27 7 8 3 $35.51 $19.96 $17.61 $13.42 $18.30 $26.99 $25.18 $37.26 $44.23 $39.75 $70,025.96 $116,285.72 $871,417.10 $9,219.78 $122,788.10 $13,953.83 $834,983.06 $127,381.47 $548,886.50 $46,046.50 1,972.000 5,825.000 49,495.200 687.000 6,709.700 517.000 33,167.000 3,419.000 12,411.000 1,158.500 Unit Meas Obs? Description EA SY SY SY LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA LS SY LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MOVABLE BRIDGE PLUMBING SYSTEM PLASTIC FILTER FABRIC (SUBSURFACE) PLASTIC FILTER FABRIC (STABILIZATION) LINER IMPERMEABLE PVC PIPE HANDRAIL (STEEL) PIPE HANDRAIL (ALUMINUM) PIPE HANDRAIL (PVC) PED/BICYCLE RAILING (NS)42"PICKET RAIL PED/BICYCLE RAILING (NS)54"PICKET RAIL PED/BICYCLE RAILING (STL)42"PICKET RAIL PED/BICYCLE RAILING (STL)54"PICKET RAIL PED/BICYCLE RAILING (STEEL)(SPECIAL) PED/BICYCLE RAILING (ALUM)42"PICKET RAIL PED/BICYCLE RAILING (ALUM)54"PICKET RAIL PED/BICYCLE RAILING (ALUM)SPECIAL PED/BICYCLE RAILING (SPECIAL) TRENCH DRAIN BRICK PLANTERS BOLLARDS TREE LIGHTING CONC-GRASS PAVING GRID SYSTEM CURB & GUTTER CONC (TYPE E) CURB & GUTTER CONC (SPECIAL) CURB & GUTTER CONC (TYPE F) CURB & GUTTER CONC (TYPE FB) CURB CONCRETE (TYPE A) CURB CONCRETE (TYPE B) CURB CONCRETE (TYPE D) CURB CONCRETE (SPECIAL) GUTTER VALLEY CONC GUTTER SPECIAL CONC TRAF SEP CONC (TYPE I) (4' WIDE) TRAF SEP CONC (TYPE I) (6' WIDE) TRAF SEP CONC (TYPE I) (8.5' WIDE) TRAF SEP CONC (TYPE II) (4' WIDE) 49 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0520 0520 0520 0520 0520 0520 0520 0520 0520 0520 0520 0521 0521 0521 0521 0521 0521 0521 0521 0521 0521 0521 0521 0521 0521 0521 0521 0521 0521 0521 0521 0521 0521 0521 0521 5 5 5 5 5 5 5 5 6 70 70 1 1 1 5 5 5 5 5 5 5 5 5 6 6 6 7 8 8 8 8 72 72 72 72 22 26 41 42 46 51 52 56 89 1 2 1 2 3 4 5 7 8 9 20 1 2 3 1 1 2 3 4 2 3 4 5 No. of Conts Weighted Average Total Amount Total Quantity 1 15 9 1 $150.00 $31.46 $32.84 $48.15 $38,250.00 $524,165.77 $582,084.31 $63,269.10 255.000 16,660.000 17,726.000 1,314.000 1 $350.00 $112,350.00 321.000 30 25 2 10 2 $17.52 $81.56 $47.47 $96.90 $71.23 $1,651,374.40 $964,419.90 $11,107.20 $8,526,091.62 $482,484.00 94,264.000 11,824.020 234.000 87,986.000 6,774.000 28 2 6 4 1 $81.05 $120.17 $88.61 $99.87 $110.00 $4,176,357.35 $1,103,910.00 $287,360.00 $154,000.00 $99,770.00 51,527.500 9,186.000 3,242.900 1,542.000 907.000 7 11 2 11 2 1 3 9 1 $264.46 $125.38 $400.00 $59.76 $85.68 $350.00 $127.70 $145.83 $130.00 $1,408,479.04 $1,728,874.06 $410,000.00 $570,981.80 $73,855.84 $89,950.00 $697,390.00 $1,506,538.40 $8,580.00 5,325.800 13,789.100 1,025.000 9,555.000 862.000 257.000 5,461.000 10,331.000 66.000 1 $26.50 $30,899.00 1,166.000 12 1 12 $183.57 $204.70 $121.93 $4,242,105.20 $234,586.20 $1,115,036.01 23,109.000 1,146.000 9,145.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF SY SY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TRAF SEP CONC (TYPE II) (6' WIDE) TRAF SEP CONC (TYPE II) (8.5' WIDE) TRAF SEP CONC (TYPE IV) (4' WIDE) TRAF SEP CONC (TYPE IV) (6' WIDE) TRAF SEP CONC (TYPE IV) (8.5' WIDE) TRAF SEP CONC (TYPE V) (4' WIDE) TRAF SEP CONC (TYPE V) (6' WIDE) TRAF SEP CONC (TYPE V) (8.5' WIDE) GUTTER SHLDR CONC TRAFFIC SEPARATOR CONCRETE(SPECIAL) TRAF SEP CONC (SPECIAL) (VW) BARRIER WALL CONC BARRIER WALL CONC (PRECAST) BARRIER WALL CONC (TRAPEZOIDAL) CNC TRAF RAILING BARRIER BRIDGE (32" F) CNC TRAF RAILING BARRIER BRIDGE (42" F) CNC TRAF RAILING BARRIER BRIDGE(32" DBL) CNC TRAF RAILING BAR.BRDG(32" VERT FACE) CNC TRAF RAILING BAR.BRDG(42" VERT FACE) CNC TRAF RAILING BAR.BR(CORAL W/O CURB) CNC TRAF RAIL BARR BRG(32"DBL)RETRO VF CNC TRAF RAILING BAR.(BRG)(SPECIAL) CNC TRAF RAILBARRIERBRG(F-SHAPE WALL 8') CONCRETE PARAPET(PEDEST/BICYCLE) CONCRETE PARAPET(SPECIAL) CONCRETE PARAPET(RET WALL SYS W/SW) CONC TRAF RAIL BARRIER (RET WALL SYS/SND CONC TRAF RAIL BAR(RET WALL SYS)32"F SHP CONC TRAF RAIL BAR(RET WALL SYS)42"F SHP CONC TRAF RAIL BAR(RET WALL SYS)32"VF CONC TRAF RAIL BAR(RET WALL SYS)42"VF BARRIER WALL CONC (BOX CULVERT) BARRIER WALL CONC (RIGID-SHOULDER) BARRIER WALL CONC (RIGID-RETAINING) BARRIER WALL CONC (RIGID-CURB & GUTTER) 50 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Weighted Average Total Amount Total Quantity 8 $98.76 $747,543.00 7,569.000 2 1 1 5 111 79 $573.40 $615.00 $625.00 $19.32 $34.49 $45.10 $1,074,560.00 $441,570.00 $2,550,000.00 $638,282.00 $12,453,956.18 $3,586,173.19 1,874.000 718.000 4,080.000 33,034.000 361,044.410 79,516.600 1 2 10 5 $102.61 $26.41 $1,145,748.07 $227,698.00 11,166.000 8,621.000 1 2 3 4 19 29 49 1 2 4 19 29 39 49 27 14 $54.27 $47.24 $521,675.67 $496,568.83 9,613.000 10,511.000 8 $72.14 $236,209.00 3,274.300 2 2 3 9 $42.47 $121.70 $95.78 $70.22 $70,505.00 $35,170.00 $9,960.84 $457,733.36 1,660.000 289.000 104.000 6,519.000 2 $75.51 $24,995.00 331.000 1 1 5 13 $75.00 $5.00 $69.36 $14.99 $95,025.00 $1,275.00 $642,274.58 $661,286.33 1,267.000 255.000 9,260.000 44,119.000 15 12 24 30 13 $638.42 $392.16 $64.22 $67.33 $67.81 $169,181.35 $218,315.05 $4,150,857.94 $496,076.49 $594,326.80 265.000 556.700 64,638.200 7,367.800 8,764.000 Item 0521 0521 0521 0521 0521 0521 0522 0522 0522 0523 0523 0523 0524 0524 0524 0524 0524 0524 0524 0524 0524 0524 0524 0524 0524 0524 0525 0526 0526 0526 0527 0530 0530 0530 0530 72 72 72 72 72 73 1 2 73 1 1 70 1 1 1 1 1 1 1 2 2 2 2 2 2 2 1 1 1 71 1 1 3 3 74 6 7 20 21 22 1 2 3 4 Unit Meas Obs? Description LF LF LF LF LF LF SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY LF SY SY SY EA CY TN TN TN Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y BARRIER WALL CONC (PLAIN-SHOULDER) BARRWALL CNC(RIG SHLD)WITH 8'SND WALL BARRWALL CNC(F SHAPE)WITH 8'SND WALL BARRWALL CNC(F SHAPE)WITH 10'SND WALL BARRWALL CNC(F SHAPE)WITH 12'SND WALL BARRIER WALL REMOVAL (CONCRETE) SIDEWALK CONC (4" THICK) SIDEWALK CONC (6" THICK) EXPOSED AGGREGATE TOPPING(SIDEWALK) PATTERNED/TEXTURED PAVT/ASPHALT PATTERNED/TEXTURED PAVT/CONC COLORING CONCRETE SURFACE DITCH PAVT CONC (3") DITCH PAVT CONC (4") DITCH PAVT CONC (5") DITCH PAVT CONC (6") DITCH PAVT CONC (3")(REINFORCED) DITCH PAVT CONC (4")(REINFORCED) DITCH PAVT CONC (6")(REINFORCED) SLOPE PAVT CONC (3") SLOPE PAVT CONC (4") SLOPE PAVT CONC (6") SLOPE PAVT CONC (3")(REINFORCED) SLOPE PAVT CONC (4")(REINFORCED) SLOPE PAVT CONC (5")(REINFORCED) SLOPE PAVT CONC (6")(REINFORCED) CURB ASPHALTIC CONC PAVERS, ARCHITECTURAL(ROADWAY) PAVERS, ARCHITECTURAL(SIDEWALK) PAVEMENT TEXTURIZING DETECTABLE WARNING ON WALK SURF(RETRO) RIPRAP (SAND-CEMENT) RIPRAP (RUBBLE) (BANK AND SHORE) RIPRAP (RUBBLE) (F&I)(DITCH LINING) BEDDING STONE 51 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0530 0530 0530 0530 0530 0530 0530 0530 0530 0532 0534 0534 0534 0534 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 76 1 76 2 76 3 76 4 77 1 77 2 77 3 77 4 78 70 70 72101 72102 72103 1 1 1 2 1 3 1 4 1 5 1 6 1 8 1 9 1 10 1 11 1 12 2 7 8 8 1 8 4 8 5 8 6 73 75 76 No. of Conts Weighted Average Total Amount Total Quantity 1 2 1 $64.00 $77.38 $95.00 $35,200.00 $4,763,932.86 $1,749,615.00 550.000 61,562.000 18,417.000 1 1 $86.00 $340.00 $60,458.00 $4,080.00 703.000 12.000 1 5 $225.00 $97.11 $4,050.00 $1,113,056.00 18.000 11,462.000 5 $27.32 $25,221,421.45 923,159.000 1 86 $35.00 $17.64 $407,925.00 $4,253,140.26 11,655.000 241,163.700 5 $27.71 $232,876.50 8,404.750 12 6 2 1 $42.86 $48.25 $27.08 $34.25 $213,487.11 $66,710.63 $58,765.00 $151,487.75 4,981.600 1,382.500 2,170.000 4,423.000 16 13 26 1 $31.85 $179.72 $1,906.95 $1,500.00 $39,729.27 $63,439.49 $289,856.52 $1,500.00 1,247.500 353.000 152.000 1.000 4 5 83 4 4 $1,980.32 $303.65 $2.83 $177.71 $95.98 $75,252.00 $9,109.50 $528,429.55 $24,346.00 $65,075.00 38.000 30.000 186,708.900 137.000 678.000 Unit Meas Obs? Description SY SY SY SY SY SY SY SY SY EA LF SF SF SF LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA LF EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y GABION MAT (6" THICK) GABION MAT (9" THICK) GABION MAT (18" THICK) GABION MAT, 12" THICK GABION BASKET (12" THICK) GABION BASKET (36" THICK) GABION BASKET (30" THICK) GABION BASKET (18" THICK) RIPRAP (ARTICULATING BLOCK) TRACTOR CROSSINGS RETAINING WALL CONCRETE BLOCK SOUND BARRIER(INC FOUNDATION)(PERM) SOUND BARRIER(INC FOUNDATION)(TEMP) SOUND BARRIER(SPECIAL FOUNDATION) GUARDRAIL (ROADWAY) GUARDRAIL (BRIDGE) GUARDRAIL (ROADWAY, DOUBLE FACE) GUARDRAIL (BRIDGE, DOUBLE FACE) GUARDRAIL (ROADWAY, THRIE BEAM) GUARDRAIL (BRIDGE, THRIE BEAM) GUARDRAIL (ROADWAY,WITH RUB RAIL) GUARDRAIL (ROADWY, THRIE BEAM, DF) GUARDRAIL (ROADWAY, WEATHERING STEEL) GUARDRAIL (ROADWAY, MOD THRIE BEAM) GUARDRAIL (ROADWAY, MOD THRIE BEAM DF) GUARDRAIL (SHOP-BENT PANELS) GUARDRAIL POST SPECIAL GUARDRAIL BRIDGE ANCHORAGE ASSEM GUARDRAIL BRIDGE ANCHORAGE ASSEMBLY (I) GRDRL BRIDGE ANCHORAGE ASSEMBLIES (RPR) GRDRL BRIDGE ANCHORAGE ASSEMBLY (REP) GRDRL BRIDGE ANCHORAGE ASSEMBLY (REM) GUARDRAIL REMOVAL GRDRL POSTS WITH ACCESSORIES (SPE)(ST) GUARDRAIL POSTS (SPECIAL LENGTH) 52 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0536 0536 0536 0536 0536 0536 0536 0536 0538 0539 0539 0539 0539 0539 0539 0539 0539 0539 0541 0542 0544 0544 0544 0544 0544 0544 0544 0544 0544 0544 0544 0544 0544 0544 0544 82 83 1 83 4 85 22 85 24 85 25 85 26 85 27 1 73 1 73 2 74 1 74 2 75113 75413 75613 80111 80121 70 70 74 1 74 5 74 6 74 12 74 14 75 2 75 5 75 6 75 7 75 8 75 9 75 10 75 12 75 14 75 15 No. of Conts Weighted Average Total Amount Total Quantity 9 2 1 61 40 48 12 $2,059.23 $121.55 $200.00 $1,878.58 $2,252.79 $793.90 $2,670.62 $127,672.48 $3,768.00 $800.00 $713,860.59 $369,458.11 $166,719.55 $64,094.92 62.000 31.000 4.000 380.000 164.000 210.000 24.000 10 $9.33 $274,557.59 29,435.200 1 $10.90 $66,751.60 6,124.000 1 $100.00 $1,300.00 13.000 1 4 $169,000.00 $27.81 $169,000.00 $2,197.00 1.000 79.000 2 $4,000.00 $8,000.00 2.000 1 $16,130.00 $32,260.00 2.000 16 $24,086.73 $1,276,596.54 53.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA LF EA EA LF LF LF LF LF LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y GUARDRAIL ANCHORAGE (CONC BAR WALL) GUARDRAIL POST REPLACEMENT (REGULAR) GUARDRAIL POST REPLACEMENT(STL/ASPH/REG) GUARDRAIL END ANCHORAGE ASSEMBLY FLARED GRDRL END ANCHORAGE ASSEMBLY PARALLEL GUARDRAIL END ANCHORAGE ASSEMBLY TYPE II GUARDRAIL END ANCHORAGE ASSEMBLY TYP CRT GUARDRAIL END ANCHORAGE ASSEMBLY DB FACE GUARDRAIL RESET GLARE SCRN (PLASTIC BLADES) (2' HEIGHT) GLARE SCRN (PLASTIC BLADES) (3' HEIGHT) GLARE SCRN (KNITTED POLYESTER)(60 CM HT) GLARE SCRN (KNITTED POLYESTER)(90 CM HT) GLARE SCREEN (F&I)(MODULAR) (30") GLARE SCREEN ,REMOVE, MODULAR, 30" GLARE SCREEN (RELOCATE)(MODULAR) (30") OPAQUE VISUAL BARR (F&I) (CNC)(2'3" HT) OPAQUE VISUAL BARR(F&I)(FIBGLS)(2'3" HT) RAILROAD CROSSING BUMPER GUARDS CONC IMPACT ATTR VEH(INERTIA)(RELOC EXIST) IMPACT ATTR VEH(GRATE)(RELOC EXIST) IMPACT ATTR VEH(HEX-FOAM)(RELOC EXIST) IMPACT ATTR VEH(SENTRY SYS)(REL EXIST) IMPACT ATTR VEH(QUADGARD)(REL EXIST) IMPACT ATTR VEHICULAR (HI-DRO) IMPACT ATTR VEHICULAR (GREAT) IMPACT ATTR VEHICULAR (HEX-FOAM) IMPACT ATTR VEHICULAR (TREND) IMPACT ATTR VEHICULAR (CAT) IMPACT ATTR VEH (BRAKEMASTER) IMPACT ATTR VEHICULAR (DRAGNET) IMPACT ATTR VEH (SENTRY SYSTEM) IMPACT ATTR VEHICULAR (QUADGURD) IMPACT ATTR VEHICULAR (ADIEM 350) 53 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0544 0544 0544 0544 0544 0544 0544 0546 0546 0546 0547 0547 0548 0548 0548 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 75 75 75 75 75 75 76 71 72 72 70 70 12 13 14 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 3 3 3 3 3 16 19 21 22 30 40 50 51 1 2 1 2 4 5 6 8 1 2 3 5 6 7 8 9 1 2 4 6 7 No. of Conts Weighted Average Total Amount Total Quantity 1 2 $31,816.00 $21,466.67 $31,816.00 $64,400.00 1.000 3.000 9 $194.52 $52,132.00 268.000 13 4 2 13 11 1 $1,686.34 $118.33 $72.39 $29.08 $10.79 $128.00 $201,078.70 $151,698.00 $69,136.00 $14,184,515.90 $2,585,711.75 $184,576.00 119.240 1,282.000 955.000 487,857.000 239,548.000 1,442.000 Unit Meas Obs? Description EA EA EA EA EA EA EA PS PM PM SY SY SF SF SF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y IMPACT ATTR VEHICULAR (TRACC) IMPACT ATTR VEHICULAR (QG LMA) IMPACT ATTR VEHICULAR (TAU-II) IMPACT ATTR VEHICULAR (WIDETRACC) IMPACT ATTER VEHICULAR (SPECIAL) IMPACT ATTEN/CRASH CUSH(VEH)(OPT) ATTENUATOR MODULES (F&I)(SAND FILLED) RUMBLE STRIPS RUMBLE STRIP (GROUND-IN) (NON-STANDARD) RUMBLE STRIP (GROUND-IN) (16" MIN. W) RIPRAP FABR-FORMED CNC (8" FILT POINTS) RIPRAP FABR-FORMED CNC (10" FILT POINTS) RETAINING WALL SYSTEM(PERM) EXC BAR. RETAINING WALL SYSTEM(TEMP) EXC BAR. RETAINING WALL SYSTEM(PERM-WID) ATTACHED FENCING, TYPE A ( 5' HEIGHT) FENCING, TYPE A ( 6' HEIGHT) FENCING, TYPE A ( 8' HEIGHT) FENCING, TYPE A ( 9' HEIGHT) FENCING, TYPE A (10' HEIGHT) FENCING, TYPE A (12' HEIGHT) FENCING, TYPE B FENCE TYP B (WITH BARB WIRE ATTACHMENT) FENCING, TYPE B (WITH CABLE BARRIER) FENCING, TYPE B (10' HEIGHT) FENCING, TYPE B (5' HEIGHT) FENCING, TYPE B (4' HEIGHT) FENCING, TYPE B (8' HEIGHT) FENCE TYP B(10' HT W/ BARBED WIRE ATTMT) FENCE TYP B(12' HT W/ BARBED WIRE ATTMT) FENCE CORNER POST ASSEM (TYPE A) FENCE CORNER POST ASSEM (TYPE B) FENCE CORNER POST ASSEM (SPECIAL) FENCE CORNER POST ASSEM (TYP B, 4' HT) CORNER POST ASSEM (TYPE A, 10'HEIGHT) 54 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 3 8 3 9 4 1 4 4 4 7 4 8 5 1 5 2 5 3 5 4 5 5 5 6 6 1 6 2 6 3 6 4 6 5 6 6 10110 10118 10120 10130 10150 10210 10220 10221 10222 10228 10229 10230 10240 10241 10249 10250 10251 Weighted Average Total Amount Total Quantity 9 2 $5.11 $6.41 $462,804.33 $4,238.82 90,515.000 661.100 1 18 6 12 6 $7.00 $10.45 $11.82 $13.18 $5.45 $32,263.00 $536,837.20 $580,560.45 $814,965.97 $46,586.70 4,609.000 51,385.000 49,129.000 61,834.000 8,552.000 1 $15.00 $11,865.00 791.000 1 $22.80 $412,246.80 18,081.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CORNER POST ASSEM (TYPE A, 12'HEIGHT) FENCE CORNER POST ASSEM (TYP B, 10' HT) FENCE PULL & END POST ASSEM (TYPE A) FENCE PULL & END POST ASSEM (SPECIAL) PULL & END POST ASSEM (TYP A, 10' FENCE) PULL & END POST ASSEM (TYP A, 12' FENCE) FENCE PULL POST ASSEMBLY (TYP B) (STD) FENCE PULL POST ASM (TYP B) (W/CBL BARR) FENCE PULL POST ASSEMBLY (TYP B) (SPE) FENCE PULL POST ASSEMBLY (TYP B) (4' HT) FENCE PULL POST ASM (TYP B) (10' HT) FENCE PULL POST ASM (TYP B) (12' HT) FENCE END POST ASSEMBLY (TYP B) (STD) FENCE ENDPST ASM (TYP B) (W/CBL BARR) FENCE END POST ASSEMBLY (TYP B) (SPE) FENCE END POST ASSEMBLY (TYP B) (4' HT) FENCE END POST ASSEMBLY (TYP B) (10' HT) FENCE END POST ASSEMBLY (TYP B) (12' HT) FENCING, TYPE A(0.0-5.0')STANDARD FENCING, TYPE A(0.0-5.0')RESET EXISTING FENCING, TYPE A(5.1-6.0)STANDARD FENCING, TYPE A, 6.1-7.0, STANDARD FENCING, TYPE A(8.1-10.0') FENCING, TYPE B(0.0-5.0)STANDARD FENCING, TYPE B(5.1-6.0)STANDARD FENCING, TYPE B(5.1-6.0)W/BARB ATTMT FENCING, TYPE B(5.1-6.0)W/ VINYL COAT FENCING, TYPE B(5.1-6.0)(RESET EXISTING) FENCING, TYPE B(5.1-6.0)(SPECIAL) FENCING, TYPE B(6.1-7.0')(STANDARD) FENCING, TYPE B(7.1-8.0)STANDARD FENCING, TYPE B(7.1-8.0)W/BARB ATTACH FENCING, TYPE B(7.1-8.0)(SPECIAL) FENCING, TYPE B(8.1-10.0') FENCING, TYPE B(8.1-10.0')W/BARB 55 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 10252 10299 10324 10325 10333 10335 10343 10344 10353 10354 10394 10424 10454 10918 10919 10920 10928 10929 10938 10939 10940 10958 10998 60112 60115 60121 60122 60124 60125 60127 60132 60134 60135 60211 60212 Weighted Average Total Amount Total Quantity 1 $130.00 $40,820.00 314.000 3 3 $173.80 $81.71 $205,610.00 $224,445.00 1,183.000 2,747.000 1 $26.00 $624.00 24.000 3 1 $57.56 $145.00 $110,754.80 $2,900.00 1,924.000 20.000 1 $750.00 $750.00 1.000 1 1 1 3 2 $2,100.00 $1,900.00 $2,200.00 $563.31 $2,448.00 $8,400.00 $1,900.00 $2,200.00 $5,069.80 $12,240.00 4.000 1.000 1.000 9.000 5.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y FENCING, TYPE B(8.1-10.0')W/VINYL COAT FENCING, SPECIAL FENCING, TYPE R-PARTIAL ENCL(5.1-6.0') FENCING, TYPE R(5.1-6.0') VERTICAL FENCING, TYPE R(6.1-7.0)W/FULL ENCLOSURE FENCING, TYPE R(6.1-7.0)(VERTICAL) FENCING, TYPE R(7.1-8.0)W/FULL ENCLOSURE FENCING, TYPE R(7.1-8.0)W/PART ENCLOSURE FENCING, TYPE R(8.1-10')W/FULL ENCLOSURE FENCING, TYPE R(8.1-10')W/PARTIAL ENCL FENCING, TYPE R-PARTIAL ENCL(SPECIAL) FENCING, TYPE R-PARTIAL ENCL(5.1-6.0') FENCING, TYPE R-PARTIAL ENCL(8.1-10.0') FENCING, SPECIAL(0.0-5.0')RESET EXISTING FENCING, SPECIAL (0.0-5.0') FENCING, SPECIAL (5.1-6.0') FENCING, SPECIAL (5.1-6.0')(RESET EXIST) FENCING, SPECIAL (5.1-6.0') FENCING, SPECIAL (6.1-7.0')(RESET EXIST) FENCING, SPECIAL (6.1-7.0') FENCING, SPECIAL (7.1-8.0') FENCING, SPECIAL 8.1-10.0'(RESET EXIST) FENCING, SPECIAL (RESET EXISTING) GATE (TYPE A)(SINGLE)(6.1-12.0' OPEN) GATE (TYPE A)(SINGLE)(20.1-24.0' OPEN) GATE (TYPE A)(DOUBLE( 0-6.0' OPENING) GATE (TYPE A)(DOUBLE( 6.1-12.0' OPENING) GATE (TYPE A)(DOUBLE( 18.1-20.0' OPEN) GATE(TYPE A)DOUBLE(20.1-24.0' OPEN) GATE(TYPE A)DOUBLE(GREATER THAN30' OPEN) GATE (TYPE A)SLIDING(6.1-12.0' OPENING) GATE (TYPE A)SLIDING(18.1-20.0' OPENING) GATE (TYPE A)SLIDING(20.1-24.0' OPENING) GATE (TYPE B)(SINGLE( 0- 6.0' OPENING) GATE (TYPE B)(SINGLE( 6.1-12.0' OPENING) 56 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 60215 60221 60222 60223 60224 60225 60227 60232 60233 60234 60235 60236 60237 60912 60925 60927 60933 60934 60935 60937 71 1 71 2 73 73 10 73 20 73 30 74 1 74 2 74 3 75 41 75101 75102 75121 75122 75141 No. of Conts Weighted Average Total Amount Total Quantity 1 $2,300.00 $2,300.00 1.000 1 3 3 1 $2,400.00 $2,496.43 $1,615.00 $1,460.47 $7,200.00 $34,950.00 $9,690.00 $2,920.94 3.000 14.000 6.000 2.000 2 3 10 3 $1,697.65 $2,280.00 $2,540.59 $2,550.00 $15,278.84 $11,400.00 $68,596.00 $10,200.00 9.000 5.000 27.000 4.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y GATE (TYPE B)(SINGLE(20.1-24.0' OPENING) GATE (TYPE B)(DOUBLE( 0- 6.0' OPENING) GATE (TYPE B)(DOUBLE( 6.1-12.0' OPENING) GATE (TYPE B)(DOUBLE(12.1-18.0' OPENING) GATE (TYPE B)(DOUBLE(18.1-20.0' OPENING) GATE (TYPE B)(DOUBLE)(20.1-24' OPENING) GATE (TYPE B)(DOUBLE)(> 30' OPENING) GATE (TYPE B)SLIDING/CANT(6.1-12' OPEN) GATE (TYPE B)SLIDING/CANT(12.1-18' OPEN) GATE (TYPE B)SLIDING/CANT(18.1-20' OPEN) GATE (TYPE B)SLIDING/CANT(20.1-24' OPEN) GATE (TYPE B)SLIDING/CANT(24.1-30' OPEN) GATE (TYPE B)SLIDING/CANT(> 30' OPEN) GATE (SPECIAL)(SINGLE( 6.1-12.0' OPEN) GATE (SPECIAL)(DOUBLE)(20.1-24'OPEN) GATE (SPECIAL)(DOUBLE)(> 30' OPENING) GATE (SPECIAL)SLIDING/CANT(12.1-18'OPEN) GATE (SPECIAL)SLIDING/CANT(18.1-20'OPEN) GATE (SPECIAL)SLIDING/CANT(20.1-24'OPEN) GATE(SPCIAL)SLIDING/CANT(> 30' OPEN FENCING TYPE R (FULL) FENCING TYPE R (PARTIAL) FENCING, SPECIAL FENCING SPECIAL (TYPE 1) FENCING SPECIAL (TYPE 2) FENCING SPECIAL (TYPE 3) FENCE (RESET EXIST)(TYPE A) FENCE (RESET EXIST)(TYPE B) FENCE (RESET EXIST)(SPECIAL) FENCE GATE (TYP A) (SGL 4')( 4' OPENING) FENCE GATE (TYP A)(SGL 10')(10' OPENING) FENCE GATE (TYP A) (DBL 5')(10' OPENING) FENCE GATE (TYP A)(SGL 12')(12' OPENING) FENCE GATE (TYP A)(DBL 6')(12' OPENING) FENCE GATE (TYP A)(SINGLE)(14' OPENING) 57 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 0550 75161 75162 75202 75242 75302 75322 76 31 76 41 76 51 76 61 76 62 76101 76102 76121 76122 76151 76152 76161 76162 76201 76202 76241 76242 76302 76322 79 4 79 6 79 10 79 12 79 14 79 15 79 16 79 20 79 24 79 25 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE FENCE GATE (TYP A)(SGL 16')(16' OPENING) GATE (TYP A) (DBL 8')(16' OPENING) GATE (TYP A)(DBL 10')(20' OPENING) GATE (TYP A)(DBL 12')(24' OPENING) GATE (TYP A)(DBL 15')(30' OPENING) GATE (TYP A)(DOUBLE)(32' OPENING) GATE (TYP B)(SGL 3')( 3' OPENING) GATE (TYP B)(SGL 4')( 4' OPENING) GATE (TYP B)(SGL 5')( 5' OPENING) GATE (TYP B)(SGL 6')( 6' OPENING) GATE (TYP B)(DBL 6')( 6' OPENING) GATE (TYP B)(SGL 10')(10' OPENING) GATE (TYP B)(DBL 5')(10' OPENING) GATE (TYP B)(SGL 12')(12' OPENING) GATE (TYP B)(DBL 6')(12' OPENING) GATE (TYP B)(SGL 15')(15' OPENING) GATE(TYP B,DBLL 7.5',15' OPENING) GATE (TYP B)(SGL 16')(16' OPENING) GATE (TYP B)(DBL 8')(16' OPENING) GATE (TYP B)(SGL 20')(20' OPENING) GATE (TYP B)(DBL 10')(20' OPENING) GATE (TYP B)(SGL 24')(24' OPENING) GATE (TYP B)(DBL 12')(24' OPENING) GATE (TYP B)(DBL 15')(30' OPENING) GATE (TYP B)(DBL 16')(32' OPENING) GATE (SLIDING) (CANTILEVER 4') GATE (SLIDING) (CANTILEVER 6') GATE (SLIDING) (CANTILEVER 10') GATE (SLIDING) (CANTILEVER 12') GATE (SLIDING) (CANTILEVER 14') GATE (SLIDING) (CANTILEVER 15') GATE (SLIDING) (CANTILEVER 16') GATE (SLIDING) (CANTILEVER 20') GATE (SLIDING) (CANTILEVER 24') GATE (SLIDING) (CANTILEVER 25') 58 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0550 0550 0550 0550 0555 0555 0555 0555 0555 0555 0556 0556 0556 0556 0556 0556 0556 0556 0556 0556 0556 0560 0561 0563 0563 0570 0570 0570 0570 0570 0570 0570 0570 0570 0570 79 79 79 79 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 4 1 1 2 3 3 4 5 9 10 12 30 38 40 48 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 Weighted Average Total Amount Total Quantity 65 37 1 2 2 $16.86 $28.14 $91.33 $581.31 $465.00 $4,310,475.60 $811,441.47 $50,595.00 $290,655.00 $436,170.00 255,624.000 28,837.000 554.000 500.000 938.000 2 6 7 6 3 $176.20 $316.23 $369.47 $609.00 $657.57 $64,840.00 $425,010.00 $880,087.50 $790,480.00 $751,602.50 368.000 1,344.000 2,382.000 1,298.000 1,143.000 4 $784.90 $1,842,165.78 2,347.000 6 2 2 $.31 $.59 $.15 $145,851.73 $8,722.40 $12,544.53 468,468.000 14,702.000 81,709.000 22 25 1 26 121 122 24 1 $.26 $3.30 $4.00 $119.13 $327.11 $12.19 $2.70 $440.00 $453,775.21 $82,046.88 $68.00 $200,875.56 $153,901.82 $888,145.40 $24,689.73 $1,760.00 1,748,349.000 24,841.100 17.000 1,686.240 470.485 72,854.555 9,128.900 4.000 2 1 Unit Meas Obs? Description EA EA EA EA LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF TN TN SF SF SY SY SY LB LB TN TN MG LB LB Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y FENCE GATE (SLIDING) (CANTILEVER 30') FENCE GATE (SLIDING) (CANTILEVER 38') FENCE GATE (SLIDING) (CANTILEVER 40') FENCE GATE (SLIDING) (CANTILEVER 48') DIRECTIONAL BORE (LESS THAN 6") DIRECTIONAL BORE ( 6" TO < 12") DIRECTIONAL BORE (12" TO < 18") DIRECTIONAL BORE (18" TO < 24") DIRECTIONAL BORE (24" TO < 36") DIRECTIONAL BORE (36" TO < 48") JACK AND BORE CASE DIA(<6") JACK AND BORE CASE DIA(6"TO<12") JACK AND BORE CASE DIA(12"TO<18") JACK AND BORE CASE DIA(18"TO<24") JACK AND BORE CASE DIA(24"TO<36") JACK AND BORE CASE DIA(36"TO<48") JACK AND BORE CASE DIA(48"TO<60") JACK AND BORE CASE DIA(60"TO<72") JACK AND BORE CASE DIA(72"TO<84") JACK AND BORE CASE DIA(84"TO<96") JACK AND BORE CASE DIA(96"TO<108") PAINT STRUCT STEEL PAINT STRUCT STEEL ANTI-GRAFFITI COATING(SACRIFICIAL) ANTI-GRAFFITI COATING(NON-SACRIFICIAL) SEEDING PERFORMANCE TURF, SOD SEED & MULCH SEED GRASS (PERMANENT TYPE) SEED GRASS (PERM TYPE,ARGEN BAHIA) MULCH MATL FERTILIZER WATER FOR GRASS SEED GRASS (QUICK-GROWING TYPE) SEED WILDFLOWER 59 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0571 1 11 0571 1 12 0571 1 13 0573 1 0573 2 0573 3 0573 4 0575 1 0575 1 1 0575 1 2 0575 1 3 0575 1 4 0575 1 5 0575 1 6 0577 70 0580 1 1 0580 1 2 0580173 0580258 0580301 1 0580301 2 0580326 4 0580327 1 0580327 2 0580332 1 0580332 2 0580334 0580336 0580340 1 0580340 2 0581 1 0581 2 0582 2 0582 3 0582 4 No. of Conts Weighted Average Total Amount Total Quantity 5 2 4 1 $6.14 $4.40 $4.57 $1.10 $189,330.00 $134,651.10 $111,444.00 $1,244.10 30,842.000 30,573.000 24,412.000 1,131.000 87 34 6 5 20 1 20 29 38 43 $1.73 $1.72 $3.66 $2.16 $3.11 $10.00 $2.55 $1.36 $93,202.09 $137,736.12 $6,255,210.78 $2,334,622.88 $258,258.31 $1,491,304.00 $217,742.79 $220.00 $2,715,239.90 $1,474,308.01 $3,541,679.51 $6,198,125.27 3,612,460.600 1,360,421.800 70,526.000 691,271.000 70,061.000 22.000 1,066,443.000 1,085,439.000 38.000 45.000 Unit Meas Obs? Description SY SY SY SY LB LB LB SY SY SY SY SY SY SY SY LS LS SY TN EA EA SY EA EA EA EA EA EA LF LF PL PL PL PL PL Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PLASTIC EROSION MAT (TRM)(TYPE 1) PLASTIC EROSION MAT (TRM)(TYPE 2) PLASTIC EROSION MAT (TRM)(TYPE 3) SEEDING-HYDRO (F&I) SEED GRASS (FOR HYDRO-SEEDING) FERTILIZER (FOR HYDRO-SEEDING) MULCH FIBER (FOR HYDRO-SEEDING) SODDING SODDING (BAHIA) SODDING (CENTIPEDE) SODDING (ARGENTINE BAHIA) SODDING (SAINT AUGUSTINE) SODDING (OVERLAPPED) SODDING (BERMUDA) SHOULDER REWORK LANDSCAPE COMPLETE (SMALL PLANTS) LANDSCAPE COMPLETE (LARGE PLANTS) BED PREPARATION & MULCHING ROCK BOULDERS STAKING & GUYING (TREES) STAKING & GUYING (PALMS) MULCH WOOD CHIP TREE RELOCATION (PALM) SMALL TREE,SHRUBS,GRD COVER RELOCATION TREE REMOVAL (TREE SPADE) TREE REMOVAL (CUT AND REMOVE) TREE PLANTING PIT COVER PRUNING AND TRIMMING (EXISTING TREES) TREE PROTECTION (BATTERBOARD) TREE PROTECTION (TRENCHING) GRD COVER(SEED,BARE ROOT MATL,PROPAGULE) GRD COVER (10" TO 18" HEIGHT OR SPREAD) SHRUBS (10" TO 18" HEIGHT OR SPREAD) SHRUBS (19" TO 7' HEIGHT OR SPREAD) SHRUBS(15 GAL- 8' TO 20' HT OR CLR TRNK) 60 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0583 1 0583 2 0583 3 0583 4 0583 5 0584 3 0584 4 0584 5 0585 2 0585 3 0585 4 0589 1 0590 70 0604 1 11 0604 1 12 0604 1 22 0604 2 11 0604 2 16 0604 2 23 0604 2 24 0604 2 26 0604 2 36 0604 2 46 0604 2 56 0604 2 65 0604 2 66 0604 2 76 0604 2 86 0604 2 88 0604 2043 0604 2063 0604 2116 0604 2136 0604 2165 0604 2176 No. of Conts 22 Weighted Average $78,387.56 Total Amount $1,802,913.88 Total Quantity 23.000 Unit Meas Obs? Description PL PL PL PL PL PL PL PL PL PL PL LS LS LO LO LO PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TREE (SEEDLINGS) TREE (10" TO 18" HEIGHT OR SPREAD) TREE (19" TO 7' HEIGHT OR SPREAD) TREE (8' TO 20' HEIGHT OR CLEAR TRUNK) TREE (21' OR MORE HEIGHT OR CLEAR TRUNK) PALMS SGL TRNK(19" TO 7' HT OR SPREAD) PALMS SGL TRNK(8'-20' HT. OR CLR TRNK) PALMS SGL TRNK(21' OR MORE HT OR CLR TR) PALMS CLUMP TYP(10" TO 18" HT OR SPREAD) PALMS CLUMP TYP(19" TO 7' HT OR SPREAD) PALMS CLUMP TYP(8'-20' HT. OR CLR TRNK) LANDSCAPE ESTABLISHMENT AND MAINTENANCE IRRIGATION SYSTEM DATA COLECT(INTERSECT)(TURNING MOVEMENT) DATA COLLECTION (INTERSECTION)(APPROACH) DATA COLLECTION (MID-BLOCK)(APPROACH) ANAL&DOC( 1 INTERSECT)(1 TIMING PATERNS) ANAL&DOC( 1 INTERSECT)(6 TIMING PATERNS) ANAL&DOC( 2 INTERSECT)(3 TIMING PATERNS) ANAL&DOC( 2 INTERSECT)(4 TIMING PATERNS) ANAL&DOC( 2 INTERSECT)(6 TIMING PATERNS) ANAL&DOC( 3 INTERSECT)(6 TIMING PATERNS) ANAL&DOC( 4 INTERSECT)(6 TIMING PATERNS) ANAL&DOC( 5 INTERSECT)(6 TIMING PATERNS) ANAL&DOC( 6 INTERSECT)(5 TIMING PATERNS) ANAL&DOC( 6 INTERSECT)(6 TIMING PATERNS) ANAL&DOC( 7 INTERSECT)(6 TIMING PATERNS) ANAL&DOC( 8 INTERSECT)(6 TIMING PATERNS) ANAL&DOC( 8 INTERSECT)(8 TIMING PATERNS) ANAL&DOC( 4 INTERSECT)(3 TIMING PATERNS) ANAL&DOC( 6 INTERSECT)(3 TIMING PATERNS) ANAL&DOC(11 INTERSECT)(6 TIMING PATERNS) ANAL&DOC(13 INTERSECT)(6 TIMING PATERNS) ANAL&DOC(16 INTERSECT)(5 TIMING PATERNS) ANAL&DOC(17 INTERSECT)(6 TIMING PATERNS) 61 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0604 0604 0604 0604 0604 0604 0604 0604 0604 0630 0630 0630 0630 0630 0630 0630 0630 0630 0630 0630 0630 0630 0630 0632 0632 0632 0632 0632 0632 0632 0632 0632 0632 0632 0632 2286 3 1 3 2 3 3 4 5 3 5 5 5 6 5 8 1 11 1 12 1 13 1 14 1 15 1 21 1 22 1 23 1 24 1 31 1 32 1 33 1 34 1 35 6 1 6 2 6 3 6 4 7 1 7 2 7 3 7 4 8111 8112 8131 8132 No. of Conts Weighted Average Total Amount Total Quantity 1 $600.00 $1,800.00 3.000 24 113 74 30 10 $20.05 $4.47 $16.11 $16.46 $24.07 $126,004.59 $5,137,339.15 $3,045,347.60 $517,574.80 $947,657.40 6,285.000 1,150,444.200 189,064.000 31,452.900 39,370.000 2 $1.40 $9,717.80 6,923.000 1 $7.30 $37,952.70 5,199.000 11 $4.76 $42,582.38 8,947.000 93 $3,624.75 $1,304,909.80 360.000 1 1 3 1 2 $2,000.00 $3.00 $2.10 $2.00 $8.67 $8,000.00 $2,034.00 $42,432.25 $510.00 $520.00 4.000 678.000 20,204.000 255.000 60.000 Unit Meas Obs? Description PA PI PI PI PI PA PA PA PA LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF PI PI PI PI LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y ANAL&DOC(28 INTERSECT)(6 TIMING PATERNS) TIMING IMPLEMENTATION (CONTROLLER) TIMING IMPL (CONTROLLER & COORD UNIT) TIMING IMPL (MASTER CLOCK UNIT) INTERSECTION ANALYSIS & DOCUMENTATION ARTERIAL ANALYSIS & DOC(3 TIME PATERNS) ARTERIAL ANALYSIS & DOC(5 TIME PATERNS) ARTERIAL ANALYSIS & DOC(6 TIME PATERNS) ARTERIAL ANALYSIS & DOC(8 TIME PATERNS) CONDUIT (FURNISH & INSTALL)(ABOVEGROUND) CONDUIT (FURNISH & INSTALL)(UNDERGROUND) CONDUIT (FURNISH & INSTALL)(UNDER PAVT) CONDUIT (FURNISH & INSTALL)(UG - JACKED) CONDUIT (FURNISH & INSTALL)(BRIDGE MNT) CONDUIT (FURNISH) (ABOVEGROUND) CONDUIT (FURNISH) (UNDERGROUND) CONDUIT (FURNISH) (UNDER PAVEMENT) CONDUIT (FURNISH) (UNDERGROUND JACKED) CONDUIT (INSTALL) (ABOVEGROUND) CONDUIT (INSTALL) (UNDERGROUND) CONDUIT (INSTALL) (UNDER PAVEMENT) CONDUIT (INSTALL) (UNDERGROUND) CONDUIT (INSTALL) (BRIDGE MOUNNT) CABLE (SIGNAL) (FURNISH & INSTALL) CABLE (SIGNAL) (FURNISH) CABLE (INSTALL) CABLE (SIGNAL) (ADJUST) CABLE (SIGNAL) (FURNISH & INSTALL) CABLE (FURNISH) CABLE (INSTALL) CABLE (ADJUST) CABLE (INTERCONNECT)(F&I) (AERIAL) CABLE (INTERCONNECT)(F&I) (UNDER-GRND) CABLE (INTERCONNECT)(INS) (AERIAL) CABLE (INTERCONNECT)(INSTALL) (UG) 62 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0632 8142 0632 8211 0632 8212 0632 8221 0632 8222 0632 8231 0632 8232 0632 8311 0632 8312 0632 8332 0632 8411 0632 8412 0632 8431 0632 8432 0632 8511 0632 8512 0632 8532 0633111 1 0633111 2 0633111 3 0633111 4 0633112 1 0633113 1 0633113 2 0633121 1 0633121 2 0633121 3 0633121 4 0633121 5 0633122 1 0633122 2 0633123 1 0633123 2 0633123 3 0633131 1 No. of Conts Weighted Average Total Amount Total Quantity 2 23 $16.00 $2.30 $2,400.00 $203,432.29 150.000 88,367.000 1 1 $2.81 $3.80 $106.78 $1,166.60 38.000 307.000 4 $7.37 $296,052.45 40,161.000 1 $11.00 $220.00 20.000 1 $2.80 $952.00 340.000 1 $26.51 $6,362.40 240.000 1 12 1 3 $4.17 $3.45 $2.00 $5.26 $76,002.42 $525,142.01 $6,040.00 $269,740.63 18,226.000 152,260.000 3,020.000 51,305.000 4 1 $7.77 $3.30 $123,373.45 $36,346.20 15,871.000 11,014.000 4 1 1 $4.84 $4.35 $1.25 $277,258.00 $8,478.15 $1,893.75 57,244.000 1,949.000 1,515.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CABLE (INTERCONNECT)(INSTALL) (UG) CABLE (ICONN)(F&I)( 1- 25 PR) (AERIAL) CABLE (ICONN)(F&I)( 1- 25 PR) (UG) CABLE (ICONN)(FUR)( 1- 25 PR)(AERIAL) CABLE (ICONN)(FUR)( 1- 25 PR) (UG) CABLE (ICONN)(INS)( 1- 25 PR) (AERIAL) CABLE (ICONN)(INS)( 1- 25 PR) (UG) CABLE (ICONN)(F&I)(26- 50 PR) (AERIAL) CABLE (ICONN)(F&I)(26- 50 PR) (UG) CAB (INTERCONNEDT)(INS)(26- 50 PR) (UG) CABLE (ICONN)(F&I)(51-100 PR) (AERIAL) CABLE (ICONN)(F&I)(51-100 PR) (UG) CABLE (ICONN)(INS)(51-100 PR) (AERIAL) CABLE (ICONN)(INS)(51-100 PR) (UG) CABLE (ICONN)(F&I)(101-150 PR) (AERIAL) CABLE (ICONN)(F&I)(101-150 PR)(UG) CABLE (ICONN)(INS)(101-150 PR)(UG) CAB FIB OPT(F&I)( 1- 25PR)(AERIAL)(SGL) CAB FIB OPT(F&I)(26- 50PR)(AERIAL)(SGL) CAB FIB OPT(F&I)( 51-100PR)(AERIAL)(SGL) CAB FIB OPT(F&I)(101-150PR)(AERIAL)(SGL) CAB FIB OPT(F&I,1- 25 PR,AERIAL,MULTI) CAB FIB OPT(F&I)(1- 25 PR)(AERIAL)(COMP) CAB FIB OPT(F&I,26- 50 PR,AERIAL,COMP) CAB FIB OPT(F&I)(1- 25 PR)(UG)(SGL MODE) CAB FIB OPT(F&I,26- 50 PR,UG,SGL MODE) CAB FIB OPT(F&I,51-100 PR,UG,SGL MODE) CAB FIB OPT(F&I)(101-150PR)(UNDRGD)(SGL) CAB FIB OPT(F&I,151-200 PR,UG,SGL MODE) CAB FIB OPT(F&I)(1- 25 PR)(UG)(MUL MODE) CAB FIB OPT(F&I)(26-50 PR)(UG)(MUL MODE) CABLE FIB OPT(F&I)( 1- 25 PR)(UG)(COMP) CABLE FIB OPT(F&I)(26- 50 PR)(UG)(COMP) CABLE FIB OPT(F&I)(51-100 PR)(UG)(COMP) CABLE FIB OPT(F&I)( 1- 25 PR)(DR)(SING) 63 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0633132 1 0633132 2 0633133 1 0633211 1 0633212 1 0633213 1 0633221 1 0633221 3 0633222 1 0633223 1 0633223 3 0633311 1 0633312 1 0633313 1 0633313 2 0633321 1 0633321 2 0633321 3 0633322 1 0633323 1 0633323 2 0634 4111 0634 4112 0634 4113 0634 4114 0634 4121 0634 4122 0634 4123 0634 4124 0634 4411 0634 4412 0634 4413 0634 5 1 0634 6 1 0634 6 2 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $5.00 $5.00 $850.00 $420.00 170.000 84.000 2 $3.76 $827.00 220.000 14 2 2 $1,529.63 $2,752.50 $3,375.50 $39,770.39 $11,010.00 $6,751.00 26.000 4.000 2.000 1 $1,930.00 $1,930.00 1.000 9 2 $26.77 $2.62 $7,361.90 $43,801.20 275.000 16,713.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF PI PI PI PI PI PI PI PI PI PI PI LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CAB FIB OPT(F&I)(1- 25 PR)(DR)(MUL MODE) CAB FIB OPT(F&I,26- 50 PR,DR,MUL MODE) CABLE FIBER OPTIC(F&I)(DR)(1-25)(COMP) CABLE FIB OPT(FUR)(1-25 PR)(AERIAL)(SGL) CAB FIB OPT(FUR,1- 25 PR,AERIAL,MULTI) CAB FIB OPT(FUR)(1- 25 PR)(AERIAL)(COMP) CAB FIB OPT(FUR)(1- 25 PR)(UG)(SGL MODE) CAB FIB OPT(FUR)51-100 PR(UG)(SGL MODE) CAB FIB OPT(FUR,1- 25 PR,UG,MULTI MODE) CABLE FIBER OPTIC(F)(1-25)(UNGRD)(COMP) CABLE FIB OPT F(51-100)(UNDRGD)(COMPOS) CAB FIB OPT(INS)(1- 25 PR)(AERIAL)(SING) CAB FIB OPT(INS,1- 25 PR,AER,MUL MODE) CAB FIB OPT(INS,1- 25 PR,AER,COMPOSITE) CAB FIB OPT(INS,26-50 FBR,AER,COMPOSITE) CABLE FIBER OPTIC(I)(1-25)(UNGRD)(SGL) CABLE FIBER OPTIC(INS)(26- 50)(UG)(SGL) CABLE FIBER OPTIC(INS)51-100(UNGRD)(SGL) CABLE FIBER OPTIC(I)(1-25)(UNGRD)(MULTI) CABLE FIB OPT(I)(1-25)(UNGRD)(COMPOS) CABLE FIB OPT(INS)(26-50)(UNGRD)(COMP) SPAN WIRE ASM(F&I,2 WIRE,PERPENDICULAR) SPAN WIRE ASM (F&I)(2 WIRE) (DIAGONAL) SPAN WIRE ASSEMBLY (F&I)(2 WIRE) (BOX) SPAN WIRE ASSEMBLY (F&I)(2 WIRE) (OTHER) SPAN WIRE ASM(F&I,3 WIRE,PERPENDICULAR) SPAN WIRE ASM (F&I)(3 WIRE) (DIAGONAL) SPAN WIRE ASSEMBLY (F&I)(3 WIRE)(BOX) SPAN WIRE ASSEMBLY (F&I)(3 WIRE) (OTHER) SPANWIREASM(ADJ)(2 WIRE) (PERPENDICULAR) SPAN WIRE ASM(ADJUST)(2 WIRE) (DIAGONAL) SPAN WIRE ASM(ADJUST)(2 WIRE) (BOX) FIBERGLASS INSULATOR (FURNISH & INSTALL) MESSENGER WIRE (FURNISH & INSTALL) MESSENGER WIRE (FURNISH) 64 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0634 7 0635 1 6 0635 1 11 0635 1 12 0635 1 13 0635 1 14 0635 1 15 0635 1 16 0635 1 21 0635 1 22 0635 1 23 0635 1 24 0635 1 25 0635 1 31 0635 1 32 0635 1 33 0635 1 34 0635 1 35 0639 1 11 0639 1 12 0639 1 13 0639 1 21 0639 1 22 0639 1 23 0639 2 1 0639 2 2 0639 2 3 0639 3 11 0639 3 12 0639 4 1 0639 4 2 0641 1 0641 11104 0641 11110 0641 11112 No. of Conts Weighted Average Total Amount Total Quantity 1 $1,000.00 $2,000.00 2.000 125 3 6 $399.73 $171.64 $310.66 $1,903,892.95 $1,888.00 $4,038.63 4,763.000 11.000 13.000 42 14 $822.19 $2,638.95 $971,003.33 $514,595.00 1,181.000 195.000 1 5 16 11 2 35 17 78 $1,803.00 $1,502.19 $1,249.76 $1,495.31 $1,100.00 $1,090.56 $1,145.36 $1.33 $12,621.00 $24,034.98 $67,487.13 $56,821.87 $3,300.00 $112,328.02 $64,139.90 $423,358.05 7.000 16.000 54.000 38.000 3.000 103.000 56.000 318,131.000 9 2 1 $353.87 $331.25 $5,427.80 $7,431.20 $1,325.00 $10,855.60 21.000 4.000 2.000 2 1 $703.33 $500.00 $4,220.00 $2,500.00 6.000 5.000 1 $500.00 $500.00 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA AS AS AS AS AS AS LF LF LF EA EA AS AS EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CABLE ADJUST PULL & JUNCTION BOXES (F&I) (SPECIAL) PULL & JUNCTION BOXES (F&I) (PULL BOX) PULL & JB (F&I) (AERIAL JUNCT BOX) PULL & JB (F&I)(MNT JUNCT BOX) PULL & JB (F&I)(TELEPH TERMN ASSM) PULL & JB (F&I) (FIBER OPTICS) PULL & JB (F&I) (SPECIAL) PULL & JUNCTION BOXES (FUR) (PULL BOX) PULL & JB (FUR) (AERIAL JUNC BOX) PULL & JB (FUR)(MNT JUNCT BOX PULL & JB (FUR) (TELEPH TERMN ASSM) PULL & JB (FUR) (FIBER OPTICS) PULL & JUNCTION BOXES (INS) (PULL BOX) PULL & JB (INS) (AERIAL JUNCT BOX) PULL & JB (INS)(MNT JUNCT BOX) PULL & JB (INS)(TEL TERMINAT ASSM) PULL & JB (INS) (FIBER OPTICS) ELECTRICAL POWER SERVICE (OVERHEAD) ELECTRICAL POWER SERVICE (OVERHEAD) ELECTRICAL POWER SERVICE (OVERHEAD) ELECTRICAL POWER SERVICE (UNDERGROUND) ELECTRICAL POWER SERVICE (UNDERGROUND) ELECTRICAL POWER SERVICE (UNDERGROUND) ELECTRICAL SERVICE WIRE ELECTRICAL SERVICE WIRE (FURNISH) ELECTRICAL SERVICE WIRE ELEC SERV DISCONNECT(F&I) (POLE MNT) ELEC SERV DISCONNECT(F&I) (CABINET) EMERGENCY GENERATOR (FURNISH & INSTALL) EMERGENCY GENERATOR (MODIFY) STRAIN POLES GUYING(CONCRETE) PREST CNC POLE(F&I) 4' TYP N-II,SVC POLE PREST CNC POLE(F&I,10' TYP N-II,SVC POLE PREST CNC POLE(F&I,12' TYP N-II,SVC POLE 65 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 11114 11116 11120 11124 11126 11128 11130 11132 11134 11136 11140 11158 11168 12110 12126 12128 12130 12132 12134 12135 12136 12138 12140 12150 13128 13130 13132 13134 13136 13138 13140 13142 13144 13146 13148 1 Weighted Average $4,060.00 Total Amount $12,180.00 Total Quantity 3.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST CNC POLE(F&I,14' TYP N-II,SVC POLE CNC POLE(F&I,16' TYP N-II,SVC POLE CNC POLE(F&I,20' TYP N-II,SVC POLE CNC POLE(F&I,24' TYP N-II,SVC POLE CNC POLE(F&I,26' TYP N-II,SVC POLE CNC POLE(F&I,28' TYP N-II,SVC POLE CNC POLE(F&I,30' TYP N-II,SVC POLE CNC POLE(F&I,32' TYP N-II,SVC POLE CNC POLE(F&I,34' TYP N-II,SVC POLE CNC POLE(F&I,36' TYP N-II,SVC POLE CNC POLE(F&I,40' TYP N-II,SVC POLE CNC POLE(F&I,58' TYP N-II,SVC POLE CNC POLE(F&I,68' TYP N-II,SVC POLE CNC POLE(F&I,10'TYP N-III,SVC POLE CNC POLE(F&I,26' TYP N-III,SVC POL CNC POLE(F&I,28' TYP N-III,SVC POL CNC POLE(F&I,30' TYP N-III,SVC POL CNC POLE(F&I,32' TYP N-III,SVC POL CNC POLE(F&I,34' TYP N-III,SVC POL CNC POLE(F&I,35' TYP N-III,SVC POL CNC POLE(F&I,36' TYP N-III,SVC POL CNC POLE(F&I,38' TYP N-III,SVC POL CNC POLE(F&I,40' TYP N-III,SVC POL CNC POLE(F&I,50' TYP N-III,SVC POL CONC POLE, F&I, 28', TYPE N-IV CONC POLE, F&I, 30', TYPE N-IV CONC POLE, F&I, 32', TYPE N-IV CONC POLE (F&I)(34' TYPE N-IV) CONC POLE (F&I)(36' TYPE N-IV) CONC POLE (F&I)(38' TYPE N-IV) CONC POLE (F&I)(40' TYPE N-IV) CONC POLE, F&I, 42', TYPE N-IV CONC POLE, F&I, 44', TYPE N-IV CONC POLE (F&I)(46' TYPE N-IV) CONC POLE (F&I)(48' TYPE N-IV) 66 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 13150 13152 13158 13160 13162 13164 13168 14132 14134 14136 14138 14140 14142 14144 14146 14148 14150 14152 14154 14156 14158 14160 14162 14166 14168 14170 15132 15134 15136 15138 15140 15142 15144 15146 15148 No. of Conts Weighted Average Total Amount Total Quantity 1 $5,000.00 $5,000.00 1.000 1 $3,940.00 $7,880.00 2.000 1 2 1 1 $7,000.00 $6,800.00 $7,500.00 $8,200.00 $7,000.00 $20,400.00 $7,500.00 $8,200.00 1.000 3.000 1.000 1.000 1 $7,700.00 $30,800.00 4.000 1 $4,500.00 $9,000.00 2.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST CONC POLE (F&I)(50' TYPE N-IV) CONC POLE, F&I, 52', TYPE N-IV CONC POLE (F&I)(58' TYPE N-IV) CNC POLE (F&I W/FDN)(60' TYP N-IV) CONC POLE, F&I, 62', TYPE N-IV CONC POLE, F&I, 64', TYPE N-IV CONC POLE, F&I, 68', TYPE N-IV CONC POLE (F&I)(32' TYPE N-V) CONC POLE (F&I)(34' TYPE N-V) CONC POLE (F&I)(36' TYPE N-V) CONC POLE (F&I)(38' TYPE N-V) CONC POLE (F&I)(40' TYPE N-V) CONC POLE (F&I)(42' TYPE N-V) CONC POLE (F&I)(44' TYPE N-V) CONC POLE (F&I)(46' TYPE N-V) CONC POLE (F&I)(48' TYPE N-V) CONC POLE (F&I)(50' TYPE N-V) CONC POLE (F&I)(52' TYPE N-V) CONC POLE (F&I)(54' TYPE N-V) CONC POLE (F&I)(56' TYPE N-V) CONC POLE (F&I)(58' TYPE N-V) CONC POLE (F&I)(60' TYPE N-V) CONC POLE (F&I)(62' TYPE N-V) CONC POLE , F&I, 66', TYPE N-V CONC POLE (F&I)(TYPE N-V)68' CONC POLE , F&I, 70', TYPE N-V CONC POLE (F&I)(32' TYPE N-VI) CONC POLE (F&I)(34' TYPE N-VI) CONC POLE (F&I)(36' TYPE N-VI) CONC POLE (F&I)(38' TYPE N-VI) CONC POLE (F&I)(40' TYPE N-VI) CONC POLE (F&I)(42' TYPE N-VI) CONC POLE (F&I)(44' TYPE N-VI) CONC POLE (F&I)(46' TYPE N-VI) CONC POLE (F&I)(48' TYPE N-VI) 67 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 15150 15152 15154 15156 15158 15160 15176 15178 15180 15198 16 16 16114 16126 16132 16134 16136 16138 16140 16142 16144 16146 16148 16150 16152 16154 16156 16158 16160 16162 16164 16170 16176 16180 17140 17144 No. of Conts Weighted Average Total Amount Total Quantity 1 1 1 $7,900.00 $8,300.00 $8,500.00 $7,900.00 $8,300.00 $8,500.00 1.000 1.000 1.000 1 $9,300.00 $9,300.00 1.000 1 1 $4,800.00 $6,100.00 $9,600.00 $12,200.00 2.000 2.000 4 2 2 2 1 $5,914.61 $8,385.00 $8,413.33 $6,900.00 $5,500.00 $35,487.66 $16,770.00 $25,240.00 $13,800.00 $5,500.00 6.000 2.000 3.000 2.000 1.000 1 1 1 $15,018.20 $18,235.80 $20,682.60 $120,145.60 $145,886.40 $82,730.40 8.000 8.000 4.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC POLE (F&I)(50' TYPE N-VI) POLE (F&I)(52' TYPE N-VI) POLE (F&I)(54' TYPE N-VI) POLE (F&I)(56' TYPE N-VI) POLE (F&I)(58' TYPE N-VI) POLE (F&I)(60' TYPE N-VI) POLE (F&I)(76' TYPE N-VI) POLE (F&I)(78' TYPE N-VI) POLE (F&I)(80' TYPE N-VI) POLE (F&I)(98' TYPE N-VI) POLE (F&I)(16' TYPE N-VII) POLE(F&I W/FND,TYP N-VII,14') POLE (F&I W/FND)(26' N-VII) POLE (F&I W/FND)(32' N-VII) POLE (F&I W/FND)(34' N-VII) POLE (F&I)(36' TYPE N-VII) POLE (F&I)(38' TYPE N-VII) POLE (F&I)(40' TYPE N-VII) POLE (F&I)(42' TYPE N-VII) POLE (F&I)(44' TYPE N-VII) POLE (F&I)(46' TYPE N-VII) POLE (F&I)(48' TYPE N-VII) POLE (F&I)(50' TYPE N-VII) POLE (F&I)(52' TYPE N-VII) POLE (F&I)(54' TYPE N-VII) POLE (F&I)(56' TYPE N-VII) POLE (F&I)(58' TYPE N-VII) POLE (F&I)(60' TYPE N-VII) POLE (F&I)(62' TYPE N-VII) POLE (F&I)(64' TYPE VII) POLE (F&I)(70' TYPE VII) POLE (F&I)(76' TYPE VII) POLE(F&I W/FND)(80' N-VII) POLE(F&I W/FDN)(40' N-VIII) POLE(F&I W/FDN)(44' N-VIII) 68 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 0641 17146 17148 17150 17152 17154 17156 17158 17160 18136 18138 18140 18142 18144 18146 18148 18150 18152 18154 18156 18158 18160 18162 18164 18172 18186 18190 30 41110 41112 41114 41126 41128 41130 41132 41136 Weighted Average Total Amount Total Quantity 1 1 $8,800.00 $5,555.00 $8,800.00 $11,110.00 1.000 2.000 2 $7,074.67 $21,224.00 3.000 30 $703.68 $37,998.76 54.000 1 $4,147.27 $4,147.27 1.000 3 $1,445.77 $37,590.00 26.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST CONC POLE F&I W/FDN (46' TYP VIII) CONC POLE F&I W/FDN (48' TYP VIII) CONC POLE F&I W/FDN (50' TYP VIII) CONC POLE F&I W/FDN (52' TYP VIII) CNC POLE(F&I W/FDN)(54'TYP N-VIII) CNC POLE(F&I W/FDN)(56'TYP N-VIII) CNC POLE(F&I W/FDN)(58'TYP N-VIII) CNC POLE(F&I W/FDN)(60'TYP N-VIII) CONC POLE (F&I)(36' SPE DESIGN) CONC POLE (F&I)(38' SPE DESIGN) CONC POLE (F&I)(40' SPE DESIGN) CONC POLE (F&I)(42' SPE DESIGN) CONC POLE (F&I)(44' SPE DESIGN) CONC POLE (F&I)(46' SPE DESIGN) CONC POLE (F&I)(48' SPE DESIGN) CONC POLE (F&I)(50' SPE DESIGN) CONC POLE (F&I)(52' SPE DESIGN) CONC POLE (F&I)(54' SPE DESIGN) CONC POLE (F&I)(56' SPE DESIGN) CONC POLE (F&I)(58' SPE DESIGN) CONC POLE (F&I)(60' SPE DESIGN) CONC POLE (F&I)(62' SPE DESIGN) CNC POLE(F&IW/FNDTN,SPE)(91D)64' CONC POLE (F&I)(72' SPE DESIGN) CONC POLE,F&I,86',SPL DESIGN CONC POLE,F&I,90',SPL DESIGN CONC POLE (INSTALL) CNC POLE(F&I,10' TYP N-II SERV POL CNC POLE(F&I,12' TYP N-II SERV POL CNC POLE(F&I,14' TYP N-II SERV POL CNC POLE(F&I,26' TYP N-II SERV POL CNC POLE(F&I,28' TYP N-II SERV POL CNC POLE(F&I,30' TYP N-II SERV POL CNC POLE(F&I,32' TYP N-II SERV POL CNC POLE(F&I,36' TYP N-II SERV POL 69 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0641 41140 0641 41150 0641 42112 0641 42120 0641 42130 0641 42132 0641 42144 0641 43140 0641 43152 0641 43156 0641 43162 0641 43166 0641 45140 0641 45144 0641 45146 0641 46146 0641 46148 0641 46150 0641 46152 0641 46156 0641 48136 0641 48150 0641 48160 0641 48170 0641 50 0643 1 0643125 0643130 0643135 0643140 0643145 0643150 0643160 0643340 0649 1000 No. of Conts Weighted Average Total Amount Total Quantity 1 $3,700.00 $3,700.00 1.000 1 $5,264.00 $5,264.00 1.000 2 $186.77 $4,482.46 24.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PREST CNC POLE(F&I)40' TYP N-II SERV POL PREST CNC POLE(F&I)50' TYP N-II SERV POL PREST CNC POLE (F&I/DB)(12')(N-III) PREST CNC POLE (F&I DIR-BUR-20' N-III) PREST CNC POLE (F&I)(30' TYP N-III SERV PREST CNC POLE(F&I)(32' TYP N-III SERV PREST CNC POLE(F&I)(44' TYP N-III SERV PREST CNC POLE(F&I-DB)(40' TYP N-IV) PREST CNC POLE(F&I)(52' TYP N-IV) PREST CNC POLE(F&I-DB)(56' TYP N-IV) PREST CNC POLE(F&I)(62' TYP N-IV) PREST CNC POLE(F&I)(66' TYP N-IV) PREST CNC POLE (F&I)(40' TYPE N-VI) PREST CNC POLE (F&I)(44' TYPE N-VI) PREST CNC POLE(F&I-DB(46' TYPE N-VI) PREST CNC POLE(F&I-DB(46' TYPE N-VII) PREST CNC POLE(F&I-DB(48' TYPE N-VII) PREST CNC POLE(F&I-DIR-BUR-50'TYP N-VII) PREST CNC POLE(F&I-DIR-BUR-52'TYP N-VII) PREST CONC POLE(F&I-DB(56' TYPE N-VII) PREST CNC POLE(F&I-DIR-BUR)(SPECIAL)36' PREST CNC POLE(F&I-DIR-BUR)(SPECIAL)50' PREST CNC POLE(F&I-DIR-BUR)(SPECIAL)60' PREST CNC POLE(F&I-DIR-BUR)(SPECIAL)70' PREST CONC POLE, INS, DIRECT BURIAL STRAIN POLES GUYING(WOOD) STRAIN POLE WOOD(F&I)(25') STRAIN POLE WOOD(F&I)(30') STRAIN POLE WOOD(F&I)(35') STRAIN POLE WOOD(F&I)(40') STRAIN POLE WOOD(F&I)(45') STRAIN POLE WOOD(F&I)(50') STRAIN POLE WOOD(F&I)(60') STRAIN POLE WOOD(INS)(40') STEEL STRAIN POLE(F&I)(SPECIAL)(NS) 70 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 1030 1036 1040 1044 1046 1146 1230 1232 1234 1236 1332 1336 1338 1340 1432 1434 1436 1438 1440 1442 1526 1534 1536 1538 1540 1632 1634 1636 1638 1640 1646 1732 1734 1736 1738 Weighted Average Total Amount Total Quantity 1 $12,250.00 $73,500.00 6.000 1 $19,794.00 $39,588.00 2.000 1 $22,181.91 $22,181.91 1.000 1 $22,952.37 $22,952.37 1.000 1 $21,511.00 $86,044.00 4.000 1 $16,516.00 $16,516.00 1.000 1 $18,817.00 $18,817.00 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN STRAIN POLE(F&I)(SPECIAL)(30') POLE(F&I)(SPECIAL)(36') POLE(F&I)(SPECIAL)(40') POLE(F&I)(SPECIAL)(44') POLE(F&I)(SPECIAL)(46') POLE(F&I)(NS-IV)(46') POLE(F&I)(NS-V)(30') POLE(F&I)(NS-V)(32') POLE(F&I)(NS-V)(34') POLE(F&I)(NS-V)(36') POLE(F&I)(NS-VI)(32') POLE(F&I)(NS-VI)(36') POLE(F&I)(NS-VI)(38') POLE(F&I)(NS-VI)(40') POLE(F&I)(NS-VII)(32') POLE(F&I)(NS-VII)(34') POLE(F&I)(NS-VII)(36') POLE(F&I)(NS-VII)(38') POLE(F&I)(NS-VII)(40') POLE(F&I)(NS-VII)(42') POLE(F&I)(NS-VIII)(26') POLE(F&I)(NS-VIII)(34') POLE(F&I)(NS-VIII)(36') POLE(F&I)(NS-VIII)(38') POLE(F&I)(NS-VIII)(40') POLE(F&I)(NS-IX)(32') POLE(F&I)(NS-IX)(34') POLE(F&I)(NS-IX)(36') POLE(F&I)(NS-IX)(38') POLE(F&I)(NS-IX)(40') POLE(F&I)(NS-IX)(46') POLE(F&I)(NS- X)(32') POLE(F&I)(NS- X)(34') POLE(F&I)(NS- X)(36') POLE(F&I)(NS- X)(38') 71 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0649 1746 0649 1748 0649 11001 0649 11002 0649 11003 0649 11004 0649 11110 0649411001 0649411002 0649411003 0649411004 0649411011 0649412001 0649412002 0649412003 0649413002 0649413003 0649413004 0649413011 0649414002 0649414003 0649414004 0649415003 0649415004 0649415005 0649415011 0649415203 0649416004 0649416006 0649416011 0649416604 0649416605 0649417003 0649417005 0649417006 No. of Conts Weighted Average Total Amount Total Quantity 1 $110,000.00 $330,000.00 3.000 7 $14,578.00 $174,936.04 12.000 19 $17,832.48 $624,136.74 35.000 20 $22,567.15 $1,308,894.62 58.000 18 $26,284.59 $1,051,383.62 40.000 1 $24,290.00 $24,290.00 1.000 10 $27,507.68 $522,646.00 19.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y STEEL STRAIN POLE(F&I)(NS- X)(46') STEEL STRAIN POLE(F&I)(NS- X)(48') STEEL MONOTUBE ASSEMBLY(F&I)SPECIAL STEEL MONOTUBE ASSEM(F&I)(SPECIAL 2) STEEL MONOTUBE ASSEM(F&I)(SPECIAL 3) STEEL MONOTUBE ASSEM(F&I)(SPECIAL 4) STEEL MONOTUBE ASSEMBLY(F&I)110' SPN M/ARM(F&I/HL)(1ST ARM B1)(2ND NONE)(Q1) M/ARM(F&I/HL)(1ST ARM B1)(2ND NONE)(Q2) M/ARM(F&I/HL)(1ST ARM B1)(2ND NONE)(Q3) M/ARM(F&I/HL)(1ST ARM B1)(2ND NONE)(Q4) M/ARM(F&I/HL)(1ST ARM B1)(2ND NONE)(SP) M/ARM(F&I/HL)(1ST(B2)2ND(0)POLE)(Q1) M/ARM(F&I/HL)(1ST(B2)2ND(0)POLE)(Q2) M/ARM(F&I/HL)(1ST ARM B2)(2ND NONE)(Q3) M/ARM(F&I/HL)(1ST(B3)(2ND(0)POLE(Q2) M/ARM(F&I/HL)(1ST(B3)(2ND(0)POLE(Q3) M/ARM(F&I/HL)(1ST(B3)(2ND(0)POLE(Q4) M/ARM(F&I/HL)(1ST(B3)(2ND(0)POLE(SPL) M/ARM(F&I/HL)(1ST(B4)2ND(0)POLE)(Q2) M/ARM(F&I/HL)(1ST(B4)2ND(0)POLE)(Q3) M/ARM(F&I/HL)(1ST(B4)2ND(0)POLE)(Q4) M/ARM(F&I/HL)(1ST(B5)2ND(0)POLE(Q3) M/ARM(F&I/HL)(1ST(B5)2ND(0)POLE(Q4) M/ARM(F&I/HL)(1ST(B5)2ND(0)POLE(Q5) M/ARM(F&I/HL)(1ST(B5)2ND(0)POLE(SPL) M/ARM(F&I/HL)(1ST(B5)2ND(B2)POLE(Q3) M/ARM(F&I/HL)(1ST(B6)2ND(0)POLE)(Q4) M/ARM(F&I/HL)(1ST(B6)2ND(0)POLE(Q6) M/ARM(F&I/HL)(1ST(B6)2ND(0)POLE(SPL) M/ARM(F&I/HL)(1ST(B6)2ND(B6)POLE)(Q4) M/ARM(F&I/HL)(1ST(B6)2ND(B6)POLE)(Q5) M/ARM(F&I/HL)(1ST(B7)2ND(0)POLE(Q3) M/ARM(F&I/HL)(1ST(B7)2ND(0)POLE(Q5) M/ARM(F&I/HL)(1ST(B7)2ND(0)POLE(Q6) 72 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0649417011 0649421101 0649422205 0649422303 0649423102 0649423103 0649423204 0649423305 0649423311 0649424105 0649424202 0649424205 0649424306 0649424403 0649425102 0649425111 0649425203 0649425211 0649425304 0649425311 0649425404 0649425504 0649426204 0649426404 0649426504 0649426605 0649427211 0649427304 0649427405 0649427411 0649427504 0649427511 0649427604 0649427605 0649427606 No. of Conts Weighted Average Total Amount Total Quantity 3 $19,181.49 $76,725.97 4.000 1 $32,317.00 $32,317.00 1.000 7 $29,808.91 $268,280.21 9.000 8 5 2 4 4 $35,634.46 $36,262.80 $21,004.50 $33,189.25 $35,801.10 $285,075.64 $362,628.00 $42,009.00 $132,757.00 $143,204.40 8.000 10.000 2.000 4.000 4.000 1 $38,000.00 $38,000.00 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y M/ARM(F&I/HL)(1ST(B7)2ND(0)POLE(SPL) M/ARM(F&I/HL)(1ST(B1)(2ND(B1)POLE(Q1) M/ARM(F&I/HL)(1ST(B2)(2ND(B2)POLE(Q5) M/ARM(F&I/HL)(1ST(B2)(2ND(B3)POLE(Q3) M/ARM(F&I/HL)(1ST(B3)(2ND(B1)POLE(Q2) M/ARM(F&I/HL)(1ST(B3)(2ND(B1)POLE(Q3) M/ARM(F&I/HL)(1ST(B3)(2ND(B2)POLE(Q4) M/ARM(F&I/HL)(1ST(B3)(2ND(B3)POLE(Q5) M/ARM(F&I/HL)(1ST(B3)(2ND(B3)POLE(SPL) M/ARM(F&I/HL)(1ST(B4)(2ND(B1)POLE(Q5) M/ARM(F&I/HL)(1ST(B4)(2ND(B2)POLE(Q2) M/ARM(F&I/HL)(1ST(B4)(2ND(B2)POLE(Q5) M/ARM(F&I/HL)(1ST(B4)(2ND(B3)POLE(Q6) M/ARM(F&I/HL)(1ST(B4)(2ND(B4)POLE(Q3) M/ARM(F&I/HL)(1ST(B5)(2ND(B1)POLE(Q2) M/ARM(F&I/HL)(1ST(B5)(2ND(B1)POLE(SPL) M/ARM(F&I/HL)(1ST(B5)(2ND(B2)POLE(Q3) M/ARM(F&I/HL)(1ST(B5)(2ND(B1)POLE(SPL) M/ARM(F&I/HL)(1ST(B5)(2ND(B3)POLE(Q4) M/ARM(F&I/HL)(1ST(B5)(2ND(B3)POLE(SPL) M/ARM(F&I/HL)(1ST(B5)(2ND(B4)POLE(Q4) M/ARM(F&I/HL)(1ST(B5)(2ND(B5)POLE(Q4) M/ARM(F&I/HL)(1ST(B6)(2ND(B2)POLE(Q4) M/ARM(F&I/HL)(1ST(B6)(2ND(B4)POLE(Q4) M/ARM(F&I/HL)(1ST(B6)(2ND(B5)POLE(Q4) M/ARM(F&I/HL)(1ST(B6)(2ND(B6)POLE(Q5) M/ARM(F&I/HL)(1ST(B7)(2ND(B2)POLE(SPL) M/ARM(F&I/HL)(1ST(B7)(2ND(B3)POLE(Q4) M/ARM(F&I/HL)(1ST(B7)(2ND(B4)POLE(Q5) M/ARM(F&I/HL)(1ST(B7)(2ND(B4)POLE(SPL) M/ARM(F&I/HL)(1ST(B7)(2ND(B5)POLE(Q4) M/ARM(F&I/HL)(1ST(B7)(2ND(B5)POLE(SPL) M/ARM(F&I/HL)(1ST(B7)(2ND(B6)POLE(Q4) M/ARM(F&I/HL)(1ST(B7)(2ND(B6)POLE(Q5) M/ARM(F&I/HL)(1ST(B7)(2ND(B6)POLE(Q6) 73 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0649427611 0649431007 0649431008 0649433008 0649433009 0649434011 0649435003 0649435009 0649436010 0649440 0649441001 0649441101 0649445003 0649611001 0649613002 0649615003 0649616004 0649617006 0649626504 0649633011 0649640 0649711001 0649711002 0649711007 0649712001 0649712002 0649713002 0649713003 0649713011 0649714002 0649714004 0649715001 0649715003 0649715008 0649715009 No. of Conts Weighted Average Total Amount Total Quantity 1 $17,686.00 $17,686.00 1.000 1 $20,460.50 $20,460.50 1.000 3 2 17 $25,912.00 $27,399.33 $25,559.68 $103,648.00 $82,198.00 $1,508,020.99 4.000 3.000 59.000 1 1 1 $11,080.00 $12,250.00 $13,130.00 $11,080.00 $12,250.00 $52,520.00 1.000 1.000 4.000 1 $16,060.00 $16,060.00 1.000 12 $10,973.26 $559,636.13 51.000 1 $12,000.00 $12,000.00 1.000 11 $12,540.73 $476,547.82 38.000 1 $13,010.00 $13,010.00 1.000 12 1 1 $16,734.33 $15,000.00 $20,000.00 $585,701.43 $15,000.00 $20,000.00 35.000 1.000 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y M/ARM(F&I/HL)(1ST(B7)(2ND(B6)POLE(SPL) M/ARM(F&I/HL)(1ST(B1)(2ND(0)POLE(Q21LUM) M/ARM(F&I/HL)(1ST(B1)(2ND(0)POLE(Q22LUM) M/ARM(F&I/HL)(1ST(B3)(2ND(0)POLE(Q22LUM) M/ARM(F&I/HL)(1ST(B3)(2ND(0)POLE(Q23LUM) M/ARM(F&I/HL)(1ST(B4)(2ND(0)POLE(SPL) M/ARM(F&I/HL)(1ST(B5)(2ND(0)POLE(Q3) M/ARM(F&I/HL)(1ST(B5)(2ND(0)POLE(Q23LUM) M/ARM(F&I/HL)(1ST(B6)(2ND(0)POLE(Q24LUM) M/ARM(F&I/HL) SPECIAL DESIGN M/ARM,F&I/HL,1ST-B1,2ND-0,POLE-Q1 M/ARM,F&I/HL,1ST-B1,2ND-B1,POLE-Q1 M/ARM(F&I/HL)(1ST(B5)(2ND(0)POLE(Q3) M/ARM(INS/HL)SGL ARM 1ST(B1)2ND(0)POL Q1 M/ARM(INS/HL)SGL ARM 1ST(B3)2ND(0)POL Q2 M/ARM(INS/HL)SGL ARM 1ST(B5)2ND(0)POL Q3 M/ARM(INS/HL)SGL ARM 1ST(B6)2ND(0)POL Q4 M/ARM(INS/HL)SGL ARM 1ST(B7)2ND(0)POL Q6 M/ARM(INS/HL)DBL ARM1ST(B6)2ND(B5)POL Q4 M/ARM(INS/HL)(1ST(B3)(2ND(0)POLE(SPL) M/ARM(INS/HL) SPECIAL DESIGN M/ARM(F&I/RL)(SI ARM W/OLUM)(C1)(NO)(R1) M/ARM(F&I/RL)(SI ARM W/OLUM)(C1)(NO)(R2) M/ARM(F&I/RL)(SI ARM W/OLUM)(C1)(NO)R21 M/ARM(F&I/RL)(SI ARM W/OLUM)(C2)(NO)(R1) M/ARM(F&I/RL)(SI ARM W/OLUM)(C2)(NO)(R2) M/ARM(F&I/RL)(SI ARM W/OLUM)(C3)(NO)(R2) M/ARM(F&I/RL)(SI ARM W/OLUM)(C3)(NO)(R3) M/ARM(F&I/RL)(SI ARM W/OLUM)(C3)(NO)SPL M/ARM(F&I/RL)(SI ARM W/OLUM)(C4)(NO)(R2) M/ARM(F&I/RL)(SI ARM W/OLUM)(C4)(NO)(R4) M/ARM(F&I/RL)(SI ARM W/OLUM)(C5)(NO)(R1) M/ARM(F&I/RL)(SI ARM W/OLUM)(C5)(NO)(R3) M/ARM(F&I/RL)(SI ARM W/OLUM)(C5)(NO)R22 M/ARM(F&I/RL)(SI ARM W/OLUM)(C5)(NO)R23 74 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0649715011 0649715404 0649715504 0649716003 0649716004 0649717006 0649721001 0649721002 0649721101 0649723102 0649724205 0649724306 0649724403 0649724504 0649725203 0649725404 0649725504 0649726204 0649726404 0649726504 0649726605 0649731007 0649733008 0649735009 0649736010 0649740 0649741011 0649743011 0649745011 0649915003 0649921101 0649924403 0649926605 0650 51111 0650 51112 No. of Conts Weighted Average Total Amount Total Quantity 7 5 $19,086.96 $19,839.06 $209,956.57 $99,195.31 11.000 5.000 1 1 $10,850.00 $12,900.00 $32,550.00 $12,900.00 3.000 1.000 1 1 1 $21,178.20 $24,000.00 $23,301.00 $21,178.20 $24,000.00 $23,301.00 1.000 1.000 1.000 1 $23,869.62 $23,869.62 1.000 2 1 1 1 9 $12,147.46 $17,000.00 $22,000.00 $25,000.00 $21,077.54 $72,884.78 $204,000.00 $110,000.00 $25,000.00 $1,285,730.00 6.000 12.000 5.000 1.000 61.000 1 $14,250.00 $99,750.00 7.000 8 $520.34 $11,967.72 23.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y M/ARM(F&I/RL)(SI ARM W/OLUM)(C5)(NO)SPL M/ARM(F&I/RL)(SI ARM W/OLUM)(C5)(C4)(R4) M/ARM(F&I/RL)(SI ARM W/OLUM)(C5)(C5)(R4) M/ARM(F&I/RL)(SI ARM W/OLUM)(C6)(NO)(R3) M/ARM(F&I/RL)(SI ARM W/OLUM)(C6)(NO)(R4) M/ARM(F&I/RL)(SI ARM W/OLUM)(C7)(NO)(R6) M/ARM(F&I/RL)DBL ARM W/OLUM(C1)(NO)(R1) M/ARM(F&I/RL)DBL ARM W/OLUM(C1)(NO)(R2) M/ARM(F&I/RL)(DB ARM W/OLUM)(C1)(C1)(R1) M/ARM(F&I/RL)(DB ARM W/OLUM)(C3)(C1)(R2) M/ARM(F&I/RL)(DB ARM W/OLUM)(C4)(C2)(R5) M/ARM(F&I/RL)(DB ARM W/OLUM)(C4)(C3)(R6) M/ARM(F&I/RL)(DB ARM W/OLUM)(C4)(C4)(R3) M/ARM(F&I/RL)(DB ARM W/OLUM)(C4)(C5)(R4) M/ARM(F&I/RL)(DB ARM W/OLUM)(C5)(C2)(R3) M/ARM(F&I/RL)(DB ARM W/OLUM)(C5)(C4)(R4) M/ARM(F&I/RL)(DB ARM W/OLUM)(C5)(C5)(R4) M/ARM(F&I/RL)(DB ARM W/OLUM)(C6)(C2)(R4) M/ARM(F&I/RL)(DB ARM W/OLUM)(C6)(C4)(R4) M/ARM(F&I/RL)(DB ARM W/OLUM)(C6)(C5)(R4) M/ARM(F&I/RL)(DB ARM W/OLUM)(C6)(C6)(R5) M/ARM(F&I/RL)(SGL ARM W/LUM)(C1)(0)(R21) M/ARM(F&I/RL)(SGL ARM W/LUM)(C3)(0)(R22) M/ARM(F&I/RL)(SGL ARM W/LUM)(C5)(0)(R23) M/ARM(F&I/RL)1ST(C6)2ND(0)POLE(R24LUM) M/ARM(F&I/RL) SPECIAL DESIGN M/ARM(F&I/RL)(SPECIAL)C1(Q1)SPECIAL M/ARM(F&I/RL)(SPECIAL)C3(Q1)SPECIAL M/ARM(F&I/RL)(SPECIAL)C5(Q1)SPECIAL M/ARM(INS/RL)SGL ARM W/OLUM(C5)(0)(R3) M/ARM(INS/RL)DBL ARM W/OLUM(C1)(C1)(R1) M/ARM(INS/RL)DBL ARM W/OLUM(C4)(C4)(R3) M/ARM(INS/RL)DBL ARM W/OLUM(C6)(C6)(R5) SIGNAL TRAFFIC(F&I)(1 SECT 1 WAY)(STD) SIGNAL TRAFFIC(F&I)(1 SECT 1 WAY)(LT WT) 75 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 0650 51113 51121 51123 51131 51132 51133 51141 51143 51211 51213 51311 51312 51313 51321 51322 51323 51331 51332 51333 51341 51343 51411 51413 51422 51423 51511 51512 51513 51521 51522 51523 52131 52133 52231 52232 No. of Conts Weighted Average Total Amount Total Quantity 5 1 1 $414.70 $650.00 $1,200.00 $8,293.92 $1,300.00 $2,400.00 20.000 2.000 2.000 1 $2,100.00 $2,100.00 1.000 41 4 36 6 1 3 $700.89 $837.15 $779.74 $1,448.82 $1,795.00 $1,528.33 $646,924.88 $49,392.00 $465,505.14 $15,937.00 $5,385.00 $13,755.00 923.000 59.000 597.000 11.000 3.000 9.000 9 1 $891.22 $870.00 $16,041.96 $870.00 18.000 1.000 26 $1,045.04 $175,566.17 168.000 23 $1,223.04 $118,634.70 97.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL TRAFFIC(F&I)(1SECT 1WAY)(SPECIAL) TRAFFIC(F&I)(1 SECT 2 WAY)(STD) TRAFFIC(F&I)(1 SECT 2 WAY)(LED) TRAFFIC(F&I)(1 SECT 3 WAY)(STD) TRAFFIC(F&I)(1 SECT 3 WAY)(LT WT) TRAFFIC(F&I)(1 SECT 3 WAY)SPECIAL TRAFFIC(F&I)(1 SECT 4 WAY)(STD) TRAFFIC(F&I)(1 SECT 4 WAY)(LED) TRAFFIC(F&I)(2 SECT 1 WAY)(STD) TRAFFIC(F&I)(2 SECT 1 WAY)SPECIAL TRAFFIC(F&I)(3 SECT 1 WAY)(STD) TRAFFIC(F&I)(3 SECT 1 WAY)(LW) TRAF(F&I)(3 SECT 1 WY)(SPECIAL) TRAFFIC(F&I)(3 SECT 2 WAY)(STD) TRAFFIC(F&I)(3 SECT 2 WAY)(LW) TRAF(F&I)(3 SECT 2 WY)(SPECIAL) TRAFFIC(F&I)(3 SECT 3 WAY)(STD) TRAFFIC(F&I)(3 SECT 3 WAY)(LW) TRAFFIC(F&I)(3 SECT 3 WAY)(SP) TRAFFIC(F&I)(3 SECT 4 WAY)STD TRAFFIC(F&I)(3 SECT 4 WAY)SPL TRAFFIC(F&I)(4 SECT 1 WAY)(STD) TRAFFIC(F&I)(4 SECT 1 WAY)(SPL) TRAFFIC(F&I)(4 SECT 2 WAY)(LW) TRAFFIC(F&I)(4 SECT 2 WAY)SPL TRAFFIC(F&I)(5 SECT 1 WAY)(STD) TRAFFIC(F&I)(5 SECT 1 WAY)(LW) TRAF(F&I)(5 SECT 1 WAY)(SPL) TRAFFIC(F&I)(5 SECT 2 WAY)(STD) TRAFFIC(F&I)(5 SECT 2 WAY)(L W) TRAFFIC(F&I)(5 SECT 2 WAY)SPL TRAFFIC(FUR)(1 SECT 3 WAY)(STD) TRAFFIC(FUR)(1 SECT 3 WAY)(SPL) TRAFFIC(FUR)(2 SECT 3 WAY)(STD) TRAF(FUR)(2 SECT 3 WAY)(LIGHT WT) 76 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0650 52233 0650 53111 0650 53113 0650 53131 0650 53132 0650 53133 0650 53311 0650 53313 0650 53321 0650 53323 0650 53511 0650 53513 0650 54111 0650 54113 0650 54121 0650 54123 0650 54141 0650 54143 0650 54311 0650 54312 0650 54313 0650 54321 0650 54323 0650 54511 0650 54513 0653111 0653112 0653113 0653121 0653122 0653131 0653141 0653142 0653151 0653171 No. of Conts Weighted Average Total Amount Total Quantity 1 $225.00 $1,350.00 6.000 3 $598.08 $7,775.00 13.000 1 1 $250.00 $400.00 $250.00 $400.00 1.000 1.000 9 $648.62 $122,589.28 189.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SIGNAL TRAFFIC(FUR)(2 SECT 3 WAY)(SPL) SIGNAL TRAFFIC(INS)(1SECT1WAY(STD) SIGNAL TRAFFIC(INS)(1SECT1WAY(SPL) SIGNAL TRAFFIC(INS)(1 SECT 3 WAY)(STD) SIGNAL TRAF(INS) (1 SECT 3 WY)(LIGHT WT) SIGNAL TRAF(INS) (1 SECT 3 WAY)(SPECIAL) SIGNAL TRAFFIC(INS)(3SECT1WAY(STD) SIGNAL TRAFFIC(INS)(3SECT1WAY(SPC) SIGNAL TRAFFIC(INS)(3SECT2WAY(STD) SIGNAL TRAFFIC(INS)(3SECT2WAY(SPL) SIGNAL TRAFFIC(INS)(5SECT1WAY(STD) SIGNAL TRAFFIC(INS)(5SECT1WAY(SPL) SIGNAL TRAF(RELOCATE) (1 SECT 1 WY) STD SIGNAL TRAF(RELOCATE) (1 SECT 1 WAY) SPL SIGNAL TRAF(RELOCATE) (1 SECT 2 WY) STD SIGNAL TRAF(RELOCATE) (1 SECT 2 WAY) SPL SIGNAL TRAF(RELOCATE)(1 SECT 4 WAY) STD SIGNAL TRAF(RELOCATE) (1 SECT 4 WAY) SPL SIGNAL TRAF(RELOCATE) (3 SECT 1 WY) STD SIGNAL TRAF(RELOCATE) (3 SECT 1 WY)LW TRAF SIGNAL, REL, 3 SECT, 1 WAY, SPL SIGNAL TRAF(RELOCATE) (3 SECT 2 WY) STD SIGNAL TRAF(RELOCATE) (3 SECT 2 WAY) SPL SIGNAL TRAF(RELOCATE) (5 SECT 1 WY) STD SIGNAL TRAF(RELOCATE) (5 SECT 1 WY)SPL SIGNAL PEDESTRIAN (12" INCANDESCENT) SIGNAL PEDESTRIAN (12" INCANDESCENT) SIGNAL PEDESTRIAN (12" INCANDESCENT) SIGNAL PEDESTRIAN (12" FIBER OPTIC) SIGNAL PEDESTRIAN (12" FIBER OPTIC) SIGNAL PEDESTRIAN (OPTICALLY PROGRAMMED) SIGNAL PEDESTRIAN (NEON) SIGNAL PEDESTRIAN (NEON) SIGNAL PEDESTRIAN (9" INCANDESCENT) SIGNAL PED(NEON INT SYM LOW WATT)1 WAY 77 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0653172 0653173 0653181 0653182 0653183 0653191 0653192 0653211 0653212 0653281 0653311 0653312 0653341 0653342 0653371 0653372 0653381 0653391 0653392 0659101 0659102 0659103 0659104 0659106 0659107 0659108 0659109 0659110 0659111 0659112 0659113 0659114 0659115 0659116 0659118 No. of Conts Weighted Average Total Amount Total Quantity 1 $1,015.00 $5,075.00 5.000 61 41 $635.57 $1,196.39 $508,457.76 $216,545.69 800.000 181.000 1 $575.00 $575.00 1.000 1 $300.00 $300.00 1.000 48 2 $100.53 $124.33 $51,872.81 $746.00 516.000 6.000 40 52 13 12 2 6 $5.82 $728.86 $1,051.82 $718.81 $435.83 $83.22 $16,096.29 $278,425.64 $106,233.97 $25,877.00 $41,840.00 $1,914.04 2,768.000 382.000 101.000 36.000 96.000 23.000 1 $32.10 $481.50 15.000 19 $175.97 $10,734.47 61.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS EA AS AS EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGNL PEDESTRIAN (NEON INT SYM LOW WATT) SGNL PEDESTRIAN (NEON INT SYM LOW WATT) SGNL PED (F&I) (LED) (1 DIRECTION) SGNL PED (F&I) (LED) (2 DIRECTIONS) SGNL PED (F&I) (LED) (3 DIRECTIONS) SGNL PED (F&I)LED-COUNT DWN(1 DIRECTION) SGNL PED (F&I)LED-COUNT DWN(2 DIRECTION) SGNL PED(FUR)(12" INCANDESCENT)(1 DIR) SGNL PED(FUR)(12" INCANDESCENT)(2 DIR) SGNL PED (FUR) (LED) (1 DIRECTION) SGNL PEDESTRIAN (12" INCANDESCENT) SGNL PEDESTRIAN (12" INCANDESCENT) SGNL PEDESTRIAN (NEON) SGNL PEDESTRIAN(INS) (NEON) (2 DIR) SGNL PEDESTRIAN (NEON INT SYM LOW WATT) SGNL PED (INS)(NEON INT SYM LOW WATT) SIGNAL, PEDESTRIAN, INS, LED, 1 WAY SGNL PED (INS)LED-COUNT DWN(1 DIRECTION) SGNL PED (INS)LED-COUNT DWN(2 DIRECTION) SGNL HEAD AUXILIARIES (BACK PLT 3 SECT) SGNL HEAD AUXILIARIES (BACK PLT 4 SECT) SGNL HEAD AUXILIARIES (DISCN HANGER) SGNL HEAD AUX (SGNL LMPS 140 WATT MAX) SGNL HEAD AUXILIARIES (TUNNEL VISOR) SGNL HEAD AUXILIARIES (ALUMINUM PED) SGNL HEAD AUXILIARIES (STEEL PEDESTAL) SGNL HEAD AUXILIARIES (CONC PED TYP II) SGNL HEAD AUXILIARIES (LOUVERS) SGNL HEAD AUXILIARIES (BACK PLT, 1 SECT) SGNL HEAD AUX(MNT BRACKETS, 2-WY) SGNL HEAD AUX(MNT BRACKETS, 3-WY) SGNL HEAD AUX(MNT BRACKETS, 4-WY) SGNL HEAD AUXILIARIES (12" LENS) SGNL HEAD AUXILIARIES (F&I)( 8" LENS) SGNL HEAD AUX (BACK PLT 5 SECT CLU) 78 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0659119 0659120 0659301 0659303 0659306 0659307 0659308 0659310 0659312 0659313 0659318 0660 1101 0660 1102 0660 1103 0660 1104 0660 1105 0660 1106 0660 1107 0660 1108 0660 1109 0660 1110 0660 1111 0660 1112 0660 1201 0660 1209 0660 1301 0660 1302 0660 1303 0660 1309 0660 1311 0660 2101 0660 2102 0660 2103 0660 2104 0660 2105 No. of Conts Weighted Average Total Amount Total Quantity 11 $126.32 $57,225.20 453.000 1 $388.00 $776.00 2.000 9 11 13 12 3 4 1 $153.37 $169.26 $177.08 $218.04 $218.74 $231.62 $275.00 $12,729.88 $15,910.00 $33,821.97 $11,774.36 $7,437.00 $7,875.00 $2,475.00 83.000 94.000 191.000 54.000 34.000 34.000 9.000 32 14 2 1 $191.80 $149.93 $341.76 $450.00 $91,104.39 $114,995.64 $5,810.00 $1,350.00 475.000 767.000 17.000 3.000 39 55 1 $740.75 $589.28 $575.00 $451,117.22 $873,897.82 $33,350.00 609.000 1,483.000 58.000 1 $935.00 $14,960.00 16.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGNL SGNL SGNL SGNL SGNL SGNL SGNL SGNL SGNL SGNL SGNL LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP LOOP HEAD AUX(STROBE LI FOR RED IND) HEAD AUX(F&I)(LED MODULE) HEAD AUXILIARIES (BACK PLT, 3 SECT) HEAD AUX(DISCONNECT HANGER) HEAD AUXILIARIES (TUNNEL VISOR) HEAD AUXILIARIES (ALUMINUM PED) HEAD AUXILIARIES (STEEL PEDESTAL) HEAD AUXILIARIES(INS/LOUVERS) HEAD AUXILIARIES(INS/MNT BRC/2WY) HEAD AUXILIARIES(INS/MNT BRC/3WY) HEAD AUX (BACK PLT 5 SECT CLU) DETECTOR INDUCTIVE (F&I) (TYPE 1) DETECTOR INDUCTIVE, F&I, TYPE 2 DETECTOR INDUCTIVE (F&I) (TYPE 3) DETECTOR INDUCTIVE (F&I) (TYPE 4) DETECTOR INDUCTIVE (F&I) (TYPE 5) DETECTOR INDUCTIVE (F&I) (TYPE 6) DETECTOR INDUCTIVE (F&I) (TYPE 7) DETECTOR INDUCTIVE (F&I) (TYPE 8) DETECTOR INDUCTIVE (F&I) (TYPE 9) DETECTOR INDUCTIVE (F&I) (TYPE 10) DETECTOR INDUCTIVE (F&I) (TYPE 11) DETECTOR INDUCTIVE (F&I) (TYPE 12) DETECTOR INDUCTIVE (FURN) (TYP 1) DETECTOR INDUCTIVE (FURN) (TYP 9) DETECTOR INDUCTIVE (I) (TYP 1) DETECTOR INDUCTIVE (I) (TYP 2) DETECTOR INDUCTIVE (I) (TYP 3) DETECTOR INDUCTIVE (I) (TYP 9) DETECTOR INDUCTIVE (I) (TYP 11) ASSEMBLY (F&I) (TYPE A) ASSEMBLY (F&I) (TYPE B) ASSEMBLY (F&I) (TYPE C) ASSEMBLY (F&I) (TYPE D) ASSEMBLY (F&I) (TYPE E) 79 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0660 0660 0660 0660 0663 0663 0663 0663 0665 0665 0665 0665 0665 0665 0668 0668 0668 0668 0668 0668 0668 0668 0668 0668 0668 0670 0670 0670 0670 0670 0670 0670 0670 0670 0670 2106 2107 2108 2302 70 72 3 74 11 74 12 11 12 13 31 32 33 11 12 13 14 15 16 32 33 34 35 36 4 1 4 3 5110 5111 5112 5120 5121 5122 5130 5131 No. of Conts Weighted Average Total Amount Total Quantity 74 $760.00 $1,127,841.85 1,484.000 25 5 49 7 28 $5,589.12 $2,171.89 $145.05 $343.88 $146.17 $1,358,156.46 $58,641.00 $131,269.42 $13,755.00 $43,559.92 243.000 27.000 905.000 40.000 298.000 1 $1,550.00 $1,550.00 1.000 1 1 1 2 3 2 2 2 4 3 $2,374.86 $2,500.00 $9,694.00 $8,919.67 $1,308.52 $2,141.65 $1,065.67 $1,575.51 $1,811.16 $2,048.30 $2,374.86 $7,500.00 $19,388.00 $26,759.00 $85,054.10 $29,983.10 $29,838.70 $7,877.57 $63,390.70 $6,144.90 1.000 3.000 2.000 3.000 65.000 14.000 28.000 5.000 35.000 3.000 28 9 5 15 2 1 10 9 $16,198.20 $14,839.69 $14,684.54 $14,168.23 $16,000.00 $15,400.00 $16,910.44 $17,505.00 $809,910.18 $385,832.00 $73,422.69 $623,402.32 $48,000.00 $61,600.00 $642,596.63 $332,595.00 50.000 26.000 5.000 44.000 3.000 4.000 38.000 19.000 Unit Meas Obs? Description AS AS AS AS AS EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LOOP ASSEMBLY (F&I) (TYPE F) LOOP ASSEMBLY (F&I) (TYPE G) LOOP ASSEMBLY (F&I) (TYPE H) LOOP ASSEMBLY (INSTALL) (TYPE B) VEHICLE DETECTOR ASSEM (OPTICAL TYPE) VEH. DETECTOR SUPPORT APPARATUS SOFTWARE VEH DETECTOR ASSEM (F&I)(OPTICAL TYPE) VEH DETECTOR ASSEM (F&I)(INFRARED) DET PED(F&I)(DET STA POLE OR CAB MTD) DET PED (F&I)(DET STA WITH POST) DETECTOR PED (F&I)(DETECTOR W/SGN ONLY) DET PED(INS)(DET STA POLE OR CAB MTD) DET PED (INS)(DET STA WITH POST) DETECTOR PED (INS)(DETECTOR W/SGN ONLY) DET CABINET (F&I)(TYP I) (13"X10"X 6") DET CABINET (F&I)(TYP II) (27"X15"X12") DET CABINET (F&I)(TYP III)(32"X20"X14") DET CABINET (F&I)(TYP IV)(48"X29"X16") DET CABINET (F&I)(TYP V) (54"X38"X24") DET CABINET (F&I)(TYP VI)(74"X38"X24") DET CABINET (INS)(TYP II)(27"X15"X12") DET CABINET (INS)(TYP III)(32"X20"X14") DET CABINET (INS)(TYP IV)(48"X29"X16") DET CABINET (INS)(TYP V) (54"X38"X24") DET CABINET (INS)(TYP VI) (74"X38"X24") CNTRL ASSEM FLASHING BEACON (F & INSTAL) CNTRL ASSEM FLASHING BEACON (INSTALL) CNTL ASSEM ACT SS F&I NEMA PRE(NONE) CNTL ASSEM ACT SS F&I NEMA PRE(ONE) CNTL ASSEM ACT SS F&I NEMA PRE(TWO) CNTL ASSEM ACT SS F&I 170 PRE(NONE) CNTL ASSEM ACT SS F&I 170 PRE(ONE) CNTL ASSEM ACT SS F&I 170 PRE(TWO) CNTL ASSEM ACT SS F&I SPECIAL CNTL ASSEM ACT SS F&I SPEC PRE(ONE) 80 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0670 0670 0670 0670 0670 0670 0670 0670 0670 0670 0670 0670 0670 0670 0670 0670 0670 0670 0671 0671 0671 0671 0671 0671 0671 0671 0671 0671 0671 0678 0678 0678 0678 0678 0678 5132 5210 5230 5310 5311 5312 5320 5321 5322 5330 5410 5411 5412 5420 5421 5430 5431 5432 1 1 1 2 2 11 2 12 2 13 2 31 2 33 2 41 2 42 2 43 2 44 1103 1104 1105 1106 1107 1108 No. of Conts Weighted Average Total Amount Total Quantity 3 $19,817.00 $237,804.00 12.000 3 $7,512.24 $22,536.71 3.000 2 17 2 $6,192.00 $1,513.35 $2,150.00 $12,384.00 $89,287.48 $6,450.00 2.000 59.000 3.000 6 $604.38 $21,757.60 36.000 3 1 $6,727.04 $18,451.64 $53,816.30 $405,936.08 8.000 22.000 3 $977.19 $4,885.95 5.000 2 $62.00 $682.00 11.000 3 $521.30 $2,085.20 4.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CNTL ASSEM ACT SS(F&I)(SPECIAL)PRE(2) CNTL ASSEM ACT SS FURNISH NEMA PRE(NONE) CNTL ASSEM ACT SS FURNISH (SPECIAL) CNTL ASSEM ACT SS INS NEMA PRE(NONE) CNTL ASSEM ACT SS INS NEMA PRE(ONE) CNTL ASSEM ACT SS INS NEMA PRE(TWO) CNTL ASSEM ACT SS INS 170 PRE(NONE) CNTL ASSEM ACT SS INS 170 PRE(ONE) CNTL ASSEM ACT SS INS 170 PRE(TWO) CNTL ASSEM ACT SS (INS)(SPECIAL) CNTL ASSEM ACT SS MOD NEMA PRE(NONE) CNTL ASSEM ACT SS MOD NEMA PRE(ONE) CNTL ASSEM ACT SS(MOD) NEMA PRE(TWO) CNTL ASSEM ACT SS(MOD)TYPE 170 PRE(NONE) CNTL ASSEM ACT SS(MOD) TYPE 170 PRE(1) CNTL ASSEM ACT SS(MOD)(SPECIAL) PRE(0) CNTL ASSEM ACT SS(MOD)(SPECIAL) PRE(1) TRAF CNTL ASSEM,MODIFY, SPECIAL,2 PREEMP TRAFFIC CONTROLLER ASSEM (F&I) (NEMA) TRAFFIC CONTROLLER ASSEM (F&I) (170) TR CONTROL (F&I) (NEMA) TR CONTROL (F&I) (170) TR CONTROL (F&I) (SPECIAL) TR CONTROLLER (INS) (NEMA) TR CONTROLLER (INS) (SPECIAL) TRAFFIC CONTROLLER (MODIFY)(TYPE - NEMA) TRAFFIC CONTROLLER(MOD)(TYPE 170) TR CONTROL (MOD) (SPECIAL) TRAFFIC CONTROLLER, MODIFY, 2070 CNTRL ACCESS (F&I)TYP 12 CONFLICT MONT) CNTRL ACCESS (F&I)(LOAD SWITCH) CNTRL ACCESS (F&I)(TYPE 1 FLASHER) CNTRL ACCESS (F&I)(TYPE 3 FLASHER) CNTRL ACCESS (F&I) (TYPE 1 TIME SWITCH) CNTRL ACCESS (F&I) (TYPE 2 TIME SWITCH) 81 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0678 1109 0678 1110 0678 1111 0678 1112 0678 1310 0680101 0680103 0680104 0680105 0680106 0680107 0680108 0680109 0680110 0680111 0680113 0680114 0680115 0680116 0680211 0680214 0680215 0680310 0680311 0680315 0680410 0681101 0681102 0681103 0681104 0681105 0681108 0681111 0681305 0681311 No. of Conts Weighted Average Total Amount Total Quantity 5 $443.46 $8,425.80 19.000 1 $4,725.00 $4,725.00 1.000 2 $3,233.33 $9,700.00 3.000 1 2 $560.00 $2,998.13 $560.00 $53,966.28 1.000 18.000 1 $5,000.00 $5,000.00 1.000 2 $17,581.50 $35,163.00 2.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA LS LS LS LS LS LS LS LS LS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CNTRL ACCESS (F&I) (TYPE 3 TIME SWITCH) CNTRL ACCESS (F&I) (TYPE 4 TIME SWITCH) CNTRL ACCESS (F&I) (PWR REDUCT ASSEMBLY) CNTRL ACCESS (F&I) (MASTER CLOCK UNIT) CNTRL ACCESS (INS) (TYPE 4 TIME SWITCH) SYS CONTROL EQP (CPU) SYS CONTROL EQP (KEYBOARD PRINTER) SYS CONTROL EQP (LINE PRINTER) SYS CONTROL EQP (DISC MEMORY SYS) SYS CONTROL EQP (COMMUNICATIONS INTERFAC SYS CONTROL EQP (DISPL MAP INTERFACE) SYS CONTROL EQP (MAG TYPE SYSTEM) SYS CONTROL EQP (KEYBOARD CRT) SYS CONTROL EQP (CONTROL CONSOLE) SYS CONTROL EQP (ROADSIDE MASTER) SYS CONTROL EQP (CENTRAL MICROCOMP ASSM) SYS CONTROL EQP (CENTRAL MODEM CARD) SYS CNTL EQP(AUTODIAL/ANS EXT COM MODEM) SYS CNTL EQP(FIBER OPTIC, FSK MODEM) SYS CONTROL EQP(FUR/ROADSIDE MASTER) SYS CONTROL EQP(FUR)(CENTRAL MODEM CARD) SYS CONTROL EQP(FUR)(AUTODIAL/ANS) SYS CONTROL EQP(INS)(CONTROL CONSOLE) SYS CONTROL EQP(F&I) (RDSD MASTER) SYS CNTL(INS,AUTODIAL/ANS EXT COMM MODEM SYS CONTROL EQP (CONTROL CONSOLE) SYS SOFTWARE (CPU SOFTWARE) SYS SOFTWARE (F&I)(UTCS FORTRAN RTS) SYS SOFTWARE (F&I)(UTCS ASSEM LANG RTS) SYS SOFTWARE (DATA BASE) SYS SOFTWARE (CONTROL PATTERNS) SYS SOFTWARE (SCS OPERATING SOFTWARE) SYS SOFTWARE (TRAF CONTROL SYS SOFTWARE) SYS SOFTWARE (CONTROL PATTERNS) SYS SOFTWARE (TRAF CONTROL SYS SOFTWARE) 82 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0682101 0682102 0682103 0682203 0682401 0682402 0683101 0683102 0683103 0683104 0683106 0683107 0683108 0683207 0683301 0683304 0683307 0683403 0684 11 0684 12 0684 13 0684 14 0684 24 0684 31 0684 32 0684 34 0685102 0685103 0685104 0685105 0685106 0685107 0685108 0685109 0685110 No. of Conts Weighted Average Total Amount Total Quantity 1 $28,367.00 $28,367.00 1.000 4 $20,443.52 $81,774.08 4.000 1 $10,693.52 $10,693.52 1.000 3 2 $3.06 $1.14 $5,214.40 $10,214.10 1,703.000 8,931.000 8 $4.55 $1,619,110.70 355,964.000 2 $20.05 $7,620.00 380.000 15 2 $1,242.87 $3,200.00 $65,872.00 $9,600.00 53.000 3.000 2 $9,399.80 $37,599.21 4.000 Unit Meas Obs? Description EA EA EA EA EA EA LS LS LS LS LS LS LS LS LS LS LS LS LF LF LF LF LF LF LF LF EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SYSTEM DISPLAY (CRT DISPLAY) SYSTEM DISPLAY (PANEL BOARD MAP) SYSTEM DISPLAY (PROJECTED DISPLAY) SYSTEM DISPLAY (PROJECTED DISPLAY) SYSTEM DISPLAY (MODIFY)(CRT DISPLAY) SYSTEM DISPLAY (PANEL BOARD MAP) SYS COMMUNICATIONS(F&I)(FDM-FBR OPT) SYS COMMUNICATIONS(TDM) SYS COMMUNICATIONS(TDM HARDWARE) SYS COMMUNICATIONS(F&I)(TDM RADIO) SYS COMMUNICATIONS(CENTRAL SITE - RADIO) SYS COMMUNICATIONS(SYS COMMUNIC MODEMS) SYS COMMUNICATIONS(VOICE EQUIPMENT) SYS COMMUNICATIONS(SYS COMMUNIC MODEMS) SYS COMMUNICATIONS(INS)(FDM) SYS COMMUNICATIONS(INS)(TDM RADIO) SYS COMMUNICATIONS(SYS COMMUNIC MODEMS) SYS COMMUNICATIONS(MOD)(TDM HARDWARE) SYS COMMUNICATIONS(MULTI-PAIR CABLE) SYS COMMUNICATIONS(COAXIAL CABLE) SYS COMMUNICATIONS(LEADJACKCOAXIALCABLE) SYS COMMUNICATIONS(FIBER OPTIC CABLE) SYS COMMUNICATIONS(FIBER OPTIC CABLE) SYS COMMUNICATIONS(MULTI-PAIR CABLE) SYS COMMUNICATIONS(INS)COXIAL CABLE SYS COMMUNICATIONS(FIBER OPTIC CABLE) SYS AUX (MULTI-PLEX FIELD TRANS,WIRE) SYS AUX (MULTI-PLEX FIELD TRANS,RADIO) SYS AUX(F&I)(DATA ACCUMULATOR) SYS AUX(MASTER CLOCK UNIT) SYS AUX(UNINTERRUPTIBLE PWR SOURCE) SYS AUX(TEST EQUIPMENT) SYS AUX(EQP CABINET, TYP A) SYS AUX(F&I)EQP CABINET, TYP B) SYS AUX(EQP CABINET, TYP C) 83 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0685111 0685115 0685116 0685118 0685119 0685120 0685123 0685124 0685125 0685127 0685128 0685130 0685131 0685137 0685138 0685139 0685140 0685141 0685142 0685143 0685144 0685155 0685156 0685157 0685158 0685160 0685202 0685206 0685207 0685220 0685224 0685227 0685228 0685237 0685239 No. of Conts Weighted Average Total Amount Total Quantity 28 $1,880.80 $159,868.09 85.000 14 $1,399.57 $68,579.07 49.000 5 20 $274.89 $1,129.60 $2,474.05 $109,571.44 9.000 97.000 2 1 3 $14,829.55 $3,050.00 $3,004.61 $29,659.10 $3,050.00 $57,087.60 2.000 1.000 19.000 2 3 1 $1,920.00 $2,993.16 $8,000.00 $7,680.00 $14,965.80 $24,000.00 4.000 5.000 3.000 1 $850.00 $850.00 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS SYS AUX(EQP CABINET, TYP D) AUX(WEATHR INSTRUMENTATION) AUX(REMOTE SITE - RADIO) AUX(TELEMETRY TRANSMITTER) AUX(TELEMENTRY RECEIVER) AUX(TELEMETRY TRANSCEIVER) AUX(F&I)(3-8 PHASE FAA) AUX(UNIVERSAL ADAPTER) AUX(STANDBY SYS RELAY) AUX(TEL CONNECTION BOX) AUX(INTERFACE PANEL) AUX(WH IN MOTION SCALE ASSEM) AUX(STATIC SCALE ASSEMBLY) AUX(LINE AMPLIFIER) AUX(CCTV CAMERA ASSEMBLY) AUX(FIB OPT VID AMP-TRANS-REC) AUX(FIB OPT-MODUL/DEMODUL) AUX(FIB OPT-MULT/DEMULT) AUX(VID CENTRAL CNTL EQP) AUX(VIDEO MONITORS) AUX(F&I)(VID SYS SUPPTS EQP) AUX(FSK MODEM,INTERFACE PNL WAL) AUX(F&I(FSK MODEM,INTERFACE PNL) AUX(FSK MODEM,MULTIPLEXOR INTERFACE AUX(FSK MODEM,INTERFACE PNL RAC) AUX(MICROWAVE RADAR DET UNIT) AUX(MULTI-PLEX FIELD TRANS WIRE) AUX(FUR)(UNINTERRUPT PWR SOURCE) AUX(FURN)(TEST EQUIPMENT) AUX(TELEMETRY TRANSCEIVER) AUX(UNIVERSAL ADAPTER) AUX(FURN)(TEL CONNECT BOX) AUX(INTERFACE PANEL) AUX(FUR) (LINE AMPLIFIER) AUX(FUR)(FIB OPT VID AMP-TRANS-RCVR) 84 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0685240 0685241 0685242 0685243 0685244 0685306 0685308 0685320 0685324 0685325 0685327 0685328 0685330 0685333 0685337 0685338 0685339 0685340 0685342 0685344 0685360 0686101 0686102 0686103 0686104 0686105 0686301 0686302 0686304 0686305 0690 10 0690 20 0690 31 0690 32 0690 32 1 2 Weighted Average Total Amount Total Quantity 1 $1,600.00 $1,600.00 1.000 4 5 2 1 2 3 6 $788.79 $7,271.29 $1,766.67 $1,000.00 $12,500.00 $1,205.45 $3,117.21 $63,103.10 $225,410.00 $5,300.00 $1,000.00 $25,000.00 $26,520.00 $162,094.96 80.000 31.000 3.000 1.000 2.000 22.000 52.000 74 55 24 28 6 $52.31 $46.34 $173.51 $790.84 $1,045.49 $74,068.52 $31,554.95 $19,433.08 $134,443.14 $41,819.60 1,416.000 681.000 112.000 170.000 40.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SYS AUX(FUR)(FIB OPT-MODUL/DEMODUL) SYS AUX(FIB OPT-MULT/DEMULT) SYS AUX(FUR)(VID CENTRAL CNTL EQP) SYSTEM AUXILIARIES(FUR)(VIDEO MONITORS) SYS AUX(FUR)(VID SYS SUPPTS EQP) SYS AUX(INS)UNINTERRUPTABLE POWER SOURCE SYS AUX(INS)(EQPMNT CAB TYP A) SYS AUX(TELEMENTRY TRANSCEIVER) SYS AUX(UNIVERSAL ADAPTER) SYS AUX(STANDBY SYS RELAY) SYS AUX(INS)(TEL CONNECTION BOX) SYS AUX(INTERFACE PANEL) SYS AUX(WH IN MOTION SCALE ASSEMBLY) SYS AUX(INS)(RF DEMODULATOR) SYS AUX(LINE AMPLIFIER) SYS AUX(INS)(CCTV CAMERA ASSEMBLY) SYS AUX(INS)(FIB OPT VID AMP-TRANS-RCVR) SYS AUX(INS)(FIBR OPTIC-MODUL/DEMODUL) SYS AUX(INS)(VIDEO CENT CONTROL EQPT) SYS AUX(INS)(VID SYS SUPPTS EQPT) SYS AUX(INS)(MICROWAVE RADAR DETECTION) CLOSED CIRCUIT TV EQP (CAMERA ASSEMBLY) CLOSED CIRCUIT TV EQP (MONITOR) CLOSED CIRCUIT TV EQP (RECORDER) CLOSED CIRCUIT TV EQP (CENTRAL CONTROLS) CLOSED CIRCUIT TV EQP (CAMERA SUPPORT) CLOSED CKT TV EQP(INS)(CAMERA ASSEMBLY) CLOSED CKT TV EQP(INS)(MONITOR) CLOSED CKT TV EQP(INS)(CENTRAL CNTLS) CLOSED CKT TV EQP(INS)(CAMERA SUPPTS) SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL SIGNAL PEDESTRIAN ASSEMBLY REMOVAL SIGNAL PEDESTAL REMOVAL POLE REMOVAL(SHALLOW/DIRECT BURIAL) POLE REMOVAL(SHALLOW/BOLT ON ATTACH) 85 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0690 33 1 0690 33 2 0690 50 0690 50 1 0690 50 2 0690 60 0690 70 0690 80 0690 90 0690 91 0690100 0699 1 1 0699 1 21 0700 38 49 0700 38 59 0700 38 69 0700 38033 0700 38034 0700 38035 0700 38036 0700 38043 0700 38044 0700 38045 0700 38046 0700 38047 0700 38048 0700 38053 0700 38054 0700 38055 0700 38056 0700 38057 0700 38058 0700 38063 0700 38064 0700 38065 No. of Conts Weighted Average Total Amount Total Quantity 43 9 62 9 3 19 36 61 77 24 85 51 1 $144.97 $215.58 $364.29 $177.22 $98.15 $52.67 $35.53 $328.50 $532.74 $.75 $601.98 $1,599.18 $880.00 $791,122.00 $149,399.60 $63,385.89 $7,620.66 $3,435.14 $19,644.44 $19,473.14 $78,511.18 $124,660.89 $113,481.08 $178,184.91 $1,386,486.85 $14,080.00 5,457.000 693.000 174.000 43.000 35.000 373.000 548.000 239.000 234.000 151,095.000 296.000 867.000 16.000 Unit Meas Obs? Description LF LF EA EA EA EA EA EA PI LF PI EA EA AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y POLE REMOVAL (DEEP DIRECT BURIAL) POLE REMOVAL (DEEP BOLT ON ATTACH) CNTRL ASSEM REMOVE CNTRL ASSEM REM (CAB ASSM LESS FDN) CNTRL ASSEM REM (CONTROLLER UNIT) DETECTOR VEHICLE ASSEMBLY REMOVE DETECTOR PEDESTRIAN ASSEMBLY REMOVE SPAN WIRE ASSEMBLY REMOVE CONDUIT & CABLING REMOVE SIGNAL INTERCONNECT CABLE REMOVE SIGNAL EQUIPMENT MISCELLANOUS REMOVE SIGN, INTERNAL ILLUM(ST NAME) SIGN, INTERNAL ILLUM(INS)(ST NAME) SGN LT OH TR-MONTUB,TRUSS,61- 80,SPL SGN LT OH TR-MONTUB,TRUSS,81-100,SPL SGN LT OH TR-MONTUB,T 101-120,SPL SGN LT OH TR-MONTUB (T 41- 60,S201-300) SGN LT OH TR-MONTUB (T 41- 60,S301-400) SGN LT OH TR-MONTUB (T 41- 60,S401-500) SGN LT OH TR-MONTUB (T 41- 60,S501-600) SGN LT OH TR-MONTUB (T 61- 80,S201-300) SGN LT OH TR-MONTUB (T 61- 80,S301-400) SGN LT OH TR-MONTUB (T 61- 80,S401-500) SGN LT OH TR-MONTUB (T 61- 80,S501-600) SGN LT OH TR-MONTUB (T 61- 80,S601-700) SGN LT OH TR-MONTUB (T 61- 80,S OVER700) SGN LT OH TR-MONTUB (T 81-100,S201-300) SGN LT OH TR-MONTUB (T 81-100,S301-400) SGN LT OH TR-MONTUB (T 81-100,S401-500) SGN LT OH TR-MONTUB (T 81-100,S501-600) SGN LT OH TR-MONTUB (T 81-100,S601-700) SGN LT OH TR-MONTUB (T 81-100,S >700 SF) SGN LT OH TR-MONTUB (T 101-120,S201-300) SGN LT OH TR-MONTUB (T 101-120,S301-400) SGN LT OH TR-MONTUB (T 101-120,S401-500) 86 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 38066 38067 38068 38092 38094 38103 39 12 39 22 39 23 39 24 39 25 39 32 39 33 39 34 39 35 39 36 39 37 39 41 39 42 39 44 39 45 39 46 39 47 39 48 39 54 39 55 39 57 40 1 40 2 40 4 41 10 41 11 41 12 41 13 41 14 147 97 14 61 17 11 7 5 Weighted Average $238.61 $690.46 $1,324.48 $2,653.45 $4,630.57 $6,468.67 $8,290.69 $11,765.76 Total Amount $1,273,955.19 $1,099,899.49 $78,144.10 $888,905.66 $236,159.05 $168,185.38 $132,651.00 $58,828.80 Total Quantity 5,339.000 1,593.000 59.000 335.000 51.000 26.000 16.000 5.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGN LT OH TR-MONTUB (T 101-120,S501-600) SGN LT OH TR-MONTUB (T 101-120,S601-700) SGN LT OH TR-MONTUB(T 101-120,S OVER700) SGN LT OH TR-MONTUB (T 161-180,S101-200) SGN LT OH TR-MONTUB (T 161-180,S301-400) SGN LT OH TR-MONTUB (T 181-200,S201-300) SGN LTOH CLV-MONTUB(C 20 OR<,S 51-100) SGN LTOH CLV-MONTUB(C 21- 30,S 51-100) SGN LTOH CLV-MONTUB(C 21- 30,S 101-150) SGN LTOH CLV-MONTUB(C 21- 30,S151-200) SGN LTOH CLV-MONTUB(C 21- 30,S201-250) SGN LTOH CLV-MONTUB(C 31- 40,S 51-100) SGN LTOH CLV-MONTUB(C 31- 40,S101-150) SGN LTOH CLV-MONTUB(C 31- 40,S151-200) SGN LTOH CLV-MONTUB(C 31- 40,S201-250) SGN LTOH CLV-MONTUB(C 31- 40,S251-300) SGN LTOH CLV-MONTUB(C 31- 40,S OVER300) SGN LTOH CLV-MONTUB(C 41- 50,S 0- 50) SGN LTOH CLV-MONTUB(C 41- 50,S 51-100) SGN LTOH CLV-MONTUB(C41- 50,S151-200) SGN LTOH CLV-MONTUB(C41- 50,S201-250) SGN LTOH CLV-MONTUB(C 41- 50,S251-300) SGN LTOH CLV-MONTUB(C 41- 50, OVER 300) SGN LTOH CLV-MONTUB,C 41- 50,SPL SGN LTOH CLV-MONTUB(C 51- 60,S 151-200) SGN LTOH CLV-MONTUB(C 51- 60,S 201-250) SGN LTOH CLV-MONTUB(C 51- 60,S OVER300) SIGN SINGLE POST (LESS THAN 12) SIGN SINGLE POST (12 - 25) SIGN SINGLE POST (SPECIAL) SIGN MULTI POST (50 OR LESS) SIGN MULTI-POST ( 51-100) SIGN MULTI-POST (101 - 150 SF) SIGN MULTI POST (151 - 200) SIGN MULTI-POST (201 - 250 SF) 87 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 41 15 41 16 42011 42012 42013 42021 42022 42023 42026 42030 42031 42032 42033 42040 42041 42042 42043 42044 42045 42047 42050 42052 42053 42055 42060 42063 42065 42066 42068 42070 42073 42080 42083 42090 42092 No. of Conts Weighted Average Total Amount Total Quantity 2 2 $10,869.33 $15,908.00 $32,608.00 $79,540.00 3.000 5.000 1 $64,191.00 $128,382.00 2.000 3 $94,409.90 $849,689.10 9.000 3 $147,222.59 $441,667.76 3.000 1 $129,112.00 $129,112.00 1.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SIGN MULTI-POST (251 - 300 SF) SIGN MULTI POST (GREATER THAN 300 SF) SGN OVHD TR (T/ 20 OR <, S/ 100 OR LESS) SGN OVHD TR (T/ 20 OR <, S/ 101 TO 200) SGN OVHD TR (T/ 20 OR <, S/ 201 TO 300) SGN OVHD TR (T/21 TO 40, S/ 100 OR LESS) SGN OVHD TR (T/ 21 TO 40, S/ 101 TO 200) SGN OVHD TR (T/ 21 TO 40, S/ 201 TO 300) SGN OVHD TR (T/ 21 TO 40, S/ 501 TO 600) SGN OVHD TR (T/ 41 TO 60, S/ SPECIAL) SGN OVHD TR (T/ 41 TO 60, S/ 100 ORLESS) SGN OVHD TR (T/ 41 TO 60, S/ 101 TO 200) SGN OVHD TR (T/ 41 TO 60, S/ 201 TO 300) SIGN OVHD TR (T/ 61 TO 80, S/ SPECIAL) SGN OVHD TR (T/ 61 TO 80, S/ 100 ORLESS) SGN OVHD TR (T/ 61 TO 80, S/ 101 TO 200) SGN OVHD TR (T/ 61 TO 80, S/ 201 TO 300) SGN OVHD TR (T/ 61 TO 80, S/ 301 TO 400) SGN OVHD TR (T/ 61 TO 80, S/ 401 TO 500) SGN OVHD TR (T/ 61 TO 80, S/ 601 TO 700) SGN OVHD TR (T/ 81-100, S/ SPECIAL) SGN OVHD TR (T/ 81-100, S/ 101 TO 200) SGN OVHD TR (T/ 81-100, S/ 201 TO 300) SGN OVHD TR (T/ 81-100, S/ 401 TO 500) SGN OVHD TR (T/ 101-120, S/ SPECIAL) SGN OVHD TR (T/ 101-120, S/ 201 TO 300) SGN OVHD TR (T/101-120,S/401-500) SGN OVHD TR (T/101-120,S/501-600) SGN OVHD TR (T/ 101-120, S/ > 700) SGN OVHD TR (T/ 121 TO 140, S/ SPECIAL) SGN OVHD TR (T/ 121 TO 140, S/ 201TO300) SGN OVHD TR (T/ 141 TO 160,(SPECIAL) SGN OVHD TR (T/ 141 TO 160,(S201-300) SGN OVHD TR (T/ 161 TO 180, S/ SPECIAL) SGN OVHD TR (T/ 161 TO 180, S/ 101TO200) 88 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 42100 42105 42110 42118 42140 43 10 43 11 43 12 43 13 43 14 43 15 43 16 43 17 43 20 43 21 43 22 43 23 43 24 43 25 43 26 43 27 43 30 43 31 43 32 43 33 43 34 43 35 43 36 43 37 43 40 43 41 43 42 43 43 43 44 43 45 Weighted Average Total Amount Total Quantity 2 $11,564.90 $46,259.60 4.000 1 1 $23,690.00 $13,200.00 $23,690.00 $13,200.00 1.000 1.000 1 $30,678.00 $61,356.00 2.000 1 2 2 $38,020.00 $31,500.00 $33,217.50 $38,020.00 $63,000.00 $132,870.00 1.000 2.000 4.000 2 $97,912.83 $195,825.66 2.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD TR (T/ 181 TO 200, (SPECIAL) TR (T/ 181 TO 200, S/ 401TO500) TR (T/ 201 TO 220, (SPECIAL) TR (T/ 201 TO 220, S/ > 700) TR (T/ 261 TO 280, SPECIAL CTLVR (C 20 OR <,S/ SPECIAL) CTLVR (C 20 OR <,S/ 50 OR <) CTLVR (C 20 OR <,S/ 51 TO 100) CTLVR (C 20 OR <,S/ 101 TO 150) CTLVR (C 20 OR <,S/ 151 TO 200) CTLVR (C 20 OR <,S/ 201 TO 250) CTLVR (C 20 OR <,S/ 251 TO 300) CTLVR (C 20 OR <,S/ 301 OR >) CTLVR (C 21 TO 30,S/ SPECIAL) CTLVR (C 21 TO 30,S/ 50 OR <) CTLVR (C 21 TO 30,S/ 51 TO 100) CTLVR (C 21 TO 30,S/ 101 TO150) CTLVR (C 21 TO 30,S/ 151 TO200) CTLVR (C 21 TO 30,S/ 201 TO250) CTLVR (C 21 TO 30,S/ 251 TO300) CTLVR (C 21 TO 30,S/ 301 OR >) CTLVR (C 31 TO 40,S/ SPECIAL) CTLVR (C 31 TO 40,S/ 50 OR <) CTLVR (C 31 TO 40,S/ 51 TO 100) CTLVR (C 31 TO 40,S/ 101 TO150) CTLVR (C 31 TO 40,S/ 151 TO200) CTLVR (C 31 TO 40,S/ 201 TO250) CTLVR (C 31 TO 40,S/ 251 TO300) CTLVR (C 31 TO 40,S/ 301 OR >) CTLVR (C 41 TO 50,S/ SPECIAL) CTLVR (C 41 TO 50,S/ 50 OR <) CTLVR (C 41 TO 50,S/ 51 TO 100) CTLVR (C 41 TO 50,S/ 101 TO150) CTLVR (C 41 TO 50,S/ 151 TO200) CTLVR (C 41 TO 50,S/ 201 TO250) 89 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 43 46 43 47 43 50 43 51 43 52 43 53 43 54 43 55 43 56 43 57 43 60 43 61 43 62 43 63 43 65 43 66 43 67 43 71 43 73 43 84 44011 44013 44022 44023 44024 44025 44026 44027 44028 44031 44032 44033 44034 44035 44036 Weighted Average Total Amount Total Quantity 1 $50,000.00 $50,000.00 1.000 1 $45,000.00 $45,000.00 1.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D CTLVR CTLVR CTLVR CTLVR CTLVR CTLVR CTLVR CTLVR CTLVR CTLVR CTLVR CTLVR CTLVR CTLVR CTLVR CTLVR CTLVR CTLVR CTLVR CTLVR OH TR OH TR OH TR OH TR OH TR OH TR OH TR OH TR OH TR OH TR OH TR OH TR OH TR OH TR OH TR (C 41 TO 50,S/ 251 TO300) (C 41 TO 50,S/ 301 OR >) (C 51 TO 60,S/ SPECIAL) (C 51 TO 60,S/ 50 OR <) (C 51 TO 60,S/ 51 TO 100) (C 51 TO 60,S/ 101 TO150) (C 51 TO 60,S/ 151 TO200) (C 51 TO 60,S/ 201 TO250) (C 51 TO 60,S/ 251 TO300) (C 51 TO 60,S/ 301 OR >) (C 61 TO 70,S/ SPECIAL) (C 61 TO 70,S/ 50 OR <) (C 61 TO 70,S/ 51 TO 100) (C 61 TO 70,S/ 101 TO150) (C 61 TO 70,S/ 210 TO250) (C/ 61- 70,S/251-300) (C/ 61- 70,S/OVER300) (C 71 TO 80,S/ 50 OR <) (CANT 71 TO80,S101-150SF) (C 81 TO 90,S/ 151 TO200) (T 20 OR <,S 100 OR <) (T 20 OR <,S 201 TO 300) (T 21 TO 40,S 101 TO 200) (T 21 TO 40,S 201 TO 300) (T 21 TO 40,S 301 TO 400) (T 21 TO 40,S 401 TO 500) (T 21 TO 40,S 501 TO 600) (T 21 TO 40,S 601 TO 700) (T 21 TO 40,S 701 OR >) (T 41 TO 60,S 100 OR <) (T 41 TO 60,S 101 TO 200) (T 41 TO 60,S 201 TO 300) (T 41 TO 60,S 301 TO 400) (T 41 TO 60,S 401 TO 500) (T 41 TO 60,S 501 TO 600) 90 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 44037 44038 44041 44042 44043 44044 44045 44046 44047 44048 44051 44052 44053 44054 44055 44056 44057 44058 44061 44062 44063 44064 44065 44066 44067 44068 44072 44073 44074 44075 44076 44077 44078 44080 44082 Weighted Average Total Amount Total Quantity 3 $98,037.87 $392,151.49 4.000 2 1 1 $86,150.00 $73,400.00 $81,500.00 $172,300.00 $220,200.00 $407,500.00 2.000 3.000 5.000 1 $61,000.00 $61,000.00 1.000 1 $85,600.00 $85,600.00 1.000 1 $88,600.00 $265,800.00 3.000 1 $110,000.00 $110,000.00 1.000 2 $180,147.00 $360,294.00 2.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T (T 41 TO 60,S 601 TO 700) 41 TO 60,S 701 OR >) 61 TO 80,S 100 OR <) 61 TO 80,S 101 TO 200) 61 TO 80,S 201 TO 300) 61 TO 80,S 301 TO 400) 61 TO 80,S 401 TO 500) 61 TO 80,S 501 TO 600) 61 TO 80,S 601 TO 700) 61 TO 80,S 701 OR >) 81-100,S 100 OR <) 81-100,S 101 TO 200) 81-100,S 201 TO 300) 81-100,S 301 TO 400) 81-100,S 401 TO 500) 81-100,S 501 TO 600) 81-100,S 601 TO 700) 81-100,S 701 OR >) 101-120,S 100 OR <) 101-120,S 101 TO 200) 101-120,S 201 TO 300) 101-120,S 301 TO 400) 101-120,S 401 TO 500) 101-120,S 501 TO 600) 101-120,S 601 TO 700) 101-120,S 701 OR >) 121 TO 140,S 101TO200) 121 TO 140,S 201TO300) 121 TO 140,S 301TO400) 121 TO 140,S 401TO500) 121 TO 140,S 501TO600) 121 TO 140,S 601TO700) 121 TO 140,S 701 OR >) 141 TO 160)(SPECIAL) 141 TO 160,S 101TO200) 91 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 44083 44084 44085 44086 44087 44088 44092 44093 44094 44095 44096 44097 44098 44101 44102 44103 44104 44105 44106 44107 44108 44112 44113 44114 44115 44116 44117 44118 44124 44125 44126 44127 44128 45 11 45 12 No. of Conts Weighted Average Total Amount Total Quantity 1 $136,514.88 $136,514.88 1.000 1 1 $188,864.00 $130,000.00 $188,864.00 $130,000.00 1.000 1.000 1 $147,600.00 $147,600.00 1.000 2 1 $185,273.83 $135,000.00 $370,547.66 $405,000.00 2.000 3.000 1 $162,500.00 $162,500.00 1.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH TR (T 141 TO 160,S 201TO300) TR (T 141 TO 160,S 301TO400) TR (T 141 TO 160,S 401TO500) TR (T 141 TO 160,S 501TO600) TR (T 141 TO 160,S 601TO700) TR (T 141 TO 160,S 701 OR >) TR (T 161 TO 180,S 101TO200) TR (T 161 TO 180,S 201TO300) TR (T 161 TO 180,S 301TO400) TR (T 161 TO 180,S 401TO500) TR (T 161 TO 180,S 501TO600) TR (T 161 TO 180,S 601TO700) TR (T 161 TO 180,S 701 OR >) TR (T 181 TO 200,S 100 <) TR (T 181 TO 200,S 101TO200) TR (T 181 TO 200,S 201TO300) TR (T 181 TO 200,S 301TO400) TR (T 181 TO 200,S 401TO500) TR (T 181 TO 200,S 501TO600) TR (T 181 TO 200,S 601TO700) TR (T 181 TO 200,S 701 OR >) TR (T 201 TO 220,S 101TO200) TR (T 201 TO 220,S 201TO300) TR (T 201 TO 220,S 301TO400) TR (T 201 TO 220,S 401TO500) TR (T 201 TO 220,S 501TO600) TR (T 201 TO 220,S 601TO700) TR (T 201 TO 220,S 701 OR >) TR (T OVER 220,S 301 TO 400) TR (T OVER 220,S 401 TO 500) TR (T OVER 220,S 501 TO 600) TR (T OVER 220,S 601 TO 700) TR (T OVER 220,S OVER 700) CTLVR(C 20 OR <, S 50 OR <) CTLVR(C 20 OR <, S 51TO100) 92 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 13 14 15 16 17 21 22 23 24 25 26 27 30 31 32 33 34 35 36 37 40 41 42 43 44 45 46 47 51 52 53 54 55 56 57 No. of Conts Weighted Average Total Amount Total Quantity 1 $44,000.00 $88,000.00 2.000 2 2 3 2 1 $30,028.37 $31,141.96 $44,612.68 $51,184.08 $50,000.00 $90,085.10 $62,283.92 $133,838.04 $204,736.32 $50,000.00 3.000 2.000 3.000 4.000 1.000 1 $136,844.20 $136,844.20 1.000 1 3 5 2 1 1 1 $46,230.71 $43,008.82 $52,464.19 $56,500.00 $67,322.94 $55,000.00 $142,586.90 $46,230.71 $172,035.26 $314,785.16 $226,000.00 $67,322.94 $55,000.00 $142,586.90 1.000 4.000 6.000 4.000 1.000 1.000 1.000 4 5 4 3 $52,175.28 $60,712.11 $60,887.63 $64,389.80 $365,226.99 $485,696.90 $487,101.02 $257,559.20 7.000 8.000 8.000 4.000 2 2 1 2 $52,314.00 $64,538.40 $60,000.00 $69,120.30 $156,942.00 $193,615.21 $60,000.00 $207,360.89 3.000 3.000 1.000 3.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D LT'D OH CTLVR(C 20 OR <, S 101TO150) OH CTLVR(C 20 OR <, S 151TO200) OH CTLVR(C 20 OR <, S 201TO250) OH CTLVR(C 20 OR <, S 251TO300) OVHD CTLVR(C 20 OR <, S > 300 OH CTLVR(C 21 TO 30, S 50 OR <) OH CTLVR(C 21 TO 30, S 51TO100) OH CTLVR(C 21 TO 30, S101TO150) OH CTLVR(C 21 TO 30, S151TO200) OH CTLVR(C 21 TO 30, S201TO250) OH CTLVR(C 21 TO 30, S251TO300) OH CTLVR(C 21 TO 30, S 300OR >) OH CTLVR(C 31 TO 40, S SPECIAL) OH CTLVR(C 31 TO 40, S 50 OR <) OH CTLVR(C 31 TO 40, S 51TO100) OH CTLVR(C 31 TO 40, S101TO150) OH CTLVR(C 31 TO 40, S151TO200) OH CTLVR(C 31 TO 40, S201TO250) OH CTLVR(C 31 TO 40, S251TO300) OH CTLVR(C 31 TO 40, S300OR >) OH CTLVR(C 41 TO 50, S SPECIAL) OH CTLVR(C 41 TO 50, S 50 OR <) OH CTLVR(C 41 TO 50, S 51TO100) OH CTLVR(C 41 TO 50, S101TO150) OH CTLVR(C 41 TO 50, S151TO200) OH CTLVR(C 41 TO 50, S201TO250) OH CTLVR(C 41 TO 50, S251TO300) OH CTLVR(C 41 TO 50, SOVER300) OH CTLVR(C 51 TO 60, S 50 OR <) OH CTLVR(C 51 TO 60, S 51TO100) OH CTLVR(C 51 TO 60, S101TO150) OH CTLVR(C 51 TO 60, S151TO200) OH CTLVR(C 51 TO 60, S201TO250) OH CTLVR(C 51 TO 60, S251TO300) OH CTLVR(C 51 TO 60, S301OR >) 93 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 45 45 45 45 45 45 45 45 45 45 45 45 45 46 46 46 46 46 46 46 46 46 46 46 46 47 47 48 48 48 48 48 48 48 48 62 63 64 65 66 67 72 73 74 75 76 77 87 11 12 13 14 15 16 21 22 23 24 25 26 1 2 12 13 14 15 16 17 18 19 Weighted Average Total Amount Total Quantity 139 54 10 21 14 5 82 22 $25.84 $600.29 $4,021.11 $3,244.57 $417.66 $1,037.46 $142.64 $2,506.91 $136,394.08 $139,867.32 $88,464.39 $204,408.13 $26,312.50 $21,786.70 $67,753.70 $107,796.93 5,278.000 233.000 22.000 63.000 63.000 21.000 475.000 43.000 3 $23,626.33 $141,757.96 6.000 2 4 8 6 4 2 $10,201.00 $256.28 $3,714.67 $5,961.91 $9,031.96 $11,356.50 $81,608.00 $9,995.00 $44,576.00 $71,542.88 $63,223.71 $22,713.00 8.000 39.000 12.000 12.000 7.000 2.000 1 2 57 14 $17,500.00 $20,666.67 $331.38 $718.16 $17,500.00 $62,000.00 $197,504.09 $27,290.06 1.000 3.000 596.000 38.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGN LT'D OH CTLVR(C 61 TO 70, S 51TO100) SGN LT'D OH CTLVR(C 61 TO 70, S101TO150) SGN LT'D OH CTLVR(C 61 TO 70, S151TO200) SGN LT'D OH CTLVR(C 61 TO 70, S201TO250) SGN LT'D OH CTLVR(C 61 TO 70, S251TO300) SGN LT'D OH CTLVR(C 61 TO 70, S301OR >) SGN LT'D OH CTLVR(C 71 TO 80, S 51TO100) SGN LT'D OH CTLVR(C 71 TO 80, S101TO150) SGN LT'D OH CTLVR(C 71 TO 80, S151TO200) SGN LT'D OH CTLVR(C 71 TO 80, S201TO250) SGN LT'D OH CTLVR(C 71 TO 80, S251TO300) SGN LT'D OH CTLVR(C 71 TO 80, S301OR >) SGN LT'D OH CTLVR(C 81 TO 90, S301OR >) SIGN EXISTING (REMOVAL) (SINGLE POST) SIGN EXISTING (REMOVAL) (MULTI - POST) SIGN EXISTING (REMOVAL) (OVERHEAD TRUSS) SIGN EXISTING (REM)(OVERHEAD CANTILEVER) SIGN EXISTING (REMOVAL) (SPAN WIRE) SIGN EXISTING (REMOVAL) (BRIDGE MOUNTED) SIGN EXISTING (RELOCATE) (SINGLE POST) SIGN EXISTING (RELOCATE) (MULTI - POST) SIGN EXISTING (RELOCATE) (OVERHEAD TR) SIGN EXISTING (RELOCATE) (OH CANTILEVER) SIGN EXISTING (RELOCATE) (SPAN WIRE) SIGN EXISTING (RELOCATE)(BRIDGE MOUNTED) SGN INST EXIST BREAKWY SUPPTS SGL POST SGN INST EXIST BREAKWY SUPPTS MULTI POST SIGN PANELS (F & I) (101 - 200) SIGN PANELS (F & I) (201 - 300) SIGN PANELS (F & I) (301 - 400) SIGN PANELS (F & I) (401 - 500) SIGN PANELS (F & I) (501 - 600) SIGN PANELS (F & I) (601 - 700) SIGN PANELS (F & I) (15 OR <) SIGN PANELS (F & I) ( 16 - 100) 94 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 70 82 83 89 89 89 89 89 89 22 23 24 28 29 30 32 33 34 38 39 42 43 44 45 48 49 52 53 54 57 58 59 60 72 78 2 3 5 6 9 11 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $3,453.90 $3,453.90 $10,361.70 $3,453.90 3.000 1.000 3 1 2 2 3 4 1 $2,668.59 $3,600.00 $4,933.33 $968.75 $1,090.46 $363.96 $6,918.00 $32,023.10 $28,800.00 $14,800.00 $3,875.00 $5,452.30 $6,551.34 $13,836.00 12.000 8.000 3.000 4.000 5.000 18.000 2.000 24 3 8 4 2 $49.22 $170.57 $4,132.86 $4,635.77 $6,838.45 $14,027.00 $1,194.00 $206,642.82 $106,622.75 $13,676.90 285.000 7.000 50.000 23.000 2.000 11 9 45 $238.63 $1,280.84 $79.85 $29,113.27 $56,356.85 $60,764.42 122.000 44.000 761.000 6 1 2 1 $18,254.52 $10,500.00 $4,400.00 $2,000.00 $511,126.60 $31,500.00 $17,600.00 $2,000.00 28.000 3.000 4.000 1.000 4 $4,445.95 $97,810.84 22.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA AS AS AS EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SIGN PANELS (INSTALL) (101 - 200) SIGN PANELS (INSTALL) (201 - 300) SIGN PANELS (INSTALL) (301 - 400) SIGN PANELS (INSTALL) (15 OR <) SIGN PANELS (INSTALL) ( 16 - 100) SIGN PANELS (OVERLAY)(N/A) SIGN PANELS (OVERLAY) (101 - 200) SIGN PANELS (OVERLAY) (201 - 300) SIGN PANELS (OVERLAY) (301 - 400) SIGN PANELS (OVERLAY) (15 OR <) SIGN PANELS (OVERLAY) ( 16 - 100) SIGN PANELS (RELOCATE) (101 - 200) SIGN PANELS (RELOCATE) (201 - 300) SIGN PANELS (RELOCATE) (301 - 400) SIGN PANELS (RELOCATE) (401 - 500) SIGN PANELS (RELOCATE) (15 OR <) SIGN PANELS (RELOCATE) ( 16 - 100) SIGN PANELS (REPLACE) (101 - 200) SIGN PANELS (REPLACE) (201 - 300) SIGN PANELS (REPLACE) (301 - 400) SIGN PANELS (REPLACE) (601-700) SIGN PANELS (REPLACE) (15 OR <) SIGN PANELS (REPLACE) ( 16 - 100) SIGN PANELS (REMOVE) SIGN PANELS (FURNISH)(101-200) SIGN PANELS (FURNISH) (15 OR LESS SF) SIGN LT'D OVHD (BRIDGE MOUNTED) SIGN OVHD (SPAN WIRE MOUNTED) SIGN OVHD (BRIDGE MOUNTED) SIGN ELEC POWERED (BLANK-OUT) SGN ELEC PWR(CHGABLE MSG-FIBER OPTICS) SGN ELEC PWR(CHG MSG ELEC-MAG DISK MTRX) SGN ELEC PWR(CHGABLE MESSAGE-DRUM TYP) ELEC PWR SGN(CHGABLE MESSAGE-FLAP TYP) SIGN ELEC POWERED (SPECIAL) 95 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0700 0701 0701 0701 0702 0702 0702 0702 0702 0702 0702 0702 0702 0702 0702 0702 0702 0702 0704 0704 0705 0705 0705 0705 90 11 90 12 90 13 90 14 90 21 90 24 90 31 90 32 90 33 90 34 94 95 1 1 11111 11211 7 31 32 33 34 35 61 35 81 35181 35241 36 61 36181 37 61 37 81 38 61 1 11 1 13 1 2 3 10 11 No. of Conts Weighted Average Total Amount Total Quantity 10 1 1 1 2 $2,958.69 $3,436.00 $2,100.00 $7,200.00 $1,271.70 $41,421.62 $3,436.00 $2,100.00 $14,400.00 $5,086.81 14.000 1.000 1.000 2.000 4.000 3 $337.50 $1,350.00 4.000 1 $550.00 $1,100.00 2.000 1 $.30 $17,120.10 57,067.000 1 $3,300.00 $9,480.90 2.873 1 $2.10 $2,175.60 1,036.000 1 $2.10 $7,854.00 3,740.000 2 $8,454.13 $174,730.00 20.668 2 $4,358.56 $62,419.00 14.321 22 8 4 39 $64.03 $75.21 $123.64 $84.14 $131,641.12 $8,273.13 $5,811.00 $57,302.46 2,056.000 110.000 47.000 681.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS EA EA NM NM NM SF GM GM LF LF LF LF LF LF LF LF NM NM NM EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGN FLASHING BEACON (F&I) (GROUND MOUNT) SGN FLASHING BEACON (F&I) (OH MOUNT) SGN FLASHING BEACON (F&I) (BRIDGE MOUNT) SIGN FLASHING BEACON(F&I) (SPAN WIRE) SGN FLASHING BEACON (RELOC) (GRD MOUNT) SGN FLASHING BEACON (RELOC) (SPAN WIRE) SGN FLASHING BEACON (REMOVE) (GRD MOUNT) SGN FLASHING BEACON (REM) (OH MOUNT) SGN FLASHING BEACON (REM) (BRIDGE MOUNT) SGN FLASHING BEACON (REMOVE) (SPAN WIRE) RADAR SPEED DISPLAY UNIT MOTORIST INFORMATION SIGN RAISED RIB SHOULDER WARNING DEVICE, 6" AUD & VIB PVT MARK,,STD, WHITE,SOLID,6" AUD & VIB PVT MARK,,STD,YELLOW,SOLID,6" REMOVE EXISTING PAVEMENT MARKINGS TRAF STRIPE SKIP (INVERT PROF)(WH)(6") TRAF STRIPE SKIP (INVERT PROF)(YEL)(6") TRAF STRIPE SKIP (INVERT PROF)(WHITE) TRAF STRIPE SKIP (INVERT PROF)(YELLOW) TRAF STRIPE SOLID(INVERT PROF)(WHITE) 6" TRAF STRIPE SOLID(INVERT PROF)(WHITE) 8" TRAF STRIPE SOLID(INVERT PROF)(WHITE)18" TRAF STRIPE SOLID(INVERT PROF)(WHITE)24" TRAF STRIPE SOLID(INVERT PROF)(YEL)( 6") TRAF STRIPE SOLID(INVERT PROF)(YEL)(18") TRAF STRIPE SOLID (INVERT PROF)(WH)(6") TRAF STRIPE SOLID (INVERT PROF)(WH)(8") TRAF STRIPE SOLID (INVERT PROF)(YEL)(6") MARKER PAVEMENT CERAMIC (CLASS A) MARKER PAVEMENT CERAMIC (F&I) (CLASS C) DELINEATOR SINGLE UNIT DELINEATOR DOUBLE UNIT DELINEATOR TRIPLE UNIT MARKER OBJECT (POST MOUNT) (TYPE 1) 96 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0705 0705 0705 0705 0705 0705 0705 0706 0707 0709 0709 0709 0709 0709 0709 0709 0709 0709 0709 0709 0709 0709 0709 0709 0709 0710 0710 0710 0710 0710 0710 0710 0710 0710 0710 10 12 10 13 10 14 10 21 10 22 10 23 71 3 3 11 1 12 1 21 61 21121 21181 21241 22 61 22181 31 61 31 81 32 61 41 1 42 51 71 73 5 1 5 2 6 7 11 11241 21 22 23 61 23 81 No. of Conts Weighted Average Total Amount Total Quantity 12 8 2 2 $59.21 $133.49 $54.50 $47.15 $10,953.45 $4,939.04 $436.00 $2,074.40 185.000 37.000 8.000 44.000 1 54 28 $116.00 $127.18 $4.47 $928.00 $367,920.52 $113,491.23 8.000 2,893.000 25,414.400 24 14 95 58 11 $.66 $.84 $28.01 $53.85 $1.13 $9,324.86 $2,409.00 $227,408.28 $55,353.95 $137,518.97 14,151.000 2,867.000 8,119.000 1,028.000 121,243.000 83 29 120 16 $375.65 $173.40 $767.11 $1,361.18 $426,863.01 $51,730.29 $1,135,456.69 $61,165.88 1,136.338 298.333 1,480.176 44.936 Unit Meas Obs? Description EA EA EA EA EA EA EA EA LS GM GM LF LF LF LF LF LF NM NM NM GM EA LF SF SF LF LF EA EA SF LF GM GM NM NM Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MARKER OBJECT (POST MOUNTED) (TYPE 2) MARKER OBJECT (POST MOUNTED) (TYPE 3) MARKER OBJECT (POST MNT)(TYP END OF RD) MARKER OBJECT (OBJECT MOUNTED)(TYPE 1) MARKER OBJECT (OBJECT MOUNTED)(TYPE 2) MARKER OBJECT (OBJECT MOUNTED)(TYPE 3) DELINEATOR TUBULAR (FLEXIBLE) RETRO-REFLECTIVE PAVEMENT MARKERS STRIPING & MARKING SKIP TRAFFIC STRIPE (2 COMP) (WH/BLACK) SKIP TRAFFIC STRIPE (2 COMP) (YELLOW) TRAF STRIPE SOLID (2 COMP)(WH/BK)( 6") TRAF STRIPE SOLID (2 COMP)(WH/BK)(12") TRAF STRIPE SOLID (2 COMP)(WH/BK)(18") TRAF STRIPE SOLID (2 COMP)(WH/BK)(24") TRAF STRIPE SOLID (2 COMP) (YL) ( 6") TRAF STRIPE SOLID (2 COMP) (YL) ( 18") TRAF STRIPE SOLID (2 COMP)(WH/BK)( 6") TRAF STRIPE SOLID (2 COMP)(WH/BK)( 8") TRAF STRIPE SOLID (2 COMP) (YL) ( 6") ALTERNATING SKIP TRAF STRIPE(2 COMP)WH/B DA ARROWS(2 COMP REACTIVE)(POLYESTERS) GUIDE LINES, 2 REACTIVE COMPNNT(EPOXIES) EXISTING PAVEMENT MARKINGS(EPOXIES)(REM) PAVEMENT MARKING REMOVAL (URETHANES) GUIDE LINES (PAINT) (WHITE) GUIDE LINES (PAINT) (YELLOW) DIRECTIONAL ARROWS, PAINTED PAVT MESSAGE, PAINTED MARKINGS (PAINT) REMOVAL PAINTED PAVT MARK,STD,YELLOW,SKIP,6" TRAFFIC STRIPE SKIP (WHITE/BLACK) TRAFFIC STRIPE SKIP (YELLOW) TRAFFIC STRIPE SOLID(WHT/BLK/BLUE)( 6") TRAFFIC STRIPE SOLID (WHT/BLK/BLU)( 8") 97 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0710 0710 0710 0710 0710 0710 0710 0710 0710 0710 0710 0710 0710 0710 0710 0710 0710 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 24 61 24 81 25 61 25 81 25121 25181 25241 26 61 26 81 26121 26181 27 28 29 30 79 90 3 4 5 1 5 2 7 11111 11112 11121 11122 11123 11124 11125 11131 11132 11141 11142 11151 11160 No. of Conts Weighted Average Total Amount Total Quantity 121 3 24 50 67 64 110 26 17 $775.64 $1,343.66 $.14 $.51 $.92 $1.26 $1.83 $.29 $.49 $951,763.26 $13,975.36 $38,263.36 $63,743.82 $195,751.83 $134,111.64 $153,786.84 $20,674.59 $9,126.54 1,227.070 10.401 270,347.000 125,879.000 213,083.000 106,066.200 83,833.300 71,082.000 18,806.000 62 45 40 7 20 $1.43 $.38 $.48 $18.04 $17.97 $83,442.57 $25,487.77 $27,652.11 $2,172.11 $10,477.36 58,508.000 67,429.400 57,777.800 120.400 583.200 157 10 14 7 4 35 $41,079.70 $101.68 $39.71 $.65 $.97 $1.53 $7,394,345.58 $61,617.80 $102,647.13 $5,777.45 $715.60 $233,137.68 180.000 606.000 2,585.000 8,921.000 739.000 152,770.300 Unit Meas Obs? Description NM NM LF LF LF LF LF LF LF LF LF LF LF SY SY GM LS EA EA LF LF SF NM NM LF LF LF LF LF GM GM LF LF LF EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TRAFFIC STRIPE SOLID (YELLOW) ( 6") TRAFFIC STRIPE SOLID (YELLOW) ( 8") TRAFFIC STRIPE SOLID (WHITE/BLACK) ( 6") TRAFFIC STRIPE SOLID (WHITE/BLACK) ( 8") TRAFFIC STRIPE SOLID (WHITE/BLACK) (12") TRAFFIC STRIPE SOLID (WHITE/BLACK) (18") TRAFFIC STRIPE SOLID (WHITE/BLACK) (24") TRAFFIC STRIPE SOLID (YELLOW) ( 6") TRAFFIC STRIPE SOLID (YELLOW) ( 8") TRAFFIC STRIPE SOLID (YELLOW) (12") TRAFFIC STRIPE SOLID (YELLOW) (18") TRAFFIC STRIPE SKIP (WHITE/BLACK) TRAFFIC STRIPE SKIP (YELLOW) REFLECTIVE PAINT (ISLAND NOSE) (WHITE) REFLECTIVE PAINT (ISLAND NOSE) (YELLOW) TRAFFIC STRIPE ALTERNATING SKIP PAINTED PAVEMENT MARKINGS(FINAL SURF) PAVT MESSAGES THERMOPLASTIC DIRECTIONAL ARROWS THERMOPLASTIC GUIDE LINES (THERMOPLASTIC) (WHITE) GUIDE LINES (THERMOPLASTIC) (YELLOW) PAVT MARKING REMOVE THERMOPLASTIC THERMOPLASTIC, STD, WHITE, SOLID, 6" THERMOPLASTIC, STD, WHITE, SOLID, 8" THERMOPLASTIC, STD, WHITE, SOLID, 6" THERMOPLASTIC, STD, WHITE, SOLID, 8" THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, SKIP, 6" THERMOPLASTIC, STD, WHITE, SKIP, 8" THERMOPLASTIC, STD, WHITE, SKIP, 6" THERMOPLASTIC, STD, WHITE, SKIP, 8" THERMOPLASTIC, STD, WHITE, DOT, 6" THERMOPLASTIC, STD, WHITE, MESSAGE 98 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 11170 11211 11212 11221 11222 11223 11224 11225 11231 11241 11251 12111 12112 12121 12122 12123 12124 12125 12131 12141 12151 12160 12170 12211 12212 12221 12222 12223 12224 12225 12231 12241 12251 13111 13112 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA NM NM LF LF LF LF LF GM LF LF NM NM LF LF LF LF LF GM LF LF EA EA NM NM LF LF LF LF LF GM LF LF NM NM Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD,YELLOW, SOLID, 6" THERMOPLASTIC, STD,YELLOW, SOLID, 8" THERMOPLASTIC, STD, YELLOW, SOLID, 6" THERMOPLASTIC, STD, YELLOW, SOLID, 8" THERMOPLASTIC, STD, YELLOW, SOLID, 12" THERMOPLASTIC, STD, YELLOW, SOLID, 18" THERMOPLASTIC, STD, YELLOW, SOLID, 24" THERMOPLASTIC, STD, YELLOW, SKIP, 6" THERMOPLASTIC, STD, YELLOW, SKIP, 6" THERMOPLASTIC, STD, YELLOW,DOT GUIDE,6" THERMOPLASTIC,REFURB, WHITE, SOLID, 6" THERMOPLASTIC,REFURB, WHITE, SOLID, 8" THERMOPLASTIC, REFURB, WHITE, SOLID, 6" THERMOPLASTIC,REFURB, WHITE, SOLID, 8" THERMOPLASTIC, REFURB, WHITE, SOLID, 12" THERMOPLASTIC,REFURB, WHITE, SOLID, 18" THERMOPLASTIC, REFURB, WHITE, SOLID, 24" THERMOPLASTIC, REFURB, WHITE, SKIP, 6" THERMOPLASTIC, REFURB, WHITE, SKIP, 6" THERMOPLASTIC,REFURB,WHITE,DOT/GDLN, 6" THERMOPLASTIC, REFURBISH, WHITE, MESSAGE THERMOPLASTIC, REFURB, WHITE, ARROWS THERMOPLASTIC, REFURB, YELLOW, SOLID, 6" THERMOPLASTIC, REFURB, YELLOW, SOLID, 8" THERMOPLASTIC, REF, YELLOW, SOLID, 6" THERMOPLASTIC, REFURB, YELLOW, SOLID, 8" THERMOPLASTIC,REFURB,YELLOW,SOLID,12" THERMOPLASTIC,REFURB, YELLOW, SOLID, 18" THERMOPLASTIC,REFURB,YELLOW,SOLID,24" THERMOPLASTIC, REFURB, YELLOW, SKIP, 6" THERMOPLASTIC, REFURB, YELLOW, SKIP, 6" THERMOPLASTIC,REFURB,YELLOW,DOT/GDLN,6" THERMOPLASTIC,HOT SPRAY,WHITE,SOLID,6" THERMOPLASTIC,HOT SPRAY,WHITE,SOLID,8" 99 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 0711 13121 13122 13131 13141 13160 13211 13212 13221 13222 13223 13231 13241 13251 14131 14160 17 31 31 1 32 33 34 35 61 35 81 35121 35181 35241 36 61 36 81 36121 36181 36241 37 61 37 81 37121 38 61 Weighted Average Total Amount Total Quantity 12 $615.69 $176,157.40 286.112 4 22 9 24 15 12 16 17 22 8 $461.55 $1.10 $.69 $1.01 $.65 $1.54 $1.87 $2.60 $.92 $1.22 $47,165.57 $27,812.41 $13,544.60 $66,893.29 $58,837.62 $40,931.00 $83,513.49 $53,045.65 $43,594.77 $19,362.99 102.189 25,326.000 19,745.000 66,332.000 90,783.000 26,623.000 44,628.000 20,434.000 47,582.000 15,866.000 13 $2.54 $42,622.25 16,802.000 10 1 $1,317.16 $2,300.00 $541,893.46 $12,443.00 411.411 5.410 9 $1,358.70 $336,763.55 247.858 Unit Meas Obs? Description LF LF GM LF EA NM NM LF LF LF GM LF LF GM EA SF GM GM GM LF LF LF LF LF LF LF LF LF LF LF LF NM NM NM NM Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y THERMOPLASTIC,HOT SPRAY,WHITE,SOLID,6" THERMOPLASTIC,HOT SPRAY,WHITE,SOLID,8" THERMOPLASTIC,HOT SPRAY,WHITE,SKIP,6" THERMOPLASTIC,HOT SPRAY,WHITE,SKIP,6" THERMOPLASTIC, HOT SPRAY, WHITE, MESSAGE THERMOPLASTIC,HOT SPRAY,YELLOW,SOLID,6" THERMOPLASTIC,HOT SPRAY,YELLOW,SOLID,8" THERMOPLASTIC,HOT SPRAY,YELLOW,SOLID,6" THERMOPLASTIC,HOT SPRAY,YELLOW,SOLID,8" THERMOPLASTIC,HOT SPRAY,YELLOW,SOLID,12" THERMOPLASTIC,HOT SPRAY,YELLOW,SKIP,6" THERMOPLASTIC,HOT SPRAY,YELLOW,SKIP,6" THERMOPLASTIC,HOT SP,YELLOW,DOT GUIDE,6" THERMO, PREFORMED, WHITE, SKIP, 6" THERMOPLASTIC, PREFORMED, WHITE, MESSAGE THERMOPLASTIC, REMOVE TRAFFIC STRIPE SKIP (THERMOPLASTIC)(WH) TRAFFIC STRIPE SKIP (THERMO)(WH)(8") TRAFFIC STRIPE SKIP (THERMOPLASTIC)(YL) TRAFFIC STRIPE SKIP (THERMOPLASTIC) (WH) TRAF STRIPE SKIP (THERMOPLASTIC) (YL) TRAF STRIPE SOLID (THRMPLSTC)(WH) ( 6") TRAF STRIPE SOLID (THRMPLSTC)(WH) ( 8") TRAF STRIPE SOLID (THRMPLSTC)(WH) (12") TRAF STRIPE SOLID (THRMPLSTC)(WH) (18") TRAF STRIPE SOLID (THRMPLSTC)(WH) (24") TRAF STRIPE SOLID (THRMPLSTC)(YL)( 6") TRAF STRIPE SOLID (THRMPLSTC)(YL)( 8") TRAF STRIPE SOLID (THRMPLSTC)(YL)(12") TRAF STRIPE SOLID (THRMPLSTC)(YL)(18") TRAF STRIPE SOLID (THRMPLSTC)(YL)(24") TRAF STRIPE SOLID (THRMPLSTC)(WH) ( 6") TRAF STRIPE SOLID (THRMPLSTC)(WH) ( 8") TRAF STRIPE SOLID (THRMPLSTC)(WH) (12") TRAF STRIPE SOLID (THRMPLSTC)(YL)( 6") 100 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0711 38 81 0712 70111 0712 70112 0712 70113 0712 70121 0712 70312 0712 71 11 0712 71 12 0712 71 13 0712 71 14 0712 71 41 0712 72111 0712 72122 0712 72123 0713101121 0713101126 0713101141 0713101160 0713101170 0713101221 0713102121 0713102122 0713102124 0713102125 0713102126 0713102131 0713102132 0713102141 0713102142 0713102160 0713102170 0713102221 0713102222 0713102225 0713102531 No. of Conts Weighted Average Total Amount Total Quantity 1 1 2 $18,300.00 $30,000.00 $29,333.33 $8,985.30 $30,000.00 $88,000.00 .491 1.000 3.000 2 3 2 $24,666.67 $34,857.14 $12,000.00 $74,000.00 $244,000.00 $72,000.00 3.000 7.000 6.000 Unit Meas Obs? Description NM AS AS AS AS AS AS AS AS AS AS AS AS AS LF LF LF EA EA LF LF LF LF LF LF GM GM LF LF EA EA LF LF LF GM Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TRAF STRIPE SOLID (THRMPLSTC)(YL)( 8") MOVABLE BRIDGE SGNL(F&I) (TYP I,2 LANE) MOVABLE BRIDGE SGNL(F&I) (TYP I,3 LANE) MOVABLE BRIDGE SGNL(F&I) (TYP I,4 LANE) MOVABLE BRIDGE SGNL(F&I) (TYP II,2 LANE) MOVABLE BRIDGE SGNL(INS) (TYP I,3 LANE) MOVABLE BRIDGE GATE (F&I) (TYP I,1 LANE) MOVABLE BR GATE (F&I) (TYP II,2 LANE) MOVABLE BR GATE (F&I) (TYP III,3 LANE) MOVABLE BRIDGE GATE (FUR&INS) (PED) MOVABLE BRIDGE GATE (REF) (TYP I,1 LANE) MOVABLE BRIDGE GATE (F&I) (NET TYP,2 LN) MOVABLE BRIDGE GATE (F&I) (CAB TYP,2 LN) MOVABLE BRIDGE GATE (F&I) (CAB TYP,3 LN) PREFORMED TAPE (STD)(WHITE)(SOLID)(6") PREFORMED TAPE,STD,WHITE,SOLID,24" PREFORMED TAPE (STD)(WHITE)(SKIP)(6") PREFORMED TAPE,STD,WHITE,MESSAGE PREFORMED TAPE,STD,WHITE,ARROWS PREFORMED TAPE (STD)(YELLOW)(SOLID)(6") PREFORMED TAPE (HP)(WHITE)(SOLID)(6") PREFORMED TAPE (HP)(WHITE)(SOLID)(8") PREFORMED TAPE (HP)(WHITE)(SOLID)(12") PREFORMED TAPE (HP)(WHITE)(SOLID)(18") PREFORMED TAPE (HP)(WHITE)(SOLID)(24") PREFORMED TAPE (HP)(WHITE)(SKIP)(6") PREFORMED TAPE (HP)(WHITE)(SKIP)(8") PREFORMED TAPE,HP,WHITE,SKIP,6" PREFORMED TAPE,HP,WHITE,SKIP,8" PREFORMED TAPE (HP)(WHITE)(MESSAGES) PREFORMED TAPE, HP, WHITE, ARROWS PREFORMED TAPE (HP)(YELLOW)(SOLID)(6") PREFORMED TAPE (HP)(YELLOW)(SOLID)(8") PREFORMED TAPE (HP)(YELLOW)(SOLID)(18") PREFORMED TAPE,HP,WH/BL CONT,SKIP,6" 101 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0713102541 0713102551 0713102570 0714 1111 0714 1114 0714 1123 0714 1423 0714 1511 0714 1513 0714 1521 0714 1523 0714 1621 0714 1623 0714 1711 0714 2 1 0714 3 15 0714 4101 0714 4105 0714 4108 0714 4109 0714 4112 0714 4113 0714 4114 0714 4115 0714 4117 0714 4118 0714 4119 0714 4120 0714 4121 0714 4122 0714 4123 0714 4124 0714 4125 0714 4128 0714 4129 No. of Conts 2 1 1 2 Weighted Average $4,195.20 $7,000.00 $3,335.13 $2,833.33 Total Amount $20,976.00 $28,000.00 $23,345.91 $8,500.00 Total Quantity 5.000 4.000 7.000 3.000 Unit Meas Obs? Description LF LF EA AS AS AS AS AS AS AS AS AS AS AS EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PREFORMED TAPE (HP)(WH/BL CON)(SKIP)(6") PREFORMED TAPE (HP)(WH/BL CON)(DOT)(6") PREFORMED TAPE (HP)(WH/BL CON)(ARROW) MOTAID CALLBX(F&I,RD CALL TERM,CM,RADIO) MOTAID CALLBX(F&I,RD CALL TERM,VOI,WIRE) MOTAID CALLBX(F&I)(CALLBX,VOICE RADIO) MOTORIST AID CALL BOX,MOD,CALL BOX ASSEM MOTORIST AID CALL BOX(RELOCATE)(RD CALL) MOTORIST AID CALL BOX(RELOCATE)(RD CALL) MOTORIST AID CALL BOX(REL)CALL BOX ASSEM MOTORIST AID CALL BOX,REL,CALL BOX ASSEM MOTORIST AID CALL BOX(REM)CALL BOX ASSEM MOTORIST AID CALL BOX(REM CALL BOX) MOTAID CALL BOX(REFURN)RD CALL/MSG.RADIO MOTAID CONSOLE(CODED MESSAGE,RADIO) MOTORIST AID COMPONENT(F&I)(CONSOLE) MOTAID CMPTR(F&I)(10000F9 MICR 1.9 GHZ) MOTAID MICR COMP(F&I) (MASTER ALARM SYS) MOTAID MICR COMP(F&I) (6' GRID MICR ANT) MOTAID MICR COMP(F&I) (8' GRID MICR ANT) MOTORIST AID MICR COMP(F&I) (72 MHZ ANT) MOTAID MICR COMP(F&I) (150-172 MHZ ANT) MOTAID MICR COMP(F&I) (40 - 50 MHZ ANT) MOTAID MICR COMP(F&I) (450-460 MHZ ANT) MOTAID CMPTR(F&I) (1/2" FOAM CONNECT) MOTAID MICR COMP(F&I) (7/8" AIR CONNECT) MOTAID CMPTR(F&I)(DEHYDRATOR & MANIFLD) MOTAID CMPTR(F&I) (1 5/8" AIR CONNECT) MOTAID MICR COMP(F&I) (72 MHZ BASE STA) MOTAID CMPTR(F&I)(WAVEGUIDE CONNECTORS) MOTAID MICR COMP(F&I) (DTMF CALL UNIT) MOTAID MICR COMP(F&I) (DTMF CARD/PHONE) MOTAID MICR COMP(F&I) (PWR DVDR HARNESS) MOTAID CMPTR(F&I) (6 GHZ DIGITAL RADIO) MOTAID CMPTR(F&I)(10 GHZ DIGITAL RADIO) 102 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 4130 4131 4132 4133 4134 4135 4136 4137 4138 4139 5110 5112 5113 5114 5115 5116 5117 5118 5119 5120 5121 5123 5125 5311 5313 5314 5315 5317 5319 5321 5400 7 1 7 2 7 3 7 4 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID MOTAID CMPTR(F&I) (8' SOLID MICR ANT) CMPTR(F&I) (6' SOLID MICR ANT) CMPTR(F&I) (4' SOLID MICR ANT) CMPTR(F&I)(72 MHZ HIGH GAIN ANT) CMPTR(F&I) (PHONE RINGING GENER) CMPTR(F&I)(10 GHZ WAVEGUIDE CON) MICR COMP(F&I) (PHONE SYS) CMPTR(F&I)(CHANNEL MODEM ANALOG) CMPTR(F&I)(CHANNEL MODEM DIGITL) CMPTR(F&I)(7/8" PRESSURE CONNEC) MICROWAVE TOWER(F&I) ( 51'- 75') MICROWAVE TOWER(F&I) (101'-125') MICROWAVE TOWER(F&I) (126'-150') MICROWAVE TOWER(F&I) (151'-175') MICROWAVE TOWER(F&I) (176'-200') MICROWAVE TOWER(F&I) (201'-225') MICROWAVE TOWER(F&I) (226'-250') MICROWAVE TOWER(F&I) (251'-275') MICROWAVE TOWER(F&I) (276'-300') MICROWAVE TOWER(F&I) (301'-325') MICROWAVE TOWER(F&I) (326'-350') MICROWAVE TOWER(F&I) (376'-400') MICROWAVE TOWER(F&I) (426'-450') MICR TOWER(DISASSEM) ( 76'-100') MICR TOWER(DISASSEM) (126'-150') MICR TOWER(DISASSEM) (151'-175') MICR TOWER(DISASSEM) (176'-200') MICR TOWER(DISASSEM) (226'-250') MICR TOWER(DISASSEM) (276'-300') MICR TOWER(DISASSEM) (326'-350') MICROWAVE TOWER(MODIFY) TRANSMISSION LINES (1/2" FOAM) TRANSMISSION LINES (7/8" AIR) TRANSMISSION LINES (1 5/8" AIR) TRANS(2.01"X1.16" ELIPTIC WAVEGU 103 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 0714 7 5 7 6 7 7 8 4 8 6 9 1 9 2 9 3 9 4 9 5 75102 75103 75105 75106 75107 75117 75130 75131 75132 75134 75135 75136 75137 75139 75140 75141 75142 75143 75144 75218 75219 75220 75221 75222 75223 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description LF LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MOTAID TRANSMISSION LINES (7/8" FOAM) MOT AID TRNLN,1.32"X.8" 10 GHZ EL WAVEGU MOTAID TRANSMISSION LINES (1 5/8" FOAM) MOTAID MICR COMM SHELTER (151-175 SF) MOTAID MICR COMM SHELTER (201-250 SF) MOTAID TECH. SUPPTS(TRAIN SESSION NO 1) MOTAID TECH. SUPPTS(TRAIN SESSION NO 2) MOTAID TECH. SUPPTS(TRAIN SESSION NO 3) MOTAID TECH. SUPPTS (TEST CALLBOXES) MOTAID TECH. SUPPTS (CONTROL CONSOLE) MOTAID MICR(TRANSMITR BASBND AMP CARD) MOTAID MICR(TRANSMITTER LOGIC CARD) MOTAID MICR(RECEIVER BASEBND AMP CARD) MOTAID MICR(RECEIVER LOGIC CARD) MOTAID MICR(4W/4W BASEBAND BRIDGE) MOTAID MICR(EQLZR/TIMER FOR BATT CHGR) MOTAID MICR(RECEIVER RF AMPLIFIER) MOTAID MICR (TRANSMITTER OSCILLATOR) MOTAID MICR(TRANSMITTER MODULATOR) MOTAID MICR(RECEIVER IF AMPLIFIER) MOTAID MICR(REMOTE ALARM TERMINAL) MOTAID MICR(SELECTIVE CALL UNIT) MOTAID MICR(CHANNEL MODEM) MOTAID MICR(DTMF ORDERWIRE UNIT) MOTAID MICR(72 MHZ BASE TRANSMITTR UN) MOTAID MICR(72 MHZ BASE RECEIVER UNIT) MOTAID MICR(72 MHZ BASE BRIDGE) MOTAID MICR (PHONE RINGING GENERATOR) MOTAID MICR(DIGITAL CHANNEL/CODEC) MOTAID MICR(RF POWER METER) MOTAID MICR(RF POWER SENSOR) MOTAID MICR(TRACKING GENERATOR) MOTAID MICR(SELECTIVE LEVEL METER) MOTAID MICR(FREQUENCY COUNTER) MOTAID MICR(RF ATTENUATOR 20W,30 DB) 104 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0714 0714 0714 0714 0714 0714 0714 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 75224 75225 75226 75228 75245 75246 75247 1 19 1110 1111 1112 1113 1114 1115 1116 1117 1118 1119 1120 1121 1122 1123 1124 1125 1126 1128 1129 1131 1132 1135 1137 1138 1148 1162 1169 Weighted Average Total Amount Total Quantity 1 15 2 55 24 22 6 2 2 5 $1.00 $.53 $.67 $.81 $.97 $1.48 $1.80 $2.64 $2.44 $2.07 $1,680.00 $35,930.71 $7,965.00 $1,217,260.16 $557,860.81 $961,587.67 $308,601.38 $11,687.50 $14,520.27 $387,316.78 1,680.000 67,773.000 11,830.000 1,504,666.000 577,981.000 650,278.000 171,739.000 4,435.000 5,949.000 186,663.000 1 $1.79 $3,855.66 2,154.000 1 1 $2.00 $4.00 $3,200.00 $1,000.00 1,600.000 250.000 1 $6.25 $1,250.00 200.000 Unit Meas Obs? Description EA EA EA EA EA EA EA LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MOTAID MICR(VARABLE ATTENUATR 6-66 DB) MOTAID MICR(TRANS IMPARRMENT MEAS SET) MOTAID MICR(DIGITAL MULTIMETER) MOTAID MICR(TEST FIXTURES) MOTAID MICR(SPECTRUM ANALYZER) MOTAID MICR(SGNL GENERATOR) MOTAID MICR(BIT ERROR RATE TEST SET) LIGHTING CONDUCTORS, F&I, SPECIAL CONDUCTORS (F&I)(INSULATED) (NO 12) CONDUCTORS (F&I)(INSULATED) (NO 10) CONDUCTORS (F&I)(INSULATED) (NO 8) CONDUCTORS (F&I)(INSULATED) (NO 6) CONDUCTORS (F&I)(INSULATED) (NO 4) CONDUCTORS (F&I)(INSULATED) (NO 2) CONDUCTORS (F&I)(INSULATED) (NO 1) CONDUCTORS (F&I)(INSULATED) (NO 0) CONDUCTORS (F&I)(INSULATED) (NO 4/0) CONDUCTORS (F&I)(INSULATED) (1/0 TO 3/0) CONDUCTORS (F&I)(BARE) (NO 12) CONDUCTORS (F&I)(BARE) (NO 10) CONDUCTORS (F&I)(BARE) (NO 8) CONDUCTORS (F&I)(BARE) (NO 6) CONDUCTORS (F&I)(BARE) (NO 4) CONDUCTORS (F&I)(BARE) (NO 2) CONDUCTORS (F&I)(BARE) (NO 1) CONDUCTORS (F&I)(BARE) (NO 4/0) CONDUCTORS (F&I)(BARE) (1/0 TO 3/0) CONDUCTOR(F&I)(HEAVY INSULATED)(NO 1/0) CONDUCTOR(F&I)(HEAVY INSULATED)(NO 2/0) CONDUCTOR(F&I)(HEAVY INSULATED)(350 MCM) CONDUCTOR(F&I)(HEAVY INSULATED)(500 MCM) CONDUCTOR(F&I)(HEAVY INSULATED)(250 MCM) CONDUCTOR(F&I)(HEAVY BARE) (250 MCM) CONDUCTOR(F&I)(INSULATED JKT) (NO 8) CONDUCTOR(F&I)(INSULATED JKT)(1/0-3/0) 105 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 1210 1211 1212 1223 1300 2111 2112 2113 2114 2115 2116 2117 2118 2121 2122 2125 2131 2132 2133 2134 2135 2136 2137 2138 2141 2142 2144 2145 2146 2147 2148 2211 2212 2213 2214 Weighted Average Total Amount Total Quantity 17 6 1 $.30 $6.82 $7.03 $204,244.49 $7,739.88 $49,526.35 684,680.000 1,135.700 7,045.000 1 44 6 1 $5.00 $4.93 $4.43 $4.50 $1,825.00 $2,283,549.03 $84,063.61 $24,345.00 365.000 463,503.000 18,962.000 5,410.000 1 $18.00 $3,510.00 195.000 2 1 $8.29 $9.00 $23,264.28 $2,115.00 2,805.000 235.000 2 1 $2.23 $18.74 $230.00 $21,944.54 103.000 1,171.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CONDUCTOR(FUR)(INSULATE #12) CONDUCTOR(FURN)(INSUL)(NO 10) CONDUCTORS (FURNISH)(INSULATED) (NO 8) CONDUCTORS (FURNISH)(BARE) (NO 6) CONDUCTORS (REMOVE) CONDUIT (F&I UG) (PVC SCH 40) (3/4") CONDUIT (F&I UG) (PVC SCH 40) ( 1") CONDUIT (F&I UG) (PVC SCH 40)(1 1/4") CONDUIT (F&I UG) (PVC SCH 40)(1 1/2") CONDUIT (F&I UG) (PVC SCH 40) ( 2") CONDUIT (F&I UG) (PVC SCH 40) ( 3") CONDUIT (F&I UG) (PVC SCH 40) ( 4") CONDUIT (F&I UG) (PVC SCH 40) ( 6") CONDUIT (F&I UG) (IMC GALV) (3/4") CONDUIT (F&I UG) (IMC GALV) (1") CONDUIT (F&I UG) (IMC GALV) ( 2") CONDUIT (F&I UG) (RIGID GALV STL)(3/4") CONDUIT (F&I UG) (RIGID GALV STL)(1") CONDUIT (F&I UG)(RIGID GALV STL)(1 1/4") CONDUIT (F&I UG) (RIGID GALV)(1 1/2") CONDUIT (F&I UG) (RIGID GALV STL)(2") CONDUIT (F&I UG) (RIGID GALV STL)(3") CONDUIT (F&I UG) (RIGID GALV STL)(4") CONDUIT (F&I UG) (RIGID GALV STL)(6") CONDUIT (F&I UG) (PVC SCH 80) (3/4") CONDUIT (F&I UG) (PVC SCH 80) (1") CONDUIT (F&I UG) (PVC SCH 80) ( 1 1/2") CONDUIT (F&I UG) (PVC SCH 80) ( 2") CONDUIT (F&I UG) (PVC SCH 80) ( 3") CONDUIT (F&I UG) (PVC SCH 80) ( 4") CONDUIT (F&I UG) (PVC SCH 80) ( 6") CONDT(F&I UNDERPAVT)(PVC SCH 40)(3/4") CONDT(F&I UNDERPAVT) (PVC SCH 40) ( 1") CONDT(F&I UNDERPAVT)(PVC SCH 40)(1 1/4") CONDT(F&I UNDERPAVT)(PVC SCH 40)(1 1/2") 106 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 2215 2216 2217 2218 2221 2222 2224 2225 2231 2232 2233 2234 2235 2236 2237 2238 2241 2243 2244 2245 2246 2247 2248 2321 2322 2324 2325 2331 2332 2333 2334 2335 2336 2337 2341 No. of Conts Weighted Average Total Amount Total Quantity 15 2 1 1 $13.91 $27.62 $30.00 $33.00 $885,545.35 $4,280.60 $6,270.00 $3,729.00 63,674.000 155.000 209.000 113.000 3 $26.72 $59,818.74 2,239.000 1 1 1 $20.00 $33.00 $55.74 $12,200.00 $1,980.00 $8,918.40 610.000 60.000 160.000 2 8 1 2 6 $8.35 $16.45 $18.00 $18.52 $20.98 $3,616.00 $134,161.40 $15,336.00 $23,780.00 $66,352.50 433.000 8,158.000 852.000 1,284.000 3,162.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CONDT(F&I UNDERPAVT) (PVC SCH 40) ( 2") CONDT(F&I UNDERPAVT) (PVC SCH 40) ( 3") CONDT(F&I UNDERPAVT) (PVC SCH 40) ( 4") CONDT(F&I UNDERPAVT) (PVC SCH 40) ( 6") CONDUIT (F&I UNDERPAVT) (IMC GLV) (3/4") CONDUIT (F&I UNDERPAVT) (IMC GALV) ( 1") CONDT (F&I UNDERPAVT) (IMC GLV) (1 1/2") CONDT (F&I UNDERPAVT) (IMC GLV) (2") CONDT (F&I UNDERPAVT) (RIG GLV) (3/4") CONDT (F&I UNDERPAVT) (RIG GALV) ( 1") CONDT (F&I UNDERPAVT) (RIG GLV)(1 1/4") CONDT (F&I UNDERPAVT) (RIG GLV)(1 1/2") CONDUIT (F&I UNDERPAVT) (RIG GALV) ( 2") CONDUIT (F&I UNDERPAVT) (RIG GALV) ( 3") CONDUIT (F&I UNDERPAVT) (RIG GALV) ( 4") CONDUIT (F&I UNDERPAVT) (RIG GALV) ( 6") CONDT(F&I UNDERPAVT)(PVC SCH 80)(3/4") CONDT(F&I UNDERPAVT)(PVC SCH 80)(1 1/4") CONDT(F&I UNDERPAVT)(PVC SCH 80)(1 1/2") CONDT(F&I UNDERPAVT) (PVC SCH 80) ( 2") CONDT(F&I UNDERPAVT) (PVC SCH 80) ( 3") CONDT(F&I UNDERPAVT) (PVC SCH 80) ( 4") CONDT(F&I UNDERPAVT) (PVC SCH 80) ( 6") CONDUIT (F&I SURF MNT) (IMC GALV) (3/4") CONDUIT (F&I SURF MNT) (IMC GALV) ( 1") CONDT (F&I SURF MNT) (IMC GLV) (1 1/2") CONDUIT (F&I SURF MNT) (IMC GALV) ( 2") CONDUIT (F&I SURF MNT) (RIG GALV) (3/4") CONDUIT (F&I SURF MNT) (RIG GALV) ( 1") CONDUIT (F&I SURF MNT) (RIG GLV)(1 1/4") CONDUIT (F&I SURF MNT) (RIG GLV)(1 1/2") CONDUIT (F&I SURF MNT) (RIG GALV) ( 2") CONDUIT (F&I SURF MNT) (RIG GALV) ( 3") CONDUIT (F&I SURF MNT) (RIG GALV) ( 4") CONDT (F&I SURF MNT) (PVC SCH 80) (3/4") 107 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 2342 2343 2344 2345 2346 2412 2415 2416 2417 2422 2425 2432 2433 2434 2435 2436 2437 2438 2445 2511 2512 2514 2515 2522 2532 2535 2541 2542 2543 2544 2545 2547 5 11 5 12 5 21 Weighted Average Total Amount Total Quantity 1 $109.00 $4,360.00 40.000 3 1 $20.55 $14.00 $28,422.19 $308,252.00 1,383.000 22,018.000 2 $33.22 $44,841.72 1,350.000 1 $19.20 $55,641.60 2,898.000 1 $3.25 $4,524.00 1,392.000 2 $4.40 $46,924.00 10,656.000 3 3 $844.37 $2,106.80 $27,864.20 $31,602.00 33.000 15.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CONDT (F&I SURF MNT) (PVC SCH 80) ( 1") CONDT (F&I SURF MNT)(PVC SCH 80)(1 1/4") CONDT (F&I SURF MNT)(PVC SCH 80)(1 1/2") CONDT (F&I SURF MNT) (PVC SCH 80) ( 2") CONDT (F&I SURF MNT) (PVC SCH 80) ( 3") CONDT (F&I JACK UPVT)(PVC SCH 40) ( 1") CONDT (F&I JACK UPVT)(PVC SCH 40) ( 2") CONDT (F&I JACK UPVT)(PVC SCH 40) ( 3") CONDT (F&I JACK UPVT)(PVC SCH 40) ( 4") CONDUIT(F&I-JACK UNDPVT/IMC GALV) 1" CONDUIT (F&I JACK UPVT)(IMC GALV) ( 2") CONDUIT (F&I JACK UPVT)(RIG GLV)(1") CONDUIT (F&I JACK UPVT)(RIG GLV)(1 1/4") CONDUIT (F&I JACK UPVT)(RIG GLV)(1 1/2") CONDUIT (F&I JACK UPVT)(RIG GALV) ( 2") CONDUIT (F&I JACK UPVT)(RIG GALV) ( 3") CONDUIT (F&I JACK UPVT)(RIG GALV) ( 4") CONDUIT (F&I JACK UPVT)(RIG GALV) ( 6") CONDUIT(F&I JACK UND PVT)(PVC/SCH 80) 2" CONDT(F&I IN BOX GRDR)(PVC SCH 40)(3/4") CONDT(F&I IN BOX GRDR)(PVC SCH 40)( 1") CONDT(F&I IN BOX GRDR,PVC SCH 40,1 1/2") CONDT(F&I IN BOX GRDR)(PVC SCH 40)(2") CONDUIT (F&I IN BOX GRDR) (IMC GLV)(1") CONDT(F&I IN BOX GRDR)(RID GAL STL)(1") CONDT(F&I IN BOX GRDR)(RID GAL STL)(2") CONDT(F&I IN BOX GRDR,PVC SCH. 80,3/4") CONDT(F&I IN BOX GRDR) (PVC SCH 80)(1") CONDT(F&I IN BOX GRDR,PVC SCH 80,1 1/4") CONDT(F&I)IN BOX GRDR(PVC SCH80)(1 1/2") CONDT(F&I IN BOX GRDR)(PVC SCH. 80)(2") CONDT(F&I IN BOX GRDR)(PVC SCH. 80)(4") LUMINAIRE & BRACKET ARM (F&I) (ALUMINUM) LUMINAIRE & BRACKET ARM (F&I) (GALV ST) LUM & BRACKET ARM (FURNISH) (ALUMINUM) 108 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 5 30 5 40 5 50 7 11 7 12 7 21 7 31 7 41 7 42 10 2 10 3 10 4 10 5 10 6 10 7 10 8 11111 11112 11113 11114 11115 11116 11117 11118 11119 11124 11125 11126 11128 11129 11134 11136 11137 11138 11139 Weighted Average Total Amount Total Quantity 2 42 $150.00 $8,900.55 $900.00 $1,041,364.39 6.000 117.000 5 $3,723.00 $40,953.00 11.000 13 $523.30 $12,035.88 23.000 6 $2,096.57 $306,099.00 146.000 2 1 $1,117.47 $515.00 $51,403.60 $6,695.00 46.000 13.000 5 $542.79 $236,657.40 436.000 3 $737.10 $68,550.40 93.000 1 $3,500.00 $77,000.00 22.000 1 4 $1,900.00 $1,049.67 $38,000.00 $181,592.30 20.000 173.000 6 9 $463.90 $863.90 $51,493.04 $90,709.92 111.000 105.000 1 1 $470.00 $1,400.00 $12,690.00 $40,600.00 27.000 29.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LUMINAIRE & BRACKET ARM (INSTALL) LUMINAIRE & BRACKET ARM (RELOCATE) LUMINAIRE & BRACKET ARM (REMOVE) LOAD CENTER (F&I) (SECONDARY VOLTAGE) LOAD CENTER (F&I) (PRIMARY VOLTAGE) LOAD CENTER (REWORK) (SECONDARY VOLTAGE) LOAD CENTER (RELOCATE) (SECONDARY VAGE) LOAD CENTER (REMOVE) (SECONDARY VOLTAGE) LOAD CENTER (REMOVE) (PRIMARY VOLTAGE) LIGHT POLE FOUNDATION (F&I) LIGHT POLE FOUNDATION(REPAIR) LI/PL FOUNDATION (STRAIGHTEN EXISTING) LIGHT POLE FOUNDATION (REMOVE) LIGHT POLE FOUNDATION (RELOCATE) LIGHT POLE FOUNDATION (FURNISH) LIGHT POLE FOUNDATION (INSTALL) LUMINAIRE (F&I)(ROADWAY COBRA HEAD) LUMINAIRE (F&I)(ROADWAY HIGH MAST) LUMINAIRE (F&I)(ROADWAY POLE TOP) LUMINAIRE (F&I)(ROADWAY)(SHOE BOX) LUMINAIRE (F&I)(ROADWAY WALL MOUNT) LUMINAIRE (F&I)(ROADWAY PENDANT HUNG) LUMINAIRE (F&I)(ROADWAY SIGN MOUNT) LUMINAIRE (F&I)(ROADWAY FLOOD) LUMINAIRE (F&I)(ROADWAY SPECIAL) LUMINAIRE (F&I)(UNDERDECK SHOE BOX) LUMINAIRE (F&I)(UNDERDECK WALL MOUNT) LUMINAIRE (F&I)(UNDERDECK PENDANT HUNG) LUMINAIRE (F&I)(UNDERDECK FLOOD) LUMINAIRE (F&I)(UNDERDECK SPECIAL) LUMINAIRE (F&I)(SIGN)(SHOE BOX) LUMINAIRE (F&I)(SIGN PENDANT HUNG) LUMINAIRE (F&I)(SIGN SIGN MOUNT) LUMINAIRE (F&I)(SIGN FLOOD) LUMINAIRE (F&I)(SIGN SPECIAL) 109 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 11211 11213 11218 11219 11229 11311 11412 11413 11418 11425 11437 11511 11512 11513 11519 11525 11526 11537 11538 11611 11612 11613 11637 14 11 14 12 14 13 14 14 14 22 14 31 14 32 14 41 14 42 14 51 14 52 14 54 Weighted Average Total Amount Total Quantity 7 $65.22 $27,718.40 425.000 1 3 2 $48.10 $60.51 $163.00 $2,837.90 $3,751.72 $978.00 59.000 62.000 6.000 2 1 1 $100.60 $2,082.00 $119.90 $301.80 $12,492.00 $2,158.20 3.000 6.000 18.000 49 17 1 8 $367.10 $563.13 $500.00 $259.00 $1,345,775.52 $264,672.24 $4,500.00 $35,482.57 3,666.000 470.000 9.000 137.000 1 $150.00 $150.00 1.000 8 1 $88.40 $230.00 $16,795.70 $8,280.00 190.000 36.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LUMINAIRE, FURNISH, ROADWAY, COBRA HEAD LUMINAIRE (FURNISH)(ROADWAY POLE TOP) LUMINAIRE (FURNISH)(ROADWAY FLOOD) LUMINAIRE (FURNISH)(ROADWAY SPECIAL) LUMINAIRE (FURNISH)(UNDERDECK SPECIAL) LUMINAIRE (INSTALL)(ROADWAY)(COBRA HEAD) LUMINAIRE (RELOCATE)(ROADWAY HIGH MAST) LUMINAIRE (RELOCATE)(ROADWAY POLE TOP) LUMINAIRE (REL)(ROADWAY)(FLOOD) LUMINAIRE (REL)(UNDERDECK)(WALL MOUNT) LUMINAIRE (RELOCATE)(SIGN SIGN MOUNT) LUMINAIRE (REMOVE)(ROADWAY COBRA HEAD) LUMINAIRE (REMOVE)(ROADWAY HIGH MAST) LUMINAIRE (REMOVE)(ROADWAY POLE TOP) LUMINAIRE (REMOVE)(ROADWAY)(SPECIAL) LUMINAIRE (REMOVE)(UNDERDECK WALL MOUNT) LUMINAIRE (REM)(UNDERDECK PENDANT HUNG) LUMINAIRE (REMOVE)(SIGN, SIGN MOUNT) LUMINAIRE (REMOVE)(SIGN FLOOD) LUMINAIRE (RPR &REINST)(RDWY COBRA HEAD) LUMINAIRE (RPR &REINST)(RDWY HIGH MAST) LUMINAIRE(REPAIR&REINST)(RDWY)(POLE TOP) LUMINAIRE(RPR &REINST)(SGN SGN MOUNTED) PULL BOX (F&I) (ROADSIDE) PULL BOX (F&I) (SIDEWALK) PULL BOX (F&I) (EMBEDDED) PULL BOX (F&I) (SURFACE MOUNT) PULL BOX (FURNISH) (SIDEWALK) PULL BOX (INSTALL) (ROADSIDE) PULL BOX (INSTALL) (SIDEWALK) PULL BOX (RELOCATE) (ROADSIDE) PULL BOX (RELOCATE) (ROADSIDE) PULL BOX (REMOVE) (ROADSIDE) PULL BOX (REMOVE) (SIDEWALK) PULL BOX (REMOVE) (SURFACE MOUNT) 110 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 0715 14 61 14 62 14 64 14 71 14 72 19 1 20 1 21 1 23 1 23 2 23 3 23 4 26 1 26 2 28 30 2 31 1 34 1 34 2 35 1 35 4 36 11 36 12 36 13 36 14 36 32 36 42 37 1 37 5 38 1 41301 41302 41303 41304 41306 3 Weighted Average $179.35 Total Amount $33,360.00 Total Quantity 186.000 Unit Meas Obs? Description EA EA EA EA EA EA LU EA EA EA EA EA EA EA LS LU LU EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PULL BOX (F&I COVER ONLY) (ROADSIDE) PULL BOX (F&I COVER ONLY) SIDEWALK) PULL BOX (F&I/COVER ONLY)(SURFACE MOUNT) PULL BOX (REPAIR)(ROADSIDE-MOULDED) PULL BOX (REPAIR)(SIDEWALK) SURGE PROTECTOR (POLE BASE) SCHEDULED CLEANING (POLE MOUNTED <50') LUMINAIRE STARTER BOARD REFRACTER (STANDARD COBRA HEAD) REFRACTER (UNDER DECK) REFRACTER (SIGN) REFRACTER (HIGH MAST) QUICK DISCN PLUG (SW BOXING FOR SGN) QUICK DISCN PLUG (POLE BASE, HIMAST) SYSTEM MAPPING GROUP RELAMPING(HIGH PRESSURE SODIUM) ROUTINELIGHT MAINTAINANCE(SHLDR,SNGLARM) LIGHT POLE (FURNISH NEW POLE) LIGHT POLE (REPAIR & FURNISH POLE) MAST ARM (FURNISH & INSTALL) MAST ARM (REPAIR) LI/PL FRANG BASE (F&I)(SHOE BASE) LI/PL FRANG BASE (F&I)(TRANSFMR BASE ) LI/PL FRANG BASE (F&I)(FRNGBL INSERT ) LI/PL FRANG BASE (F&I)(DOOR ASSEMBLY) LI/PL FRANG BASE (INSTAL TRNS BASE) LI/PL FRANG BASE (REM)(TRNSFMR BASE) PHOTO ELECTRIC CONTROL ASSEMBLY (F&I) PHOTO ELECTRIC CONTROL ASSEMBLY (REL) PRE-FAB PILASTER (F&I) LIGHT POLE, ALUM, F&I,40-49', CASE 01 LIGHT POLE, AL, F&I, 40-49', CASE-02 LIGHT POLE, ALUM, F&I,40-49', CASE 03 LIGHT POLE, ALUM, F&I,40-49', CASE 04 LIGHT POLE, ALUM, F&I,40-49', CASE 06 111 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0715 41308 0715 41406 0715191 60 0715191 65 0715191 70 0715191 80 0715191100 0715191110 0715191115 0715191120 0715191125 0715191130 0715191140 0715191150 0715193100 0715193120 0715194140 0715195 80 0715195100 0715195120 0715196 80 0715196100 0715196120 0715500 1 0715500 2 0715500 3 0715511110 0715511115 0715511120 0715511125 0715511130 0715511135 0715511140 0715511145 0715511150 No. of Conts Weighted Average Total Amount Total Quantity 1 $42,344.72 $42,344.72 1.000 3 2 $28,953.30 $39,165.16 $376,392.92 $274,156.10 13.000 7.000 5 $22,159.71 $2,171,651.18 98.000 1 2 $1,634.72 $1,767.36 $17,981.92 $17,673.60 11.000 10.000 1 2 44 2 15 $1,972.86 $4,373.93 $1,011.86 $164.47 $462.62 $43,402.92 $17,495.72 $2,852,437.08 $6,250.00 $193,839.82 22.000 4.000 2,819.000 38.000 419.000 1 $5,700.00 $108,300.00 19.000 3 4 4 12 6 $4,110.45 $2,788.99 $3,704.58 $6,793.57 $5,240.10 $82,208.90 $373,725.00 $192,638.00 $2,948,408.09 $1,074,219.80 20.000 134.000 52.000 434.000 205.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LIGHT POLE, ALUM, F&I,40-49', CASE 08 LIGHT POLE,AL,F&I,50' & GREATER,CASE-06 LIGHT POLE COMP HIGH MAST (F&I)( 60') LIGHT POLE COMP HIGH MAST (F&I)( 65') LIGHT POLE COMP HIGH MAST (F&I)( 70') LIGHT POLE COMP HIGH MAST (F&I)( 80') LIGHT POLE COMP HIGH MAST (F&I) (100') LIGHT POLE COMP HIGH MAST (F&I) (110') LIGHT POLE COMP HIGH MAST (F&I) (115') LIGHT POLE COMP HIGH MAST (F&I) (120') LIGHT POLE COMP HIGH MAST (F&I) (125') LIGHT POLE COMP HIGH MAST (F&I)(130') LIGHT POLE COMP HIGH MAST (F&I) (140') LIGHT POLE COMP HIGH MAST (F&I) (150') LIGHT POLE COMP HIGH MAST (INS)(100') LIGHT POLE COMP HIGH MAST (INS) (120') LIGHT POLE COMP HIGH MAST(RELO)(140') LIGHT POLE COMP HIGH MAST (REM)( 80') LIGHT POLE COMP HIGH MAST (REM) (100') LIGHT POLE COMP HIGH MAST (REM) (120') LIGHT POLE COMP HIGH MAST (REW)( 80') LIGHT POLE COMP HIGH MAST (REW)(100') LIGHT POLE COMP HIGH MAST (REW)(120') POLE CABLE DIST SYS (CONVENTIONAL) POLE CABLE DISTRIBUTION SYS (HIGH MAST) POLE CABLE DISTRIBUTION SYS (WALL MNT) LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)(10') LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)(15') LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)(20') LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)(25') LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)(30') LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)(35') LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)(40') LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)(45') LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)(50') 112 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0715511220 0715511230 0715511240 0715511245 0715511325 0715511330 0715511335 0715511340 0715511350 0715511435 0715511535 0715511540 0715511550 0715511610 0715511615 0715511640 0715512110 0715512120 0715512125 0715512130 0715512140 0715512145 0715512150 0715512220 0715512340 0715512610 0715512615 0715513125 0715513130 0715513135 0715513140 0715513145 0715513150 0715513435 0715514120 No. of Conts Weighted Average Total Amount Total Quantity 1 $3,923.64 $39,236.40 10.000 1 1 $2,946.20 $4,554.40 $79,547.40 $209,502.40 27.000 46.000 1 $4,908.60 $83,446.20 17.000 1 $3,230.40 $22,612.80 7.000 1 1 $3,941.50 $3,850.00 $260,139.00 $7,700.00 66.000 2.000 1 1 $5,263.20 $5,598.80 $21,052.80 $11,197.60 4.000 2.000 1 2 1 4 $3,700.00 $2,619.35 $5,000.00 $3,037.81 $29,600.00 $81,200.00 $10,000.00 $82,020.80 8.000 31.000 2.000 27.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL COMP(F&I)SGLARM SHLD MNT-GLV,20') COMP(F&I)SGLARM SHLD MNT-GLV,30') COMP(F&I)SGLARM SHLD MNT-GLV(40') COMP(F&I)SGLARM SHLD MNT-GLV(45') COMP(F&I)SGLARM SHLD MNT-CNC,25') COMP(F&I)SGLARM SHLD MNT-CNC,30') COMP(F&I)SGLARM SHLD MNT-CNC,35') COMP(F&I)SGLARM SHLD MNT-CNC,40') COMP(F&I)SGLARM SHLD MNT-CNC,50') COMP(F&I)SGLARM SHLD MNT-FBGL,35') COMP(F&I)SGLARM SHLD MNT-WOOD,35') COMP(F&I)SGLARM SHLD MNT-WOOD,40') COMP(F&I)SGLARM SHLD MNT-WOOD(50') COMP(F&I)SGLARM SHLD MNT-IRON,10') COMP(F&I)SGLARM SHLD MNT-IRON,15') COMP(F&I)SGLARM SHLD MNT-IRON,40') COMP(F&I)(DBLARM SHLD MNT-AL)(10') COMP(F&I)(DBLARM SHLD MNT-AL)(20') COMP(F&I)(DBLARM SHLD MNT-AL)(25') COMP(F&I)(DBLARM SHLD MNT-AL)(30') COMP(F&I)(DBLARM SHLD MNT-AL)(40') COMP(F&I)(DBLARM SHLD MNT-AL)(45') COMP(F&I)(DBLARM SHLD MNT-AL)(50') COMP(F&I,DBLARM SHLD MNT-GLV,20') COMP(F&I)(DBLARM SHLD MNT-CONC.40' COMP(F&I)DBLARM SHLD MNT-IRON(10') COMP(F&I)DBLARM SHLD MNT-IRON(15') COMP(F&I)(SGLARM WALL MNT-AL)(25') COMP(F&I)(SGLARM WALL MNT-AL)(30') COMP(F&I)(SGLARM WALL MNT-AL)(35') COMP(F&I)(SGLARM WALL MNT-AL)(40') COMP(F&I)(SGLARM WALL MNT-AL)(45') COMP(F&I)(SGLARM WALL MNT-AL)(50') COMP(F&I,SGLARM WALL MNT-FBGL,35') COMP(F&I)(DBLARM WALL MNT-AL)(20') 113 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0715514125 0715514130 0715514135 0715514140 0715514145 0715514150 0715515125 0715515130 0715515135 0715515140 0715515145 0715515150 0715515220 0715515325 0715516110 0715516115 0715516120 0715516125 0715516130 0715516135 0715516140 0715516145 0715516150 0715516155 0715516210 0715516240 0715516315 0715516320 0715516330 0715516340 0715516430 0715516435 0715516615 0715517135 0715517145 No. of Conts Weighted Average Total Amount Total Quantity 1 $3,008.00 $3,008.00 1.000 2 $7,100.00 $71,000.00 10.000 1 $5,613.60 $39,295.20 7.000 2 1 $3,225.91 $2,550.00 $83,873.60 $66,300.00 26.000 26.000 1 1 2 1 $4,031.00 $3,209.40 $2,726.05 $4,770.00 $24,186.00 $51,350.40 $703,321.20 $453,150.00 6.000 16.000 258.000 95.000 1 $5,000.00 $195,000.00 39.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL COMP(F&I)(DBLARM WALL MNT-AL)(25') COMP(F&I)(DBLARM WALL MNT-AL)(30') COMP(F&I)(DBLARM WALL MNT-AL)(35') COMP(F&I)(DBLARM WALL MNT-AL)(40') COMP(F&I)(DBLARM WALL MNT-AL)(45') COMP(F&I)(DBLARM WALL MNT-AL)(50') COMP(F&I)(SGLARM BR MNT-ALUM)(25') COMP(F&I)(SGLARM BR MNT-ALUM)(30') COMP(F&I)(SGLARM BR MNT-ALUM)(35') COMP(F&I)(SGLARM BR MNT-ALUM)(40') COMP(F&I)(SGLARM BR MNT-ALUM)(45') COMP(F&I)(SGLARM BR MNT-ALUM)(50') COMP(F&I)SGLARM BRDG MNT-GLV,20') COMP(F&I)SGL ARM BRDG MNT-CNC,25') COMP(F&I-POLE TOP MNT-ALUM) 10' COMP(F&I)(POLE TOP MNT-AL) (15') COMP(F&I)(POLE TOP MNT-AL) (20') COMP(F&I)(POLE TOP MNT-AL) (25') COMP(F&I)(POLE TOP MNT-AL) (30') COMP(F&I)(POLE TOP MNT-AL) (35') COMP(F&I)(POLE TOP MNT-AL) (40') COMP(F&I)(POLE TOP MNT-AL) (45') COMP(F&I)(POLE TOP MNT-AL) (50') COMP,F&I,POLE TOP MNT, AL,55' COMP(F&I)(POLE TOP MNT-GAL)(10') COMP(F&I)(POLE TOP MNT-GAL)(40') COMP(F&I)(POLE TOP MNT-CONC)(15') COMP(F&I)(POLE TOP MNT-CONC)(20') COMP(F&I)(POLE TOP MNT-CONC)(30') COMP(F&I)(POLE TOP MNT-CONC)(40') COMP(F&I)(POLE TOP MNT-FBR) (30') COMP(F&I)(POLE TOP MNT-FBR) (35') COMP(F&I,POLE TOP MNT-CI,15' COMP(F&I)(DBL ARM / BR MT-AL)(35') COMP(F&I)(DBL ARM / BR MT-AL)(45') 114 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0715521135 0715521140 0715521145 0715521150 0715521335 0715521340 0715521345 0715522140 0715531130 0715531135 0715531140 0715531145 0715532140 0715532145 0715534150 0715535130 0715535140 0715536115 0715536140 0715536340 0715540000 0715550000 0715561120 0715561130 0715561140 0715561145 0715561150 0715562140 0715565140 0715566120 0715566140 0715571130 0715571135 0715571140 0715571145 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $9,900.00 $10,155.55 $19,800.00 $50,777.75 2.000 5.000 18 29 $1,199.36 $296.70 $100,746.10 $383,040.76 84.000 1,291.000 2 $1,800.00 $5,400.00 3.000 1 $2,829.03 $11,316.12 4.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LIGHT LIGHT LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL COMP(FUR)(SGLARM SHLD MNT-AL)(35') COMP(FUR)(SGLARM SHLD MNT-AL)(40') COMP(FUR)(SGLARM SHLD MNT-AL)(45') COMP(FUR)(SGLARM SHLD MNT-AL)(50') COMP(FUR)(SARM SHLD MNT-CONC)(35') COMP(FUR)SGL ARM SHLD MNT-CNC(40') COMP(FUR)SGL ARM SHLD MNT-CNC(45') COMP(FUR)(DBLARM SHLD MNT-AL)(40') COMP(INS)(SGLARM SHLD MNT-AL)(30') COMP(INS)(SGLARM SHLD MNT-AL)(35') COMP(NSI)(SGLARM SHLD MNT-AL)(40') COMP(INS)(SGLARM SHLD MNT-AL)(45') (I)(DBLARM SHLD MNT-ALUM)(40') (I)(DBLARM SHLD MNT-ALUM)(45') COMP(INS)(DBLARM WALL MNT-AL)(50') (I)(SGLARM BRDG MNT ALUM)(30') COMP(INS)(SGLARM BRDG MNT AL)(40') COMP(INS)(POLE TOP MNT)(ALUM)(15') COMP(INS)(POLE TOP MNT)(ALUM)(40') COMP(INS)(POLE TOP MNT)(CONC)(40') POLE COMP(RELOCATE) POLE COMP(REMOVE) (RPR/REINST)(SGLARM SHLD AL) (20') (RPR/REINST)(SGLARM SHLD AL) (30') COMP(R&R)(SGLARM SHLD MNT)AL(40') COMP(R&R)(SGLARM SHLD MNT)AL(45') (RPR/REINST)(SGLARM SHLD AL) (50') COMP(R&R)(DBL ARM SHLD MNT)AL(40') COMP(R&R)(SGL ARM BRDG MNT)AL(40') COMP(R&R)(POLE TOP MNT) AL (20') COMP(R&R)(POLE TOP MNT) AL (40') COMP(F&I W/VIB DPR,SGLARM SH MT,30 COMP(F&I W/VIB DPR,SGLARM SH MT,35 COMP(F&I W/VIB DPR)SGLARM SM-AL40' COMP(F&I W/VIB DPR,SGLARM SH MT,45 115 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0715572145 0715572150 0715573135 0715573140 0715573145 0715574150 0715575115 0715575125 0715575130 0715575135 0715575140 0715575145 0715575150 0715575210 0715575610 0715576135 0715576140 0715576145 0715576150 0715577115 0715577130 0715577135 0715577145 0715577150 0715578150 0715611201 0715611401 0715612102 0715612202 0715612302 0715612402 0715613203 0715614404 0715615402 0715616106 No. of Conts Weighted Average Total Amount Total Quantity 1 1 1 1 1 $5,194.45 $5,814.70 $4,586.00 $3,545.00 $4,017.43 $5,194.45 $17,444.10 $4,586.00 $7,090.00 $200,871.50 1.000 3.000 1.000 2.000 50.000 1 2 3 4 2 1 $1,815.90 $1,913.46 $1,900.00 $2,622.09 $2,116.82 $4,386.00 $39,949.80 $199,000.00 $108,300.00 $136,348.80 $46,570.12 $8,772.00 22.000 104.000 57.000 52.000 22.000 2.000 1 1 4 1 $3,800.00 $3,332.00 $4,305.65 $4,500.00 $117,800.00 $9,996.00 $1,433,782.46 $45,000.00 31.000 3.000 333.000 10.000 2 1 2 1 4 6 $2,913.26 $2,438.00 $2,735.67 $2,500.00 $718.80 $2,681.48 $134,010.00 $341,320.00 $8,207.00 $10,000.00 $109,977.00 $807,126.90 46.000 140.000 3.000 4.000 153.000 301.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA LF EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL COMP(F&I W/VIB DPR,DBLARM,SM-AL45' COMP(F&I W/VIB DPR,DBLARM,SM-AL50' (F&I,VIB DPR)(S ARM W MNT)(AL 35') COMP(F&I,W/VIB DPR)SGLARM WM AL 40 COMP(F&I,W/VIB DPR)SGLARM WM AL 45 COMP(F&I W/VIB DPR,DBLARM,WM-AL50' COMP(F&I W/VIB DPR,SGLARM AL,15') COMP(F&I W/VIB DPR,SGLARM AL,25') COMP(F&I W/VIB DPR,SGLARM AL,30') COMP(F&I W/VIB DPR,SGLARM AL,35') COMP(F&I W/VIB DPR,SGLARM AL,40') COMP(F&I W/VIB DPR,SGLARM AL,45') COMP(F&I W/VIB DPR)(S ARM BR)(50') COMP(F&I,W/VIB DPR,SGLARM GS,10') COMP(F&I,W/VIB DPR,SGLARM CI,10') COMP(F&I)W/VIB DPR-POL TOP MT/AL35 COMP(F&I)W/VIB DPR-POL TOP MT/AL40 COMP(F&I)W/VIB DPR-POL TOP MT/AL45 COMP(F&I)W/VIB DPR-POL TOP MT/AL50 COMP(F&I W/VIB DPR,DBLARM AL,15') COMP(F&I)W/VIB DPR-DBLARM-BM/AL30' COMP(F&I)W/VIB DPR-DBLARM-BM/AL35' COMP(F&I)W/VIB DOR-DBLARM-BM/AL 45 COMP(F&I)W/VIB DPR-DBLARM-BM/AL50' (F/I VIB)(DBL POL TP MT)(AL) (50') COMP(AL STD)F&I(40'/LC1,ARM10'/LC1 COMP(AL STD)F&I(40'/LC1,ARM15'/LC1 COMP(AL STD)F&I(40'/LC2,ARM 8'/LC2 COMP(AL STD)F&I(40'/LC2,ARM10'/LC2 COMP(AL STD)F&I(40'/LC2,ARM12'/LC2 COMP(AL STD)F&I(40'/LC2,ARM15'/LC2 COMP(AL STD)F&I(40'/LC3,ARM10'/LC3 COMP(AL STD)F&I(40'/LC4,ARM15'/LC4 COMP(AL STD)F&I(40'/LC5,ARM15'/LC2 COMP(AL STD)F&I(40'/LC6,ARM 8'/LC6 116 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0715616206 0715616306 0715616406 0715617307 0715618108 0715618408 0715619109 0715619309 0715619409 0715621203 0715621303 0715621401 0715621403 0715622104 0715622106 0715622204 0715622206 0715622304 0715622306 0715622402 0715622404 0715622406 0715622407 0715622408 0715622409 0715622410 0715622411 0715623305 0715623405 0715624104 0715624106 0715624204 0715624206 0715624304 0715624404 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $2,780.00 $2,780.00 $2,780.00 $2,780.00 1.000 1.000 1 1 $2,780.00 $2,780.00 $5,560.00 $5,560.00 2.000 2.000 2 $3,985.77 $342,776.00 86.000 3 $3,587.04 $89,676.00 25.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL COMP,AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL COMP(AL STD,F&I,40'/LC6,ARM 10/LC6 STD)F&I(40'/LC9,ARM 12'LC9 STD)F&I(40'/LC6,ARM15'/LC6 STD)F&I(40'/LC7,ARM12'/LC7 STD)F&I(40'/LC8,ARM 8'/LC8 STD)F&I(40'/LC8,ARM15'/LC8 STD)F&I(40'/LC9,ARM 8'/LC9 STD)F&I(40'/LC6,ARM 12'LC6 STD)F&I(40'/LC9,ARM15'/LC9 STD)F&I(45'/LC1,ARM 10'LC3 STD)F&I(45'/LC1,ARM 12'LC3 STD)F&I(45'/LC1,ARM 15'LC1 STD)F&I(45'/LC1,ARM 15'LC3 STD)F&I(45'/LC2,ARM 8'/LC4 STD)F&I(45'/LC2,ARM 8'/LC6 STD)F&I(45'/LC2,ARM10'/LC4 STD)F&I(45'/LC2,ARM10'/LC6 STD)F&I(45'/LC2,ARM12'/LC4 STD)F&I(45'/LC2,ARM12'/LC6 STD)F&I(45'/LC2,ARM15'/LC2 STD)F&I(45'/LC2,ARM15'/LC4 STD)F&I(45'/LC2,ARM15'/LC6 STD)F&I(45'/LC2,ARM15'/LC7 STD)F&I(45'/LC2,ARM15'/LC8 STD)F&I(45'/LC2,ARM15'/LC9 STD)F&I(45'/LC2,ARM15'LC10 STD)F&I(45'/LC2,ARM15'LC11 STD)F&I(45'/LC3,ARM12'/LC5 STD)F&I(45'/LC3,ARM15'/LC5 STD)F&I(45'/LC4,ARM 8' LC4 STD)F&I(45'/LC4,ARM 8'/LC6 STD)F&I(45'/LC4,ARM10'/LC4 STD)F&I(45'/LC4,ARM10'/LC6 STD)F&I(45'/LC4,ARM12'/LC4 STD)F&I(45'/LC4,ARM15'/LC4 117 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0715624406 0715625107 0715625207 0715625307 0715625407 0715626208 0715626308 0715626408 0715627209 0715627409 0715628210 0715628410 0715631111 0715631305 0715631401 0715631405 0715632106 0715632107 0715632402 0715632406 0715634408 0715635209 0715635409 0715636406 0715636410 0715637411 0715712402 0715722304 0721 70 11 0721 72 0721 73 0721 74 1 0721 74 2 0721 75 1 0721 75 2 No. of Conts Weighted Average Total Amount Total Quantity 1 $2,832.00 $22,656.00 8.000 1 $5,000.00 $70,000.00 14.000 2 $3,637.20 $58,195.20 16.000 1 1 $2,496.00 $2,200.00 $234,624.00 $2,200.00 94.000 1.000 1 $1,800.00 $19,800.00 11.000 1 $2,600.00 $28,600.00 11.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA LS LS EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LI/PL COMP(AL STD)F&I(45'/LC4,ARM15'/LC6 LI/PL COMP(AL STD)F&I(45'/LC5,ARM8'/LC7) LI/PL COMP(AL STD)F&I(45'/LC5,ARM10'LC7) LI/PL COMP(AL STD)F&I(45'/LC5,ARM12'/LC7 LI/PL COMP(AL STD)F&I(45'/LC5,ARM15'/LC7 LI/PL COMP(AL STD)F&I(45'/LC6,ARM10'LC8) LI/PL COMP(AL STD)F&I(45'/LC6,ARM12'LC8) LI/PL COMP(AL STD)F&I(45'/LC6,ARM15'LC8) LI/PL COMP(AL STD)F&I(45'/LC7,ARM10'LC9) LI/PL COMP(AL STD)F&I(45'/LC7,ARM15'LC9) LI/PL COMP(AL STD)F&I(45'/LC8ARM10'LC10) LI/PL COMP(AL ST)F&I(45'/LC8,ARM15'/LC10 LI/PL COMP(AL STD)F&I(50'/LC1,ARM8'/LC11 LI/PL COMP(AL STD)F&I(50'/LC1,ARM12'/LC5 LI/PL COMP(AL STD)F&I(50'/LC1,ARM15'/LC1 LI/PL COMP(AL STD)F&I(50'/LC1,ARM15'/LC5 LI/PL COMP(AL STD)F&I(50'/LC2,ARM 8'/LC6 LI/PL COMP(AL STD)F&I(50'/LC2,ARM 8'/LC7 LI/PL COMP(AL STD)F&I(50'/LC2,ARM15'/LC2 LI/PL COMP(AL STD)F&I(50'/LC2,ARM15'/LC6 LI/PL COMP(AL STD)F&I(50'/LC4,ARM15'/LC8 LI/PL COMP(AL STD)F&I(50'/LC5,ARM10'/LC9 LI/PL COMP(AL STD)F&I(50'/LC5,ARM15'/LC9 LI/PL COMP(AL STD)F&I(50'/LC6,ARM15'/LC6 LI/PL COMP(AL STD)F&I(50'LC6,ARM15'/LC10 LI/PL COMP(AL STD)F&I(50'/LC7,ARM15'LC11 LI/PL COMP(AL STD)FUR(40'/LC2,ARM15'/LC2 LI/PL COMP(AL STD)FUR(45'/LC2,ARM12'/LC4 PASSENGER SHELTER (AL) (PRE-FABRATED) CONNECTION WATER SERVICE CONNECTION SEWAGE SERVICE TRASH RECEPTACLE (PRE-FABRICATED) TRASH RECEPTACLE (PRECAST) BENCHES (F&I) (PRE-FABRICATED) BENCHES (F&I) (PRECAST) 118 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0721 0721 0721 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 76 2 77 80 70 76101 76102 76103 76104 76105 76106 76107 76108 76109 76110 76111 76112 76113 76114 76116 76117 76119 76122 76123 76124 76125 76126 76131 76133 76403 76405 76406 76407 76408 76409 76410 Weighted Average Total Amount Total Quantity 1 $120.00 $6,000.00 50.000 6 $218.49 $219,800.00 1,006.000 1 $220.00 $40,480.00 184.000 3 $190.99 $50,040.00 262.000 1 $508.00 $130,556.00 257.000 1 $500.00 $75,000.00 150.000 Unit Meas Obs? Description EA EA LS PW LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TELEPHONE BOOTHS (F&I) (PRECAST) BICYCLE PARKING RACK PEDESTRIAN PLAZA WELL (TO 150' DEPTH) CASING STEEL (F&I) ( 2") CASING STEEL (F&I) ( 3") CASING STEEL (F&I) ( 4") CASING STEEL (F&I) ( 6") CASING STEEL (F&I) ( 8") CASING STEEL (F&I) (10") CASING STEEL (F&I) (12") CASING STEEL (F&I) (14") CASING STEEL (F&I) (16") CASING STEEL (F&I) (18") CASING STEEL (F&I) (20") CASING STEEL (F&I) (22") CASING STEEL (F&I) (24") CASING STEEL (F&I) (26") CASING STEEL (F&I) (30") CASING STEEL (F&I) (32") CASING STEEL (F&I) (36") CASING STEEL (F&I) (42") CASING STEEL (F&I) (48") CASING STEEL (F&I) (54") CASING STEEL (F&I) (60") CASING STEEL (F&I) (66") CASING STEEL (F&I) ( 90") CASING STEEL (F&I) (120") CASING STEEL (REMOVE) ( 4") CASING STEEL (REMOVE) ( 8") CASING STEEL (REMOVE) (10") CASING STEEL (REMOVE) (12") CASING STEEL (REMOVE) (14") CASING STEEL (REMOVE) (16") CASING STEEL (REMOVE) (18") 119 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0730 0735 0735 76411 76413 76416 76419 76503 76504 76505 76506 76507 77 01 77 03 77 04 77 05 77 06 77 07 77 08 77 09 77 10 77 11 77 12 77 13 77 16 77 19 77 22 77 23 77 25 82 83 4 83 6 84 4 86 1 87 88 73 74 Weighted Average Total Amount Total Quantity 1 $220.00 $9,900.00 45.000 1 $1,200.00 $2,400.00 2.000 2 $178.85 $4,650.00 26.000 1 $225.00 $4,050.00 18.000 1 $304.00 $36,480.00 120.000 1 $6,300.00 $6,300.00 1.000 2 2 $14.35 $1,074,500.00 $557,641.60 $2,149,000.00 38,849.000 2.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA SF PW PW LF PS EA EA SF LS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CASING STEEL (REMOVE) (20") CASING STEEL (REMOVE) (24") CASING STEEL (REMOVE) (30") CASING STEEL (REMOVE) (36") CASING STEEL (INSTALL) ( 4") CASING STEEL (INSTALL) ( 6") CASING STEEL (INSTALL) ( 8") CASING STEEL (INSTALL) (10") CASING STEEL (INSTALL) (12") CASING SPACERS (F&I) ( 2") CASING SPACERS (F&I) ( 4") CASING SPACERS (F&I) ( 6") CASING SPACERS (F&I) ( 8") CASING SPACERS (F&I) (10") CASING SPACERS (F&I) (12") CASING SPACERS (F&I) (14") CASING SPACERS (F&I) (16") CASING SPACERS (F&I) (18") CASING SPACERS (F&I) (20") CASING SPACERS (F&I) (22") CASING SPACERS (F&I) (24") CASING SPACERS (F&I) (30") CASING SPACERS (F&I) (36") CASING SPACERS (F&I)(42") CASING SPACERS (F&I) (48") CASING SPACERS (F&I) (60") PUMP HOUSE WELL (TO 250' DEPTH)( 4" CASING) WELL (TO 250' DEPTH)( 6" CASING) WELL(IN EXCESS OF 250' DEPTH)(4" CASING) GROUNDWATER TEST(SET NO. 1) GROUNDWATER MONITORING WELL INSTALLATION PUMPING SYSTEM ARCHITECTURAL WORK (INCL MISC ITEMS) TOLL PLAZA 120 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0735 0735 0735 0735 0735 0735 0735 0735 0735 0735 0735 0735 0735 0735 0735 0735 0735 0735 0735 0735 0735 0735 0736 0736 0736 0736 0736 0736 0737 0737 0737 0737 0737 0737 0737 74 1 74 2 74 3 74 4 74 5 74 6 74 7 74 8 74 9 74 10 74 11 74 12 78 1 78 2 78 3 78 4 82 1 84 1 84 2 86 2 88 89 70 1 72 11 72 12 73 1 74 1 75 70 1 70 2 70 3 70 4 71 1 71 3 71001 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $335,000.00 $335,000.00 $335,000.00 $335,000.00 1.000 1.000 2 $176,693.00 $353,386.00 2.000 1 $10,000.00 $10,000.00 1.000 3 $727.56 $77,849.10 107.000 Unit Meas Obs? Description LS LS LS LS LS LS LS LS LS LS LS LS EA EA EA EA SF EA EA EA LS EA EA LS LS LS EA EA EA EA EA EA LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TOLL PLAZA (LOCATION # 1) TOLL PLAZA (LOCATION # 2) TOLL PLAZA (LOCATION # 3) TOLL PLAZA (LOCATION # 4) TOLL PLAZA (LOCATION # 5) TOLL PLAZA (LOCATION # 6) TOLL PLAZA (LOCATION # 7) TOLL PLAZA (LOCATION # 8) TOLL PLAZA (LOCATION # 9) TOLL PLAZA (LOCATION #10) TOLL PLAZA (LOCATION #11) TOLL PLAZA (LOCATION #12) TOLL BOOTH (RELOCATE EXISTING) TOLL BOOTH (14') TOLL BOOTH (10') TOLL BOOTH (11') TOLL PLAZA CANOPY (CONCRETE) TOLL PLAZA ISLAND (NEW) TOLL PLAZA ISLAND (MODIFY) DET VEH(TREADLE FRAME) (NEW CONC PAVT) TOLL PLAZA MODIFY EXISTING AUTOMATIC WINSHIELD WASHER UTILITY STRUCTURE (ADJUST /MILLING) UTILITY RELOCATION (WATER) (PERMANENT) UTILITY RELOCATION (WATER) (TEMPORARY) RAILROAD TRACK WORK RAILROAD TURNOUT AND CROSSOVER (NO.10) RAILROAD CROSSING SIGNAL(CLASS II)TYPE I UTILITY LOCATE (UNDERGROUND) UTILITY LOCATE (UNDER-PAVEMENT) UTILITY LOCATE (ELECTRONIC) UTILITY LOCATE (UNDERWATER) ELEC UTIL DESGNAT(UNDERGROUND)(JPA ONLY) ELEC UTIL DESGNAT(ELEC)(JPA ONLY) ELEC UTIL DESGNAT(UNDERGRND) (JPA ONLY) 121 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0740 0740 0740 0740 0740 0741 0741 0741 0741 0741 0742 0742 0742 0743 0743 0743 0743 0744 0744 0744 0745 0745 0746 0746 0746 0746 0746 0746 0746 0746 0746 0746 0746 0746 0746 71121 71131 71134 71144 71544 70111 70112 70121 70122 70123 70 12 70 15 70 42 70 11 70 12 70 21 70 31 70 11 70 31 70 32 70 11 70 12 71111 71112 71113 71122 71131 71132 71133 71211 71212 71213 71221 71222 71232 Weighted Average Total Amount Total Quantity 1 $227.00 $441,969.00 1,947.000 51 $1,032.69 $439,925.30 426.000 1 61 9 6 $1,100.00 $1,228.55 $2,766.51 $2,667.54 $3,300.00 $1,017,242.34 $44,264.18 $24,007.86 3.000 828.000 16.000 9.000 11 9 $2,988.93 $2,918.25 $83,690.00 $67,119.79 28.000 23.000 11 6 $2,810.67 $3,368.04 $50,592.00 $47,152.60 18.000 14.000 1 $2,000.00 $2,000.00 1.000 Unit Meas Obs? Description LF LF LF LF LF EA EA EA EA EA AS AS AS AS AS AS AS EA EA EA AS AS EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y WALL (F&I) (PANEL WALL) (8') WALL (F&I) (BLOCK WALL) WALL (F&I) (BLOCK WALL) WALL (F&I) (OTHER) WALL (OTHER) TMS VEH SNSR(CLS II)(F&I)(TYP I)(1/2 LN) TMS VEH SNSR(CLS II)(F&I)(TYP I-FULL LN) TMS VEH SNSR(CLS II)(F&I)(TYP II)(1/2LN) TMS VEH SNSR(CLS II)(F&I)(TYP II)(FULLN) TMS VEH SNSR(CLS II,F&I,TYP II,NONINT) TMS (WT IN MOTION)(F&I)(PIEZO)ELEC. ASM TMS (WT IN MOTION)(F&I)(OTH)ELEC. ASM TMS (WT IN MOTION)(REM)(PIEZO)ELEC. ASM TMS VEH S/CLS. UNIT(F&I)(ELECTRON. CBL) TMS VEH S/CLS. UNIT(F&I)(ELECTRON.ONLY) TMS VEH S/CLS. UNIT(FUR)(ELECTRON. CBL) TMS VEH S/CLS. UNIT(INS)(ELECTRON.&EQP) TMS SOLAR POWER UNIT(F&I)(NEW POLE) TMS SOLAR POWER UNIT(INS)(NEW POLE) TMS SOLAR POWER UNIT(INS)(EXISTING POLE) TMS INDUCTIVE LOOP ASM(F&I)(1 LOOPS/LN) TMS INDUCTIVE LOOP ASM(F&I)(2 LOOPS/LN) TMS CAB(F&I,TYP III,BSE MNT,1 BACKPLANE) TMS CAB(F&I,TYP III,BSE MNT,2 BACKPLANE) TMS CABINET(F&I)(TYPE III)(BASE MNT) TMS CAB(F&I,TYP III,POLE MNT,BACKPLANE 2 TMS CAB(F&I)(TYP III)(PED)(1 BACKPLANE) TMS CAB(F&I)(TYP III)(PED)(2 BACKPLANE) TMS CAB(F&I)(TYP III)(PED)BACKPLANE(0) TMS CAB(F&I,TYP IV,BSE MNT,1 BACKPLANE) TMS CAB(F&I,TYP IV,BSE MNT,2 BACKPLANE) TMS CAB(F&I)(TYP IV)(BASE MNT)(NONE) TMS CAB(F&I,TYP IV,POLE MNT,1 BACKPLANE) TMS CAB(F&I)TYP IV(POLE MNT)2 BACKPLANE) TMS CAB(F&I)TYP IV(PEDESTAL)2 BACKPLANE) 122 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0746 71312 0746 73111 0746 73112 0746 73132 0746 73221 0746 73312 0746 74111 0746 74112 0746 74121 0746 74131 0746 74312 0747 70 11 0747 70 31 0750 71 0750 77 0750 77 3 0750 78 0750 79 0750 80 0750 81 0750 83 0750711100 0750711101 0750711102 0750711110 0750711112 0750711113 0750711114 0750711118 0750711119 0750711123 0750711126 0750711127 0750711132 0750711200 No. of Conts Weighted Average Total Amount Total Quantity 1 $3,610.80 $3,610.80 1.000 1 $7,000.00 $7,000.00 1.000 1 6 $1,719.30 $1,474.91 $1,719.30 $16,224.00 1.000 11.000 1 $1,300.00 $2,600.00 2.000 4 $106,270.56 $637,623.35 6.000 1 3 $7,000.00 $453.03 $7,000.00 $1,359.10 1.000 3.000 9 $3,014.75 $322,578.10 107.000 1 $591.30 $7,095.60 12.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA LS PB PB EA LS LS EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TMS CAB(F&I)(TYP V)(BSE MNT)2 BACKPLANE TMS CAB(INS)TYP III(BSE M)(1 BACKPLANE) TMS CAB(INS)TYP III(BSE M)(2 BACKPLANE) TMS CAB(INS)TYP III(PED MNT)(2BACKPLANE) TMS CAB(INS)TYP IV(POLE MT)(1 BACKPLANE) TMS CAB(INS,TYP V,BSE MNT,2 BACKPLANE) TMS CAB(MOD)TYP III(BSE MT)(1 BACKPLANE) TMS CAB(MOD)TYP III(BSE MT)(2 BACKPLANE) TMS CAB(MOD)TYP III(POLE MT)(1 BCKPLANE) TMS CAB(MOD)TYP III(PED MT)(1 BACKPLANE) TMS CAB(MOD)TYP V(BASE MT)(2 BACKPLANE) TMS MODEM (F&I) TMS MODEM (INS) ELECTRICAL WORK BUILDING REST FACILITY BUILDING REST FACILITY (MODIFICATION) FLAG POLE ELECTRICAL POWER SUPPLY TELEPHONE SERVICE RADIO WEATHER SERVICE RECEIVER SEPTIC TANK AND DISPOSAL SYSTEM LIGHTNING PROT SYS(F&I)(POINT DISCHARGE) LIGHTNING PROT SYS(F&I)(POINT DISCHARGE) LIGHTNING PROT SYS(F&I)(POINT DISCHARGE) LIGHTNING PROT SYS(F&I)(POINT DISCHARGE) LIGHTNING PROT SYS(F&I)(POINT DISCHARGE) LIGHTNING PROT SYS(F&I)(POINT DISCHARGE) LIGHTNING PROT SYS(F&I)(POINT DISCHARGE) LIGHTNING PROT SYS(F&I)(POINT DISCHARGE) LIGHTNING PROT SYS(F&I)(POINT DISCHARGE) LIGHTNING PROT SYS(F&I)(POINT DISCHARGE) LIGHTNING PROT SYS(F&I)(POINT DISCHARGE) LIGHTNING PROT SYS(F&I)(POINT DISCHARGE) LIGHTNING PROT SYS(F&I)(POINT DISCHARGE) LGTNG PROT SYST(STATIC CHG.DISSIPATION) 123 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0750711201 0750711202 0750711213 0750711218 0750711231 0750711232 0750711234 0750711300 0750711331 0750711332 0750711334 0751 1 0753 72 0755 70 0755 70 1 0755 70 2 0755 70 3 0755 70 4 0755 70 5 0755 72 0755 72 1 0755 72 2 0760 70 2 0760 70 4 0760 70 5 0764 1 0764 2 0770 70 0770 75 1 0770 77 0770 78 0770 79 0770 80 1 0770 81 0770 89 11 No. of Conts Weighted Average Total Amount Total Quantity 5 $486.91 $166,522.40 342.000 1 $20,000.00 $20,000.00 1.000 2 2 $5,000.00 $148,665.00 $10,000.00 $297,330.00 2.000 2.000 1 $30,000.00 $30,000.00 1.000 1 $353,210.50 $353,210.50 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA PB EA PL PL PL PL PL PL PL LS PL EA EA EA SF SF EA EA PB EA LS LS LS SF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LGTNG PROT SYS(STAT CHG DIS 1- 1000SF) LGTNG PROT SYS(STAT CHG DIS,1001- 2000SF LGTNG PROT SYS(STAT CHG DIS 12001-13000 LGTNG PROT SYS(STAT CHG DIS 17001-18000 LGTNG PROT SYS(STATIC CHG DISIP 1 LEAF) LGTNG PROT SYS(STATIC CHG DISIP 2 LEAF) LGTNG PROT SYS(STATIC CHG DISIP 4 LEAF) LIGHTNING PROT SYS(SURGE SUPRESSION) LIGHTNING PROT SYS(SURGE SUPRES 1 LEAF) LIGHTNING PROT SYS(SURGE SUPRES 2 LEAF) LIGHTNING PROT SYS(SURGE SUPRES 4 LEAF) ASBESTOS ABATEMENT (BUILDINGS) LIFT STATION (SANITARY SEWER) PLANT SEWAGE TREATMENT (NEW) PLANT SEWAGE TREATMENT (ADDITION) PLANT SEWAGE TREATMENT (RENOVATION) PLANT SEWAGE TREATMENT (MODIFICATION) PLANT SEWAGE TREATMENT (REPLACE) PLANT SEWAGE TREATMENT (REMOVE) PLANT WATER TREATMENT WATER TREATMENT AERATOR PLANT WATER TREATMENT (RENOVATION) PICNIC PAVILION (RENOVATION) PICNIC PAVILION (SMALL)( 8-12 SEATS) PICNIC PAVILION (LARGE)(24-36 SEATS) BOAT DOCK (F&I)(FLOATING) BOAT DOCK (F&I)(GANGWAY) OFFICE BUILDING PRE-PASS SENSOR, ASPHALT EMBEDDED BUILDING (INSPECTION/COMFORT STATION) STATIC / WEIGH-IN-MOTION SCALE SYSTEM WEIGH STATION BUILDING MODIFY EXISTING REROOFING BUILDING ADDITIONAL UNCOVERED A(F&I) (PLANTERS) 124 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0770 89 15 0770 89 55 0770 93111 0770 93112 0770 93113 0770 93114 0770067109 0770102101 0770102102 0770103101 0770104102 0770107101 0770107109 0770107709 0770115103 0770115209 0770117101 0770120 0770131107 0770131109 0770136103 0770136209 0770141101 0770141102 0770141103 0770141104 0770146104 0770148103 0770151102 0770200 0770210 0770230 0770240 0770270 0770301700 No. of Conts 1 Weighted Average $16,000.00 Total Amount $16,000.00 Total Quantity 1.000 Unit Meas Obs? Description SF SF EA EA EA EA EA SF SF SF SF SF SF SF SF SF SF LS LS SF SF SF SF SF SF SF SF SF SF EA EA EA EA EA LS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y ADDITIONAL UNCOVERED AREA(F&I) (OTHERS) ADDITIONAL UNCOVERED AREA(OTH) (OTHS) AIR COND. SYS (F&I)(DIRECT EXP .5-.9 TN) AIR COND. SYS (F&I)(DIRECT EXP 1-1.9 TN) AIR COND. SYS (F&I)(DIRECT EXP 2-2.9 TN) AIR COND. SYS (F&I)(DIRECT EXP 3-4.9 TN) BLD(OTH-WT STAT.-OTH-ABV GRND SGL-OTH) BLD(NEW-OTH -WOOD SIDE-ABV GRND 1)( 8') BLD(NEW-OTH -WOOD SIDE-ABV GRND 1)( 9') BLD(NEW-OTH ST SIDE-ABV GRND 1)( 8') BUILDING(NEW-OTH -CNC-ABV GRND 1)( 9') BUILDING(NEW-OTH -OTH-ABV GRND 1)( 8') BUILDING(NEW-OTH -OTH-ABOVE GROUND) BUILDING(NEW-OTHER -OTHER-OTHER)( 8') BLD(NEW-OFC -BRICK -ABV GRND 1)(10') BUILDING(NEW-OFFICE -BRICK -ABV GRND 2) BUILDING(NEW-OFC -OTH -ABV GRND 1)( 8') BUILDING(NEW-MAINTENANCE) BLD(NEW WELC STA CNC BLK-ABV GRND)20FT BLD(NEW WELCOME STA CNC BLK-ABV GRND 1) BLD(NEW WELCOME STA COMB-ABV GRND 1,10') BLD(NEW WELCOME STA COMB-ABV GRND 2,OTH) BUILDING (NEW REST-FAC)(CNC-BLOCK) ( 8') BUILDING (NEW REST-FAC)(CNC-BLOCK) ( 9') BUILDING (NEW REST-FAC)(CNC-BLOCK) (10') BUILDING (NEW REST-FAC)(CNC-BLOCK) (12') BLDG(NEW REST-FAC)(COMBINATION) (12') BUILDING (NEW REST-FACILITY)(TILE) (10') BLD(NEW SERV PLAZA C BLK ABV GRND 1)(9') BUILDING(RENOVATION-OTHER) BUILDING(RENOVATION-OFFICE) BUILDING(REN)(WELCOME STATION) BUILDING(RENOVATION-REST FAC/MEN-WOMEN) BUILDING(RENOVATION-FUEL STATION) BUILDING, ADDITION, CONCRETE BLOCK 125 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0770311102 0770321106 0770341105 0770704309 0770706109 0770707106 0770776104 0770794409 0780 1 11 0780 1 12 0780 1 13 0781 2 12 0781 11213 0781 11214 0781 11215 0781 11216 0781 11217 0781 11225 0781 11229 0781 11231 0781 11232 0781 11233 0781 11240 0781 13213 0781 13214 0781 13215 0781 13232 0782 1 11 0782 1 13 0782 1 31 0782 1 41 0782 1 43 0782 2121 0782 2131 0782 3 1 No. of Conts 1 Weighted Average $500,000.00 Total Amount $500,000.00 Total Quantity 1.000 Unit Meas Obs? Description SF SF SF SF SF SF SF SF AS LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y BLD(ADD -OFC -CNC BLK-ABV GRND 1)( 9') BLD(ADD -MNT -CNC BLK-ABV GRND 1)(18') BLD(ADD/REST FAC)CONC BLK(ABV GRND)(14') BLD(REM-OTH CNC-ABOVE GRND 3) (OTH) BLD(REM-OTH)(COMB ABOVE GRND 1) (OTH) BUILDING(REM-OTH-OTH-ABOVE GRND 1) (18') BLD(REM-FUEL STAT-COMB ABV GRND 1)(12') BLD(REM-PRK GRG-CONC-ABVE GRND4)OTHER ITS ELECTRICAL POWER, F&I, SERVICE ITS ELECTRICAL POWER, F&I, SERVICE WIRE ITS ELECTRICAL POWER, F&I, SERVICE DISC ITS HIGHWAY ADVISORY RADIO, F&I, AC POW ITS DYNAMIC MESSAGE SIGN, F&I ITS DYNAMIC MESSAGE SIGN, F&I ITS DYNAMIC MESSAGE SIGN, F&I ITS DYNAMIC MESSAGE SIGN, F&I ITS DYNAMIC MESSAGE SIGN, F&I ITS DYNAMIC MESSAGE SIGN, F&I ITS DYNAMIC MESSAGE SIGN, F&I ITS DYNAMIC MESSAGE SIGN, F&I ITS DYNAMIC MESSAGE SIGN, F&I ITS DYNAMIC MESSAGE SIGN, F&I ITS DYNAMIC MESSAGE SIGN, F&I ITS DYNAMIC MESSAGE SIGN, INS ITS DYNAMIC MESSAGE SIGN, INS ITS DYNAMIC MESSAGE SIGN, INS ITS DYNAMIC MESSAGE SIGN, INS ITS CCTV CAMERA, F&I, DOME ENCL-PRES. ITS CCTV CAMERA, F&I, DOME ENCL - NP ITS CCTV CAMERA, INS, DOME ENCL - PRES ITS CCTV CAMERA, REL, DOME ENCL, PRES ITS CCTV CAMERA, REL,DOME ENCL,NON-PRES ITS VIDEO DISPLAY, F&I, WORK STA, LCD ITS VIDEO DISPLAY, F&I, MONITOR, LCD ITS REST AREA INFORMATION SYS, F&I 126 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 0783 0783 0783 0783 0783 0783 0783 0783 0783 0783 0783 0783 0783 0783 0783 0783 0783 0783 0783 0783 0783 0783 0783 0784 0784 0784 0784 0784 0784 0784 0784 0785 0785 0785 0785 1111 1121 1122 1123 1600 2 31 2 32 3 11 3 12 3 13 3 14 3 15 3 16 3 17 4 11 4 12 4 13 4 22 4112 5 1 6 1 7 1 8 1 1 1 2 1 3 11 4 11 5 11 5 12 6 11 6 12 1 11 1 12 1 13 2 11 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description LF LF LF LF LF EA EA EA EA EA EA EA EA EA LF LF LF LF LF EA EA EA LF EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y N Y Y Y Y Y Y Y Y Y Y N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS ITS FIBER OPTIC CABLE, F& I, OHD,2 -12 FIBER OPTIC CABLE, F& I, UG,2 -12 FIBER OPTIC CABLE, F& I, UG,13-48 FIBER OPTIC CABLE, F& I, UG, 49 - 96 FIBER OPTIC CABLE, REMOVE FIBER OPTIC CONNECTION, INS, SPLICE FIBER OPTIC CONNECTION, INS, TERM FIBER OPTIC CONN HDWR, SPLICE ENC FIBER OPTIC CONN HDWR, SPLICE TRAY FIBER OPTIC CONN HDWR, PRE CONN ASY FIBER OPTIC CONN HDWR, BUFF TUBE FAN FIBER OPTIC CONN HDWR, PATCH PAN PRE FIBER OPTIC CONN HDWR, PATCH PAN FLD FIBER OPTIC CONN HDWR, CONN PANEL CONDUIT, F& I, ABOVEGROUND CONDUIT, F& I, UNDERGROUND CONDUIT, F& I, UNDERPAVT-SAWCUT CONDUIT, FUR, UNDERGROUND CONDUIT, F& I, UNDERGROUND PULL BOX FOR FIBER OPTIC, F&I SPLICE BOX FOR FIBER OPTIC, F&I PULL & JUNCTION BOX, F&I MULTI-CONDUCTOR COM CABLE, F&I MANAGED FIELD ETHERNET SWITCH, F&I DEVICE SERVER, F&I DIGITAL VIDEO ENCODER/SOFTWARE DECO. DIGITAL VIDEO DECODER MANAGED ETHERNET HUB SWITCH,F&I, LH MANAGED ETHERNET HUB SWITCH,F&I, SH WIRELESS COMM DEVICE, F&I, ET ACC PT WIRELESS COMM DEVICE, F&I, ET SUB UN POLE, F&I, CONC W/ LOWERING DEVICE POLE, F&I, STEEL W/ LOWERING DEVICE POLE, F&I, CONC W/O LOWERING DEVICE CABINET, F&I, TYPE 336 127 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0785 2 12 0785 2 19 0785 2 40 0785 2 60 0785 3 19 0786 1 11 0786 1 19 0823 11100 0823 14150 0825111110 0825111130 0825112110 0825132210 0825133210 0825142210 0825148210 0825311075 0825482 1 0825511211 0825512123 0825512223 0825548111 0825548121 0825548211 0825548221 0827 2121 0827 2321 0830117211 0830142821 0830144821 0832 1 2 0832 2 1 0832 2 2 0900576 1 0901337 8 No. of Conts 1 Weighted Average $240.00 Total Amount $142,680.00 Total Quantity 594.500 Unit Meas Obs? Description EA EA EA EA EA EA EA SY SY LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA EA EA EA LF LF LF EA EA EA AC TN Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y ITS CABINET, F&I, TYPE 332 ITS CABINET, F&I, SPECIAL ITS CABINET, RELOCATE ITS CABINET, REMOVE ITS EQUIP SHELTER, F&I, SPECIAL ITS VEHICLE DETECTION SYS,F&I, MICROWAVE ITS VEHICLE DETECTION SYS, F&I, SPL SUBBALAST (F&I) ( 4") SUBBALAST (REM) ( 6") STD TRACK(F&I)100 #/SY(CWR)(TIMB TIE)SRH STD TRACK(F&I)100 #/SY(CWR)(STL TIE)SRH STD TRACK(F&I)115 #/SY(CWR)(TIMB TIE)SRH STD TRACK(INS)115 #/SY(JR)(TIMB)SRH STD TRACK(INS)(119 #/YD)(JR)TIMB(SRH) STD TRACK(REM)(115 #/YD)(JR)(TIMB)(SRH) STD TRACK(REM)(SPL)(JR)TIMB(SRH) TRACK RAISING(CWR)(TIMBER TIE)( 3") LINE & SURFACE(SPL RAIL)(JR)(TIMB TIE) TURNOUT(F&I)100#/YD(LH)# 08(TIMB TIE) TURNOUT(F&I)115#/YD(RH)#10(STL TIE) TURNOUT(F&I)115#/YD(LH)#10(STL TIE) TURNOUT(REM)SPL(RH)# 08(TIMB TIE) TURNOUT(REM)SPL(RH)# 10(TIMB TIE) TURNOUT(REM)SPL(LH)# 08(TIMB TIE) TURNOUT(REM)SPL(LH)# 10(TIMB TIE) BUMPER POST (F&I)(115 #/SY)(SOLID) BUMPER POST (INS)(115 LB/SY)(SOLID) GRADE XING(F&I)SPL(115 #/YD)CWR/TIMB GRADE XING(REM)RUB(SPECIAL)JR/TIMB GRADE XING(REM)ASPH(SPECIAL)JR/TIMB ELECTRIC FLASH-BUTT WELD (115 #/YD) THERMITE WELD (100 #/YD) THERMITE WELD (115 #/YD) GRASSING COMPLETE BONDED ASPH CONC FRICTION COURSE 128 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0902576 1 0902576 2 0902577 1 0903455 1 0903455 2 0903460 1 0903527 1 0904439 2 0904540 1 0904540 2 0904540 3 0904540 4 0904710111 0904710121 0904710131 0904710141 0904710211 0904710221 0904710231 0904710241 0904711111 0904711112 0904711121 0904711131 0904711132 0904711134 0904711136 0904711137 0904711141 0904711160 0904711170 0904711211 0904711212 0904711221 0904711231 No. of Conts Weighted Average Total Amount Total Quantity 1 4 1 $1.95 $2.36 $1.55 $734,350.50 $449,908.17 $34,825.40 376,590.000 190,480.000 22,468.000 19 $505.92 $262,573.50 519.000 1 $15.00 $448,365.00 29,891.000 1 $1,535.00 $33,156.00 21.600 1 $6.20 $1,364.00 220.000 1 $250.00 $500.00 2.000 1 $630.00 $1,449.00 2.300 1 $1,520.00 $15,504.00 10.200 Unit Meas Obs? Description SY SY SY EA LF LF EA SY LF LF LF EA NM GM LF LF NM GM LF LF NM NM GM LF LF LF LF LF LF EA EA NM NM NM LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PERFORMANCE GRASSING PERFORMANCE SODDING REWORKING SHOULDER EMBEDDED DATA COLLECTOR PLASTIC MARINE COMPOSITE PILE TUNNEL CONSTRUCTION (F&I)(12' DIA) APPLIED DETECTABLE WARNING DEVICE SYN SUBSURF DRAINAGE LAYER,DBL SIDED HIGH TENSION CABLE BARRIER SYS W/ANCHORS HI TENSION CABLE BAR SYS-SOCKETED POST HI TENSION CABLE BAR SYS-DRIVEN POST HI TENSION CABLE BAR SYS-END TERMINAL PAVT MARKING(HPP)(WHITE)(SOLID)(6") PAVT MARKING(HPP)(WHITE)(SKIP)(6") PAVT MARKING(HPP)(WHITE)(SOLID)(6") PAVT MARKING(HPP)(WHITE)(SKIP)(6") PAVT MARKING(HPP)(YELLOW)(SOLID)(6") PAVT MARKING(HPP)(YELLOW)(SKIP)(6") PAVT MARKING(HPP)(YELLOW)(SOLID)(6") PAVT MARKING(HPP)(YELLOW)(SKIP)(6") THERMO(NO TRACK)(WHITE)(SOLID)(6") THERMO(NO TRACK)(WHITE)(SOLID)(8") THERMO(NO TRACK)(WHITE)(SKIP)(6") THERMO(NO TRACK)(WHITE)(SOLID)(6") THERMO(NO TRACK)(WHITE)(SOLID)(8") THERMO(NO TRACK)(WHITE)(SOLID)(12") THERMO(NO TRACK)(WHITE)(SOLID)(18") THERMO(NO TRACK)(WHITE)(SOLID)(24") THERMO(NO TRACK)(WHITE)(SKIP)(6") THERMO(NO TRACK)(WHITE)(MESSAGES) THERMO(NO TRACK)(WHITE)(ARROW) THERMO(NO TRACK)(YELLOW)(SOLID)(6") THERMO(NO TRACK)(YELLOW)(SOLID)(8") THERMO(NO TRACK)(YELLOW)(SKIP)(6") THERMO(NO TRACK)(YELLOW)(SOLID)(6") 129 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0904711232 0904711236 0904711241 0905324 1 0905455343 0905455345 0905462 1 0905462 2 0905462 3 0905462 4 0905707 1 0906104 1 0906110 1 0906110 2 0906110 3 0906280 1 0906280 2 0906334 1 0906400 1 0906455 1 0906546 1 0906548 1 0906548 2 0906560 1 0906580 1 0906609 1 0906609 2 0906609 3 0906609 4 0906609 5 0906609 6 0906609 7 0906609 8 0906609 9 0906609 10 No. of Conts Weighted Average Total Amount Total Quantity 1 $9.55 $765,155.55 80,121.000 1 1 1 1 1 $14.86 $34.34 $27.44 $195.54 $133,750.00 $940,429.96 $206,726.80 $62,837.60 $5,475.12 $267,500.00 63,286.000 6,020.000 2,290.000 28.000 2.000 1 $14.00 $2,780,946.00 198,639.000 Unit Meas Obs? Description LF LF LF SY LF LF LF LF EA LF LS AC PM AC LF LF GA TN LB SF PS SF SF LF SF PI PI PI PI PI PI PI PI PI PI Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y THERMO(NO TRACK)(YELLOW)(SOLID)(8") THERMO(NO TRACK)(YELLOW)(SOLID)(18") THERMO(NO TRACK)(YELLOW)(SKIP)(6") REWORKED ASPHALT CONCRETE CONCRETE PILING PRESTRESSED(T&I)(18" SQ) CONCRETE PILING PRESTRESSED(T&I)(24" SQ) SPECIAL POST TENS (WRAP TENDON) SPECIAL POST TENS (WRAP TENDON SPECIAL) SPECIAL POST TENS (REMOVE & REP COUPLER) SPECIAL POST TENS (REMOVE & REP DUCT) STRIPING & MARKING(ASPHALT RESISTANT) MOWING ROAD & BRIDGE SWEEPING ROADSIDE LITTER REMOVAL EDGING & SWEEPING CHEMICAL GROUT INJECTION PIPE POTASSIUM CHLORIDE SOLUTION FUEL RESISTANT SUPERPAVE ASPH CONC SOIL DENSIFICATION-BOX CULVERT REPAIR SHEET PILING (COMPOSITE) RUMBLE STRIPS, RAISED, TEMPORARY SOLDIER PILE WALL SOIL NAIL WALL PAINT STRUCT STEEL (CABLES) HERBICIDE, STRIP APPLICATION TRAFFIC SIGNAL SYSTEM (INTERSECTION 1) TRAFFIC SIGNAL SYSTEM (INTERSECTION 2) TRAFFIC SIGNAL SYSTEM (INTERSECTION 3) TRAFFIC SIGNAL SYSTEM (INTERSECTION 4) TRAFFIC SIGNAL SYSTEM (INTERSECTION 5) TRAFFIC SIGNAL SYSTEM (INTERSECTION 6) TRAFFIC SIGNAL SYSTEM (INTERSECTION 7) TRAFFIC SIGNAL SYSTEM (INTERSECTION 8) TRAFFIC SIGNAL SYSTEM (INTERSECTION 9) TRAFFIC SIGNAL SYSTEM (INTERSECTION 10) 130 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0906609100 0906701 32 0906701 34 0906701 35 0906701 36 0906701 37 0906701 38 0906706 1 0999 2 0999 5 0999 10 0999 16 0999 20 0999 25 0999102 1 0999102 2 0999715101 0999715201 0999715202 0999715203 0999715204 0999715205 0999715251 0999715301 0999715302 0999715303 0999715304 0999715401 0999715402 0999715403 0999715404 0999715405 0999715406 0999715407 0999715408 No. of Conts 43 42 229 Weighted Average $9,355.81 $3,233.88 $48,163.12 Total Amount $402,300.00 $1,966,200.00 $13,389,347.43 Total Quantity 43.000 608.000 278.000 Unit Meas Obs? Description LF GM LF LF LF NM NM EA LS DD DD LS DA LS MH MH EA EA EA EA EA EA EA LO LO LO LO LO LO LO LO LO LO LO LO Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y INTERCONN CABLE ASSY- TRAFFIC SIGNAL SYS TRAFFIC STRIPE SKIP AUDIBLE(YEL)(6") TRAFFIC STRIPE SKIP AUDIBLE(YEL)(6") TRAFFIC STRIPE SOLID AUDIBLE(WHT)(6") TRAFFIC STRIPE SOLID AUDIBLE(YEL)(6") TRAFFIC STRIPE SOLID AUDIBLE(WHT)(6") TRAFFIC STRIPE SOLID AUDIBLE(YEL)(6") LED PAVEMENT MARKERS LUMP SUM CONTRACT, ALTERNATIVE BIDDING LANE RENTAL DAYS (TIME BID) CALENDAR DAYS (TIME BID) PARTNERING (DO NOT BID) DISPUTES REVIEW BOARD (DO NOT BID) INITIAL CONTINGENCY AMOUNT (DO NOT BID) S&L ENFORCE OFFICER (STATE FURN)CO CONT S&L ENFORCE OFFICER, STATE FURN, DO CONT HURRICANE REPAIRS (BALLAST) (F&I) HURRICANE REPAIRS (LAMP-HPS) HURRICANE REPAIRS (LAMP-MV) HURRICANE REPAIRS (LAMP-MH) HURRICANE REPAIRS (LAMP-INCANDESCENT) HURRICANE REPAIRS,LAMP,HPS HIGH MAST HURRICANE REPAIRS (FUSE-POLE BASE)(F&I) HURRICANE REPAIRS (ROUTINE LIGHTING ) HURRICANE REPAIRS (ROUTINE LIGHTING ) HURRICANE REPAIRS (ROUTINE LIGHTING ) HURRICANE REPAIRS (ROUTINE LIGHTING ) HURRICANE REPAIRS (DIAGNOSTIC WORK ) HURRICANE REPAIRS (DIAGNOSTIC WORK ) HURRICANE REPAIRS (DIAGNOSTIC WORK ) HURRICANE REPAIRS (DIAGNOSTIC WORK ) HURRICANE REPAIRS (DIAGNOSTIC WORK ) HURRICANE REPAIRS (DIAGNOSTIC WORK ) HURRICANE REPAIRS (DIAGNOSTIC WORK ) HURRICANE REPAIRS (DIAGNOSTIC WORK ) 131 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 0999715601 0999715602 0999715700 0999715710 0999715720 0999715730 0999715740 0999715750 0999715760 0999715773 0999715780 0999715790 1000 5 1000 6 1000 7 1000 8 1000 9 1010 1 1010 2 1010 3 1020 1 1020 2 1020 3 1030 11 5 1030 17 1 1050 11211 1050 11221 1050 11222 1050 11223 1050 11224 1050 11225 1050 11321 1050 11322 1050 11422 1050 11423 No. of Conts Weighted Average Total Amount Total Quantity 1 $895,000.00 $895,000.00 1.000 3 4 3 10 4 2 $560.56 $3.18 $26.45 $15.45 $23.27 $19.81 $14,574.54 $46,512.00 $25,394.25 $822,304.20 $490,293.00 $115,300.00 26.000 14,641.000 960.000 53,225.000 21,068.000 5,820.000 1 $150.00 $7,350.00 49.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA LS LS LS LS LS EA LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y HURRICANE REPAIRS (LIGHT POLE-LEVEL) HURRICANE REPAIRS (LIGHT POLE-LEVEL) HURRICANE REPAIRS,HIGH MAST PARTS,F&I HURRICANE REPAIRS,HIGH MAST PARTS,F&I HURRICANE REPAIRS,HIGH MAST PARTS,F&I HURRICANE REPAIRS,HIGH MAST PARTS,F&I HURRICANE REPAIRS,HIGH MAST PARTS,F&I HURRICANE REPAIRS,HIGH MAST PARTS,F&I HURRICANE REPAIRS,HIGH MAST PARTS,F&I HURRICANE REPAIRS,HIGH MAST PARTS,F&I HURRICANE REPAIRS,HIGH MAST PARTS,F&I HURRICANE REPAIRS,LOAD CENTER PART,F&I UTILITY WORK (SEWER) UTILITY WORK (WATER) UTILITY WORK (POWER) UTILITY WORK (COMMUNICATIONS) UTILITY WORK (FUEL) PIPE(PLUG & PLACE OUT OF SERV)(8"OR <) PIPE(PLUG & PLACE OUT OF SERV)(8"OR <) PIPE(PLUG & PLACE OUT OF SERV)(9"OR >) PIPE, REMOVAL, 18" OR LESS PIPE, REMOVAL, 20" OR MORE PIPE (REMOVAL) (ASBESTOS/HAZARD MATL) BRIDGE HANGER(F&I)(GALV STL)(>8"-12") BRIDGE HANGER(F&I)(SS)( 4"OR <) UTILITY PIPE, F&I,PVC,CASING/COND,0-1.9" UTILITY PIPE, F&I,PVC,WATER/SEWER,0-1.9" UTILITY PIPE, F&I,PVC,WATER/SEWER,2-4.9" UTILITY PIPE, F&I,PVC,WATER/SEWER,5-7.9" UTILITY PIPE, F&I,PVC,WATER/SEWER,8-19.9 UTILITY PIPE,F&I,PVC,WATER/SEWER,20-40.9 UTIL PIPE, F&I, PE, WATER/SEWER,0-1.9 UTILITY PIPE, F&I,PE,WATER/SEWER,2-4.9" UTILITY PIPE, F&I,DI/CI,WATER/SEW,2-4.9" UTIL PIPE, F&I, DI/CI, WATER/SEWER,5-7.9 132 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1050 11424 1050 11425 1050 11921 1050 11922 1050 13002 1050 16002 1050 16003 1050 16004 1050 16005 1050 17004 1050 19222 1055 11214 1055 11224 1055 11254 1055 11264 1055 11265 1055 11414 1055 11415 1055 11424 1055 11434 1055 11454 1055 11455 1055 11464 1055 11494 1060 11211 1060 11212 1060 11222 1060 11223 1060 15 1060 16 1060110 11 1060110 12 1060110 13 1060111 11 1060111 12 No. of Conts Weighted Average Total Amount Total Quantity 1 $2,500.00 $2,500.00 1.000 3 2 $3,850.00 $2,500.00 $46,200.00 $45,000.00 12.000 18.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y UTIL PIPE, F&I, DI/CI,WATER/SEWER,8-19.9 UTIL PIPE, F&I, DI/CI,WATER/SEWER20-49.9 UTILITY PIPE, F&I,SPL,WATER/SEWER,0-1.9" UTILITY PIPE, F&I,SPL,WATER/SEWER,2-4.9" UTILITY PIPE,INSTALL, 2-4.9" UTILITY PIPE, R&D,2-4.9" UTILITY PIPE,REMOVE-CONT OWNS,5-7.9" UTILITY PIPE, R&D,8-19.9" UTILITY PIPE,REMOVE-CONT OWNS,20-49.9" UTILITY PIPE,REMVE&STCKPILE/SLVG,8-19.9" UTILITY PIPE,SPL,PVC,WATER/SEWER UTILITY FITTINGS,F&I,PVC,ELBOW,8.0-19.9" UTILITY FITTINGS,F&I,PVC,TEE,8.0-19.9" UTILITY FITTNG,F&I,PVC,CAP/PLG,8-19.9" UTILITY FITTNG,F&I,PVC,Y ,8-19.9" UTILITY FITTNG,F&I,PVC,Y ,20-49.9" UTILITY FITTING,F&I,DI/CI,ELBOW,8.0-19.9 UTILITY FITTING,F&I,DI/CI,ELBOW,20-49.9 UTILITY FITTING,F&I,DI/CI,TEE,8.0-19.9 UTILITY FITTING,F&I,DI/CI,REDU,8.0-19.9 UTILITY FITTING,F&I,DI/CI,CAP/P,8.0-19.9 UTILITY FITTING,F&I,DI/CI,CAP/P,20-49.9 UTILITY FITTING,F&I,DI/CI, Y ,8.0-19.9 UTILITY FITTING,F&I,DI/CI, SPL ,8.0-19.9 UTIL STRUCT,BELOW GRN,F&I,WATER/SEWER UTIL STRUCT,BELOW GRN,F&I,WATER/SEWER UTIL STRUCT,BELOW GRN,F&I,WATER/SEWER UTIL STRUCT,BELOW GRN,F&I,WATER/SEWER UTIL STRUCT,BELOW GRN, A&M UTIL STRCT,BLW GRN,R&D,CONT OWNS UTIL STRUCT, F&I, STD, NONE, PRCST, 0-6' UTIL STRUCT, F&I, STD,NONE, PRCST, 6-12' UTIL STRUCT(F&I)STD(NONE) (PRCST)(12'>) UTIL STRUCT(F&I)STD(REG LINE,PRCST,0-6') UTIL STRUCT(F&I)STD(REG LINE,PRCST,6-12' 133 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1060111 1060112 1060112 1060112 1060113 1060114 1060120 1060120 1060120 1060120 1060121 1060121 1060121 1060122 1060122 1060130 1060131 1060140 1060140 1060140 1060140 1060140 1060140 1060140 1060141 1060141 1060141 1060142 1060143 1060144 1060500 1060600 1060710 1060710 1060710 13 11 12 13 51 11 11 12 13 53 11 12 13 12 13 12 12 11 12 13 21 22 23 51 11 12 13 11 1 51 11 21 31 No. of Conts Weighted Average Total Amount Total Quantity 2 $8,659.38 $138,550.00 16.000 1 1 1 $8,700.00 $4,200.00 $2,800.00 $8,700.00 $12,600.00 $2,800.00 1.000 3.000 1.000 1 1 $4,400.00 $10,000.00 $4,400.00 $50,000.00 1.000 5.000 3 $4,344.42 $139,021.39 32.000 5 5 1 $1,018.28 $846.36 $1,600.00 $45,822.70 $22,851.68 $1,600.00 45.000 27.000 1.000 1 $1,000.00 $12,000.00 12.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y UTIL STRUCT(F&I)STD(REG LINE,PRCST,>12') UTIL STRUCT(F&I)STD(FBR LINE)PRECAST>6 UTIL STRUCT(F&I)STD(FBR LINE)PRCST(6-12' UTIL STRUCT(F&I)STD(FBR LINE)PRCST >12' UTIL STRUCT(F&I)STD(COVER)(0-6') UTIL STRUCT(F&I)STD(METER SYS(0-6') UTIL STRUCT(F&I)(STD DROP/PRECAST(0-6') UTIL STRUCT,F&I,STD DROP/PRECAST,6-12' UTIL STRUCT(F&I)(STD DROP/PRECAST(12'>) UTIL STRUCT(F&I)(STD DROP/CONTR OPT>12' UTIL STRUCT(F&I)STD DROP/REG LIN/PRCST/ UTIL STRUCT(F&I)STD DROP/REG LIN/PRCST/ UTIL STRUCT(F&I)STD DROP/REG LIN/PRCST> UTIL STR(F&I)STD DRP/FBR LIN/PRCST 6-12' UTIL STR(F&I)STD DROP/FBR LIN/PRCST>12' UTIL STRUCT(F&I)(MOD)(PRCST)(6-12' UTIL STRUCT(F&I)MOD(REG LINE)PRCST(6-12' UTIL STRUCT(F&I)(SPECIAL)PRECAST 0-6' UTIL STRUCT(F&I)(SPECIAL)PRECAST 6-12' UTIL STRUCT(F&I)(SPECIAL)PRECAST >12' UTIL STRUCT(F&I)(SPECIAL)FORMED(0-6') UTIL STRUCT(F&I)(SPECIAL)FORMED (6-12') UTIL STRUCT(F&I)(SPECIAL)FORMED(> 12') UTIL STRUCT(F&I)(SPECIAL)CONT OPT 0-6' UTIL STRUCT(F&I)(SPE)REG LIN/PRCST 0-6' UTIL STRUCT(F&I)(SPE)REG LIN/PRCST 6-12' UTIL STRUCT(F&I)(SPE)REG LIN/PRCST 12' UTIL STRUCT(F&I)(SPE)FIB LIN/PRCST 0-6' UTIL STRUCT(F&I)(SPE)COVER/PRCST 0-6' UTIL STRUCT(F&I)(SPE)METER SYS(CO)0-6' UTILITY STRUCTURES (ADJUST) UTILITY STRUCT, REMOVE UTIL STRUCT (MOD)(STD)(PRECAST) (0- 6') UTIL STRUCT (MOD)(STD)(FORMED)(0- 6') UTIL STRUCT (MOD)(STD)(BRICK)(0- 6') 134 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1060710 51 1060710 52 1060711 12 1060711 13 1060711 21 1060711 22 1060741 11 1060742 62 1060800 1070110100 1070110102 1070110105 1070110107 1070110200 1070111100 1070111102 1070111104 1070111105 1070111106 1070111107 1070111108 1070111109 1070111110 1070111111 1070111113 1070111115 1070111116 1070111117 1070111118 1070111200 1070111205 1070111207 1070111208 1070111209 1070111210 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $2,200.00 $3,900.00 $4,400.00 $7,800.00 2.000 2.000 1 $3,500.00 $42,000.00 12.000 1 $700.00 $2,100.00 3.000 1 $650.00 $4,550.00 7.000 2 3 2 3 4 3 $579.16 $850.53 $1,485.57 $2,008.40 $3,061.76 $5,629.04 $12,741.60 $14,459.00 $10,399.00 $10,042.00 $52,050.00 $84,435.62 22.000 17.000 7.000 5.000 17.000 15.000 2 $12,889.09 $141,780.00 11.000 1 $46,295.00 $46,295.00 1.000 1 2 6 5 1 $700.00 $1,087.11 $947.61 $1,273.77 $2,100.00 $2,100.00 $3,261.34 $56,856.66 $104,448.80 $10,500.00 3.000 3.000 60.000 82.000 5.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y UTIL STRUCT(MOD)(STD DROP/CONTR OPT/0-6' UTIL STRUCT (MOD)(STD)(CONT OPT)(6-12') UTIL STRUCT (MOD)(STD)(PRECAST)(6-12') UTIL STRUCT (MOD)(STD)(PRECAST)(12'OVER) UTIL STRUCT (MOD)(STD)(FORMED)(0-6') UTIL STRUCT (MOD)(STD)(FORMED)(6-12') UTIL STRUCT (MOD)(SPC)(REG LIN/PC 0-6') UTIL STRUCT (MOD)(SPC)(LINER) (6-12') UTILITY STRUCTURES (INS RINGS & COVERS) VLV ASM SPCL (F&I)(CI)(150 PSI)(NON STD) VLV ASM SPCL (F&I)(CI)(150 PSI)(1") VLV ASM SPCL (F&I)(CI)(150 PSI)(2") VLV ASM SPCL (F&I)(CI)(150 PSI)(4") VLV ASM SPCL (F&I)(CI)(250 PSI)(NON STD) VLV ASM GATE (F&I)(CI) ( 150 PSI)(NS) VLV ASM GATE (F&I)(CI) ( 150 PSI)(1") VLV ASM GATE (F&I)(CI)(150 PSI)(1 1/2") VLV ASM GATE (F&I)(CI) ( 150 PSI)(2") VLV ASM GATE (F&I)(CI) ( 150 PSI) 2 1/2" VLV ASM GATE (F&I)(CI) ( 150 PSI)(4") VLV ASM GATE (F&I)(CI) ( 150 PSI)(6") VLV ASM GATE (F&I)(CI) ( 150 PSI)(8") VLV ASM GATE (F&I)(CI) (10"150 PSI) VLV ASM GATE (F&I)(CI) ( 150 PSI)(12") VLV ASM GATE (F&I)(CI) ( 150 PSI)(16") VLV ASM GATE (F&I)(CI) ( 150 PSI)(20") VLV ASM GATE (F&I)(CI) ( 150 PSI)(24") VLV ASM GATE (F&I)(CI) ( 150 PSI)(30") VLV ASSEM(F&I)(CI)(GATE)(150P)(36") VLV ASM GATE (F&I)(CI) ( 250 PSI)(NS) VLV ASM GATE (F&I)(CI) ( 250 PSI)( 2") VLV ASM GATE (F&I)(CI) ( 250 PSI)( 4") VLV ASM GATE (F&I)(CI) ( 250 PSI)( 6") VLV ASM GATE (F&I)(CI) ( 250 PSI)( 8") VLV ASM GATE (F&I)(CI) ( 250 PSI)(10") 135 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1070111211 1070111212 1070111213 1070111214 1070111215 1070111216 1070112205 1070113103 1070113207 1070114103 1070114105 1070114107 1070114108 1070114109 1070114110 1070114111 1070114113 1070114114 1070114117 1070114118 1070114209 1070114211 1070114213 1070114214 1070114216 1070114217 1070115113 1070115114 1070115115 1070115116 1070115117 1070115118 1070115119 1070115211 1070115212 No. of Conts Weighted Average Total Amount Total Quantity 5 $2,613.94 $130,697.11 50.000 1 $500.00 $1,000.00 2.000 1 1 1 $1,580.00 $2,160.00 $3,600.00 $1,580.00 $2,160.00 $3,600.00 1.000 1.000 1.000 2 $5,596.25 $67,155.00 12.000 1 $1,200.00 $3,600.00 3.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV ASM GATE (F&I)(CI) ( 250 PSI)(12") ASSEM(GATE)(F&I)(CI)(250P)(14") ASSEM(GATE)(F&I)(CI)(250P)(16") ASSEM(GATE)(F&I)(CI)(250P)(18") ASSEM(GATE)(F&I)(CI)(250P)(20") ASSEM(GATE)(F&I)(CI)(250P)(24") ASM GLOBE(F&I)(CI) ( 250 PSI)( 2") ASSEM(CHECK)(F&I)(CI)(150P)(1 1/4") ASSEM(CHECK)(F&I)(CI)(250P)(4") ASSEM(PLUG)(F&I)(CI)(150P)(1 1/4") ASSEM(PLUG)(F&I)(CI)(150P)(2") ASSEM(PLUG)(F&I)(CI)(150 PSI)(4") ASSEM(PLUG)(F&I)(CI)(150 PSI)(6") ASSEM(PLUG)(F&I)(CI)(150 PSI)(8") ASSEM(PLUG)(F&I)(CI)(150 PSI)(10") ASSEM(PLUG)(F&I)(CI)(150 PSI)(12") ASSEM(PLUG)(F&I)(CI)(150 PSI)(16") ASSEM(PLUG)(F&I)(CI)(150 PSI)(18") ASSEM(PLUG)(F&I)(CI)(150 PSI)(30") ASSEM(PLUG)(F&I)(CI)(150 PSI)(36") ASSEM(PLUG)(F&I)(CI)(250P)(8") ASSEM(PLUG)(F&I)(CI)(250P)(12") ASSEM(PLUG)(F&I)(CI)250PSI(16") ASSEM(PLUG)(F&I)(CI)250PSI(18") ASSEM(PLUG)(F&I)(CI)250PSI(24") ASSEM(PLUG)(F&I)(CI)250PSI(30") ASSEM(BUTTERFLY)(F&I)(CI)(150P)(16") ASSEM(BUTTERFLY)(F&I)(CI)(150P)(18") ASSEM(BUTTERFLY)(F&I)(CI)(150P)(20") ASSEM(BUTTERFLY)(F&I)(CI)(150P)(24") ASSEM(BUTTERFLY)(F&I)(CI)(150P)(30") ASSEM(BUTTERFLY)(F&I)(CI)(150P)(36") ASSEM(BUTTERFLY)(F&I)(CI)(150P)(42") ASSEM(BUTTERFLY)(F&I)(CI)(250P)(12") ASSEM(BUTTERFLY)(F&I)(CI)(250P)(14") 136 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1070115213 1070115215 1070115216 1070115217 1070115218 1070115220 1070116100 1070116105 1070116108 1070116200 1070116205 1070116208 1070116213 1070117100 1070117102 1070117104 1070117105 1070117108 1070117109 1070118102 1070118105 1070118202 1070118205 1070118208 1070118213 1070118216 1070119105 1070121205 1070121208 1070121209 1070121211 1070123204 1070123205 1070124211 1070126205 No. of Conts Weighted Average Total Amount Total Quantity 1 $2,000.00 $18,000.00 9.000 1 $4,325.00 $8,650.00 2.000 1 $12,000.00 $36,000.00 3.000 1 $973.38 $19,467.60 20.000 1 2 $1,320.00 $3,825.45 $5,280.00 $42,080.00 4.000 11.000 1 $1,122.06 $32,539.74 29.000 1 2 2 $4,035.00 $7,104.80 $5,310.00 $24,210.00 $35,524.00 $26,550.00 6.000 5.000 5.000 2 $1,500.00 $7,500.00 5.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV ASSEM(BUTTERFLY)(F&I)(CI)(250P)(16") ASSEM(BUTTERFLY)(F&I)(CI)(250P)(20") ASSEM(BUTTERFLY)(F&I)(CI)(250P)(24") ASSEM(BUTTERFLY)(F&I)(CI)(250P)(30") ASSEM(BUTTERFLY)(F&I)(CI)(250P)(36") ASSEM(BUTTERFLY)(F&I)(CI)(250P)(48") ASSEM(BLOWOFF)(F&I)(CI)(150P)(NS) ASSEM(BLOWOFF)(F&I)(CI)(150P)(2") ASSEM(BLOWOFF)(F&I)(CI)(150P)(6") ASSEM(BLOWOFF)(F&I)(CI)(250P)(NS) ASSEM(BLOWOFF)(F&I)(CI)(250P)(2") ASSEM(BLOWOFF)(F&I)(CI)(250P)(6") ASSEM(BLOWOFF)(F&I)(CI)(250P)(16") ASSEM(VAC PR ASS)(F&I)(CI)(150P)(NS) ASSEM(VAC PREVNT)(F&I)(CI)(150P)(1") ASSEM(VAC PREVNT)(F&I)(CI)(150P)1.5" ASSEM(VAC PREVNT)(F&I)(CI)(150P)(2") ASSEM(VAC PR ASS)(F&I)(CI)(150P)(6") ASSEM(VAC PR ASS)(F&I)(CI)(150P)(8") ASSEM(BLOWOFF)(F&I)(CI)(150P)(1") ASSEM(ARA)(F&I)(CI)(150P)(2") ASSEM(F&I)(CI)ARA(250P)(1") ASSEM(F&I)(CI)ARA(250P)(2") ASSEM(F&I)(CI)ARA(250P)(6") ASSEM(F&I)(CI)ARA(250P)(16") ASSEM(F&I)(CI)ARA(250P)(24") ASSEM(VAC/AIR)(F&I)(CI)(150P)(2") ASSEM(GTE)(F&I)(BRASS)(250P)( 2") ASSEM(GTE)(F&I)(BRASS)(250P)( 6") ASSEM(GTE)(F&I)(BRASS)(250P)( 8") ASSEM(GTE)(F&I)(BRASS)(250P)(12") ASSEM(CHK)(F&I)(BRASS)(250P)(1 1/2") ASSEM(CHK)(F&I)(BRASS)(250P)( 2") ASSEM(PLG)(F&I)(BRASS)(250P)(12") ASSEM(BLOWOFF)(F&I)(BZ)(250P)(2") 137 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1070126211 1070128101 1070128105 1070131107 1070193117 1070196105 1070198104 1070198105 1070198109 1070198110 1070198111 1070310100 1070392105 1070392107 1070411108 1070411109 1070411208 1070411211 1070411212 1070411216 1070413200 1070413208 1070413209 1070423205 1070510100 1070511108 1070511109 1070511200 1070511208 1070511209 1070511211 1070511213 1070511218 1070514114 1070516201 No. of Conts Weighted Average Total Amount Total Quantity 1 $750.00 $750.00 1.000 1 $2,310.00 $2,310.00 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV ASSEM(BOA)(F&I)(BRASS)(250P)(12") ASSEM(F&I)(BRASS)ARA(150P)(3/4") ASSEM(F&I)(BRASS)ARA(150P)(2") ASSEM(GATE)(F&I)(COP)(150P)(4") ASSEM(CHECK VAL)(F&I)(OPT)(150P)30" ASSEM(B O ASSEM)(F&I)(OPT)(150P)(2") ASSEM(AIR REL)(F&I)(OPT)(150P)1 1/2" ASSEM(AIR REL)(F&I)(OPT)(150P)(2") ASSEM(AIR REL)(F&I)(OPT)(150P)(8") ASSEM(AIR REL)(F&I)(OPT)(150P)(10") ASSEM(AIR REL)(F&I)(OPT)(150P)(12") ASSEM(SPECIAL)(INS)(CI)(150P) ASSEM(GLOBE)(INS)(OPT)(150P)(2") ASSEM(GLOBE)(INS)(OPT)(150P)(4") ASSEM(GATE)(S&S/REUSE)(CI)(150P)(6") ASSEM(GATE)(S&S/REUSE)(CI)(150P)(8") ASSEM(GATE)(S&S/REUSE)(CI)(250P)(6") ASSEM(GATE)(S&S/REUSE)(CI)(250P)12" ASSEM(GATE)(S&S/REUSE)(CI)(250P)14" ASSEM(GATE)(S&S/REUSE)(CI)(250P)24" ASSEM(CHK)(S&S/REUSE)(CI)(250P)(NS) ASSEM(CHK)(S&S/REUSE)(CI)(250P)( 6") ASSEM(CHK)(S&S/REUSE)(CI)(250P)( 8") ASSEM(CHK)(S&S/REUSE)(BR)(250P)( 2") ASSEM(SPEC)(A&M/REL)(CI)(150P)(NS) ASSEM(GATE)(A&M/REL)CI(150PSI)(6") ASSEM(GATE)(A&M/REL)(CI)(150P)(8") ASSEM(GATE)(A&M/REL)(CI)(250P) ASSEM(GATE)(A&M/REL)(CI)(250P)(6") ASSEM(GATE)(A&M/REL)(CI)250PSI(8") ASSEM(GATE)(A&M/REL)(CI)250PSI(12") ASSEM(GATE)(A&M/REL)(CI)250PSI(16") ASSEM(GATE)(A&M/REL)(CI)250PSI(36") ASSEM(PLUG)(A&M/REL)(CI)150PSI(18") ASSEM(BOA)A&M/REL(CI)250PSI(3/4") 138 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1070516211 1070523105 1070591105 1070591107 1070591108 1070591109 1070596105 1080 11201 1080 11204 1080 11205 1080 11206 1080 11301 1080 11303 1080 11304 1080 11401 1080 11402 1080 11403 1080 11404 1080 11405 1080 11407 1080 11503 1080 11504 1080 14 1080 14101 1080 14102 1080 14401 1080 15 1080 15401 1080100 1080100 00 1080100 07 1080100 08 1080100 09 1080100 10 1080100 11 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $820.00 $450.00 $9,840.00 $14,850.00 12.000 33.000 1 $1,000.00 $3,000.00 3.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y VLV ASSEM(A&M/REL(CI)(BOA)250PSI(12") VLV ASSEM(CHECK)(A&M/REL)(BR)150PSI(2") VLV ASSEM(GATE)(A&M/REL)CO(150PSI)(2") VLV ASSEM(GATE)(A&M/REL)CO(150PSI)(4") VLV ASSEM(GATE)(A&M/REL)CO(150PSI)(6") VLV ASSEM(GATE)(A&M/REL)CO(150PSI)(8") VLV ASSEM(BO)(A&M/REL)CO(150PSI)(2") UTIL FIXT, F&I, 2-4.9", VALVE/METER BOX UTIL FIXT, F&I, 2-4.9", VALVE ASSEM UTIL FIXT, F&I, 2-4.9", BLOWOFF ASSEM UTIL FIXT, F&I, 2-4.9", VAC/AIR ASSEM UTIL FIXT, F&I, 5-7.9", VALVE/METER BOX UTIL FIXT, F&I, 5-7.9",TAP SADDLE/SLEEVE UTIL FIXT, F&I, 5-7.9",VALVE ASSEMBLY UTIL FIXT, F&I, 8-19.9", VALVE/METER BOX UTIL FIXT, F&I, 8-19.9",BACKFLOW ASSEM UTIL FIXT, F&I,8-19.9",TAP SADDLE/SLEEVE UTIL FIXT, F&I,8-19.9",VALVE ASSEMBLY UTIL FIXT, F&I,8-19.9",BLOWOFF ASSEMBLY UTIL FIXT, F&I, 8-19.9", LINE STOP ASSEM UTIL FIXT, F&I,20-49.9",TAP SADDLE/SLV UTIL FIXT, F&I,20-49.9",VALVE ASSEMBLY UTILITY FIXTURES, RELOCATE UTIL FIXT, REL,0-1.9", VALVE/METER BOX UTIL FIXT, REL,0-1.9", BACKFLOW ASSEM UTIL FIXT,RELOC,8-19.9",VALVE/METER BOX UTILITY FIXTURES, ADJUST & MODIFY UTIL FIXT, A&M,8-19.9",VALVE/METER BOX MISC. FIXTURES(F&I)(VALVE BOX) MISC. FIXTURES(F&I)(VALVE BOX)(NS) MISC. FIXTURES(F&I)(VALVE BOX)(10" X 4") MISC. FIXTURES(F&I)(VALVE BOX)(10" X 6") MISC. FIXTURES(F&I)(VALVE BOX)(10" X 8") MISC. FIXTURES(F&I)(VALVE BOX)(10"X 10") MISC. FIXTURES(F&I)(VALVE BOX)(12" X 4") 139 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 1080101 1080101 1080101 1080101 1080101 1080101 1080101 1080101 1080101 1080101 1080101 1080101 1080101 1080101 1080104 1080105 1080105 1080105 1080105 1080105 1080106 1080106 1080107 1080108 1080108 1080108 1080108 1080108 1080108 1080108 1080108 1080300 1080400 1080408 1080500 02 05 07 08 09 10 11 12 13 14 16 17 18 20 07 01 02 04 05 09 01 02 09 02 04 05 06 07 08 09 10 Weighted Average Total Amount Total Quantity 1 $180.00 $4,500.00 25.000 1 $140.00 $280.00 2.000 1 $215.00 $5,375.00 25.000 1 $800.00 $800.00 1.000 1 $660.00 $660.00 1.000 3 $228.49 $12,110.00 53.000 01 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. MISC. FIXTURES(F&I)(LINE STOPPING)(2") FIXTURES(F&I)(LINE STOPPING)(2") FIXTURES(F&I)(LINE STOPPING)(4") FIXTURES(F&I)(LINE STOPPING)(6") FIXTURES(F&I)(LINE STOPPING)(8") FIXTURES(F&I)(LINE STOPPING)(10") FIXTURES(F&I)(LINE STOPPING)(12") FIXTURES(F&I)(LINE STOPPING)(14") FIXTURES(F&I)(LINE STOPPING)(16") FIXTURES(F&I)(LINE STOPPING)(18") FIXTURES(F&I)(LINE STOPPING)(24") FIXTURES(F&I)(LINE STOPPING)(30") FIXTURES(F&I)(LINE STOPPING)(36") FIXTURES(F&I)(LINE STOPPING)(48") FIXTURES(F&I)(EXP COUPLING)(4") FIXTURES(F&I)(CORP STOP)(3/4") FIXTURES(F&I)(CORP STOP)( 1") FIXTURES(F&I)(CORP STOP)(1 1/2") FIXTURES(F&I)(CORP STOP)(2") FIXTURES(F&I)(CORP STOP)(8") FIXTURES(F&I)(CURB STOP)(3/4") FIXTURES(F&I)(CURB STOP)(1") FIXTURES(F&I)(FLEX BALL JNT)( 8") FIXTURES(F&I)(BACKFLOW ASSEM)(1") FIXTURES(F&I)(BACKFLOW ASSEM)1.5") FIXTURES(F&I)(BACKFLOW ASSEM)(2") FIXTURES(F&I)(BACKFLOW ASSEM)2.5") FIXTURES(F&I)(BACKFLOW ASSEM)(4") FIXTURES(F&I)(BACKFLOW ASSEM)(6") FIXTURES(F&I)(BACKFLOW ASSEM)(8") FIXTURES(F&I)(BACKFLOW ASSEM)10") FIXTURES(INSTALL)(VALVE BOX) FIXTURES(SAL/REUSE)(VALVE BOX) FIXTURES(SAL)BACKFLOW ASSEM(3/4") FIXTUES(ADJUST&MOD/REL)(VALVE BOX) 140 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1080508 1080508 1080508 1090111 1090111 1090111 1090111 1090111 1090111 1090115 1090115 1090115 1090115 1090115 1090119 1090119 1090122 1090122 1090125 1090131 1090131 1090131 1090133 1090133 1090133 1090133 1090133 1090133 1090134 1090134 1090134 1090134 1090134 1090134 1090134 08 09 00 05 08 09 12 13 00 02 05 07 08 07 08 09 11 08 05 06 07 05 07 08 09 10 11 05 09 10 11 13 16 18 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $4,500.00 $7,500.00 $13,500.00 $15,000.00 3.000 2.000 1 1 2 $24.00 $7.70 $8.07 $8,280.00 $10,780.00 $166,980.00 345.000 1,400.000 20,700.000 1 $26.00 $65,910.00 2,535.000 1 2 3 1 $380.00 $45.16 $81.67 $450.00 $3,800.00 $950,600.00 $1,578,684.00 $4,500.00 10.000 21,050.000 19,331.000 10.000 Unit Meas Obs? Description EA EA EA LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MISC. FIXTUES(A&M/R)(BACKF ASSEM) MISC. FIXTUES(A&M/R)(BACKF ASSEM)(6") MISC. FIXTUES(A&M/R)(BACKF ASSEM)(8") PIPE(PVC)(C-80)(F&I)(SOLVENT)(NS) PIPE(PVC)(C-80)(F&I)(SOLVENT)(2") PIPE(PVC)(C-80)(F&I)(SOLVENT)(6") PIPE(PVC)(C-80)(F&I)(SOLVENT)(8") PIPE(PVC)(C-80)(F&I)(SOLVENT)(14") PIPE(PVC)(C-80)(F&I)(SOLVENT)(16") PIPE(PVC)(F&I)(SOLVENT)(C-200)(NS) PIPE(PVC)(F&I)(SOLVENT)(C-200)(1") PIPE(PVC)(F&I)(SOLVENT)(C-200)(2") PIPE(PVC)(F&I)(SOLVENT)(C-200)(4") PIPE(PVC)(F&I)(SOLVENT)(C-200)(6") PIPE(PVC)(F&I)(SOLVENT)(4") PIPE(PVC)(F&I)(SOLVENT)(6") PIPE(PE)(F&I)(SOCKET FUSED)(HEAVY)(8") PIPE(PE)(F&I)(SOCKET FUSED)(HEAVY)(12") PIPE(PVC)(F&I)(WELDED)(CLASS 200)(6") PIPE(PVC)(C-80)(F&I)PUSH-ON)( 2") PIPE(PVC)(C-80)(F&I)PUSH-ON)( 2 1/2") PIPE(PVC)(C-80)(F&I)PUSH-ON)( 4") PIPE(PVC)(C-150)(F&I)PUSH-ON)( 2") PIPE(PVC)(C-150)(F&I)(PUSH-ON)( 4") PIPE(PVC)(C-150)(F&I)(PUSH-ON)( 6") PIPE(PVC)(C-150)(F&I)(PUSH-ON)( 8") PIPE(PVC)(C-150)(F&I)(PUSH-ON)(10") PIPE(PVC)(C-150)(F&I)(PUSH-ON)(12") PIPE(PVC)(C-160)(F&I)(PUSH-ON)( 2") PIPE(PVC)(C-160)(F&I)(PUSH-ON)(8") PIPE(PVC)(C-160)(F&I)(PUSH-ON)(10") PIPE(PVC)(C-160)(F&I)(PUSH-ON)( 12") PIPE(PVC)(C-160)(F&I)(PUSH-ON)(16") PIPE(PVC)(C-160)(F&I)(PUSH-ON)(24") PIPE(PVC)(C-160)(F&I)(PUSH-ON)(36") 141 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1090135 1090135 1090135 1090135 1090135 1090136 1090136 1090136 1090136 1090136 1090136 1090136 1090136 1090136 1090136 1090136 1090136 1090136 1090136 1090136 1090136 1090137 1090137 1090137 1090137 1090137 1090137 1090137 1090138 1090138 1090138 1090138 1090138 1090138 1090138 05 07 08 09 10 00 01 02 03 04 05 06 07 08 09 10 11 13 14 15 16 08 09 10 11 13 14 16 00 07 08 09 10 11 18 No. of Conts Weighted Average Total Amount Total Quantity 2 $25.49 $20,648.00 810.000 3 3 6 3 2 1 $19.48 $21.89 $27.52 $46.17 $55.90 $59.80 $112,900.00 $135,315.00 $346,170.00 $43,494.00 $333,880.00 $91,015.60 5,795.000 6,183.000 12,579.000 942.000 5,973.000 1,522.000 1 1 1 $55.00 $80.00 $50.00 $334,290.00 $439,360.00 $33,050.00 6,078.000 5,492.000 661.000 1 $120.00 $18,600.00 155.000 1 $70.00 $14,700.00 210.000 1 $20.00 $36,000.00 1,800.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE(PVC)(C-200)(F&I)(PUSH-ON)( 2") PIPE(PVC)(F&I)(PUSH-ON)(CLASS 200)(4") PIPE(PVC)(F&I)(PUSH-ON)(CLASS 200)(6") PIPE(PVC)(F&I)(PUSH-ON)(CLASS 200)( 8") PIPE(PVC)(F&I)(PUSH-ON)(CLASS 200)(10") PIPE(PVC)(PUSH-ON)(F&I)(C-900)(NON-STD) PIPE(PVC)(PUSH-ON)(F&I)(C-900)(3/4") PIPE(PVC)(PUSH-ON)(F&I)(C-900)( 1") PIPE(PVC)(PUSH-ON)(F&I)(C-900)(1 1/4") PIPE(PVC)(PUSH-ON)(F&I)(C-900)(1/2") PIPE(PVC)(PUSH-ON)(F&I)(C-900)(2") PIPE(PVC)(PUSH-ON)(F&I)(C-900)(2 1/2) PIPE(PVC)(C-900)(F&I)(PUSH-ON)(4") PIPE(PVC)(C-900)(F&I)(PUSH-ON)( 6") PIPE(PVC)(C-900)(F&I)(PUSH-ON)(8") PIPE(PVC)(C-900)(F&I)(PUSH-ON)(10") PIPE(PVC)(PUSH-ON)(F&I)(C-900)(12") PIPE(PVC)(PUSH-ON)(F&I)(C-900)(16") PIPE(PVC)(PUSH-ON)(F&I)(C-900)(18") PIPE(PVC)(C-900)(F&I)(PUSH-ON)(20") PIPE(PVC)(PUSH-ON)(F&I)(C-900)(24") PIPE(PVC)(F&I)(PUSH-ON)(SDR26)(6") PIPE(PVC)(F&I)(PUSH-ON)(SDR26)(8") PIPE(PVC)(F&I)PUSH-ON)(SDR26)(10") PIPE(PVC)(F&I)(PUSH-ON)(SDR26)(12") PIPE(PVC)(F&I)(PUSH-ON)(SDR26)(16") PIPE(PVC)(F&I)(PUSH-ON)(SDR26)(18") PIPE(PVC)(F&I)(PUSH-ON)(SDR26)(24") PIPE(PVC)(F&I)(PUSH-ON)(SDR 35)(NS) PIPE(PVC)(SDR 35)(F&I)PUSH-ON)( 4") PIPE(PVC)(SDR 35)(F&I)(PUSH-ON)( 6") PIPE(PVC)(SDR 35)(F&I)(PUSH-ON)( 8") PIPE(PVC)(SDR 35)(F&I)(PUSH-ON)(10") PIPE(PVC)(SDR 35)(F&I)(PUSH-ON)(12") PIPE(PVC)(SDR 35)(F&I)(PUSH-ON)(36") 142 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 1090152 1090153 1090153 1090153 1090153 1090153 1090153 1090154 1090154 1090155 1090155 1090155 1090155 1090155 1090155 1090156 1090156 1090156 1090156 1090156 1090156 1090156 1090156 1090156 1090156 1090156 1090338 1090436 1090436 1090533 1090533 1090534 1090534 1090538 1090556 08 00 08 09 11 12 19 13 16 00 05 08 10 11 12 00 07 08 09 10 11 13 14 15 16 18 11 08 10 11 15 11 15 10 08 Weighted Average Total Amount Total Quantity 1 $27.00 $3,024.00 112.000 1 1 $39.00 $58.00 $7,410.00 $580.00 190.000 10.000 1 2 1 $40.00 $50.48 $66.00 $46,800.00 $35,388.00 $17,160.00 1,170.000 701.000 260.000 2 $89.53 $62,850.00 702.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE(PVC)(C-125)(F&I)(RESTRAINED)( 6") PIPE(PVC)(C-150)(F&I)(RESTRAINED)(NON-S) PIPE(PVC)(C-150)(F&I)(RESTRAINED)( 6") PIPE(PVC)(C-150)(F&I)(RESTRAINED)(8") PIPE(PVC)(C-150)(F&I)(RESTRAINED)(12") PIPE(PVC)(C-150)(F&I)(RESTRAINED)(14") PIPE(PVC)(C-150)(F&I)(RESTRAINED)(42") PIPE(PVC)(C-160)(F&I)(RESTRAINED)( 16") PIPE(PVC)(C-160)(F&I)(RESTRAINED)( 24") PIPE(PVC)(C-200)(F&I)(RESTRAINED)(NON-S) PIPE(PVC)(C-200)(F&I)(RESTRAINED)(2") PIPE(PVC)(C-200)(F&I)(RESTRAINED)( 6") PIPE(PVC)(C-200)(F&I)(RESTRAINED)( 10") PIPE(PVC)(C-200)(F&I)(RESTRAINED)( 12") PIPE(PVC)(C-200)(F&I)(RESTRAINED)( 14") PIPE(PVC)(C-900)(F&I)(RESTRAINED)(NON-S) PIPE(PVC)(C-900)(F&I)(RESTRAINED)( 4") PIPE(PVC)(C-900)(F&I)(RESTRAINED)( 6") PIPE(PVC)(C-900)(F&I)(RESTRAINED)(8") PIPE(PVC)(C-900)(F&I)(RESTRAINED)(10") PIPE(PVC)(C-900)(F&I)(RESTRAINED)(12") PIPE(PVC)(C-900)(F&I)(RESTRAINED)(16") PIPE(PVC)(C-900)(F&I)(RESTRAINED)(18") PIPE(PVC)(C-900)(F&I)(RESTRAINED)(20") PIPE(PVC)(C-900)(F&I)(RESTRAINED)(24") PIPE(PVC)(C-900)(F&I)(RESTRAINED)(36") PIPE(PVC)(SDR 35)(INSTALL)(PUSH-ON)(12") PIPE(PVC)(C-900)(SAL)(PUSH-ON)( 6") PIPE(PVC)(C-900)(SAL)(PUSH-ON)(10") PIPE(PVC)(C-150)(A,M,OR R)(PUSH-ON)(12") PIPE(PVC)(C-150)(A,M OR R)(PUSH-ON)(20") PIPE(PVC)(C-160)(A,M,OR R)(PUSH-ON)(12") PIPE(PVC)(C-160)(A,M,OR R)(PUSH-ON)(20") PIPE(PVC)(SDR35)(A,MOR R)(PUSH-ON)(10") PIPE(PVC)(C-900)(A,MOD OR REL)(RES)( 6") 143 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1090556 11 1090556 13 1091111 01 1091111 02 1091111 04 1091111 05 1091111 07 1091111 08 1091111 09 1091111 10 1091111 11 1091111 13 1091111 14 1091112 02 1091112 04 1091112 05 1091112 07 1091112 10 1091112 11 1091112 12 1091112 14 1091121 08 1091122 02 1091122 05 1091122 06 1091122 08 1091122 09 1091122 11 1091311 05 1091312 05 1091312 07 1091322 05 1100110100 1100110102 1100110105 No. of Conts Weighted Average Total Amount Total Quantity 1 1 1 1 $49.00 $48.00 $98.00 $100.00 $29,155.00 $34,800.00 $29,694.00 $59,500.00 595.000 725.000 303.000 595.000 1 $5.00 $492,080.00 98,416.000 1 $82.50 $69,630.00 844.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE(PVC)(C-900)(A,MOD OR REL)(RES)(12") PIPE(PVC)(C-900)(A,MOD OR REL)(RES)(16") PIPE(POLY)(F&I)(BUTT FUSED)(REG)(3/4") PIPE(POLY)(F&I)(BUTT FUSED)(REG)( 1") PIPE(POLY)(F&I)(BUTT FUSED)(REG)(1 1/2") PIPE(POLY)(F&I)(BUTT FUSED)(REG)( 2") PIPE(POLY)(F&I)(BUTT FUSED)(REG)(4") PIPE(POLY)(F&I)(BUTT FUSED)(REG)(6") PIPE(POLY)(F&I)(BUTT FUSED)(REG)(8") PIPE(POLY)(F&I)(BUTT FUSED)(REG)(10") PIPE(POLY)(F&I)(BUTT FUSED)(REG)(12") PIPE(POLY)(F&I)(BUTT FUSED)(REG)(16") PIPE(POLY)(F&I)(BUTT FUSED)(REG)(18") PIPE(POLY)(F&I)(BUTT FUSED)HEAVY(2") PIPE(POLY)(F&I)(BUTT FUSED)HEAVY(1 1/2") PIPE(POLY)(F&I)(BUTT FUSED)HEAVY( 2") PIPE(POLY)(F&I)(BUTT FUSED)HEAVY( 4") PIPE(POLY)(F&I)(BUTT FUSED)(HEAVY)(10") PIPE(POLY)(F&I)(BUTT FUSED)(HEAVY)(12") PIPE(POLY)(F&I)(BUTT FUSED)(HEAVY)(14") PIPE(POLY)(F&I)(BUTT FUSED)(HEAVY)(18") PIPE(POLY)(F&I)(SOCKET FUSED)(REG)(6") PIPE(POLY)(F&I)(SOCKET FUSED)(HVY)( 1") PIPE(POLY)(F&I)(SOCKET FUSED)(HVY)(2") PIPE(POLY)(F&I)(SOCKET FUSED)(2 1/2") PIPE(POLY)(F&I)(SOCKET FUSED)(HVY)(6") PIPE(POLY)(F&I)(SOCKET FUSED)(HVY)(8") PIPE(POLY)(F&I)(SOCKET FUSED)(HVY)(12") PIPE(POLY)(INS)(BUTT FUSED)(2") PIPE(POLY)(INS)(BUTT FUSED)(HVY)(2") PIPE(POLY)(INS)(BUTT FUSED)(4") PIPE(POLY)(INS)(SOCKET FUSED)(2") PIPE(CI/DI)(NO)(F&I)(PUSH ON)(C-50) PIPE(CI/DI)(NO)(F&I)(PUSH ON)(C-50) PIPE(CI/DI)(NO)(F&I)(PUSH ON)(C-50) 144 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1100110107 1100110108 1100110109 1100110110 1100110111 1100110116 1100110118 1100110317 1100110607 1100110608 1100110609 1100110610 1100110611 1100110909 1100111107 1100111108 1100111109 1100111110 1100111111 1100111113 1100111115 1100111116 1100111118 1100111213 1100111307 1100111308 1100111309 1100111310 1100111317 1100111320 1100111408 1100111409 1100111419 1100111611 1100111614 No. of Conts Weighted Average Total Amount Total Quantity 1 $210.00 $1,037,820.00 4,942.000 1 $26.00 $7,540.00 290.000 1 1 $31.50 $37.50 $19,530.00 $301,125.00 620.000 8,030.000 1 $175.00 $3,500.00 20.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE(CI/DI)(NO)(F&I)(PUSH ON)(C-50) PIPE(CI/DI)(NO)(F&I)(PUSH ON)(C-50) PIPE(CI/DI)(NO)(F&I)(PUSH ON)(C-50) PIPE(CI/DI)(NO)(F&I)(PUSH ON)(10") PIPE(CI/DI)(NO)(F&I)(PUSH ON)(C- 50) PIPE(CI/DI)(NO)(F&I)(PUSH ON)(C-50)(24") PIPE(CI/DI)(NO)(F&I)(PUSH ON)(C-50)(36") PIPE(CI/DI)(NO)(F&I)(PUSH ON)(30") PIPE(CI/DI)(F&I)(PUSH ON)150 PSI(4") PIPE(CI/DI)(F&I)(PUSH ON)150 PSI(6") PIPE(CI/DI)(F&I)(PUSH ON)150 PSI(8") PIPE(CI/DI)(F&I)(PUSH ON)150 PSI(10") PIPE(CI/DI)(F&I)(PUSH ON)150 PSI(12") PIPE(CI/DI)(F&I)(PUSH ON)350 PSI(8") PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(C-50) PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(C-50) PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(C-50) PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(C-50) PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(C-50) PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(C-50) PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(C-50) PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(C-50) PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(C-50) PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(16") PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)( 4") PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)( 6") PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)( 8") PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(10") PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(30") PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(48") PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT) (6") PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(8") PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(42") PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(12") PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(18") 145 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1100111617 1100111709 1100111711 1100111713 1100111716 1100111808 1100111809 1100111811 1100111813 1100111815 1100111816 1100111817 1100111818 1100111819 1100111820 1100111905 1100111907 1100111908 1100111909 1100111910 1100111911 1100111913 1100111916 1100112108 1100112109 1100112110 1100112111 1100112112 1100112208 1100112211 1100112309 1100112317 1100112408 1100113509 1100113908 No. of Conts Weighted Average Total Amount Total Quantity 1 1 1 $28.00 $45.00 $44.00 $148,848.00 $24,435.00 $320,100.00 5,316.000 543.000 7,275.000 1 1 $70.00 $70.00 $17,990.00 $34,300.00 257.000 490.000 1 $93.83 $20,267.28 216.000 2 2 1 1 4 1 $55.36 $52.19 $48.23 $45.00 $55.02 $102.00 $3,875.28 $18,160.68 $72,923.76 $69,075.00 $714,356.52 $20,808.00 70.000 348.000 1,512.000 1,535.000 12,984.000 204.000 1 $36.00 $18,648.00 518.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(30") PIPE(CI/DI)(F&I)(PUSHON)(CMT)(200P)(8") PIPE(CI/DI)(F&I)(PUSHON)(CMT)(200P)(12") PIPE(CI/DI)(F&I)(PUSHON)(CMT)(200P)(16") PIPE(CI/DI)(F&I)(PUSHON)(CMT)(200P)(24") PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(6") PIPE(CI/DI)(CEM)(F&I)(PUSH ON JT)(8") PIPE(CI/DI)(CMT)(F&I)(PUSHON)(250P)(12") PIPE(CI/DI)(CMT)(F&I)(PUSHON)(250P)(16") PIPE(CI/DI)(CMT)(F&I)(PUSHON)(250P)(20") PIPE(CI/DI)(CMT)(F&I)(PUSHON)(250P)(24") PIPE(CI/DI)(CMT)(F&I)(PUSHON)(250P)(30") PIPE(CI/DI)(CMT)(F&I)(PUSHON)(250P)(36") PIPE(CI/DI)(CMT)(F&I)(PUSHON)(250P)(42") PIPE(CI/DI)(F&I)(PUSHON)(CMT)(250P)(48") PIPE(CI/DI)(CMT)(F&I)(PUSHON)(350P)(2") PIPE(CI/DI)(CMT)(F&I)(PUSHON)(350P)(4") PIPE(CI/DI)(CMT)(F&I)(PUSHON)(350P)(6") PIPE(CI/DI)(CMT)(F&I)(PUSHON)(350P)(8") PIPE(CI/DI)(CMT)(F&I)(PUSHON)(350P)(10") PIPE(CI/DI)(CMT)(F&I)(PUSHON)(350P)(12") PIPE(CI/DI)(CMT)(F&I)(PUSHON)(350P)(16") PIPE(CI/DI)(CMT)(F&I)(PUSHON)(350P)(24") PIPE(CI/DI)(EPOXY)(F&I)(PUSHON)C-50(6") PIPE(CI/DI)(EPOXY)(F&I)(PUSHON)C-50(8") PIPE(CI/DI)(EPOXY)(F&I)(PUSHON)C-50(10") PIPE(CI/DI)(EPOXY)(F&I)(PUSHON)C-50(12") PIPE(CI/DI)F&I(PUSHON)EPOXY(CLS50)(14") PIPE(CI/DI)(EPOXY)(F&I)(PUSHON)C-51( 6") PIPE(CI/DI)(EPOXY)(F&I)(PUSHON)C-51(12") PIPE(CI/DI)(EPOXY)(F&I)(PUSHON)C-52(8") PIPE(CI/DI)(EPOXY)(F&I)(PUSHON)C-52(30") PIPE(CI/DI)(EPOXY)(F&I)(PUSHON)C-53(6") PIPE(CI/DI)(F&I)(PUSHON)SPL LINED(8") PIPE(CI/DI)(F&I)(PUSHON)(SL)350PSI(6") 146 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1100120110 1100120111 1100120112 1100120114 1100120116 1100120117 1100120118 1100121107 1100121411 1100122408 1100122409 1100122807 1100123109 1100140113 1100140115 1100140614 1100141105 1100141107 1100141108 1100141109 1100141111 1100141113 1100141116 1100141118 1100141214 1100141216 1100141307 1100141308 1100141309 1100141311 1100141315 1100141317 1100141320 1100141408 1100141409 No. of Conts Weighted Average Total Amount Total Quantity 1 $63.00 $1,260.00 20.000 1 $75.00 $3,750.00 50.000 1 1 $200.00 $250.00 $32,000.00 $402,000.00 160.000 1,608.000 1 $176.00 $19,184.00 109.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE(CI/DI)(F&I)(FLANGED)(10")CLASS 50 PIPE(CI/DI)(F&I)(FLANGED)(12")CLASS 50 PIPE(CI/DI)(F&I)(FLANGED)(14")CLASS 50 PIPE(CI/DI)(F&I)(FLANGED)(18")CLASS 50 PIPE(CI/DI)(F&I)(FLANGED)(24")CLASS 50 PIPE(CI/DI)(F&I)(FLANGED)(30")CLASS 50 PIPE(CI/DI)(F&I)(FLANGED)(36")CLASS 50 PIPE(CI/DI)CEMENT(F&I)(FLANGED)CL50(4") PIPE(CI/DI)(CEMENT)(F&I)(FLANGED)(12") PIPE(CI/DI)(EPOXY)(F&I)(FLANGED)C-53(6") PIPE(CI/DI)(EPOXY)(F&I)(FLANGED)(8") PIPE(CI/DI)(EPOXY)(F&I)(FLANGED,250P,4") PIPE(CI/DI)(SPECIAL)(F&I)(FLANGED)(8") PIPE(CI/DI)(F&I)(MFG/RES)C-50(16") PIPE(CI/DI)(F&I)(MFG/RES)C-50(20") PIPE(CI/DI)(F&I)(MFG/RES)150P(18") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-50(2") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-50(4") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-50(6") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-50(8") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-50(12") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-50(16") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-50(24") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-50(36") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-51(18") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-51(24") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-52( 4") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-52( 6") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-52(8") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-52(12") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-52(20") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-52(30") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-52(48") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-53(6") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-53(8") 147 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1100141410 1100141411 1100141419 1100141600 1100141608 1100141611 1100141613 1100141614 1100141716 1100141807 1100141808 1100141809 1100141810 1100141811 1100141814 1100141815 1100141818 1100141819 1100141820 1100141907 1100141908 1100141909 1100141910 1100141911 1100141913 1100142110 1100142307 1100142309 1100142311 1100142313 1100142314 1100142609 1100142613 1100142614 1100142615 No. of Conts 1 Weighted Average $110.00 Total Amount $3,740.00 Total Quantity 34.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-53(10") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-53(12") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)C-53(42") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)150P(NSTD) PIPE(CI/DI)(CMT)(F&I)(MFG/RES)150P(6") PIPE(CI/DI)(CMT)(F&I)(MFG/RES)150P(12") PIPE(CI/DI)(CMT)(F&I)(MFG/RES)150P(16") PIPE(CI/DI)(CMT)(F&I)(MFG/RES)150P(18") PIPE(CI/DI)(CMT)(F&I)(MFG/RES)200P(24") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)250PSI(4") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)250P(6") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)250PSI(8") PIPE(CI/DI)(CEM)(F&I)(MFG/RE)250PSI(10") PIPE(CI/DI)(CEM)(F&I)(MFG/RE)250PSI(12") PIPE(CI/DI)(CEM)(F&I)(MFG/RE)250PSI(18") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)250P(20") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)250P(36") PIPE(CI/DI)(CEM)(F&I)(MFG/RES)250P(42") PIPE(CI/DI)(F&I)(MFG/RES)(CEM)250P(48") PIPE(CI/DI)(F&I)(MFG/RES)(CEM)350P(4") PIPE(CI/DI)(F&I)(MFG/RES)(CEM)350P(6") PIPE(CI/DI)(F&I)(MFG/RES)(CEM)350P(8") PIPE(CI/DI)(F&I)(MFG/RES)(CEM)350P(10") PIPE(CI/DI)(F&I)(MFG/RES)(CEM)350P(12") PIPE(CI/DI)(F&I)(MFG/RES)(CEM)350P(16") PIPE(CI/DI)(EPOXY)(F&I)(MFG)(C-50)(10") PIPE(CI/DI)EPOXY(F&I)(MFG/RES)(C-52)(4") PIPE(CI/DI)EPOXY(F&I)(MFG/RES)(C-52)(8") PIPE(CI/DI)EPOXY(F&I)(MFG/RES)(C-52)12" PIPE(CI/DI)EPOXY(F&I)(MFG/RES)CL52(16") PIPE(CI/DI)EPOXY(F&I)(MFG/RES)CL52(18") PIPE(CI/DI)(EPOX)(F&I)(MFG/RES)150P( 8") PIPE(CI/DI)(EPOX)(F&I)(MFG/RES)150P(16") PIPE(CI/DI)EPOXY(F&I)(MFG/RES)150P(18") PIPE(CI/DI)(EPOX)(F&I)(MFG/RES)150P(20") 148 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1100142908 1100150110 1100150111 1100150113 1100150117 1100151308 1100151309 1100151310 1100151311 1100151313 1100151809 1100151811 1100151812 1100151816 1100151908 1100151909 1100151911 1100151912 1100152311 1100152317 1100152813 1100152911 1100153309 1100153310 1100153311 1100341113 1100411020 1110111105 1110111412 1110121208 1110121411 1110121416 1110121420 1110122213 1110132208 No. of Conts Weighted Average Total Amount Total Quantity 1 2 $70.00 $90.79 $13,650.00 $28,235.00 195.000 311.000 1 1 $56.00 $41.00 $6,720.00 $6,150.00 120.000 150.000 1 $70.00 $1,120.00 16.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE(CI/DI)EPOXY(F&I)(MFG/RES)(350P)(6") PIPE(CI/DI)(NONE)(F&I)(MECH)(C-50)(10") PIPE(CI/DI)(NONE)(F&I)(MECH)(C-50)(12") PIPE(CI/DI)(NONE)(F&I)(MECH)(C-50)(16") PIPE(CI/DI)(NONE)(F&I)(MECH)(C-50)(30") PIPE(CI/DI)(CEM)(F&I)(MECH)(C-52)(6") PIPE(CI/DI)(CEM)(F&I)(MECH)(C-52)(8") PIPE(CI/DI)(CEM)(F&I)(MECH)(C-52)(10") PIPE(CI/DI)(CEM)(F&I)(MECH)(C-52)(12") PIPE(CI/DI)(CEM)(F&I)(MECH)(C-52)(16") PIPE(CI/DI)(CEM)(F&I)(MECH)(250PSI)( 8") PIPE(CI/DI)(CEM)(F&I)(MECH)(250PSI)(12") PIPE(CI/DI)(CEM)(F&I)(MECH)(250PSI)(14") PIPE, CI/DI, CEM, F&I, MECH, 250PSI, 24" PIPE(CI/DI)(CEM)(F&I)(MECH)(350PSI)( 6") PIPE(CI/DI)(CEM)(F&I)(MECH)(350PSI)( 8") PIPE(CI/DI)(CEM)(F&I)(MECH)(350PSI)(12") PIPE(CI/DI)(CEM)(F&I)(MECH)(350PSI)(14") PIPE(CI/DI)EPOXY(F&I)(MECH)(C-52)(12") PIPE(CI/DI)EPOXY(F&I)(MECH)(C-52)(30") PIPE(CI/DI)EPOXY(F&I)(MECH)(250PSI)(16") PIPE(CI/DI)EPOXY(F&I)(MECH)(350PSI)(12") PIPE(CI/DI)SPECIAL(F&I)(MECH)(C-52)(8") PIPE(CI/DI)SPECIAL(F&I)(MECH)(C-52)(10") PIPE(CI/DI)SPECIAL(F&I)(MECH)(C-52)(12") PIPE(CI/DI)(CEM)INST(MFG/RES)C-50(16") PIPE(CI/DI)(S&S)(PUSH ON JT)CEM LIN(48") PIPE(ST)(COAT&WRAP)(F&I)(PUSH ON)( 2") PIPE(ST)(F&I)(PUSH ON)1/4(BARE)( 14") PIPE(ST)(COATED)(F&I)(WELDED)( 6") PIPE(ST)(BARE)(F&I)(WELDED)(12") PIPE(ST)(F&I)(WELDED)1/4(BARE)(24") PIPE(ST)(F&I)(WELDED)1/4(BARE)(48") PIPE(ST)(COATED)(F&I)(WELDED)(16") PIPE(STL)COATED(F&I)(FLANGE JOINT)(6") 149 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1110132209 1110132213 1110132217 1120120318 1160101 01 1160102 01 1160102 02 1160102 10 1160104 01 1160106 01 1160111201 1160111301 1160112202 1160112301 1160112302 1160112303 1160112308 1160113301 1160113302 1160114201 1160114301 1160114302 1160114304 1160114305 1160114306 1160114312 1160115202 1160115302 1160116301 1160116308 1160117301 1160124 1160132 01 1160134 01 1160134 11 No. of Conts Weighted Average Total Amount Total Quantity 1 $9.90 $22,770.00 2,300.000 1 1 3 $16.80 $81.65 $12.82 $66,360.00 $211,473.50 $22,435.00 3,950.000 2,590.000 1,750.000 2 $16.60 $33,285.00 2,005.000 1 2 $31.90 $17.74 $33,495.00 $76,657.50 1,050.000 4,320.000 1 $18.00 $7,380.00 410.000 1 $30.00 $11,460.00 382.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE(STL)COATED(F&I)(FLANGE JOINT)( 8") PIPE(STL)COATED(F&I)(FLANGE JOINT)(16") PIPE(ST)(COATED)(F&I)(FLANGE JOINT)(30") PIPE(CONC)(F&I)(PUSH ON)(CLASS III)(36") CONDUIT(F&I)(MATL.UNK)(1 WAY)( 1") CONDUIT(F&I)(MATL.UNK)(1 WAY)( 2") CONDUIT(F&I)(MATL.UNK)(2 WAY)( 2") CONDUIT(F&I)(MATL.UNK)(10 WAY)( 2") CONDUIT(F&I)(MATL.UNK)(1 WAY)( 4") CONDUIT(F&I)(MATL.UNK)(1 WAY)( 6") CONDUIT(PVC)(F&I)(HVY GUAGE)(1 WAY)(1") CONDUIT(F&I)(PVC)(BURIED)(1 WAY)(1") CONDUIT(PVC)(F&I)(HVY GUAGE)(2 WAY)(2") CONDUIT(PVC)(F&I)(BURIED )(1 WAY)( 2") CONDUIT(PVC)(F&I)(BURIED )(2 WAY)( 2") CONDUIT(F&I)(PVC)(BURIED )(3 WAY)( 2") CONDUIT(F&I)(PVC)(BURIED )(8 WAY)( 2") CONDUIT(PVC)(F&I)(BURIED )(1 WAY)( 3") CONDUIT(PVC)(F&I)(BURIED )(2 WAY)( 3") CONDUIT(PVC)(F&I)HVY GA(1 WAY)( 4") CONDUIT(PVC)(F&I)(BURIED )(1 WAY)( 4") CONDUIT(PVC)(F&I)(BURIED )(2 WAY)( 4") CONDUIT(PVC)(F&I)(BURIED )(4 WAY)( 4") CONDUIT(PVC)(F&I)(BURIED )(5 WAY)( 4") CONDUIT(PVC)(F&I)(BURIED )(6 WAY)( 4") CONDUIT(PVC)(F&I)(BURIED )(12WAY)( 4") CONDUIT(PVC)(F&I)(HVY GA )(2 WAY)( 5") CONDUIT(PVC)(F&I)(BURIED )(2 WAY)( 5") CONDUIT(F&I)(PVC)(BURIED )(1 WAY)( 6") CONDUIT(F&I)(PVC)(BURIED )(8 WAY)( 6") CONDUIT(F&I)(PVC)(BURIED )(1 WAY)2 1/2" CONDUIT(MULTIPLASTIC)(F&I)( 4") CONDUIT(GALV. STEEL)(F&I)(1 WAY)( 2") CONDUIT(GALV. STEEL)(F&I)(1 WAY)( 4") CONDUIT(GALV. STEEL)(F&I)(11 WAY)( 4") 150 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1160136 10 1160142 01 1160142401 1160214301 1160214303 1160214304 1160216301 1160216304 1160312301 1160314301 1160700 1160900 1501 1 1510120 1510120 09 1510120 97 1510120 98 1510129 07 1510162 10 1510162 11 1510162 13 1510163 10 1510164 00 1510168 05 1510168 11 1510168 12 1510168 97 1510168 98 1510169 07 1510170 1510196 10 1510196 11 1510196 97 1598120 00 1598121 07 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $12.95 $15.00 $135,975.00 $25,950.00 10,500.000 1,730.000 7 $13,301.15 $150,223.20 11.294 1 $679.00 $1,358.00 2.000 1 $1,750.00 $1,750.00 1.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF EA TN TN TN TN TN EA EA EA EA EA EA EA EA EA EA EA TN EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CONDUIT(F&I)(GALV. STEEL)(6")(10 WAY) CONDUIT(FIBRGLASS)(F&I)(1 WAY)( 2") CONDUIT(FIBRGLASS)(F&I)(EXP)(1 WAY)( 2") CONDUIT(PVC)(FUR)(BURIED)(1 WAY)( 4") CONDUIT(PVC)(FUR)(BURIED)(3 WAY)( 4") CONDUIT(PVC)(FUR)(BURIED)(4 WAY)( 4") CONDUIT(PVC)(FUR)(BURIED)(1 WAY)( 6") CONDUIT(PVC)(FUR)(BURIED)(4 WAY)( 6") CONDUIT(PVC)(INST)(BURIED)(1 WAY)( 2") CONDUIT(PVC)(INST)(BURIED)(1 WAY)( 4") CONDUIT(ADJUST & MODIFY) CONDUIT(REMOVE) LIFT STATION, SANITARY SEWER FITTINGS SAN SEW(F&I) FITTINGS SAN SEW(F&I)(DI)(8") FITTINGS SAN SEW(F&I)(DI)(0" -12") FITTINGS SAN SEW(F&I)(DI)(>12" -<30") FITTINGS SAN SEW(F&I)(DI)(CLEANOUT)(4") FITTINGS SAN SEW(PVC)(F&I)(ELBOWS)(10") FITTINGS SAN SEW(PVC)(F&I)(ELBOWS)(12") FITTINGS SAN SEW(PVC)(F&I)(ELBOWS)(16") FITTINGS SAN SEW(PVC)(F&I)(TEES)(10") FITTINGS SAN SEW(PVC)(F&I)(RED)(NON-STD) FITTINGS SAN SEW(F&I)(PVC)(Y'S)(8 X 6") FITTINGS SAN SEW(F&I)(PVC)(Y'S)(12") FITTINGS SAN SEW(F&I)(PVC)(Y'S)(14") FITTINGS SAN SEW(F&I)(PVC)(Y'S)(0-12") FITTINGS SAN SEW(F&I)(PVC)(Y'S)(>12<30") FITTINGS SAN SEW(F&I)(PVC)(CLEANOUT)(4") FITTINGS SAN SEWER(STEEL)(F&I) FITTINGS SAN SEWER(RUB)(F&I)(UNION)(10") FITTINGS SAN SEWER(RUB)(F&I)(UNION)(12") FITTINGS SAN SEWER(RUB)(F&I)(UNION)0-12" SERV-SAN SEWER(F&I)(DI)(NON-STD) SERV-SAN SEWER(F&I)(DI)(STR ELB)(4") 151 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 1598122 1598123 1598126 1598127 1598128 1598128 1598129 1598149 1598161 1598162 1598162 1598162 1598162 1598163 1598163 1598164 1598166 1598167 1598167 1598167 1598168 1598168 1598169 1598169 1598169 1598169 1598169 1598169 1598169 1598169 1598600 1598659 1598700 1598729 1598769 07 07 07 07 07 08 07 19 07 00 07 08 09 03 07 05 07 07 09 11 07 08 00 03 05 07 08 09 10 14 07 07 07 Weighted Average Total Amount Total Quantity 1 $550.00 $17,600.00 32.000 1 $35.00 $25,830.00 738.000 1 $1,326.48 $9,285.36 7.000 Unit Meas Obs? Description EA EA EA EA EA EA LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA LF LF LF LF LF LF LF LF LF LF EA LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SERV-SAN SEWER(F&I)(DI)(ELBOWS)(4") SEWER(F&I)(DI)(TEES)(4") SEWER(F&I)(DI)(UNIONS)(4") SEWER(F&I)(DI)(CAPS/PLUGS)(4") SEWER(F&I)(DI)(CLNOUT ASM)(4") SEWER(F&I)(DI)(CLNOUT ASM)(6") SEWER(F&I)(DI)(LINES)(4") SEWER(F&I)(CONC)(LINES)(42") SEWER(F&I)(PVC)(STR ELBOWS)(4") SEWER(F&I)(PVC)(ELBOWS)(NS) SEWER(F&I)(PVC)(ELBOWS)(4") SEWER(F&I)(PVC)(ELBOWS)(6") SEWER(F&I)(PVC)(ELBOWS)(8") SEWER(F&I)(PVC)(TEES)(6"X6") SEWER(F&I)(PVC)(TEES)(4") SEWER(F&I)(PVC)(REDUCE)(8 X 6") SEWER(F&I)(PVC)(UNIONS)(4") SEWER(F&I)(PVC)(CAPS/PLUGS)(4") SEWER(F&I)(PVC)(CAPS/PLUGS)(8") SEWER(F&I)(PVC(CAPS/PLUGS)(12") SEWER(F&I)(PVC)(CLEANOUT)( 4") SEWER(F&I)(PVC)(CLEANOUT)( 6") SEWER(F&I)(PVC)(LINES)(NS) SEWER(F&I)(PVC)(LINES)(1 1/4") SEWER(F&I)(PVC)(LINES)( 2") SEWER(F&I)(PVC)(LINES)( 4") SEWER(F&I)(PVC)(LINES)( 6") SEWER(F&I)(PVC)(LINES)( 8") SEWER(F&I)(PVC)(LINES)(10") SEWER(F&I)(PVC)(LINES)(18") SEWER(PLUG&PLACE) SEWER(PLUG&PLACE)(CLAY)(LINE)4" SEWER(ADJUST & MODIFY) SEWER(ADJ&MOD)(DI)(LINES)(4") SEWER(ADJ&MOD)(PVC)(LINES)(4") 152 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1598900 1610120 1610132 08 1610132 09 1610132 10 1610132 11 1610132 12 1610133 01 1610133 09 1610133 10 1610133 11 1610134 00 1610134 02 1610134 18 1610137 11 1610137 16 1610137 18 1610140 1610140 08 1610140 10 1610140 11 1610140 14 1610142 09 1610142 13 1610160 1610440 1610540 1633121106 1633125406 1633131209 1633133200 1633133202 1633133204 1633133205 1633133280 No. of Conts Weighted Average Total Amount Total Quantity 1 $34.53 $46,684.56 1,352.000 11 $9,683.37 $915,243.04 94.517 Unit Meas Obs? Description LF TN EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA TN TN TN TN TN TN TN TN EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SERV-SAN SEWER(REMOVE) FIT WATER(F&I)(CAST IRON) FIT WATER(F&I)(PVC)(ELBOWS)(6") FIT WATER(F&I)(PVC)(ELBOWS)(8") FIT WATER(F&I)(PVC)(ELBOWS)(10") FIT WATER(F&I)(PVC)(ELBOWS)(12") FIT WATER(F&I)(PVC)(ELBOWS)(14") FIT WATER(F&I)(PVC)(TEES)(4 X 4") FIT WATER(F&I)(PVC)(TEES)(8") FIT WATER(F&I)(PVC)(TEES)(10") FIT WATER(F&I)(PVC)(TEES)(12") FIT WATER(F&I)(PVC)(REDUCERS)NS FIT WATER(F&I)(PVC)(REDUCERS)(6 X 4") FIT WATER(F&I)(PVC)(REDUCERS)(36") FIT WATER(F&I)(PVC)(CAPS & PLUGS)(12") FIT WATER(F&I)(PVC)(CAPS OR PLUG)(24") FIT WATER(F&I)(PVC)(CAPS&PLUG)(36") FIT WATER(F&I)(DI-CEMENT LINED) FIT WATER(F&I)(DI-CEMENT LINED)( 6") FIT WATER(F&I)(DI-CEMENT LINED)( 10") FIT WATER(F&I)(DI-CEMENT LINED)(12") FIT WATER(F&I)(DI-CEMENT LINED)(18") FIT WATER(F&I)(DI-CEMENT LINED)( 8") FIT WATER(F&I)(DI-CEMENT LINED)(16") FIT WATER(F&I)(STEEL) FIT WATER(S&S)(DI/CEMENT LINED) FIT WATER(S&R)(DI/CEMENT LINED) TAP SADDLE(F&I)(CI)( 8" X 8") TAP SADDLE(F&I)(DI)( 8" X 8") TAP SADDLE(F&I)(BRASS)(10"X 8") TAP SADDLE(F&I)(BRASS)(NON-STANDARD) TAP SADDLE(F&I)(BRASS)( 6"X 4") TAP SADDLE(F&I)(BRASS)( 8"X 4") TAP SADDLE(F&I)(BRASS)( 8"X 6") TAP SADDLE(F&I)(BRASS)( 6"X 1") 153 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1633133308 1633133309 1633133313 1633133405 1633133412 1633133413 1633133423 1633133426 1633133471 1633133480 1633133481 1633133484 1633133487 1633133492 1633133493 1633133497 1633133498 1633133499 1633135107 1633135181 1633135182 1633135183 1633135186 1633135221 1633135306 1633135400 1633135411 1633135482 1633135483 1633135506 1633135509 1633136400 1633136402 1633136405 1633140410 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $900.00 $600.00 $2,700.00 $15,000.00 3.000 25.000 1 1 $1,100.00 $1,300.00 $2,200.00 $1,300.00 2.000 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP SADDLE(F&I)(STEEL)(10"X 6") SADDLE(F&I)(STEEL)(10"X 8") SADDLE(F&I)(STEEL)(12"X 8") SADDLE(F&I)(DI)( 8"X 6") SADDLE(F&I)(DI)(12"X 6") SADDLE(F&I)(DI)(12"X 8") SADDLE(F&I)(DI)(16"X 6") SADDLE(F&I)(DI)(16"X 12") SADDLE(F&I)(DI)(4"X1 1/2") SADDLE(F&I)(DI)( 6"X 1") SADDLE(F&I)(DI)( 6"X 2") SADDLE(F&I)(DI)( 4"X 2") SADDLE(F&I)(DI)(10"X 1") SADDLE(F&I)(DI)( 8" X 1") SADDLE(F&I)(DI)(12"X3/4") SADDLE(F&I)(DI)( 8"X3/4") SADDLE(F&I)(DI)( 8" X 1 1/2") SADDLE(F&I)(DI)(10"X3/4") SADDLE(F&I)(CI)(10" X 4") SADDLE(F&I)(CI)( 6"X 2") SADDLE(F&I)(CI)( 8"X 2") SADDLE(F&I)(CI)(12"X 2") SADDLE(F&I)(CI)(10"X 2") SADDLE(F&I)(BRASS)(14"X14") SADDLE(F&I)(STEEL)( 8"X 8") SADDLE(F&I)(DI)(NON-STANDARD) SADDLE(F&I)(PVC)(CLS 200)(12") SADDLE(F&I)(DI)( 8"X 2") SADDLE(F&I)(DI)(12"X 2") SADDLE(F&I)(BRONZE)( 8"X 8") SADDLE(F&I)(BRONZE)(10"X 8") SADDLE(F&I)(PVC)SCH 40(DI)(NS) SADDLE(F&I)(PVC)SCH 40(DI)( 6"X 4") SADDLE(F&I)(PVC)SCH 40(DI)( 8"X 6") SADDLE(F&I)(DI)(CLS X-HVY)(10"X10") 154 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1633141100 1633141111 1633141112 1633141297 1633141326 1633141377 1633141381 1633141382 1633141386 1633141403 1633141406 1633141407 1633141408 1633141409 1633141411 1633141415 1633141416 1633141418 1633141477 1633141478 1633141480 1633141481 1633141482 1633141483 1633141485 1633141486 1633141492 1633142279 1633142282 1633142283 1633142314 1633142400 1633142407 1633142482 1633142483 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP SADDLE(F&I)(DI)(CLS 51)(CI)(NS) SADDLE(F&I)(DI)(CLS 51)(CI)(12"X 4") SADDLE(F&I)(DI)(CLS 51)(CI)(12"X 6") SADDLE(F&I)(BRASS)( 8"X 3/4") SADDLE(F&I)(STEEL)(16"X12") SADDLE(F&I)(STEEL)(20"X 2") SADDLE(F&I)(STEEL)(6"X 2") SADDLE(F&I)(STEEL)( 8"X 2") SADDLE(F&I)(STEEL)(10"X 2") SADDLE(F&I)(DI)( 6"X 6") SADDLE(F&I)(DI)( 8"X 8") SADDLE(F&I)(DI)CLS 51(10"X 4") SADDLE(F&I)(DI)(10"X 6") SADDLE(F&I)(DI)CLS 51(10"X 8") SADDLE(F&I)(DI)CLS 51(12"X 4") SADDLE(F&I)(DI)(12"X12") SADDLE(F&I)(DI)(14"X 4") SADDLE(F&I)(DI)(14"X 8") SADDLE(F&I)(DI)(20"X 2") SADDLE(F&I)(DI)(12"X 1") SADDLE(F&I)(DI)( 6"X 1") SADDLE(F&I)(DI)( 6"X 2") SADDLE(F&I)(DI)(8" X 2") SADDLE(F&I)(DI)(12"X 2") SADDLE(F&I)(DI)(16"X 2") SADDLE(F&I)(DI)(10"X 2") SADDLE(F&I)(DI)( 8"X 1") SADDLE(F&I)(BRASS)( 4"X 1") SADDLE(F&I)(BRASS)( 8"X 2") SADDLE(F&I)(BRASS)(12"X 2") SADDLE(F&I)(DI)(CLS52)STEEL(12X 10") SADDLE(F&I)(DI)(NON-STANDARD) SADDLE(F&I)(DI)(10"X 4") SADDLE(F&I)(DI)( 8"X 2") SADDLE(F&I)(DI)(12"X 2") 155 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1633142492 1633142593 1633145400 1633145417 1633145419 1633145420 1633145421 1633145422 1633145434 1633146400 1633146413 1633146476 1633147405 1633147406 1633147413 1633148209 1633148383 1633148400 1633148402 1633148403 1633148405 1633148409 1633148418 1633148479 1633148480 1633148482 1633148483 1633148485 1633148486 1633148492 1633148495 1633160306 1633160309 1633160392 1633160397 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP SADDLE(F&I)(DI)( 8"X 1") SADDLE(F&I)(BRONZE)(12"X 3/4") SADDLE(F&I)(DI)CLS 150(DI)(NS) SADDLE(F&I)(DI)CLS 150(DI)(14"X6") SADDLE(F&I)(DI)CLS 150(DI)(16"X4") SADDLE(F&I)(DI)CLS 150(DI)(16"X6") SADDLE(F&I)(DI)CLS 150(DI)(16"X8") SADDLE(F&I)(DI)CLS 150(16"X 4") SADDLE(F&I)(DI)CLS 150(DI)(24"X16") SADDLE(F&I)(DI)CLS 200(NON STD) SADDLE(F&I)(DI)CLS 200(DI(16") SADDLE(F&I)(DI)CLS 200(36"X 2") SADDLE(F&I)(DI)CLS 250(DI)(8"X6") SADDLE(F&I)(DI)CLS 250(DI)(8"X8") SADDLE(F&I)(DI)CLS250(12"X 8") SADDLE(F&I)(BRASS)(10"X 8") SADDLE(F&I)(STEEL)(12"X 2") SADDLE(F&I)(DI/CEM LIN)STD(DI)NS SADDLE(F&I)(DI)( 6"X 4") SADDLE(F&I)(DI)( 6"X 6") SADDLE(F&I)(DI)( 8"X 6") SADDLE(F&I)(DI)(10"X 8") SADDLE(F&I)(STEEL)(14"X 8") SADDLE(F&I)(DI)( 4"X 1") SADDLE(F&I)(DI)( 6"X 2") SADDLE(F&I)(DI)( 8"X 2") SADDLE(F&I)(DI)(12"X 2") SADDLE(F&I)(DI)(16"X 2") SADDLE(F&I)(DI)(10"X 2") SADDLE(F&I)(DI)( 8"X 1") SADDLE(F&I)(DI)(16"X 1") SADDLE(F&I)(STEEL)( 8"X 8") SADDLE(F&I)(STEEL)(10"X 8") SADDLE(F&I)(STEEL)( 8" X 1") SADDLE(F&I)(STEEL)(8" X 3/4") 156 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1633635411 1634121121 1634125416 1634125421 1634133411 1634133416 1634133418 1634133421 1634135416 1634136109 1634136111 1634136118 1634140424 1634141403 1634141406 1634141409 1634141410 1634141413 1634141416 1634141418 1634141420 1634141421 1634141424 1634141425 1634141426 1634141428 1634141429 1634142413 1634142416 1634142420 1634142421 1634144424 1634144425 1634149407 1634149408 No. of Conts 1 Weighted Average $500.00 Total Amount $1,000.00 Total Quantity 2.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TAP SADDLE(P&P OOS)(PVC)(CLS 200)(12") DRESSER COUPLING(F&I)(CI)(12") DRESSER COUPLING(F&I)(DI)( 6") DRESSER COUPLING(F&I)(DI)(12") DRESSER COUPLING(F&I)(DI)(12") DRESSER COUPLING(F&I)(DI)( 6") DRESSER COUPLING(F&I)(DI)( 8") DRESSER COUPLING(F&I)(DI)(12") DRESSER COUPLING(F&I)(DI)( 6") DRESSER COUPLING(F&I)(CI)( 2") DRESSER COUPLING(F&I)(CI)( 3") DRESSER COUPLING(F&I)(CI)( 8") DRESSER COUPLING(F&I)(DI)(16") DRESSER COUPLING(F&I)(DI)(3/8") DRESSER COUPLING(F&I)(DI)( 1") DRESSER COUPLING(F&I)(DI)( 2") DRESSER COUPLING(F&I)(DI)(2 1/2") DRESSER COUPLING(F&I)(DI)( 4") DRESSER COUPLING(F&I)(DI)( 6") DRESSER COUPLING(F&I)(DI)( 8") DRESSER COUPLING(F&I)(DI)(10") DRESSER COUPLING(F&I)(DI)(12") DRESSER COUPLING(F&I)(DI)(16") DRESSER COUPLING(F&I)(DI)(18") DRESSER COUPLING(F&I)(DI)(20") DRESSER COUPLING(F&I)(DI)(22") DRESSER COUPLING(F&I)(DI)(24") DRESSER COUPLING(F&I)(DI)( 4") DRESSER COUPLING(F&I)(DI)( 6") DRESSER COUPLING(F&I)(DI)(10") DRESSER COUPLING(F&I)(DI)(12") DRESSER COUPLING(F&I)(DI)(16") DRESSER COUPLING(F&I)(DI)(18") DRESSER COUPLING(F&I)(DI)(HVY)(DI)(4") DRESSER COUPLING(F&I)(DI)(HVY)(DI)(6") 157 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1634149409 1634149411 1634151409 1634151605 1634160316 1634160318 1634160320 1634160321 1634160324 1634160338 1635110307 1635110600 1635121148 1635122105 1635122106 1635122113 1635122115 1635122126 1635122127 1635122133 1635122146 1635125308 1635125309 1635131107 1635131109 1635131110 1635132403 1635132437 1635132438 1635133403 1635133409 1635133482 1635134415 1635135103 1635135106 No. of Conts 1 2 1 Weighted Average $4,200.00 $3,950.00 $4,400.00 Total Amount $46,200.00 $23,700.00 $8,800.00 Total Quantity 11.000 6.000 2.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y DRESSER COUPLING(F&I)(DI)(HVY)(DI)(8") DRESSER COUPLING(F&I)(DI)(HVY)(DI)(12") DRESSER COUPLING(F&I)(GALV. STL)( 2") DRESSER COUPLING(F&I)(GALV)(STD)( 2") DRESSER COUPLING(F&I)(STEEL)( 6") DRESSER COUPLING(F&I)(STEEL)( 8") DRESSER COUPLING(F&I)(STEEL)(10") DRESSER COUPLING(F&I)(STEEL)(12") DRESSER COUPLING(F&I)(STEEL)(16") DRESSER COUPLING(F&I)(STEEL)(36") TAP SL & TAP(F&I)PREST CONC(STL)(10x4") TAP SL & TAP(F&I)PREST CONC(GALV)(NS) TAP SL & TAP(F&I)(CI SLEEVE)(24"X12") TAP SL & TAP(F&I)(CI SLEEVE)( 8"X 6") TAP SL & TAP(F&I)(CI SLEEVE)( 8"X 8") TAP SL & TAP(F&I)(CI SLEEVE)(12"X 8") TAP SL & TAP(F&I)(CI SLEEVE)(12"X12") TAP SL & TAP(F&I)(CI SLEEVE)(20"X 6") TAP SL & TAP(F&I)(CI SLEEVE)(20"X 8") TAP SL & TAP(F&I)(CI SLEEVE)(24"X12") TAP SL & TAP(F&I)(CI SLEEVE)(24"X 8") TAP SL & TAP(F&I)GRAY IRON(10"X 6") TAP SL & TAP(F&I)GRAY IRON(10"X 8") TAP SL & TAP(F&I)(CI SLEEVE)(10"X 4") TAP SL & TAP(F&I)(CI SLEEVE)(10"X 8") TAP SL & TAP(F&I)(CI SLEEVE)(10"X10") TAP SL & TAP(F&I)(DI SLEEVE)( 6"X 6") TAP SL & TAP(F&I)(DI SLEEVE)(20"X 6") TAP SL & TAP(F&I)(DI SLEEVE)(20"X 8") TAP SL & TAP(F&I)(DI SLEEVE) ( 6"X 6") TAP SL & TAP(F&I)(DI SLEEVE)(10" X 8") TAP SL & TAP(F&I)(DI SLEEVE)( 8" X 2") TAP SL & TAP(F&I)(DI SLEEVE)(12"X12") TAP SL & TAP(F&I)(CI SLEEVE)( 6"X 6") TAP SL & TAP(F&I)(CI SLEEVE)( 8"X 8") 158 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1635135114 1635135313 1635135412 1635135413 1635136409 1635141100 1635141313 1635141403 1635141406 1635141410 1635141413 1635141415 1635141416 1635141421 1635141428 1635141436 1635141507 1635142103 1635142105 1635142106 1635142108 1635142109 1635142403 1635142404 1635142405 1635142406 1635142421 1635142423 1635142437 1635142438 1635142440 1635142442 1635145185 1635145310 1635145313 No. of Conts Weighted Average Total Amount Total Quantity 1 $5,000.00 $5,000.00 1.000 1 $6,000.00 $6,000.00 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP TAP SL & TAP(F&I)(CI SLEEVE)(12"X10") SL & TAP,F&I, STL SLEEVE, 12"X 8" SL & TAP(F&I)(DI SLEEVE)(12"X 6") SL & TAP(F&I)(DI SLEEVE)(12"X 8") SL & TAP(F&I)(DI SLEEVE)(10"X 8") SL & TAP(F&I)DI PIPE(CLS 51)(CI)(NS) SL & TAP(F&I)(DI SLEEVE)(12"X 8") SL & TAP(F&I)(DI SLEEVE)( 6"X 6") SL & TAP(F&I)(DI SLEEVE)( 8"X 8") SL & TAP(F&I)(DI SLEEVE)(10"X10") SL & TAP(F&I)(DI SLEEVE)(12"X 8") SL & TAP(F&I)(DI SLEEVE)(12"X12") SL & TAP(F&I)(DI SLEEVE)(14"X 4") SL & TAP(F&I)(DI SLEEVE)(14"X14") SL & TAP(F&I)(DI SLEEVE)(16"X16") SL & TAP(F&I)(DI SLEEVE)(18"X18") SL & TAP(F&I)(DI/CEM LIN)(10X 4") SL & TAP(F&I)(CI SLEEVE)( 6"X 6") SL & TAP(F&I)(CI SLEEVE)( 8"X 6") SL & TAP(F&I)(CI SLEEVE)( 8"X 8") SL & TAP(F&I)(CI SLEEVE)(10"X 6") SL & TAP(F&I)(CI SLEEVE)(10"X 8") SL & TAP(F&I)(DI SLEEVE)( 6"X 6") SL & TAP(F&I)(DI SLEEVE)( 8"X 4") SL & TAP(F&I)(DI SLEEVE)( 8"X 6") SL & TAP(F&I)(DI SLEEVE)( 8"X 8") SADDLE & TAP(F&I)(DI SLVE)(14"X14") SL & TAP(F&I)(DI SLEEVE)(16"X 6") SL & TAP(F&I)(DI SLEEVE)(20"X 6") SL & TAP(F&I)(DI SLEEVE)(20"X 8") SL & TAP(F&I)(DI SLEEVE)(20"X12") SL & TAP(F&I)(DI SLEEVE)(20"X16") SL & TAP(F&I)(DI SLEEVE)(16"X 2") SL & TAP(F&I)(DI SLEEVE)(10"X10") SL & TAP(F&I)(DI SLEEVE)(12"X 8") 159 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1635147305 1635147322 1635147437 1635148306 1635148310 1635148405 1635148455 1635148456 1635148462 1635148463 1635148464 1635151610 1635151616 1635341312 1635341313 1636128406 1636131400 1636133309 1636133409 1636135409 1636135571 1636135809 1636142508 1636142509 1636148406 1636160378 1636160381 1636160392 1636328581 1636328582 1636328583 1636328584 1636328585 1636328586 1637100105 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TAP SL & TAP,F&I, STL SLEEVE,10"X 8" TAP SL & TAP,F&I, STL SLEEVE,12"X 8" TAP SL & TAP(F&I)(DI SLEEVE)(20"X 6") TAP SL & TAP(F&I)(DI SLEEVE)( 8"X 8") TAP SL & TAP(F&I)(DI SLEEVE)(10"X10") TAP SL & TAP(F&I)(DI SLEEVE)( 8"X 6") TAP SL & TAP(F&I)(DI SLEEVE)(30"X 8") TAP SL & TAP(F&I)(DI SLEEVE)(30"X10") TAP SL & TAP(F&I)(DI SLEEVE)(36"X 8") TAP SL & TAP(F&I)(DI SLEEVE)(36"X 6") TAP SL & TAP(F&I)(DI SLEEVE)(36"X10") TAP SL & TAP(F&I)(GALV. SLEEVE)(10"X10") TAP SL & TAP(F&I)(GALV. SLEEVE)(14"X 4") TAP SL & TAP(INS)(DI SLEEVE)(12" X 6") TAP SL & TAP(INS)(DI SLEEVE)(12" X 8") SERV CLAMP(F&I)(DUCTILE IRON)( 8"X 8") SERV CLAMP(F&I)(DUCTILE IRON)(NON-STD) SERV CLAMP(F&I)PVC/CLS 150(STL)(10"X 8") SERV CLAMP(F&I)(DUCTILE IRON)(10"X 8") SERV CLAMP(F&I)(PVC)(C-200)(DI)(10"X 8") SERV CLAMP(F&I)(BRONZE)(4"X1 1/2") SERV CLAMP(F&I)(PVC)(C-200)(PVC)(10"X8") SERV CLAMP(F&I)(BRONZE)(10"X 6") SERV CLAMP(F&I)(BRONZE)(10"X 8") SERV CLAMP(F&I)(DUCTILE IRON)(10"X 6") SERV CLAMP(F&I)(STEEL)(12"X 1") SERV CLAMP(F&I)(STEEL)( 6"X 2") SERV CLAMP(F&I)(STEEL)( 8"X 1") SERV CLAMP(INS)(BRONZE)( 6"X 2") SERV CLAMP(INS)(BRONZE)( 8"X 2") SERV CLAMP(INS)(BRONZE)(12"X 2") SERV CLAMP(INS)(BRONZE)( 4"X 2") SERV CLAMP(INS)(BRONZE)(16"X 2") SERV CLAMP(INS)(BRONZE)(10"X 2") TAPPING CR&VALV(DI)(F&I)(8"X6") 160 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1637100108 1637100109 1637101100 1637101101 1637101103 1637101111 1637110102 1637110106 1637110111 1637110112 1637111100 1637111101 1637111103 1637111104 1637111105 1637111106 1637111108 1637111109 1637111110 1637111111 1637111112 1637111113 1637111115 1637111116 1637111119 1637111120 1637111121 1637111122 1637111123 1637111131 1637111136 1637111208 1637111209 1637111601 1637111603 No. of Conts Weighted Average Total Amount Total Quantity 1 $4,950.00 $19,800.00 4.000 2 $3,125.00 $6,250.00 2.000 1 $3,800.00 $3,800.00 1.000 1 $5,200.00 $15,600.00 3.000 1 $3,200.00 $3,200.00 1.000 1 $16,500.00 $16,500.00 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TAPPING CR&VALV(DI)(F&I)(10"X6") TAPPING CR&VALV(DI)(F&I)(10"X8") TAP CR&VALV TAP SLV&VALV(F&I)(DI)(NS) TAP CR&VALV TAP SLV&VALV(F&I)(DI)(4"X4") TAP CR&VALV TAP SLV&VALV(F&I)(DI)(6"X6") TAPPING CR&VALV TAP SLV&VALV(12"X4") VLV BOX TAP CR&VLV(F&I)( 6" X 4") VLV BOX TAP CR&VLV(F&I)( 8" X 8") VLV BOX TAP CR&VLV(F&I)(12" X 4") VLV BOX TAP CR&VLV(F&I)(12" X 6") VLV BOX TAP CR&VLV(F&I)(2P)(NS) VLV BOX TAP CR&VLV(F&I)(2P)(4" X 4") VLV BOX TAP CR&VLV(F&I)(2P)(DI)(6"X6") VLV BOX TAP CR&VLV(F&I)(2P)(DI)(8"X4") VLV BOX TAP CR&VLV(F&I)(2P)(DI)(8"X6") VLV BOX TAP CR&VLV(F&I)(2P)(8" X 8") VLV BOX TAP CR&VLV(F&I)(2P)(DI)(10"X6") VLV BOX TAP CR&VLV(F&I)(2P)(DI)(10"X8") VLV BOX TAP CR&VLV(F&I)(2P)(DI)10"X10" VLV BOX TAP CR&VLV(F&I)(2P)(DI)(12"X4") VLV BOX TAP CR&VLV(F&I)(2P)(DI)(12"X6") VLV BOX TAP CR&VLV(F&I)(2P)(DI)(12"X8") VLV BOX TAP CR&VLV(F&I)(2P)(12"X12") VALV BOX TAP CROSS & VLV(F&I)(2P)14"X 4" VLV BOX TAP CR&VLV(F&I)(2P)(DI)(16"X4") VLV BOX TAP CR&VLV(F&I)(2P)(DI)(16"X6") VLV BOX TAP CR&VLV(F&I)(2P)(DI)(16"X8") VLV BOX TAP CR&VLV(F&I)(2P)(DI)(16"X12") VLV BOX TAP CR&VLV(F&I)(2P)(DI)(16"X16") VLV BOX TAP CR&VLV(F&I)(2P)(DI)(24"X6") VLV BOX TAP CR&VLV(F&I)(2P)(DI)(24"X24") VALV BOX TAP CROSS & VLV(F&I)(2P)10"X 6" VLV BOX TAP CR&VLV(F&I)(2P)(PVC)(10"X8") VLV BOX TAP CR&VLV(F&I)(2P)(ST)(4"X4") VLV BOX TAP CR&VLV(F&I)(2P)(ST)(6"X6") 161 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1637111605 1637111606 1637111608 1637111609 1637111613 1637111615 1637111621 1637111622 1637111623 1637111640 1637111641 1637112100 1637112108 1637112111 1637112114 1637120100 1637120101 1637120103 1637120117 1637121101 1637121102 1637121103 1637121105 1637121106 1637121107 1637121108 1637121109 1637121112 1637122100 1637130111 1637131100 1637131103 1637131105 1637131106 1637131111 No. of Conts Weighted Average Total Amount Total Quantity 1 $3,300.00 $3,300.00 1.000 1 $5,379.34 $10,758.68 2.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX,TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP BOX TAP CR&VLV(F&I)(2P)(ST)(8"X6") CR&VLV(F&I)(2P)(ST)(8"X8") CR&VLV(F&I)(2P)(STL)(10"X6") CR&VLV(F&I)(2P)(STL)(10"X8") CR&VLV(F&I)(2P)(STL)(12"X8") CR&VLV(F&I)(2P)(ST)(12"X12") CR&VLV(F&I)(2P)(ST)(8"X16") CR&VLV(F&I)(2P)(ST)(12"X16") CR&VLV(F&I)(2P)(ST)(16"X16") CR&VLV(F&I)(2P)(ST)(36"X12") CR&VLV(F&I)(2P)(STL)(36X30") CR&VLV(F&I)(2P)(DI)(NS) CROSS (F&I)(2P)(DI)(10"X 6") CR&VLV(F&I)(2P)(DI)(12"X 4") CR&VLV(F&I)(2P)(DI)(12"X10") CR&VLV(F&I)(3P)(DI)(NS) CR&VLV(F&I)(3P)(DI)(4"X4") CR&VLV(F&I)(3P)(DI)(6"X6") CR&VLV(F&I)(14" X 6") CR W/SL&VLV(F&I)3PC(4"X 4") CR W/SL&VLV(F&I)3PC(6"X4") CR W/SL&VLV(F&I)3PC(6"X6") CR W/SL&VLV(F&I)3PC(8"X6") CR W/SL&VLV(F&I)3PC(8"X8") CR W/SL&VLV(F&I)3PC(10"X4") CR W/SL&VLV(F&I)3PC(10"X6") CR W/SL&VLV(F&I)3PC(10"X8") CR W/SL&VLV(F&I)3PC(12"X6") CR&VLV(F&I)(3PC NO S)NS CR&VLV(F&I)(12" X 4") C&V W/SL&VL(F&I)2 PC/DI(NS) C&V W/SL&VL(F&I)(6"X6") C&V W/SL&VL(F&I)DI(8"X6") C&V W/SL&VL(F&I)(8"X8") C&V W/SL&VL(F&I)(12"X4") 162 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1637131113 1637131115 1637131116 1637131118 1637131123 1637131129 1637131130 1637131133 1637131134 1637131136 1637131141 1637131142 1637131300 1637131341 1637140116 1637141103 1637141136 1637151121 1637151124 1637151210 1637151211 1637700 1637700107 1637700108 1637700109 1637700110 1637700113 1637800 1637900 1644112 6 1644112 18 1644113 08 1644113 11 1644113 13 1644113 14 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $5,537.02 $7,795.92 $38,759.14 $46,775.52 7.000 6.000 1 $1,400.00 $2,800.00 2.000 1 $3,300.00 $3,300.00 1.000 3 $4,027.14 $169,140.00 42.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y VLV BOX TAP C&V W/SL&VL(F&I)(12"X8") VLV BOX TAP C&V W/SL&VL(F&I)(12"X12") VLV BOX TAP C&V W/SL&VL(F&I)(14"X4") VLV BOX TAP C&V W/SL&VL(F&I)(14"X8") VLV BOX TAP C&V W/SL&VL(F&I)(16"X16") VLV BOX TAP C&V W/SL&VL(F&I)(20"X16") VLV BOX TAP C&V W/SL&VL(F&I)(20"X20") VLV BOX TAP C&V W/SL&VL(F&I)2PC(24"X12") VLV BOX TAP C&V W/SL&VL(F&I)2PC(24"X16") VLV BOX TAP C&V W/SL&VL(F&I)2PC(24"X24") VLVBOXTAPC&VW/SL&VL(F&I)2 PC(DI)(36X30") VLVBOXTAPC&VW/SL&VL(F&I)2 PC(DI)(30X30") VLV BOX TAP C&V W/SL&VL(F&I)2 PC(NS) VLVBOXTAPC&VW/SL&VL(F&I)(CONC)(36X30") VLV BOX TAP CROSS&VALVE(F&I)(14" X 4") VLV BOX TAP CROSS&VALVE(DI)(F&I)(6"X6") VLV BOX TAP CROSS&VALVE(F&I)(24" X 24") VLV BOX(F&I)(SUR TY)(SL&VLV)(DI)(16"x8") VLV BOX(F&I)(SUR TY)(SL&VLV)(DI)(18"x4") VLV BOX(F&I)(SUR TYPE)(W/SL&VLV)(PVC10") VLV BOX(F&I)(SUR TYPE)(W/SL&VLV)(PVC12") VLV BOX TAP CROSS&VLV(A&M) VLV BOX TAP CROSS&VLV(A&M)(DI)(10"X4") VLV BOX TAP CROSS&VLV(A&M)(DI)(10"X6") VLV BOX TAP CROSS&VLV(A&M)(DI)(10"X8") VLV BOX TAP CROSS&VLV(A&M)(DI)(10"X10") VLV BOX TAP CROSS&VLV(A&M)(DI)(12"X 8") VLV BOX TAP CROSS&VLV(RELOCATE) VLV BOX TAP CROSS&VLV(REMOVE) FIRE HYD(STANDARD)(F&I)( 1") FIRE HYD(STANDARD)(F&I)( 8") FIRE HYD(F&I)(STD)(2 HOSE)(1 PUMPER)(6") FIRE HYD(F&I)(STD)(2HOSE,1PUMPER)(12") FIRE HYD(F&I)(STD)(2HOSE,1PUMPER)(16") FIRE HYD(STANDARD)(F&I)(4 1/2") 163 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 1644113 1644113 1644113 1644114 1644116 1644116 1644116 1644116 1644133 1644133 1644133 1644133 1644133 1644133 1644136 1644136 1644136 1644136 1644136 1644300 1644412 1644413 1644413 1644413 1644416 1644416 1644433 1644436 1644436 1644436 1644513 1644516 1644533 1644536 1644600 16 18 91 08 08 16 18 91 8 00 08 09 16 91 02 08 09 16 91 91 8 16 91 16 91 99 09 16 91 16 16 16 91 Weighted Average Total Amount Total Quantity 1 1 $3,491.57 $11,000.00 $41,898.84 $11,000.00 12.000 1.000 2 $2,885.71 $101,000.00 35.000 1 $2,400.00 $12,000.00 5.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE HYD(STANDARD)(F&I)( 6") HYD(STANDARD)(F&I)( 8") HYD(STANDARD)(F&I)(5 1/4" SHAFT) HYD(STD)(F&I)2 WAY/FLUSH (6" SHAFT) HYD(STD)(F&I)(3WY)(2 HOSE)(1P)(6") HYD(STD)(F&I)( 6") HYD(STD)(F&I)( 8") HYD(STD)(F&I)(5 1/4") HYD(TRAFF)(F&I)( 6") HYD(TRAFF)(F&I)(NON-STD) HYD(TRAFF)(F&I)(6") HYD(TRAFF)(F&I)(8") HYD(TRAFF)(F&I)( 6") HYD(TRAFF)(F&I)(5 1/4") HYD(TRAFF)(F&I)( 1")(3WAY,2HOSE,1P) HYD(TRAFF)(F&I)( 6")(3WAY,2HOSE,1P) HYD(TRAFF)(F&I)( 8")(3WAY,2HOSE,1P) HYD(TRAFF)(F&I)( 6") HYD(TRAFF)(F&I)(5 1/4") HYD(INSTALL) HYD(STD)(SALVAGE & STORE)(5 1/4") HYD(STD)(SALVAGE & STORE)( 6") HYD(STD)(SALVAGE & STORE)( 6") HYD(STD)(SALVAGE & STORE)( 5 1/4") HYD(STD)(SALVAGE & STORE)( 6") HYD(STD)(SALVAGE & STORE)( 5 1/4") HYD(TRAFF)(SALVAGE & STORE) HYD(TRAFF)(S&S)( 8")(3WAY,2HOSE,1P) HYD(TRAFF)(SALVAGE & STORE)( 6") HYD(TRAFF)(SALVAGE & STORE)(5 1/4") HYD(STD)(SALVAGE & REUSE)( 6") HYD(STD)(SALVAGE & REUSE)( 6") HYD(TRAFF)(SALVAGE & REUSE)( 6") HYD(TRAFF)(SALVAGE & REUSE)(5 1/4") HYD(PLUG & PLACE OUT OF SERVICE) 164 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1644700 1644800 1644900 1649110105 1649110107 1649110328 1649150102 1649150105 1649150106 1649150135 1649150200 1649150202 1649150204 1649150205 1649150228 1649150235 1649150300 1649150302 1649150304 1649150305 1649150311 1649400 1649700 1649800 1649900 1650 1 00 1650 1 01 1650 1 02 1650 1 04 1650 1 05 1650 1 08 1650 1 10 1650 1 11 1650 1 19 1650 5 No. of Conts Weighted Average Total Amount Total Quantity 4 4 4 $1,063.16 $2,601.67 $435.88 $20,200.00 $23,415.00 $12,640.40 19.000 9.000 29.000 1 $750.00 $750.00 1.000 1 2 $900.00 $582.69 $900.00 $15,150.00 1.000 26.000 2 $2,292.50 $13,755.00 6.000 1 $1,970.00 $1,970.00 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y FIRE HYD(ADJUST & MODIFY) FIRE HYD(RELOCATE) FIRE HYD(REMOVE) METER BOX(F&I)(IND)(CI)( 8"X 6") METER BOX(F&I)(IND)(CI)(10 X 4") METER BOX(F&I)(IND)(CONC)(20 X12") METER BOX(F&I)(SURFACE)(CI)( 6" X 4") METER BOX(F&I)(SURFACE)(CI)( 8" X 6") METER BOX(F&I)(SURFACE)(CI)( 8" X 8") METER BOX(F&I)(SURFACE)(CI)(24" X 18") METER BOX(F&I)(SURFACE)(PVC)(NS) METER BOX(F&I)(SURFACE)(PVC)(1") METER BOX(F&I)(SURFACE)(PVC)(1 1/2") METER BOX(F&I)(SURFACE)(PVC)(2") METER BOX(F&I)(SURFACE)(PVC)(20" X 12") METER BOX(F&I)(SURFACE)(PVC)(24" X 18") METER BOX(F&I)(SURFACE)(CONC)(NS) METER BOX(F&I)(SURFACE)(CO)(1") METER BOX(F&I)(SURFACE)(CO)(1 1/2") METER BOX(F&I)(SURFACE)(CO)(2") METER BOX(F&I)(SURFACE)(CO)(12") METER BOX(SALVAGE & STORE) METER BOX(ADJUST & MODIFY) METER BOX(RELOCATE) METER BOX(REMOVE) AIR RELEASE ASSEMBLY(F&I)( NS) AIR RELEASE ASSEMBLY(F&I)(3/4") AIR RELEASE ASSEMBLY(F&I)( 1") AIR RELEASE ASSEMBLY(F&I)(1 1/2") AIR RELEASE ASSEMBLY(F&I)( 2") AIR RELEASE ASSEMBLY(F&I)( 6") AIR RELEASE ASSEMBLY(F&I)( 10") AIR RELEASE ASSEMBLY(F&I)( 12") AIR RELEASE ASSEMBLY(F&I)( 42") AIR RELEASE ASSEMBLY(SALVAGE & REUSE) 165 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1650 7 1650 8 1650 9 1691100 1691300 1691900 1694100 1694107 1694108 1694109 1694110 1694111 1694112 1694113 1694114 1694115 1694116 1694117 1694118 1694119 1694120 1694700 1694707 1694708 1694709 1694710 1694711 1694713 1694715 1694716 1698121201 1698130505 1698130600 1698130602 1698130604 No. of Conts Weighted Average Total Amount Total Quantity 3 $394.40 $23,715.00 60.130 1 $300.00 $4,200.00 14.000 2 1 5 $290.91 $330.00 $431.11 $3,200.00 $1,320.00 $182,790.00 11.000 4.000 424.000 3 $606.62 $52,776.00 87.000 2 $901.79 $50,500.00 56.000 1 $820.00 $4,100.00 5.000 Unit Meas Obs? Description EA EA EA CY CY CY EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y AIR RELEASE ASSEMBLY, A&M AIR RELEASE ASSEMBLY, RELOCATE AIR RELEASE ASSEMBLY(REMOVE) PIPE THRUST BLOCKS & ANCHORING(F&I) PIPE THRUST BLOCKS & ANCHORING(INSTALL) PIPE THRUST BLOCKS & ANCHORING(REMOVE) JOINT RESTRAINTS MECH(F&I)(NON-STANDARD) JOINT RESTRAINTS MECH(F&I)( 4") JOINT RESTRAINTS MECH(F&I)( 6") JOINT RESTRAINTS MECH(F&I)( 8") JOINT RESTRAINTS MECH(F&I)(10") JOINT RESTRAINTS MECH(F&I)(12") JOINT RESTRAINTS MECH(F&I)(14") JOINT RESTRAINTS MECH(F&I)(16") JOINT RESTRAINTS MECH(F&I)(18") JOINT RESTRAINTS MECH(F&I)(20") JOINT RESTRAINTS MECH(F&I)(24") JOINT RESTRAINTS MECH(F&I)(30") JOINT RESTRAINTS MECH(F&I)(36") JOINT RESTRAINTS MECH(F&I)(42") JOINT RESTRAINTS MECH(F&I)(48") JOINT RESTRAINTS MECH(A&M) JOINT RESTRAINTS MECH(A&M)( 4") JOINT RESTRAINTS MECH(A&M)( 6") JOINT RESTRAINTS MECH(A&M)( 8") JOINT RESTRAINTS MECH(A&M)(10") JOINT RESTRAINTS MECH(A&M)(12") JOINT RESTRAINTS MECH(A&M)(16") JOINT RESTRAINTS MECH(A&M)(20") JOINT RESTRAINTS MECH(A&M)(24") WATER SERV(CI/CL)(F&I)(CLASS 52)(3/4") WATER SERV(PVC)(F&I)(CLASS 200)( 2") WATER SERV(PVC)(F&I)(SCH 40)(NS) WATER SERV(PVC)(F&I)(SCH 40)( 1") WATER SERV(PVC)(F&I)(SCH 40)(1 1/2") 166 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1698130605 1698130606 1698130610 1698131605 1698132605 1698133605 1698134605 1698136605 1698137605 1698139505 1698139507 1698140709 1698140711 1698150202 1698150205 1698170 01 1698170 02 1698190101 1698190102 1698190104 1698190105 1698190202 1698190302 1698190304 1698190305 1698190401 1698190402 1698190404 1698190405 1698190501 1698190502 1698190504 1698190505 1698190602 1698191302 No. of Conts Weighted Average Total Amount Total Quantity 1 $500.00 $31,000.00 62.000 1 $252.07 $10,781.03 42.770 1 $12.00 $7,500.00 625.000 1 $23.84 $8,103.93 339.930 2 $53.15 $11,879.63 223.500 Unit Meas Obs? Description LF LF LF LF EA EA EA EA EA EA EA LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER SERV(PVC)(F&I)(SCH 40)( 2") SERV(PVC)(F&I)(SCH 40) 2 1/2" SERV(PVC)(F&I)(SCH 40) 10" SERV(PVC)(F&I)(SCH40)ST ELBOW( 2") SERV(PVC)(F&I)(SCH-40)( 2")(ELBOWS SERV(PVC)(F&I)(SCH-40)( 2")(TEES) SERV(PVC)(F&I)(SCH-40)( 2")(REDUC) SERV(PVC)(F&I)(SCH-40)( 2")(UNION) SERV(PVC)(F&I)(SCH-40)( 2")(CAP/PL SERV(PVC)(F&I)(CLASS 200)( 2") SERV(PVC)(F&I)(CLASS 200)( 4") SERVICE(F&I)DI(CLASS 50)( 8") SERVICE(F&I)DI(CLASS 50)(12") SERV GALVANIZED(F&I)(HEAVY)(1") SERV GALVANIZED(F&I)(HEAVY)(2") SERV COPPER(F&I)(3/4") SERV COPPER(F&I)(1") SERV(POLY)(F&I)(CLS 80)(3/4") SERV(POLY)(F&I)(CLS 80)( 1") SERV(POLY)(F&I)(CLS 80)(1 1/2") SERV(POLY)(F&I)(CLS 80)( 2") SERV(POLY)(F&I)(CLS 125)( 1") SERV(POLY)(F&I)(CLS 150)( 1") SERV(POLY)(F&I)(CLS 150)( 1 1/2") SERV(POLY)(F&I)(CLS 150)( 2") SERV(POLY)(F&I)(CLS 160)(3/4") SERV(POLY)(F&I)(CLS 160)(1") SERV(POLY)(F&I)(CLS 160)(1 1/2") SERV(POLY)(F&I)(CLS 160)(2") SERV(POLY)(F&I)(CLS 200)(3/4") SERV(POLY)(F&I)(CLS 200)( 1") SERV(POLY)(F&I)(CLS 200)(1 1/2") SERV(POLY)(F&I)(CLS 200)( 2") SERV(POLY)(F&I)(SCH 40)( 1") SERV(POLY)(F&I)(CLS 150)(1") 167 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1698191304 1698192302 1698192304 1698193302 1698193304 1698194302 1698194304 1698196302 1698196304 1698197302 1698197304 1698198505 1698199501 1698199502 1698199504 1698199505 1698199507 1698700 1698706 1698790 1698796 1698799 1698800 1698800000 1698990 1698999 1720101 1724141201 1724141204 1724141206 1724191201 1821111204 1821111207 1821111303 1821111307 No. of Conts Weighted Average Total Amount Total Quantity 1 1 1 1 $350.00 $400.00 $450.00 $500.00 $350.00 $1,600.00 $450.00 $6,500.00 1.000 4.000 1.000 13.000 1 $1,150.00 $55,200.00 48.000 1 1 1 $3.91 $2.73 $2.16 $29,520.50 $6,825.00 $5,616.00 7,550.000 2,500.000 2,600.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA LF EA LF LF EA EA EA EA EA EA LF LF LF LF LF LF LF LF Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y WATER SERV(POLY)(F&I)(CLS 150)(1 1/2") WATER SERV(POLY)(F&I)(CLS 150)(1") WATER SERV(POLY)(F&I)(CLS 150)(1 1/2") WATER SERV(POLY)(F&I)(CLS 150)(1") WATER SERV(POLY)(F&I)(CLS 150)(1 1/2") WATER SERV(POLY)(F&I)(CLS 150)(1") WATER SERV(POLY)(F&I)(CLS 150)(1 1/2") WATER SERV(POLY)(F&I)(CLS 150)(1") WATER SERV(POLY)(F&I)(CLS 150)(1 1/2") WATER SERV(POLY)(F&I)(CLS 150)(1") WATER SERV(POLY)(F&I)(CLS 150)(1 1/2") WATER SERV POLY(F&I)(C-200)CLEANOUT(2") WATER SERV POLY(F&I)(C-200)UNKNOWN(3/4") WATER SERV POLY(F&I)(C-200)UNKNOWN(1") WATER SERV POLY(F&I)(C-200)UNKNOWN(1.5") WATER SERV POLY(F&I)(C-200)UNKNOWN(2") WATER SERV POLY(F&I)(C-200)UNKNOWN(4") WATER SERVICE(A&M)(BRASS) WATER SERVICE(A&M)(BRASS)(UNIONS) WATER SERVICE(A&M)(POLY) WATER SERVICE(A&M)(POLY)(UNIONS) WATER SERVICE(A&M)(POLY)(UNKNOWN) WATER SERVICE(RELOCATE) WATER SERVICE(RELOCATE)(< 6") WATER SERVICE(REMOVE)(POLY) WATER SERVICE(REMOVE)(POLY)(UNKNOWN) TRANSFORMER, F&I, 25 KVA CONT SGL PHASE CONDUCTORS(F&I)X LINK POLY(COP)(# 2) CONDUCTORS(F&I)X LINK POLY(COP)(1/0) CONDUCTORS(F&I)X LINK POLY(COP)(3/0) CONDUCTORS(F&I)PVC/COP(IN CONDUIT)(NO 2) CABLE(F&I)(STRINGING)( 18 PAIR) CABLE(F&I)(STRINGING)( 50 PAIR) CABLE(F&I)(STRINGING)( 12 PAIR) CABLE(F&I)(STRINGING)( 50 PAIR) 168 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 1821111309 1821111310 1821111311 1821111312 1821124102 1821124301 1821164500 1821320 1821320500 1821324407 1821324409 1821324411 1821350 1821350500 1821400 1821700 1821800 1821900 1833111 1833113 1833133 1833313 1833713 1833721 1950 1 11 1951 1 11 1951 1 15 1951 1 17 2050 1 2050 2 2050 3 2050 4 2050 5 2100 70 2101 1 No. of Conts 7 Weighted Average $776,697.88 Total Amount $6,213,583.00 Total Quantity 8.000 Unit Meas Obs? Description LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA EA EA EA EA LS LS LS LS LS LS LS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CABLE(F&I STRINGING)(100 PAIR) CABLE(F&I)( STRINGING)(150 PAIR) CABLE(F&I)(STRINGING)(200 PAIR) CABLE(F&I)(STRINGING)(300 PAIR) CABLE(GA19)(6PR)(F&I)(IN CONDT & TRAYS) CAPLE(GA24)(3PR)(F&I)(IN CONDT & TRAYS) CABLE(FIB OPTS)(F&I)(DIRECT BURIED) CABLE(INSTALL)(IN CONDUIT & TRAYS) CABLE(IN CONDUIT & TRAYS)(FIB OPTICS) CABLE(IN CONDUIT & TRAYS)(50 PR) CABLE(IN CONDUIT & TRAYS)(100 PR) CABLE(IN CONDUIT & TRAYS)(200 PR) CABLE(INSTALL)(DIRECT-BURIED) CABLE(DIRECT BURIED)(FIBER OPTICS) CABLE(SALVAGE & STORE) CABLE(ADJUST & MODIFY) CABLE(RELOCATE) CABLE(REMOVE) FRAME & COVER(STANDARD)(F&I)(24") FRAME & COVER(STANDARD)(F&I)(30") FRAME & COVER(LOCK WATERTIGHT)(F&I)(30") FRAME & COVER(30") FRAME & COVER(STANDARD)(A&M)(30") FRAME & COVER(STANDARD)(A&M)(24") CASING INSULATORS(F&I)(12") CASING SEALS(F&I)(12") CASING SEALS(F&I)(20") CASING SEALS(F&I)(30") DESIGN/BUILD(RESURFACING) DESIGN/BUILD (ROADWAY CONSTRUCTION) DESIGN/BUILD (ROADWAY RECONSTRUCTION) DESIGN/BUILD (BRIDGE CONSTRUCTION) DESIGN/BUILD (BUILDINGS) OVERLAY DEMONSTRATION MOBILIZATION 169 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 2102 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 No. of Conts Weighted Average Total Amount Total Quantity 6 1 $660.84 $25,000.00 $1,827,211.65 $25,000.00 2,765.000 1.000 Unit Meas Obs? Description DA LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MAINTENANCE OF SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR SPECIAL DETOUR TRAFFIC (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR (DETOUR 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28) 29) 30) 31) 32) 33) 34) 170 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2102 2 2102 2 2102 3 2102 11 2102 14 2102 60 2102 61 2102 71 2102 71 2102 71 2102 71 2102 71 2102 71 2102 71 2102 71 2102 73 2102 74 2102 74 2102 76 2102 77 2102 78 2102 79 2102 81 2102 89 2102 90 2102 94 2102 94 2102 98 2102 99 2102100 2102101 2102104 2102104 2102105 2102106 Weighted Average Total Amount Total Quantity 35 36 11 12 13 14 21 22 23 24 1 2 1 7 4 $45.61 $199,428.16 4,372.000 6 6 3 2 1 1 1 1 1 1 1 $43.11 $.30 $54.21 $50.57 $147.41 $42.47 $130.00 $20.00 $9.17 $42.47 $40.00 $90,573.00 $63,318.10 $7,101.00 $111,525.00 $92,868.30 $204,960.22 $293,332.00 $8,000.00 $1,650.60 $275,800.18 $90,352.00 2,101.000 211,701.000 131.000 2,205.500 630.000 4,826.000 2,256.400 400.000 180.000 6,494.000 2,258.800 6 4 6 5 4 3 $.21 $.39 $8.64 $.55 $3.25 $.22 $189,226.96 $42,645.50 $34,986.11 $34,342.40 $46,080.24 $6,644.00 885,925.000 108,709.000 4,048.000 62,516.000 14,172.000 30,361.000 3 $2,068.18 $91,000.00 44.000 5 $25.75 $174,275.60 6,769.000 1 $35.00 $76,825.00 2,195.000 1 11 2 1 2 1 Unit Meas Obs? Description LS LS M3 HR MH ED EA M1 M1 M1 M1 M1 M1 M1 M1 M1 ED ED ED ED EA ED EA LO DA M1 M1 EA ED DA EA ED ED EA M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SPECIAL DETOUR (DETOUR 35) SPECIAL DETOUR (DETOUR 36) COMMERCIAL MATL FOR DRIVEWY MAINTENANCE SERVICE PATROL TRAFFIC CONTROL OFFICER WORK ZONE SIGNS BUSINESS SIGNS BARRWALL (TEMP) (F&I)(CONCRETE) BARRIER WALL(TEMP) (F&I)(WATERFILLED) BARRIER WALL(TEMP)(F&I)LOW PROFILE/CONC BARRIER WALL(TEMP)(F&I)(TYPE K)(BRIDGE) BARRWALL (TEMP) (REL)(CONCRETE) BARRIER WALL(TEMP) (REL)(WATERFILLED) BARRIER WALL(TEMP)(RELI)LOW PROFILE/CONC BARRIER WALL(TEMP)(RELI) TYPE K GUARDRAIL(TEMPORARY) BARRICADE(TEMP)(TYPS I,II,VP & DRUM) BARRICADE(TEMPORARY)(TYPE III) (1800MM) PANELS ARROW ADVANCE WARNING HIGH INTENSITY FLASH LI (TEMP - TYP B) MARKER PAVT REFLECTIVE (TEMPORARY) LI(TEMP-BARR WALL MNT,TYP C STEADY BURN) IMPACT ATTR MODULES VEH (INERTIA)(TEMP) IMPACT ATTEN VEH (TEMP)(REDIRECTIVE OPT) BRIDGE OPERATOR GLARE SCREEN (F&I) (WALL MATERIAL/CONC) GLARE SCREEN(RELCT) (WALL MATERIAL/CONC) BARRICADE (TO REMAIN)(TYPE III) (1800MM) SIGN VARIABLE MESSAGE (TEMPORARY) PREVENTATIVE MAINTENANCE AND RTN REPAIR PROJECT INFORMATION EVENT SIGNAL TEMPORARY TRAF CONTROL (PORTABLE) SIGNAL TEMPORARY TRAFFIC CONTROL (FIXED) VEHICLE ARRESTING BARRIER(NET TYPE) BARRWALL CNC (F&I) (QUICKCHANGE MOVABLE) 171 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2102106 2 2102106 3 2102107 2102911 1 2102911 2 2102911 3 2102912 1 2102912 2 2102912 3 2103 1 2104 1 2104 4 2104 5 2104 6 2104 7 2104 9 2104 10 1 2104 11 2104 11 1 2104 12 2104 12 1 2104 13 1 2104 13 2 2104 15 2104 16 2104 75 2106 2 1 2106 3 1 2106 10 1 2106 20102 2106 20201 2106 20202 2109 71 1 2109 71 2 2109 71 3 No. of Conts Weighted Average Total Amount Total Quantity 1 1 1 $3.40 $3.40 $7.00 $5,049.00 $27,757.94 $1,504.30 1,485.000 8,164.100 214.900 1 $3.40 $29,658.20 8,723.000 2 5 $2.28 $195.36 $8,172.40 $72,995.63 3,581.200 373.640 2 3 $5.19 $28.74 $150,900.00 $35,950.00 29,100.000 1,251.000 1 $20.00 $120.00 6.000 3 1 2 3 $3.13 $5.00 $2,950.00 $5.21 $31,040.80 $37,710.00 $23,600.00 $35,082.00 9,908.600 7,542.000 8.000 6,740.000 Unit Meas Obs? Description EA M1 DA M1 M1 M2 M1 M1 M2 LS M2 HA M3 M1 EA EA EA M1 M1 M1 M1 M1 M1 EA EA M1 EA EA M3 EA EA EA DA DA DA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y BARRWALL CNC (LAT REL)(QUICKCHG MOVABLE) BARRWALL (PH REL) (QUICKCHANGE MOVABLE) TEMPORARY TRAF DETECTION(INTERSECTION) PAVT MARKING REMOVABLE (WH/BLACK)(SKIP) PAVT MARKING REMOVABLE (WH/BLACK)(SOLID) PAVT MARKING REMOVABLE (WH/BLACK)(OTHER) PAVT MARKING REMOVABLE (YELLOW) (SKIP) PAVT MARKING REMOVABLE (YELLOW) (SOLID) PAVT MARKING REMOVABLE (YELLOW) (OTHER) TEMPORARY WORK STRUCTURE ARTIFICIAL COVERINGS MOWING SANDBAGGING SLOPE DRAINS (TEMPORARY) SEDIMENT BASINS SEDIMENT BASIN CLEANOUTS HAY OR STRAW BALE TURBIDITY BARRIER FLOATING TURBIDITY BARRIER FLOATING (SPECIAL) TURBIDITY BARRIER STAKED TURBIDITY BARRIER STAKED (SPECIAL) SILT FENCE STAKED (TYPE III) SILT FENCE STAKED (TYPE IV) SOIL TRACKING PREVENTION DEVICE ROCK BAGS TURBIDITY BARRIER FLOATING (RELOCATE) WATER QUAL MONITOR TEST (METHOD 60)(6OZ) AIR QUAL MON TEST(VOLATILE ORGANIC VAPOR DECONTAMINATION OF SOIL (PETROLEUM) HAZ MATL R&DIS (133 LI BBL(FLAM. MATL.) HAZ MATL R&DIS (208 LI BBL SOLID PAINT) HAZ MATL R&DIS (208 LI BBL FLAM. MATL.) FIELD OFFICE ( 28 M2) FIELD OFFICE ( 56 M2) FIELD OFFICE ( 84 M2) 172 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2109 2109 2110 2110 2110 2110 2110 2110 2110 2110 2110 2110 2110 2110 2110 2110 2110 2110 2120 2120 2120 2120 2120 2120 2120 2120 2120 2120 2121 2122 2125 2125 2141 2142 2143 71 71 1 3 4 5 6 7 8 9 10 12 12 71 73 82 84 86 1 2 3 4 5 6 71 72 73 74 70 70 1 3 70 70 70 4 5 1 1 1 1 2 1 No. of Conts Weighted Average Total Amount Total Quantity 2 5 2 2 $83.77 $53,805.83 $430.10 $21.40 $108,898.00 $4,451,894.68 $799,986.76 $258,162.42 1,300.000 82.740 1,860.000 12,062.000 2 $120.51 $4,700.00 39.000 1 $200.00 $47,200.00 236.000 3 4 $2,501.25 $5.78 $10,004.98 $1,101,349.38 4.000 190,653.000 1 3 4 $38.31 $13.14 $9.52 $54,017.10 $220,545.31 $3,644,423.19 1,410.000 16,789.000 383,016.000 2 1 Unit Meas Obs? Description DA DA HA M2 M2 EA EA EA DA M1 EA M2 M2 M1 M1 M3 LS LS M3 M3 M3 M3 M3 M3 LS M3 M3 M3 M3 M2 M3 M3 EA M3 M3 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y FIELD OFFICE (112 M2) FIELD OFFICE (140 M2) CLEARING AND GRUBBING STRUCTURE REMOVAL OF EXISTING PAVEMENT REMOVAL OF EXISTING CONCRETE PLUGGING WATER WELLS (ARTESIAN) PLUGGING WATER WELLS (NON-ARTESIAN) MAILBOX (F&I) (SINGLE) DEBRIS REMOVAL UNDERWATER CLEARING SHORELINE STRUCTURES RELOCATION (MONUMENT) HYDRODEMOLITION DECK SURFACE REMOVAL HYDRODEMOLITION CONC CURB REMOVAL BRIDGE FENDER SYSTEM REMOVAL & DISPOSAL EXISTING BULKHEAD (REMOVAL) STRUCTURAL TIMBER (REMOVAL & DISPOSAL) TRANSPORT EXIST MATL FOR REEF EST DELIVERY OF SALVAGEABLE MATERIAL TO FDOT EXCAVATION REGULAR EXCAVATION BORROW (TRUCK MEASURE) EXCAVATION LATERAL DITCH EXCAVATION SUBSOIL EXCAVATION CHANNEL EMBANKMENT REGULAR EXCAVATION (3-R PROJECTS ONLY) GRAVEL FILL LIGHTWEIGHT AGGREGATE FILL ENBANKMENT SURCHARGE FLOWABLE FILL SLUR WALL(SOIL BENTONITE TRENCH,750MM W) EXCAVATION FOR STRUCTURES BEDDING MATERIAL (SELECT) SETTLEMENT PLATE ASSEMBLY FILL SAND FILL SHELL 173 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2144 1 1 2144 71 2144 72 2144 73 2144 74 2145 1 2145 2 2145 71 1 2145 71 2 2160 3 2160 4 2160 5 2160 6 2160 72 2161 70 2162 1 11 2162 3101 2162 4 2163 1 1 2163 1 5 2163 1 10 2173 71 2173 74 2173 76 2175 1 2176001 2176002 2180 70 2180 71 2180 72 2180 74 2200 70 2210 1001 2210 1070 2210 1100 No. of Conts Weighted Average Total Amount Total Quantity 1 $7.00 $14,861.00 2,123.000 4 $2.49 $847,258.33 340,590.000 1 $3.00 $6,876.30 2,292.100 4 $1.79 $676,413.94 378,766.000 1 $22.00 $276,210.00 12,555.000 Unit Meas Obs? Description M1 EA M1 EA EA M2 M2 M2 M2 M3 M2 M2 M2 M3 M2 M2 M2 M2 M2 M2 M2 EA M3 M1 M2 M2 M3 M2 M3 M2 M3 M3 M2 M2 M2 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y DIGITAL INCLINOMETER CASING (VERTICAL) PORE PRESSURE TRANSDUCER (PIEZOMETER) TUBING FOR PIEZOMETER DIGITAL INCLINOMETER PORE-PRESSURE XDUCER (CNTL/READOUT UNIT) GEOSYNTHETIC REINF. SOIL SLOPES GEOSYNTHETIC REINF FND OVER SOFT SOILS REINFORCEMENT GRID (BIAXIAL,TYPE 1) REINFORCEMENT GRID (BIAXIAL, TYPE 2) STABILIZING MATERIAL COMMERCIAL STABILIZATION TYPE B STABILIZATION TYPE C STABILIZED SUBBASE STABILIZING MATERIAL LOCAL STABILIZED SUBGRADE (PREDESIGNED) PREPARED SOIL LAYER,FINISH SOIL,150MM FINISH SOIL LAYER(GRASSING OPR) (150MM) ORGANIC SOIL LAYER BLANKET MATERIAL ( 300MM) BLANKET MATERIAL ( 900MM) BLANKET MATERIAL (1800MM) DRILLING HOLES FOR PRESSURE GROUTING CEMENT (PRESSURE GROUTING) GROUT PIPE INSTALLATION RESEAT CONCRETE PAVEMENT RUBBLIZING CONCRETE PAVEMENT FILLER AGGREGATE SUBBASE STABILIZED (300MM) COMMERCIAL STABILIZING MATERIAL (SPE) SUBBASE STABILIZED (150MM) COMMERCIAL STAB. MATL(SPE,WORK PLATFORM) LIMEROCK MATERIAL BASE REWORKING LIMEROCK (VAR.THICKNESS) BASE REWORKING LIMEROCK ( 70MM) BASE REWORKING LIMEROCK (100MM) 174 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2210 1160 2210 1190 2210 1191 2210 1200 2210 1210 2210 1250 2210 1320 2210 2 2220 1170 2220 1250 2220 70001 2220 70070 2220 70110 2220 70111 2220 70120 2220 70170 2220 70221 2220 70250 2220 70320 2230 2 2250 3 2285701 2285702 2285703 2285704 2285705 2285706 2285707 2285708 2285709 2285710 2285711 2285712 2285713 2285714 No. of Conts Weighted Average Total Amount Total Quantity 2 $12.57 $15,109.42 1,202.000 1 $10.27 $200,532.02 19,526.000 3 1 $15.26 $17.04 $1,151,107.92 $1,064,863.68 75,454.000 62,492.000 1 $20.00 $2,748,896.00 137,444.800 Unit Meas Obs? Description M2 M2 M2 M2 M2 M2 M2 M3 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M3 M3 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y BASE REWORKING LIMEROCK (160MM) (D-CSE) BASE REWORKING LIMEROCK (190MM) (D-CSE) BASE REWORKING LMRK(VARTHICK 190MM AVG.) BASE REWORKING LIMEROCK (200MM) (D-CSE) BASE REWORKING LIMEROCK (210MM) (D-CSE) BASE REWORKING LIMEROCK (250MM) (D-CSE) BASE REWORKING LIMEROCK (320MM) (D-CSE) LIMEROCK NEW MATERIAL SHAPING & COMPACTING BASE(170MM) SHAPING & COMPACTING BASE(250MM) (D-CSE) BASE SHAPE & COMPACT EXIXTING(VARTHICK.) BASE SHAPE & COMPACT EXIXTING ( 70MM) BASE SHAPE & COMPACT EXIXTING (110MM) BSE SHAP&COMP EXIST(VARTHICK 110MM AVE) BASE SHAPE & COMPACT EXISTING (120MM) BASE SHAPE & COMPACT EXISTING (170MM) BSE SHAP&COMP EXIST(VARTHICK 220MM AVE) BASE SHAPE & COMPACT EXIST (250MM D-CSE) BASE SHAPE & COMPACT EXISTING (320MM) LIMEROCK MATERIAL SHELL MATERIAL BASE OPTIONAL (BASE GROUP M1) BASE OPTIONAL (BASE GROUP M2) BASE OPTIONAL (BASE GROUP M3) BASE OPTIONAL (BASE GROUP M4) BASE OPTIONAL (BASE GROUP M5) BASE OPTIONAL (BASE GROUP M6) BASE OPTIONAL (BASE GROUP M7) BASE OPTIONAL (BASE GROUP M8) BASE OPTIONAL (BASE GROUP M9) BASE OPTIONAL (BASE GROUP M10) BASE OPTIONAL (BASE GROUP M11) BASE OPTIONAL (BASE GROUP M12) BASE OPTIONAL (BASE GROUP M13) BASE OPTIONAL (BASE GROUP M14) 175 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2285715 2285717 2286 1 2286 2 2287 1 2288001 2300 1 19 2314 70 2316 70 2325 75 2327 70010 2327 70020 2327 70025 2327 70030 2327 70035 2327 70040 2327 70045 2327 70050 2327 70060 2327 70065 2327 70070 2327 70080 2327 70090 2327 70100 2327 70110 2327 70120 2327 70130 2327 70140 2327 70150 2327 70160 2327 70180 2327 70220 2327 70230 2333 2 8 2333 2 9 No. of Conts Weighted Average Total Amount Total Quantity 1 $40.00 $240,280.00 6,007.000 1 $18.00 $80,640.00 4,480.000 1 $2.43 $1,212.57 499.000 1 1 1 $1.44 $6.00 $2.50 $25,004.16 $11,022.00 $138,562.50 17,364.000 1,837.000 55,425.000 1 1 $4.42 $4.25 $17,043.52 $49,423.25 3,856.000 11,629.000 1 $4.37 $5,165.34 1,182.000 Unit Meas Obs? Description M2 M2 M2 MT M3 M3 LI M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 MT MT Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y BASE OPTIONAL (BASE GROUP M15) OPTIONAL BASE (EXPERIMENTAL) TURNOUT CONSTRUCTION TURNOUT CONSTRUCTION (ASPHALT) BASE ASPHALT TREATED PERMEABLE CEMENT TREATED PERMEABLE BASE BIT MATL(ASPH RUBBER BINDER-INTERLAYER) CRACK REDUCTION MEMBRANE PAVEMENT SEAL FOR PARKING LOTS REWORKING EXISTING ASPHALT SURFACE MILL EXIST ASPH PAVT ( 10MM AVG DEPTH) MILL EXIST ASPH PAVT ( 20MM AVG DEPTH) MILL EXIST ASPH PAVT ( 25MM AVG DEPTH) MILL EXIST ASPH PAVT ( 30MM AVG DEPTH) MILL EXIST ASPH PAVT ( 35MM AVG DEPTH) MILL EXIST ASPH PAVT ( 40MM AVG DEPTH) MILL EXIST ASPH PAVT ( 45MM AVG DEPTH) MILL EXIST ASPH PAVT ( 50MM AVG DEPTH) MILL EXIST ASPH PAVT ( 60MM AVG DEPTH) MILL EXIST ASPH PAVT ( 65MM AVG DEPTH) MILL EXIST ASPH PAVT ( 70MM AVG DEPTH) MILL EXIST ASPH PAVT ( 80MM AVG DEPTH) MILL EXIST ASPH PAVT ( 90MM AVG DEPTH) MILL EXIST ASPH PAVT (100MM AVG DEPTH) MILL EXIST ASPH PAVT (110MM AVG DEPTH) MILL EXIST ASPH PAVT (120MM AVG DEPTH) MILL EXIST ASPH PAVT (130MM AVG DEPTH) MILL EXIST ASPH PAVT (140MM AVG DEPTH) MILL EXIST ASPH PAVT (150MM AVG DEPTH) MILL EXIST ASPH PAVT (160MM AVG DEPTH) MILL EXIST ASPH PAVT (180MM AVG DEPTH) MILL EXIST ASPH PAVT (220MM AVG DEPTH) MILL EXIST ASPH PAVT (230MM AVG DEPTH) ASPHALTIC CONCRETE TYPE III (3400N STAB) ASPHALTIC CONCRETE TYPE III (4500N STAB) 176 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2334 1 11 2334 1 12 2334 1 13 2334 1 14 2334 1 15 2334 1 21 2334 1 22 2334 1 23 2334 1 24 2334 1 25 2337 7 5 2337 7 6 2337 7 7 2337 7 20 2337 7 22 2339 1 2341 70 2350 1150 2350 1180 2350 1189 2350 1200 2350 1209 2350 1220 2350 1230 2350 1240 2350 1249 2350 1250 2350 1260 2350 1270 2350 1280 2350 1290 2350 1300 2350 1320 2350 1330 2350 1340 No. of Conts Weighted Average Total Amount Total Quantity 2 1 4 1 $134.20 $138.62 $78.28 $79.90 $94,316.88 $8,649.89 $5,232,580.85 $12,464.40 702.800 62.400 66,845.900 156.000 2 1 2 $108.85 $115.00 $101.52 $566,169.36 $1,963,970.00 $591,887.78 5,201.300 17,078.000 5,830.100 2 $139.94 $16,485.15 117.800 1 $87.08 $18,548.04 213.000 1 $100.00 $251,700.00 2,517.000 Unit Meas Obs? Description MT MT MT MT MT MT MT MT MT MT MT MT MT MT MT MT M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SUPERPAVE ASPHALTIC CONC (TRAFFIC A) SUPERPAVE ASPHALTIC CONC (TRAFFIC B) SUPERPAVE ASPHALTIC CONC (TRAFFIC C) SUPERPAVE ASPHALTIC CONC (TRAFFIC D) SUPERPAVE ASPHALTIC CONC (TRAFFIC E) SUPERPAVE ASPH CONC(TRAF A)(PG76-22) SUPERPAVE ASPH CONC(TRAF B)(PG76-22) SUPERPAVE ASPH CONC(TRAF C)(PG76-22) SUPERPAVE ASPH CONC(TRAF D)(PG76-22) SUPERPAVE ASPH CONC(TRAF E)(PG76-22) ASPH CONC FC (INC RUBBER)(FC-5) ASPH CONC FC (INC RUB)FC12.5(FC-6) ASPH CONC FC (INC RUB)(FC9.5) ASPH CONC FC(INC BIT)FC-12.5(FC6)PG76-22 ASPH CONC FC(INC BIT)FC-5(PG76-22) ASPHALT PAVEMENT MISCELLANEOUS ASPHALT RUBBER MEMBRANE INTERLAYER CEMENT CONCRETE PAVEMENT PLAIN (150MM) CEMENT CONCRETE PAVEMENT PLAIN (180MM) CEMENT CNC PAVT PLAIN-COLORED (180MM) CEMENT CONCRETE PAVEMENT PLAIN (200MM) CEMENT CNC PAVT PLAIN-COLORED (200MM) CEMENT CONCRETE PAVEMENT PLAIN (220MM) CEMENT CONCRETE PAVEMENT PLAIN (230MM) CEMENT CONCRETE PAVEMENT PLAIN (240MM) CEMENT CNC PAVT PLAIN-COLORED (240MM) CEMENT CONCRETE PAVEMENT PLAIN (250MM) CEMENT CONCRETE PAVEMENT PLAIN (260MM) CEMENT CONCRETE PAVEMENT PLAIN (270MM) CEMENT CONCRETE PAVEMENT PLAIN (280MM) CEMENT CONCRETE PAVEMENT PLAIN (290MM) CEMENT CONCRETE PAVEMENT PLAIN (300MM) CEMENT CONCRETE PAVEMENT PLAIN (320MM) CEMENT CONCRETE PAVEMENT PLAIN (330MM) CEMENT CONCRETE PAVEMENT PLAIN (340MM) 177 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2352 2353 2354 2354 2357 2370 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 1350 1360 2150 2200 2220 2230 2250 2259 2300 2309 2310 72 78 70 70 70 71 1 1 1 1 1 2 1 4 1 5 1 11 1 12 1 15 1 25 2 1 2 2 2 4 2 5 2 6 2 8 2 10 2 11 Weighted Average Total Amount Total Quantity 1 $500.00 $58,000.00 116.000 1 $1,500.00 $9,000.00 6.000 2 $926.64 $173,930.00 187.700 4 $812.94 $349,808.31 430.300 1 $1,000.00 $870,600.00 870.600 2 $550.78 $402,180.00 730.200 Unit Meas Obs? Description M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M1 M1 M2 M3 M2 KG M2 M1 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CEMENT CONCRETE PAVEMENT PLAIN (350MM) CEMENT CONCRETE PAVEMENT PLAIN (360MM) CEMENT CONCRETE PAVEMENT REINF (150MM) CEMENT CONCRETE PAVEMENT REINF (200MM) CEMENT CONCRETE PAVEMENT REINF (220MM) CEMENT CONCRETE PAVEMENT REINF (230MM) CEMENT CONCRETE PAVEMENT REINF (250MM) CEMENT CONCRETE PAVT REINF-COLOR (250MM) CEMENT CONCRETE PAVT REINF(300MM) CEMENT CONCRETE PAVT REINF-COLOR (300MM) CEMENT CONCRETE PAVEMENT REINF (310MM) CLEANING & RESEALING JOINTS CLEANING AND SEALING RANDOM CRACKS GRINDING CONCRETE PAVEMENT CONC PAVT SLAB REPLACEMENT PATCHING PORTLAND CEMENT CONCRETE PAVT CONCRETE PAVEMENT RESTORATION MILLING EXISTING PC CONCRETE PAVEMENT BRIDGE APPROACH EXPANSION JOINT CONCRETE CLASS I (CULVERTS) CONCRETE CLASS I (ENDWALLS) CONCRETE CLASS I (SUPERSTRUCTURE) CONCRETE CLASS I (SUBSTRUCTURE) CONCRETE CLASS I (RETAINING WALLS) CONCRETE CLASS I (TRENCH SLABS) CONCRETE CLASS I (MISCELLANEOUS) CONCRETE CLASS I (MASS-SUBSTRUCTURE) CONCRETE CLASS II (CULVERTS) CONCRETE CLASS II (ENDWALLS) CONCRETE CLASS II (SUPERSTRUCTURE) CONCRETE CLASS II (SUBSTRUCTURE) CONCRETE CLASS II (COUNTERWEIGHT) CONCRETE CLASS II (BULKHEAD) CONCRETE CLASS II (APPROACH SLABS) CONCRETE CLASS II (RETAINING WALLS) 178 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2 15 2 25 3 4 3 5 3 6 3 8 3 15 3 20 3 21 4 1 4 2 4 4 4 5 4 6 4 8 4 11 4 15 4 20 4 22 4 25 4 39 4104 4239 5 13 5 16 5 18 6 7 8 1 8 4 8 5 8 8 8 15 8 18 8 22 No. of Conts Weighted Average Total Amount Total Quantity 1 $500.00 $22,000.00 44.000 1 1 2 $1,500.00 $1,200.00 $1,000.00 $79,500.00 $1,258,080.00 $392,600.00 53.000 1,048.400 392.600 1 $700.00 $130,060.00 185.800 1 $1,000.00 $394,000.00 394.000 2 $5.21 $27,040.00 5,192.000 Unit Meas Obs? Description M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M1 M1 M1 EA M2 M3 M3 M3 M3 M3 M3 M3 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CONCRETE CLASS II (MISCELLANEOUS) CONCRETE CLASS II (MASS)(SUBSTRUCTURE) CONCRETE CLASS III (SUPERSTRUCTURE) CONCRETE CLASS III (SUBSTRUCTURE) CONCRETE CLASS III (COUNTERWEIGHT) CONCRETE CLASS III (BULKHEAD) CONCRETE CLASS III (MISCELLANEOUS) CONCRETE CLASS III (SEAL) CONCRETE CLASS III (MASS - SEAL) CONCRETE CLASS IV (CULVERTS) CONCRETE CLASS IV (ENDWALLS) CONCRETE CLASS IV (SUPERSTRUCTURE) CONCRETE CLASS IV (SUBSTRUCTURE) CONCRETE CLASS IV (COUNTERWEIGHT) CONCRETE CLASS IV (BULKHEAD) CONCRETE CLASS IV (RETAINING WALLS) CONCRETE CLASS IV (MISCELLANEOUS) CONCRETE CLASS IV (SEAL) CONCRETE CLASS IV SUP. STR.(CLOSURE JT) CONCRETE CLASS IV (MASS)(SUBSTRUCTURE) CONC. CLASS IV (PRCST SEGAL SUPERSTRUCT) CONCRETE CLASS IV (SUPERSTRUC LIGHTWT) CNC CLASS IV (LOW SHRINK DECK)(MAT.) HANDRAIL CONCRETE (PARAPET TYPE)(STEEL) HANDRAIL CONCRETE (MISCELLANEOUS) HANDRAIL CONCRETE (RETROFIT STANDARD) PRECAST ANCHOR BEAMS) BRIDGE FLOOR GROOVING CONCRETE CLASS V (CULVERTS) CONCRETE CLASS V (SUPERSTRUCTURE) CONCRETE CLASS V (SUBSTRUCTURE) CONCRETE CLASS V (BULKHEAD) CONCRETE CLASS V (MISCELLANEOUS) CONCRETE CLASS V (BOX GIRDER) CONCRETE CLASS V SUPERSTR(CLOSURE JNT) 179 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2400 8 25 2400 8 39 2400 8105 2400 8106 2400 8107 2400 9 2400 32 2400 72 2400 91 2400 95 2400 95 1 2400 95 3 2400 96 1 2400 97 2400101 1 2400113 2400114 2400115 2400126 1 2400126 3 2400126 4 2400126 5 2400127 1 2400127 2 2400127 3 2400127 4 2400127 9 2400127 10 2400128 2400134 2400135 2400140 1 2400140 2 2400142 2 2400142 3 No. of Conts 1 1 Weighted Average $100.00 $200.00 Total Amount $170.00 $3,740.00 Total Quantity 1.700 18.700 Unit Meas Obs? Description M3 M3 M3 M3 M3 M2 M3 M2 EA EA EA EA LS M2 M3 M1 M1 M2 EA EA EA EA EA EA EA EA EA EA M1 LI M1 EA EA M2 M2 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CONCRETE CLASS V (MASS)(SUBSTRUCTURE) CONC. CLASS V (PRCST SEGAL SUPERSTRUCT) CONCRETE CLASS V (SUPERSTRUCT SPECIAL) CONCRETE CLASS V (MICROSILICA SUBSTRUCT) CNC CLASS V (MICROSILICA SUBSTRUCT MASS) BRIDGE DECK GROOVING&PLANING/DECK 8.5&> CONCRETE FOR JOINT REPAIR PRECAST BULKHEAD PANELS DEWATERING FOR SPREAD FOOTINGS COFFERDAM COFFERDAM (BASCULE PIER) COFFERDAM (SPECIAL) PRECONSTRUCTION SURVEY (BRIDGE DECK) COATING CONCRETE SURFACES PRESSURE GROUTING (CEMENT-SAND) PRECAST BENT CAPS (END ) PRECAST BENT CAPS (INTERMEDIATE) CONCRETE FACIA WALL FIXED STRUCT BRG ASSEMBLY ( 1KN-1100KN) FIXED STRUCT BRG ASM (2201KN-3350KN) FIXED STRUCT BRG ASM (3351KN-4450KN) FIXED STRUCT BRG ASM (4451KN-5550KN) EXP STRUCT BEARING ASSEM( 1KN-1100KN) EXP STRUCT BEARING ASSEM(1101KN-2200KN) EXP STRUCT BEARING ASSEM(2201KN-3350KN) EXP STRUCT BEARING ASSEM(3351KN-4450KN) EXP STRUCT BEARING ASSE(8901KN-10050KN) EXP STRUCT BEARING ASS(10051KN-11200KN) GRTNING PRCST DECK PNL (NON-SHRINK GRTN) EPOXY MATERIAL CRACKS INJECT & SEAL NEOPRENE PAD REPLACEMENT (BENT/PIER) NEOPRENE PAD REPLACEMENT (ABUTMENT) CATHODIC PROTECTION SYSTEM (ELTECH) CATHODIC PROTECTION SYSTEM (ZINC SPRAY) 180 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2400142 4 2400143 2400145 2400146 2400147 2400149 2400153 2400154 2401 70 2401 70 1 2401 70 2 2401 70 3 2401 70 4 2401 70 5 2401 70 6 2405 70 1 2405 70 2 2407 70088 2407 70200 2407 70208 2410 70063 2410 70065 2410 70084 2410 70085 2410 70088 2410 70103 2415 1 1 2415 1 3 2415 1 4 2415 1 5 2415 1 6 2415 1 7 2415 1 8 2415 1 9 2415 2 3 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $1,500.00 $40.00 $85,350.00 $32,700.00 56.900 817.500 2 $45,804.20 $26,200.00 .572 1 $25,000.00 $40,000.00 1.600 2 $2.51 $8,175.00 3,252.000 2 2 $2.26 $2.41 $612,390.50 $192,536.00 270,469.000 79,770.000 1 2 $1.80 $2.21 $28,866.60 $187,935.10 16,037.000 84,851.000 Unit Meas Obs? Description M2 M2 M2 M3 M3 LI M3 M2 M3 M3 M3 M3 M3 M3 M3 M3 M3 M1 M1 M1 M1 M1 M1 M1 M1 M1 KG KG KG KG KG KG KG KG KG Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CATHODIC PROTECTION SYSTEM (ZINC SHEETS) CONCRETE SURFACES CLEANING & COATING CLEANING CONCRETE SURFACE CONCRETE OVERLAY COMPOSITE NEOPRENE PADS PENETRANT SEALER NON SHRINK GROUT (F&I)(MISCELLANEOUS) CONCRETE SURFACES CLEANING & SEALING SPALLED AREA RESTORE (GUNITE) SPALLED AREA RESTORE (EPOXY) SPALL A RESTORE (LATEX MOD MTR)(STY-BUT) SPALL A RESTORE (LATEX MOD MTR)(ACRYLIC) SPALL A RESTORE (PORTLAND CEM GRTN) SPALL A RESTORE (CONTRACTOR'S OPTION) SPALL A RESTORE (THERMOSET POLYMER CNC) LATEX MOD PORTLAND CEMENT CONC (TYP I) LATEX MOD PORTLAND CEMENT CONC (TYP III) PRCST CON 3 SIDE BOX CUL(F&I)2440X2440MM PRCST CON 3 SIDE BOX CUL(F&I)9754X3050MM PRCST CON 3 SIDE BOX CUL(F&I)9754X2440MM PCBC (F&I)(1830MM S/ 915MM H) PCBC (F&I)(1830MM S/1525MM H) PCBC (F&I)(2440MM S/1220MM H) PCBC (F&I)(2440MM S/1525MM H) PCBC (F&I)(2440MM S/2440MM H) PCBC (F&I)(3050MM S/ 915MM H) REINFORCING STEEL (ROADWAY) REINFORCING STEEL (RETAINING WALL) REINFORCING STEEL (SUPERSTRUCTURE) REINFORCING STEEL (SUBSTRUCTURE) REINFORCING STEEL (MISCELLANEOUS) REINFORCING STEEL (SOUND BARRIER WALL) REINFORCING STEEL (BULKHEAD) REINFORCING STEEL (APPROACH SLABS) REINFORCING ST (RETAININGWAL) STAINLESS 181 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2415 2415 2415 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2 5 2 6 2 8 1201 1202 1203 1204 1205 1207 1208 1211 1215 1311 1312 1315 1319 1321 1322 1325 1329 1331 1332 1335 1339 1341 1342 1345 1351 1352 1355 1359 1361 1362 1365 1369 Weighted Average Total Amount Total Quantity 1 $3,033.41 $36,400.92 12.000 1 1 $4,400.00 $6,000.00 $281,600.00 $18,000.00 64.000 3.000 1 $5,000.00 $60,000.00 12.000 2 $4,624.49 $27,746.95 6.000 1 $4,394.80 $4,394.80 1.000 3 2 1 $3,253.14 $5,299.70 $3,700.00 $312,300.96 $37,097.92 $18,500.00 96.000 7.000 5.000 3 $4,228.43 $181,822.60 43.000 Unit Meas Obs? Description KG KG KG EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y REINFORCING STEEL (SUBSTRUCT) STAINLESS REINFORCING STEEL (MISC) STAINLESS REINFORCING STEEL (BULKHEAD) STAINLESS INLETS (CURB) (TYPE 9) (<3M) INLETS (CURB) (TYPE 9) (> 3M) INLETS (CURB) (TYPE 9) (J BOTTOM, <3M) INLETS (CURB) (TYPE 9) (J BOTTOM, >3M) INLETS (CURB) (TYPE 9) (PARTIAL) INLETS (CURB) (TYP 9) (J BOTTOM,<3M,SPE) INLETS (CURB) (TYP 9) (J BOTTOM,>3M,SPE) INLETS (CURB) (TYPE 10) (<3M) INLETS (CURB) (TYPE 10) (PARTIAL) INLETS (CURB) (TYPE P-1) (<3M) INLETS (CURB) (TYPE P-1) (>3M) INLETS (CURB) (TYPE P-1) (PARTIAL) INLETS (CURB) (TYPE P-1) (MODIFY) INLETS (CURB) (TYPE P-2) (<3M) INLETS (CURB) (TYPE P-2) (>3M) INLETS (CURB) (TYPE P-2) (PARTIAL) INLETS (CURB) (TYPE P-2) (MODIFY) INLETS (CURB) (TYPE P-3) (<3M) INLETS (CURB) (TYPE P-3) (>3M) INLETS (CURB) (TYPE P-3) (PARTIAL) INLETS (CURB) (TYPE P-3) (MODIFY) INLETS (CURB) (TYPE P-4) (<3M) INLETS (CURB) (TYPE P-4) (>3M) INLETS (CURB) (TYPE P-4) (PARTIAL) INLETS (CURB) (TYPE P-5) (<3M) INLETS (CURB) (TYPE P-5) (>3M) INLETS (CURB) (TYPE P-5) (PARTIAL) INLETS (CURB) (TYPE P-5) (MODIFY) INLETS (CURB) (TYPE P-6) (<3M) INLETS (CURB) (TYPE P-6) (>3M) INLETS (CURB) (TYPE P-6) (PARTIAL) INLETS (CURB) (TYPE P-6) (MODIFY) 182 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 1411 1412 1415 1421 1422 1423 1425 1431 1432 1435 1441 1442 1445 1451 1452 1454 1455 1457 1459 1461 1462 1463 1464 1465 1467 1469 1471 1472 1473 1474 1475 1477 1479 1481 1482 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $6,500.00 $7,500.00 $39,000.00 $22,500.00 6.000 3.000 1 $6,200.00 $18,600.00 3.000 1 $6,600.00 $13,200.00 2.000 2 $6,458.14 $58,123.26 9.000 2 $5,483.48 $16,450.44 3.000 1 $4,500.00 $36,000.00 8.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y INLETS (CURB) (TYPE J-1) (<3M) INLETS (CURB) (TYPE J-1) (>3M) INLETS (CURB) (TYPE J-1) (PARTIAL) INLETS (CURB) (TYPE J-2) (<3M) INLETS (CURB) (TYPE J-2) (>3M) INLETS (CURB) (TYP J-3) (J BOTTOM, < 3M) INLETS (CURB) (TYPE J-2) (PARTIAL) INLETS (CURB) (TYPE J-3) (<3M) INLETS (CURB) (TYPE J-3) (>3M) INLETS (CURB) (TYPE J-3) (PARTIAL) INLETS (CURB) (TYPE J-4) (<3M) INLETS (CURB) (TYPE J-4) (>3M) INLETS (CURB) (TYPE J-4) (PARTIAL) INLETS (CURB) (TYPE J-5) (<3M) INLETS (CURB) (TYPE J-5) (>3M) INLETS (CURB) (TYPE J-4) (J BOTTOM, >3M) INLETS (CURB) (TYPE J-5) (PARTIAL) INLET (CURB) (TYP J-5) (J BOT <3M, SPE) INLETS (CURB) (TYPE J-5) (MODIFY) INLETS (CURB) (TYPE J-6) (<3M) INLETS (CURB) (TYPE J-6) (>3M) INLETS (CURB) (TYPE J-6) (J BOTTOM, <3M) INLETS (CURB) (TYPE J-6) (J BOTTOM, >3M) INLETS (CURB) (TYPE J-6) (PARTIAL) INLET (CURB) (TYP J-6)(J BOT <3M SPEC.) INLETS (CURB) (TYPE J-6) (MODIFY) INLETS (CURB) (TYPE 7) (<3M) INLETS (CURB) (TYPE 7) (>3M) INLETS (CURB) (TYPE 7) (J BOTTOM, <3M) INLETS (CURB) (TYPE 7) (J BOTTOM, >3M) INLETS (CURB) (TYPE 7) (PARTIAL) INLET (CURB) (TYP 7) (J BOT <3M, SPE) INLETS (CURB) (TYPE 7) (MODIFY) INLETS (CURB) (TYPE 8) (<3M) INLETS (CURB) (TYPE 8) (>3M) 183 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 1483 1484 1485 1487 1488 1489 1501 1502 1503 1505 1511 1512 1513 1514 1515 1517 1518 1519 1521 1522 1523 1524 1525 1527 1529 1531 1532 1533 1534 1535 1541 1542 1543 1544 1545 Weighted Average Total Amount Total Quantity 3 $3,187.60 $130,691.60 41.000 1 $4,400.00 $8,800.00 2.000 2 $4,613.33 $69,200.00 15.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y INLETS (CURB) (TYPE 8) (J BOTTOM, <3M) INLETS(CURB)(TYPE 8)(J BOTTOM,>3M) INLETS (CURB) (TYPE 8) (PARTIAL) INLETS (CURB) (TYP 8) (J BOT, < 3M, SPE) INLETS (CURB) (TYP 8) (J BOT, > 3M, SPE) INLETS (CURB) (TYPE 8) (MODIFY) INLETS (DT BOT) (TYPE A) (<3M) INLETS (DT BOT) (TYPE A) (>3M) INLETS (DT BOT) (TYPE A) (J BOTTOM, <3M) INLETS (DT BOT) (TYPE A) (PARTIAL) INLETS (DT BOT) (TYPE B) (<3M) INLETS (DT BOT) (TYPE B) (>3M) INLETS (DT BOT) (TYPE B) (J BOTTOM, <3M) INLETS (DT BOT) (TYPE B) (J BOTTOM, >3M) INLETS (DT BOT) (TYPE B) (PARTIAL) INLET (DT BOT) (TYP B) (J BOT <3M, SPE) INLET (DT BOT) (TYP B) (J BOT >3M, SPE) INLETS (DT BOT) (TYPE B) (MODIFY) INLETS (DT BOT) (TYPE C) (<3M) INLETS (DT BOT) (TYPE C) (>3M) INLETS (DT BOT) (TYPE C) (J BOTTOM, <3M) INLETS (DT BOT) (TYPE C) (J BOTTOM, >3M) INLETS (DT BOT) (TYPE C) (PARTIAL) INLET (DT BOT) (TYP C) (J BOT <3M, SPE) INLETS (DT BOT) (TYPE C) (MODIFY) INLETS (DT BOT) (TYPE C MODIFIED) (<3M) INLETS (DT BOT) (TYPE C MODIFIED) (>3M) INLET (DT BOT) (TYP C MOD) (J BOT <3M) INLET (DT BOT) (TYP C MOD) (J BOT >3M) INLETS (DT BOT) (TYP C MOD) (PARTIAL) INLETS (DT BOT) (TYPE D) (<3M) INLETS (DT BOT) (TYPE D) (>3M) INLETS (DT BOT) (TYPE D) (J BOTTOM, <3M) INLETS (DT BOT) (TYPE D) (J BOTTOM, >3M) INLETS (DT BOT) (TYPE D) (PARTIAL) 184 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 1547 1548 1549 1551 1552 1553 1554 1555 1557 1558 1559 1561 1562 1563 1564 1565 1569 1571 1572 1573 1574 1581 1582 1583 1585 1589 1601 1602 1603 1604 1609 1611 1612 1619 1701 Weighted Average Total Amount Total Quantity 1 1 $4,400.00 $3,000.00 $4,400.00 $3,000.00 1.000 1.000 1 $3,240.33 $19,441.98 6.000 1 $5,200.00 $5,200.00 1.000 1 $6,000.00 $30,000.00 5.000 1 $3,000.00 $63,000.00 21.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y INLET (DT BOT) (TYP D) (J BOT <3M, SPE) INLET (DT BOT) (TYP D) (J BOT >3M, SPE) INLETS (DT BOT) (TYPE D) (MODIFY) INLETS (DT BOT) (TYPE E) (<3M) INLETS (DT BOT) (TYPE E) (>3M) INLETS (DT BOT) (TYPE E) (J BOTTOM, <3M) INLETS (DT BOT) (TYPE E) (J BOTTOM, >3M) INLETS (DT BOT) (TYPE E) (PARTIAL) INLET (DT BOT) (TYP E) (J BOT <3M, SPE) INLET (DT BOT) (TYP E) (J BOT >3M, SPE) INLETS (DT BOT) (TYPE E) (MODIFY) INLETS (DT BOT) (TYPE F) (<3M) INLETS (DT BOT) (TYPE F) (>3M) INLETS (DT BOT) (TYPE F) (J BOTTOM, <3M) INLETS (DT BOT) (TYPE F) (J BOTTOM, >3M) INLETS (DT BOT) (TYPE F) (PARTIAL) INLETS (DT BOT) (TYPE F) (MODIFY) INLETS (DT BOT) (TYPE G) (<3M) INLETS (DT BOT) (TYPE G) (>3M) INLETS (DT BOT) (TYPE G) (J BOTTOM, <3M) INLETS (DT BOT) (TYPE G) (J BOTTOM, >3M) INLETS (DT BOT) (TYPE H) (<3M) INLETS (DT BOT) (TYPE H) (>3M) INLETS (DT BOT) (TYPE H) (J BOTTOM, <3M) INLETS (DT BOT) (TYPE H) (PARTIAL) INLETS (DT BOT) (TYPE H) (MODIFY) INLETS (DT BOT) (TYPE J) (<3M) INLETS (DT BOT) (TYPE J) (>3M) INLETS (DT BOT) (TYPE J) (J BOTTOM, <3M) INLETS (DT BOT) (TYPE J) (J BOTTOM, >3M) INLETS (DT BOT) (TYPE J) (MODIFY) INLETS (DT BOT) (TYPE K) (<3M) INLETS (DT BOT) (TYPE K)(>3M) INLETS (DT BOT) (TYPE K) (MODIFY) INLETS (GUTTER) (TYPE S) (<3M) 185 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 1702 1703 1704 1705 1707 1709 1711 1712 1713 1714 1715 1717 1718 1721 1801 1802 1803 1805 1807 1808 1811 1812 1813 1814 1815 1817 1818 1821 1831 1841 1842 1843 1844 1845 1848 1 Weighted Average $3,704.94 Total Amount $7,409.88 Total Quantity 2.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y INLETS (GUTTER) (TYPE S) (>3M) INLETS (GUTTER) (TYPE S) (J BOTTOM, <3M) INLETS (GUTTER) (TYPE S) (J BOTTOM, >3M) INLETS (GUTTER) (TYPE S) (PARTIAL) INLET (GUTTER) (TYP S) (J BOT <3M, SPE) INLETS (GUTTER) (TYPE S) (MODIFY) INLETS (GUTTER) (TYPE V) (<3M) INLETS (GUTTER) (TYPE V) (>3M) INLETS (GUTTER) (TYPE V) (J BOTTOM, <3M) INLETS (GUTTER) (TYPE V) (J BOTTOM, >3M) INLETS (GUTTER) (TYPE V) (PARTIAL) INLET (GUTTER) (TYP V) (J BOT <3M, SPE) INLET (GUTTER) (TYP V) (J BOT >3M, SPE) INLETS (GUTTER) (TYPE S MOD.) (<3M) INLETS (MED BARRIER) (TYPE 1) (<3M) INLETS (MED BARRIER) (TYPE 1) (>3M) INLET (MED BARRIER) (TYP 1) (J BOT <3M) INLETS (MED BARRIER)(TYP 1)(PARTIAL) INLET (MED BARR) (TYP 1)(J BOT, <3M SPE) INLET (MED BARR) (TYP 1)(J BOT, >3M SPE) INLETS (MED BARRIER) (TYPE 2) (<3M) INLETS (MED BARRIER) (TYPE 2) (>3M) INLET (MED BARRIER) (TYP 2) (J BOT <3M) INLET (MED BARRIER) (TYP 2) (J BOT >3M) INLETS (MED BARRIER) (TYPE 2) (PARTIAL) INLET (MED BARR) (TYP 2)(J BOT, <3M SPE) INLET (MED BARR) (TYP 2)(J BOT, >3M SPE) INLETS (MED BARRIER) (SPEC TYPE 1) (<3M) INLETS (MED BARRIER) (SPEC TYPE 2) (<3M) INLETS (MED BARRIER) (TYPE 3) (<3M) INLETS (MED BARRIER) (TYPE 3) (>3M) INLET (MED BARRIER) (TYP 3) (J BOT <3M) INLET (MED BARRIER) (TYP 3) (J BOT >3M) INLETS (MED BARRIER) (TYPE 3) (PARTIAL) INLET (MED BARR) (TYP 3)(J BOT, >3M SPE) 186 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 2425 1851 1852 1853 1854 1855 1857 1858 1861 1863 1868 1881 1882 1883 1884 1885 1891 1892 1893 1894 1895 1897 1898 1899 1901 1902 1903 1904 1905 1910 2 41 2 42 2 43 2 61 2 62 2 63 Weighted Average Total Amount Total Quantity 1 $5,400.00 $5,400.00 1.000 3 1 $4,964.78 $13,924.76 $109,225.13 $27,849.52 22.000 2.000 4 2 1 1 $3,302.61 $4,107.29 $2,600.00 $2,329.69 $145,314.80 $24,643.76 $15,600.00 $32,615.66 44.000 6.000 6.000 14.000 1 $2,600.00 $13,000.00 5.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y INLETS (MED BARRIER) (TYPE 4) (<3M) INLETS (MED BARRIER) (TYPE 4) (>3M) INLET (MED BARRIER) (TYP 4) (J BOT <3M) INLET (MED BARRIER) (TYP 4) (J BOT >3M) INLETS (MED BARRIER) (TYPE 4) (PARTIAL) INLET (MED BARR) (TYP 4)(J BOT, <3M SPE) INLET (MED BARR) (TYP 4)(J BOT, >3M SPE) INLETS (MED BARRIER) (TYPE 5) (<3M) INLET (MED BARRIER) (TYP 5) (J BOT <3M) INLET (MED BARR) (TYP 5)(J BOT, >3M SPE) INLET (BARRIER WALL,RIG,CG) (<3M) INLET (BARRIER WALL,RIG,CG) (>3M) INLET (BARRIER WALL,RIG,CG)(J BOT <3M) INLET (BARRIER WALL,RIG,CG)(J BOT >3M) INLET (BARRIER WALL,RIG,CG) (PART.) INLETS (BARRIER WALL) (<3M) INLETS (BARRIER WALL) (>3M) INLETS (BARRIER WALL) (J BOTTOM, <3M) INLETS (BARRIER WALL) (J BOTTOM, >3M) INLETS (BARRIER WALL) (PARTIAL) INLET (BARRIER WALL) (J BOT <3M, SPE) INLET (BARRIER WALL) (J BOT >3M, SPE) INLET (BARRIER WALL) (MODIFY) INLETS (SPECIAL) (<3M) INLETS (SPECIAL) (>3M) INLETS (SPECIAL) (J BOT, <3M) INLETS (SPECIAL) (J BOT, >3M) INLETS (SPECIAL) (PARTIAL) INLETS (CLOSED FLUME) MANHOLES (P-7) (<3M) MANHOLES (P-7) (>3M) MANHOLES (P-7) (PARTIAL) MANHOLES (P-8) (<3M) MANHOLES (P-8) (>3M) MANHOLES (P-8) (PARTIAL) 187 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2425 2 71 2425 2 72 2425 2 73 2425 2 91 2425 2 92 2425 2 93 2425 2043 2425 2063 2425 2101 2425 2102 2425 2103 2425 3 41 2425 3 42 2425 3 43 2425 3 61 2425 3 62 2425 3 63 2425 3 81 2425 3 82 2425 3 83 2425 3 91 2425 3 92 2425 4 2425 5 2425 5 1 2425 6 2425 8 2425 10 2425 11 2425 71 2425 74 1 2425 74 2 2425 78 2425 82 2426731021 No. of Conts Weighted Average Total Amount Total Quantity 3 3 $8,105.52 $8,444.87 $162,110.48 $126,673.08 20.000 15.000 1 $5,734.58 $5,734.58 1.000 1 2 $12,800.00 $11,988.00 $256,000.00 $335,664.02 20.000 28.000 2 $2,336.26 $9,345.04 4.000 2 $686.34 $13,726.81 20.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MANHOLES (J-7) (<3M) MANHOLES (J-7) (>3M) MANHOLES (J-7) (PARTIAL) MANHOLES (J-8) (<3M) MANHOLES (J-8) (>3M) MANHOLES (J-8) (PARTIAL) MANHOLES (P-7) (PARTIAL) MANHOLES (P-8) (PARTIAL) MANHOLES (SPECIAL) (<3M) MANHOLES (SPECIAL) (>3M) MANHOLES (SPECIAL) (PARTIAL) JUNCTION BOX (P-7) (<3M) JUNCTION BOX (P-7) (>3M) JUNCTION BOX (P-7) (PARTIAL) JUNCTION BOX (J-7) (<3M) JUNCTION BOX (J-7) (>3M) JUNCTION BOX (J-7) (PARTIAL) JUNCTION BOX (SPECIAL) (<3M) JUNCTION BOX (SPECIAL) (>3M) JUNCTION BOX (SPECIAL) (PARTIAL) JUNCTION BOX (UTILITY) (<3M) JUNCTION BOX (UTILITY) (>3M) INLETS (ADJUSTING) MANHOLE (ADJUST)(STANDARD) MANHOLE (ADJUST)(UTILITY) VALVE BOXES (ADJUST) MISCELLANEOUS STRUCTURES (ADJUST) YARD DRAINS MODIFY EXISTING DRAINAGE STRUCTURE RELOCATING INLETS CLEANING & SEAL MANHOLES & INLETS (<3M) CLEANING & SEAL MANHOLES & INLETS (>3M) INLET CAP (PRECAST) GRATE REPLACE SLOT DRAIN PI (CORR ALUM) (GA 16)(300MM) 188 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2426731023 2426731121 2426731125 2426731129 2426732021 2426732023 2426732025 2426732125 2426732225 2426733021 2426733023 2426733025 2426733029 2426733125 2430150113 2430150120 2430150216 2430150223 2430150225 2430171121 2430171123 2430171125 2430171129 2430171133 2430171138 2430171140 2430171141 2430171142 2430171143 2430171144 2430171145 2430171155 2430171223 2430171225 2430171229 No. of Conts Weighted Average Total Amount Total Quantity 4 4 4 2 $189.94 $229.34 $302.74 $354.83 $1,083,658.34 $1,248,232.88 $224,693.54 $151,619.50 5,705.400 5,442.800 742.200 427.300 2 1 1 $554.67 $650.00 $700.00 $268,129.00 $45,695.00 $70,980.00 483.400 70.300 101.400 1 1 $200.00 $245.00 $21,260.00 $126,738.50 106.300 517.300 Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SLOT DRAIN PI (CORR ALUM) (GA 16)(375MM) SLOT DRAIN PI (CORR ALUM) (GA 14)(300MM) SLOT DRAIN PI (CORR ALUM) (GA 14)(450MM) SLOT DRAIN PI (CORR ALUM) (GA 14)(600MM) SLOT DRAIN PIPE (CORR ST)(GA 16)(300MM) SLOT DRAIN PIPE (CORR ST)(GA 16)(375MM) SLOT DRAIN PIPE (CORR ST)(GA 16)(450MM) SLOT DRAIN PIPE (CORR ST)(GA 14)(450MM) SLOT DRAIN PIPE (CORR ST)(GA 12)(450MM) SLOT DRAIN PI (OPTION MAT)(GA 16)(300MM) SLOT DRAIN PI (OPTION MAT)(GA 16)(375MM) SLOT DRAIN PI (OPT. MAT.) (GA 16)(450MM) SLOT DRAIN PI (OPT. MAT.) (GA 16)(600MM) SLOT DRAIN PI (OPT. MAT.) (GA 14)(450MM) PIPE CAST IRON SOIL (SERVICE) (100MM) PIPE CAST IRON SOIL (SERVICE) (250MM) PI CAST IRON SOIL (EXTRA HEAVY) (150MM) PIPE CAST IRON SOIL(XTRA HVY)(375MM) PIPE CAST IRON SOIL(XTRA HVY)(450MM) PIPE CULV(OPT MATL)ROUND( 300MM SS) PIPE CULV(OPT MATL)ROUND( 375MM SS) PIPE CULV(OPT MATL)ROUND( 450MM SS) PIPE CULV(OPT MATL)ROUND( 600MM SS) PIPE CULV(OPT MATL)ROUND( 750MM SS) PIPE CULV(OPT MATL)ROUND( 900MM SS) PIPE CULV(OPT MATL)ROUND(1050MM SS) PIPE CULV(OPT MATL)ROUND(1200MM SS) PIPE CULV(OPT MATL)ROUND(1350MM SS) PIPE CULV(OPT MATL)ROUND(1500MM SS) PIPE CULV(OPT MATL)ROUND(1650MM SS) PIPE CULV(OPT MATL)ROUND(1800MM SS) PIPE CULV(OPT MATL)ROUND(3900MM SS) PIPE CULV(OPT MATL)OTHER( 375MM SS) PIPE CULV(OPT MATL)OTHER( 450MM SS) PIPE CULV(OPT MATL)OTHER( 600MM SS) 189 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2430171233 2430171238 2430171240 2430171241 2430171243 2430171245 2430172123 2430172125 2430172129 2430172133 2430172138 2430172140 2430172141 2430172142 2430172143 2430172149 2430172223 2430172225 2430172229 2430172233 2430172238 2430172240 2430172241 2430172243 2430172244 2430172245 2430173125 2430173133 2430173141 2430173223 2430174121 2430174123 2430174125 2430174129 2430174133 No. of Conts Weighted Average Total Amount Total Quantity 1 $400.00 $30,960.00 77.400 1 1 $250.00 $300.00 $14,550.00 $112,920.00 58.200 376.400 1 $250.00 $12,150.00 48.600 1 $150.00 $3,075.00 20.500 1 1 1 $150.00 $200.00 $300.00 $12,885.00 $42,980.00 $10,950.00 85.900 214.900 36.500 Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT CULV(OPT MATL)OTHER( 750MM SS) MATL)OTHER( 900MM SS) MATL)OTHER(1050MM SS) MATL)OTHER(1200MM SS) MATL)OTHER(1500MM SS) MATL)OTHER(1800MM SS) MATL)ROUND( 375MM CD) MATL)ROUND( 450MM CD) MATL)ROUND( 600MM CD) MATL)ROUND( 750MM CD) MATL)ROUND( 900MM CD) MATL)ROUND(1050MM CD) MATL)ROUND(1200MM CD) MATL)ROUND(1350MM CD) MATL)ROUND(1500MM CD) MATL)ROUND(2400MM CD) MATL)OTHER( 375MM CD) MATL)OTHER( 450MM CD) MATL)OTHER( 600MM CD) MATL)OTHER( 750MM CD) MATL)OTHER( 900MM CD) MATL)OTHER(1050MM CD) MATL)OTHER(1200MM CD) MATL)OTHER(1500MM CD) MATL)OTHER(1650MM CD) MATL)OTHER(1800MM CD) MATL)ROUND(450MM GD) MATL)ROUND(750MM GD) MATL)ROUND(1200MM GD) MATL)(ELIP/ARCH)(GD)(375MM MATL)ROUND( 300MM SD) MATL)ROUND( 375MM SD) MATL)ROUND( 450MM SD) MATL)ROUND( 600MM SD) MATL)ROUND( 750MM SD) 190 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2430174138 2430174140 2430174141 2430174145 2430174223 2430174225 2430174229 2430174233 2430174238 2430174240 2430174243 2430190123 2430190125 2430190305 2430200 21 2430200 23 2430200 25 2430200 29 2430200 33 2430200 38 2430200 40 2430200 41 2430200 42 2430610 21 2430610 23 2430610 25 2430610 29 2430610 33 2430610 38 2430611121 2430611125 2430612125 2430620 25 2430710 25 2430710 29 No. of Conts Weighted Average Total Amount Total Quantity 1 $380.00 $66,044.00 173.800 1 $3,400.00 $3,400.00 1.000 Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE CULV(OPT MATL)ROUND( 900MM SD) PIPE CULV(OPT MATL)ROUND(1050MM SD) PIPE CULV(OPT MATL)ROUND(1200MM SD) PIPE CULV(OPT MATL)ROUND(1800MM SD) PIPE CULV(OPT MATL)OTHER(375MM SD) PIPE CULV(OPT MATL)OTHER(450MM SD) PIPE CULV(OPT MATL)OTHER(600MM SD) PIPE CULV(OPT MATL)OTHER(750MM SD) PIPE CULV(OPT MATL)OTHER(900MM SD) PIPE CULV(OPT MATL)OTHER(1050MM SD) PIPE CULV(OPT MATL)OTHER(1500MM SD) PIPE EXISTING CONCRETE(RELAY) (375MM) PIPE EXISTING CONCRETE(RELAY) ( 450MM) PI EXIST CNC EL(RELAY) ( 730MM X 1150MM) FLARED END SECTION (CONCRETE) (300MM) FLARED END SECTION (CONCRETE) (375MM) FLARED END SECTION (CONCRETE) (450MM) FLARED END SECTION (CONCRETE) (600MM) FLARED END SECTION (CONCRETE) (750MM) FLARED END SECTION (CONCRETE) (900MM) FLARED END SECTION (CONCRETE) (1050MM) FLARED END SECTION (CONCRETE) (1200MM) FLARED END SECTION (CONCRETE) (1350MM) U-ENDWALL WITH GRATE(F&I) ( 300MM) U-ENDWALL WITH GRATE(F&I) ( 375MM) U-ENDWALL WITH GRATE(F&I) ( 450MM) U-ENDWALL WITH GRATE(F&I) ( 600MM) U-ENDWALL WITH GRATE(F&I) ( 750MM) U-ENDWALL WITH GRATE(F&I) ( 900MM) U-ENDWALL (STD 261)(BAFF)(1:4)(300MM) U-ENDWALL (STD 261)(BAFF)(1:4)(450MM) U-ENDWALL (STD 261)(GRATE)(1:4)(450MM) CMP FLASHBOARD W/RISER (450MM) PIPE STEEL CULV ( 450MM) PIPE STEEL CULV ( 600MM) 191 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2430710 33 2430710 38 2430721425 2430721429 2430721433 2430721438 2430821 21 2430821 23 2430821 25 2430821 29 2430821 33 2430821 38 2430821 40 2430821 41 2430821 42 2430821 43 2430821 44 2430821 45 2430821 49 2430822 23 2430822 25 2430822 29 2430822 33 2430822 38 2430822 41 2430822 45 2430822 49 2430830 2430860 3 2430860 5 2430860 6 2430880 29 2430880 40 2430880 43 2430880 90 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA M3 M1 M1 M1 EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE STEEL CULV ( 750MM) PIPE STEEL CULV ( 900MM) PI SLOT OR PERF CULV(OPTION)(450MM SS) PI SLOT OR PERF CULV(OPTION)(600MM SS) PI SLOT OR PERF CULV(OPTION)(750MM SS) PI SLOT OR PERF CULV(OPTION)(900MM SS) PIPE CLEANING & SEAL JOINT ( 300MM SS) PIPE CLEANING & SEAL JOINT ( 375MM SS) PIPE CLEANING & SEAL JOINT ( 450MM SS) PIPE CLEANING & SEAL JOINT ( 600MM SS) PIPE CLEANING & SEAL JOINT ( 750MM SS) PIPE CLEANING & SEAL JOINT ( 900MM SS) PIPE CLEANING & SEAL JOINT (1050MM SS) PIPE CLEANING & SEAL JOINT (1200MM SS) PIPE CLEANING & SEAL JOINT (1350MM SS) PIPE CLEANING & SEAL JOINT (1500MM SS) PIPE CLEAN & SEAL JOINT(1650MM SS) PIPE CLEANING & SEAL JOINT (1800MM SS) PIPE CLEANING & SEAL JOINT (2400MM SS) PIPE CLEANING & SEAL JOINT ( 375MM CD) PIPE CLEANING & SEAL JOINT ( 450MM CD) PIPE CLEANING & SEAL JOINT ( 600MM CD) PIPE CLEANING & SEAL JOINT ( 750MM CD) PIPE CLEANING & SEAL JOINT ( 900MM CD) PIPE CLEANING & SEAL JOINT (1200MM CD) PIPE CLEANING & SEAL JOINT (1650MM CD) PIPE CLEANING & SEAL JOINT (1800MM CD) PIPE FILLING & PLUGGING STORM SEWER TRENCH ( 900MM WIDE) STORM SEWER TRENCH (1500MM WIDE) STORM SEWER TRENCH (1800MM WIDE) FLAP GATES (600MM) FLAP GATES (1050MM) FLAP GATES (1500MM) FLAP GATES (SPECIAL) 192 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2430890 2430890 2430890 2430890 2430941 2430941 2430941 2430941 2430941 2430941 2430941 2430941 2430941 2430941 2430941 2430941 2430941 2430941 2430941 2430941 2430942 2430942 2430942 2430942 2430942 2430942 2430942 2430942 2430942 2430942 2430942 2430942 2430942 2430942 2430942 29 41 43 90 21 23 25 27 29 31 33 38 40 41 42 43 44 45 46 47 21 23 25 27 29 31 33 38 40 41 42 43 44 45 47 Weighted Average Total Amount Total Quantity 1 1 $13.00 $14.30 $1,833.00 $1,644.50 141.000 115.000 1 $27.00 $5,508.00 204.000 Unit Meas Obs? Description EA EA EA EA M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SLIDE GATE (600MM) SLIDE GATE (1200MM) SLIDE GATE (1500MM) SLIDE GATE (SPECIAL) PIPE DESILTING (300MM SS) PIPE DESILTING (375MM SS) PIPE DESILTING (450MM SS) PIPE DESILTING (525MM SS) PIPE DESILTING (600MM SS) PIPE DESILTING (675MM SS) PIPE DESILTING (750MM SS) PIPE DESILTING (900MM SS) PIPE DESILTING (1050MM SS) PIPE DESILTING (1200MM SS) PIPE DESILTING (1350MM SS) PIPE DESILTING (1500MM SS) PIPE DESILTING (1650MM SS) PIPE DESILTING (1800MM SS) PIPE DESILTING (1950MM SS) PIPE DESILTING (2100MM SS) PIPE DESILTING (300MM CD) PIPE DESILTING (375MM CD) PIPE DESILTING (450MM CD) PIPE DESILTING (525MM CD) PIPE DESILTING (600MM CD) PIPE DESILTING (675MM CD) PIPE DESILTING (750MM CD) PIPE DESILTING (900MM CD) PIPE DESILTING (1050MM CD) PIPE DESILTING (1200MM CD) PIPE DESILTING (1350MM CD) PIPE DESILTING (1500MM CD) PIPE DESILTING (1650MM CD) PIPE DESILTING (1800MM CD) PIPE DESILTING (2100MM CD) 193 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2430942 49 2430942 52 2430942 53 2430942 54 2430943 23 2430943 25 2430944 21 2430944 23 2430944 25 2430944 27 2430944 29 2430944 31 2430944 33 2430944 38 2430944 40 2430944 41 2430944 42 2430944 43 2430944 44 2430945 18 2430950 2430961106 2430961109 2430961113 2430961116 2430961120 2430961121 2430961204 2430961208 2430961209 2430961211 2430961213 2430961216 2430961218 2430961220 No. of Conts 1 Weighted Average $40.00 Total Amount $7,060.00 Total Quantity 176.500 Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M3 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE DESILTING (2400MM CD) PIPE DESILTING(3000MM CD) PIPE DESILTING (3300MM CD) PIPE DESILTING (3600MM CD) PIPE DESILTING (375MM GD) PIPE DESILTING (450MM GD) PIPE DESILTING (300MM SD) PIPE DESILTING (375MM SD) PIPE DESILTING (450MM SD) PIPE DESILTING (525MM SD) PIPE DESILTING (600MM SD) PIPE DESILTING (675MM SD) PIPE DESILTING (750MM SD) PIPE DESILTING (900MM SD) PIPE DESILTING (1050MM SD) PIPE DESILTING (1200MM SD) PIPE DESILTING (1350MM SD) PIPE DESILTING (1500MM SD) PIPE DESILTING (1650MM SD) PIPE DESILTING(EDGEDRAIN)(100MM) CONC BOX CULVERT DESILTING PIPE PVC(SCH 40)(ENCASED)(25 MM) PIPE PVC(SCH 40)(ENCASED)(50 MM) PIPE PVC CULV(SCH 40)(ENCASED) (100MM) PIPE PVC CULV(SCH 40)(ENCASED) (150MM) PIPE PVC CULV(SCH 40)(ENCASED) (250MM) PIPE PVC CULV(SCH 40)(ENCASED) (300MM) PI PVC CULV(SCH 40)(NOT ENCASED) ( 13MM) PI PVC CULV(SCH 40)(NOT ENCASED) ( 37MM) PI PVC CULV(SCH 40)(NOT ENCASED) ( 50MM) PI PVC CULV(SCH 40)(NOT ENCASED) ( 75MM) PI PVC CULV(SCH 40)(NOT ENCASED) (100MM) PI PVC CULV(SCH 40)(NOT ENCASED) (150MM) PI PVC CULV(SCH 40)(NOT ENCASED) (200MM) PI PVC CULV(SCH 40)(NOT ENCASED) (250MM) 194 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2430961221 2430961225 2430962109 2430962113 2430962118 2430962211 2430962213 2430962216 2430962218 2430962220 2430962221 2430962223 2430982123 2430982125 2430982129 2430982131 2430982133 2430982138 2430982140 2430982141 2430982142 2430982143 2430982144 2430982145 2430982605 2430982625 2430982629 2430982633 2430982638 2430982640 2430982641 2430982643 2430984123 2430984125 2430984127 No. of Conts Weighted Average Total Amount Total Quantity 1 $125.00 $1,425.00 11.400 1 1 $1,200.00 $1,300.00 $7,200.00 $13,000.00 6.000 10.000 1 $5,500.00 $5,500.00 1.000 1 1 $1,000.00 $1,200.00 $4,000.00 $34,800.00 4.000 29.000 1 1 1 $1,800.00 $1,000.00 $1,500.00 $1,800.00 $4,000.00 $19,500.00 1.000 4.000 13.000 Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PI PVC CULV(SCH 40)(NOT ENCASED) (300MM) PI PVC CULV(SCH 40)(NOT ENCASED) (450MM) PIPE PVC CULV(SCH 80)(ENCASED) ( 50MM) PIPE PVC CULV(SCH 80)(ENCASED) (100MM) PIPE PVC CULV(SCH 80)(ENCASED) (200MM) PI PVC CULV(SCH 80)(NOT ENCASED) ( 75MM) PI PVC CULV(SCH 80)(NOT ENCASED) (100MM) PI PVC CULV(SCH 80)(NOT ENCASED) (150MM) PI PVC CULV(SCH 80)(NOT ENCASED) (200MM) PI PVC CULV(SCH 80)(NOT ENCASED) (250MM) PI PVC CULV(SCH 80)(NOT ENCASED) (300MM) PI PVC CULV(SCH 80)(NOT ENCASED) (375MM) MITERED END SECT (OPT RD)( 375MM CD) MITERED END SECT (OPT RD)( 450MM CD) MITERED END SECT (OPT RD)( 600MM CD) MITERED END SECT (OPT PI RD)(675MM CD) MITERED END SECT (OPT PI RD)(750MM CD) MITERED END SECT (OPT PI RD)(900MM CD) MITER END SECT (OPT PI ROUN)(1050MM CD) MITER END SECT (OPT PI ROUN)(1200MM CD) MITER END SECT (OPT PI ROUN)(1350MM CD) MITER END SECT (OPT PI ROUN)(1500MM CD) MITERED END SECT (OPT PI RD 1650MM CD) MITERED END SECT (OPT PI RD 1800MM CD) MITER END SECT(ELLIP/ARCH CD(730X1150MM) MITER END SECT(OPT ELLIP/ARCH 450MM CD) MITER END SECT(OPT ELLIP/ARCH 600MM CD) MITER END SECT(OPT ELLIP/ARCH 750MM CD) MITER END SECT(OPT ELLIP/ARCH 900MM CD) MITER END SECT(OPT ELLIP/ARCH 1050MM CD) MITER END SECT(OPT ELLIP/ARCH 1200MM CD) MITER END SECT(OPT ELLIP/ARCH 1500MM CD) MITER END SECT (OPT RD) ( 375MM SD) MITER END SECT (OPT RD) ( 450MM SD) MITER END SECT (OPT RD) ( 525MM SD) 195 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2430984129 2430984131 2430984133 2430984138 2430984140 2430984141 2430984142 2430984143 2430984144 2430984145 2430984623 2430984625 2430984629 2430984633 2430984640 2430984643 2431 1121 2431 1123 2431 1125 2431 1127 2431 1129 2431 1131 2431 1133 2431 1138 2431 1144 2431 1145 2432 1 1 2432 1 2 2432 1 4 2432 1 5 2432 1 6 2432 1 7 2432 1 8 2432 1 9 2433 1 No. of Conts Weighted Average Total Amount Total Quantity 1 $1,200.00 $28,800.00 24.000 1 $2,500.00 $7,500.00 3.000 1 $3,500.00 $7,000.00 2.000 1 1 1 $1,000.00 $1,200.00 $1,500.00 $6,000.00 $4,800.00 $9,000.00 6.000 4.000 6.000 1 $2,000.00 $8,000.00 4.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MITER END SECT (OPT RD) ( 600MM SD) MITER END SECT (OPT RD) ( 675MM SD) MITER END SECT (OPT RD) ( 750MM SD) MITER END SECT (OPT RD) ( 900MM SD) MITER END SECT (OPT RD) (1050MM SD) MITER END SECT (OPT RD) (1200MM SD) MITER END SECT(OPT RND)1350MM SD MITER END SECT (OPT RD) (1500MM SD) MITER END SECT (OPT RD) (1650MM SD) MITER END SECT (OPT RD) (1800MM SD) MITER END SECT(ELLIP/ ARCH)( 375MM SD) MITER END SECT(ELLIP/ ARCH)( 450MM SD) MITER END SECT(ELLIP/ ARCH)( 600MM SD) MITER END SECT(ELLIP/ ARCH)( 750MM SD) MITER END SECT(ELLIP/ ARCH)(1050MM SD) MITER END SECT(ELLIP/ ARCH)(1500MM SD) PIPE LINER (OPTIONAL MATERIAL) 300MM PIPE LINER (OPTIONAL MATERIAL) 375MM PIPE LINER (OPTIONAL MATERIAL) 450MM PIPE LINER (OPTIONAL MATERIAL) 525MM PIPE LINER (OPTIONAL MATERIAL) 600MM PIPE LINER (OPTIONAL MATERIAL) 675MM PIPE LINER (OPTIONAL MATERIAL) 750MM PIPE LINER (OPTIONAL MATERIAL) 900MM PIPE LINER (OPTIONAL MATERIAL)1650MM PIPE LINER (OPTIONAL MATERIAL)1800MM CHEMICAL GROUT REPAIR (PIPE) ( 375MM) CHEMICAL GROUT REPAIR (PIPE) ( 450MM) CHEMICAL GROUT REPAIR (PIPE) ( 600MM) CHEMICAL GROUT REPAIR (PIPE) ( 750MM) CHEMICAL GROUT REPAIR (PIPE) ( 900MM) CHEMICAL GROUT REPAIR (PIPE) (1050MM) CHEMICAL GROUT REPAIR (PIPE) (1200MM) CHEMICAL GROUT REPAIR (PIPE) (1350MM) CHEMICAL GROUT REPAIR (MANHOLE/INLET) 196 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2435 22372 2435 22464 2435 22465 2435 42761 2435 52 3 2435 52 4 2435424639 2435516558 2436 1 1 2440 1 10 2440 1 20 2440 1 30 2440 1 50 2440 1 60 2440 70 2440 73 1 2440 73 2 2440 73 3 2440 73 4 2440 73 5 2440 73 6 2441 1 11 2441 70 2 2441 71 1 2441 71 2 2442 70 2443 70 1 2443 70 2 2443 70 3 2443 70 4 2443 70 5 2443 70 6 2443 70 7 2443 70 8 2443 70 9 No. of Conts Weighted Average Total Amount Total Quantity 1 $199.90 $35,582.20 178.000 1 $112.52 $4,725.84 42.000 Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 EA M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PI STRUCT PLT ST ARC(3.56,3960MMX1670MM) PI STRUCT PLT ST ARC(4.32,2690MMX1850MM) PI STRUCT PLT ST ARC(4.32,4090MMX2570MM) PI STRUCT PLT AL ARC(3.8)(5840MMX3580MM) MULTI PLT ARCH CULV (2690MM X 1850MM CD) MULTI PLT ARCH CULV (4090MM X 2570MM CD) PI STRUCT PLT AL(ARC CLV,4980X3200MM CD) CLV-AL STRUCT PLT/ARC SHAPE 5180X2690MM TRENCH DRAIN, 375 MM DIAMETER STANDARD UNDERDRAIN, TYPE I UNDERDRAIN, TYPE II UNDERDRAIN, TYPE III UNDERDRAIN, TYPE V UNDERDRAIN, TYPE SPECIAL UNDERDRAIN INSPECTION BOX UNDERDRAIN OUTLET PIPE (100 MM) UNDERDRAIN OUTLET PIPE (150 MM) UNDERDRAIN OUTLET PIPE (200 MM) UNDERDRAIN OUTLET PIPE (250 MM) UNDERDRAIN OUTLET PIPE (300 MM) UNDERDRAIN OUTLET PIPE (125 MM) EDGEDRAIN (DRAINCRETE) (100MM) EDGEDRAIN COR POLY TUBING (150MM) EDGEDRAIN OUTLET PIPE (100MM) EDGEDRAIN OUTLET PIPE (150MM) VERTICAL DRAINAGE WICKS FRENCH DRAINS (300 MM) FRENCH DRAINS (375MM) FRENCH DRAINS (450MM) FRENCH DRAINS (600MM) FRENCH DRAINS (750MM) FRENCH DRAINS (900MM) FRENCH DRAINS (1050MM) FRENCH DRAINS (1200MM) FRENCH DRAINS (1350MM) 197 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2443 2443 2444 2444 2444 2444 2444 2444 2446 2446 2446 2448 2450 2450 2450 2450 2450 2450 2450 2450 2450 2450 2450 2450 2450 2450 2450 2450 2450 2450 2450 2450 2450 2450 2450 71 71 1 70 5 70 8 70 11 71 5 71 8 71 11 1 1 1 9 71 1 73 1001 1002 1003 1004 1005 1007 1072 1118 1124 1201 1202 1203 1278 1378 3 11 3 21 3 33 4 1 4 2 4 3 4 4 82 83 1 No. of Conts Weighted Average Total Amount Total Quantity 1 $65.00 $1,625.00 25.000 2 $558.52 $294,900.00 528.000 2 $893.07 $707,310.00 792.000 1 1 $450,000.00 $400.00 $450,000.00 $175,720.00 1.000 439.300 1 $800.00 $531,840.00 664.800 Unit Meas Obs? Description M3 M3 M1 M1 M1 M1 M1 M1 M1 M1 M1 LS M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y BALLAST ROCK BALLAST ROCK (FRENCH DRAIN AGGREGATE) DEEP WELL OPEN HOLE (300MM) DEEP WELL OPEN HOLE (450MM) DEEP WELL OPEN HOLE (600MM) DEEP WELL CASING (300MM) DEEP WELL CASING (450MM) DEEP WELL CASING (600MM) EDGEDRAIN (DRAINCRETE)(STANDARD) EDGEDRAIN (DRAINCRETE)(NON STANDARD) EDGEDRAIN OUTLET PIPE (100MM) PUMPING STATION PRESTRESSED BEAMS (F&I)(TYPE II) PRESTRESSED BEAMS (F&I)(TYPE III) PRESTRESSED BEAMS (F&I)(TYPE IV) PRESTRESSED BEAMS (F&I)(TYPE V) PRESTRESSED BEAMS (F&I)(TYPE VI) PRESTRESSED BEAMS (F&I)(SPECIAL) PRESTRESSED BEAMS (F&I)(FLA BULB T) (72) PREST BEAMS (F&I)(FLA DBL TEE) (FDT18) PREST BEAMS (F&I)(FLA DBL TEE) (FDT24) PRESTRESSED BEAMS (F&I)(TYP II MODIFIED) PREST BEAMS (F&I)(TYP III MODIFIED) PRESTRESSED BEAMS (F&I)(TYP IV MODIFIED) PREST BEAMS (F&I)(MOD BULB TEE) (1981MM) PREST BEAMS(F&I)(MOD BULB TEE)(HAUNCHED) PRESTRESS SLAB UNITS (1200MM X 300MM) PRESTRESS SLAB UNITS (1500MM X 300MM) PRESTRESS SLAB UNITS(2440MM X 255MM) PREST BEAMS (F&I)(FLA U-BEAM) (1200MM) PREST BEAMS (F&I)(FLA U-BEAM) (1400MM) PREST BEAMS (F&I)(FLA U-BEAM) (1600MM) PREST BEAMS (F&I)(FLA U-BEAM) (1800MM) BEAMS REPAIR BEAM REPAIR(STRAND SPLICE) 198 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2450 2450 2450 2450 2451 2451 2451 2452 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 2455 88 15 88 16 88 18 88 21 70 70 1 70 2 70 2 2 1 14 2 14 3 14 4 14 5 14 11 14 12 18 34 1 34 2 34 3 34 4 34 5 34 6 35 3 35 4 35 5 35 6 35 9 35 22 35 23 36 1 36 2 76 81101 81102 Weighted Average Total Amount Total Quantity 1 $400.00 $1,145,280.00 2,863.200 1 $10,000.00 $20,000.00 2.000 1 $200.00 $294,540.00 1,472.700 2 $534.30 $1,807,808.00 3,383.500 1 $1,000.00 $5,000.00 5.000 Unit Meas Obs? Description M2 M2 M2 M2 EA EA EA LS M1 M1 M1 M1 M1 M1 M1 M1 LS M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PREST SLAB UNITS TRANS POTTEN (380MM) PREST SLAB UNITS TRANS POTTEN ( 405MM) PREST SLAB UNITS TRANS POTTEN ( 455MM) PREST SLAB UNITS TRANS POTTEN ( 535MM) PREST SOIL ANCHORS (F&I)(W/ STD TESTS) PREST SOIL ANCHORS (PERFORMANCE TEST) PRESTRESSED SOIL ANCHORS (CREEP TEST) PRECAST SEGMENT PRODUCTION PILING TREATED TIMBER (SINGLE TREATMENT) PILING TREATED TIMBER (DUAL TREATMENT) SHEET PILING CONCRETE (205MM X 760MM) SHEET PILING CONCRETE (255MM X 760MM) SHEET PILING CONCRETE (310MM X 760MM) SHEET PILING CONCRETE (SPECIAL) SHEET PILING CONCRETE (250MM X 1000MM) SHEET PILING CONCRETE (300MM X 1000MM) PROTECTION OF EXISTING STRUCTURES PILING(PRESTRESSED CONCRETE)(305MM SQ) PILING(PRESTRESSED CONCRETE)(355MM SQ) PILING (PRESTRESSED CONCRETE)(455MM SQ) PILING (PREST CONC)(510MM SQ.) PILING(PREST CONC)( 610MM SQ) PILING (PRESTRESSED CONCRETE)(760MM SQ) PILING(STEEL)(HP 254X 62) PILING(STEEL)(HP 310X 79) PILING(STEEL)(HP 360 X 108) PILING(STEEL)(HP 360 X 132) PILING(STEEL)(SPECIAL) PILING(STEEL)( 610MM DIA PIPE) PILING(STEEL)( 760MM DIA PIPE) PILE FURN & DRIV(CONC CYL)(1370MM DIA) PILE FURN & DRIV(CONC CYL)(1525MM DIA) PILE WRAP(CLUSTERS) CATHODIC PROT(F&I)(PILE)(ZINC ANODE ASM) CATHODIC PROT(F&I)(PIER)(ZINC ANODE ASM) 199 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2455 81104 2455 87 2455 88 2 2455 88 3 2455 88 4 2455 88 5 2455 88 6 2455 88 7 2455 88 8 2455 88 9 2455 88 20 2455 89 4 2455101 2455101 1 2455103104 2455103114 2455103115 2455103130 2455107 1 2455107 3 2455107 4 2455107 5 2455107 6 2455107 7 2455111 2455112 1 2455112 2 2455112 3 2455112 4 2455119103 2455119104 2455119105 2455119201 2455119202 2455119203 No. of Conts Weighted Average Total Amount Total Quantity 1 $400.00 $34,000.00 85.000 Unit Meas Obs? Description EA EA M1 M1 M1 M1 M1 M1 M1 M1 M1 EA EA EA EA EA EA EA M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CATHODIC PROT(F&I)(PILE)(TITANIUM ANODE) ANCHOR BAR STEEL DRILLED SHAFT( 760MM DIA) DRILLED SHAFT( 915MM DIA) DRILLED SHAFT(1070MM DIA) DRILLED SHAFT(1220MM DIA) DRILLED SHAFT(1525MM DIA) DRILLED SHAFT(1830MM DIA) DRILLED SHAFT(1370MM DIA) DRILLED SHAFT(1675MM DIA) DRILLED SHAFT(2745MM DIA) DRILLED SHAFT(TIP GROUTING 1070MM DIA.) TEST LOAD (1000 MT CAPACITY) TEST LOAD (OSTERBERG CELL)(< FIVE CELLS) TEST LOAD (STATNAMIC)(COMPRESSION)( 4MN) TEST LOAD (STATNAMIC)(COMPRESSION)(14MN) TEST LOAD (STATNAMIC)(COMPRESSION)(14MN) TEST LOAD (STATNAMIC)(COMPRESSION)(30MN) CASING (F&I) ( 610MM DIA.) CASING (F&I) ( 915MM DIA.) CASING (F&I) (1070MM DIA.) CASING (F&I) (1220MM DIA.) CASING (F&I) (1525MM DIA.) CASING (F&I) (1830MM DIA.) CORE (SHAFT EXCAVATION) PILE AUGER GROUTED (405MM DIA) PILE AUGER GROUTED (355MM DIA) PILE AUGER GROUTED (610 DIA) PILE AUGER GROUTED (760MM DIA) TEST LOADS (COMPRESSION)( 901- 5300 KN) TEST LOADS (COMPRESSION)( 5301-10700 KN) TEST LOADS (COMPRESSION)(10701-16000 KN) TEST LOADS (TENSION)( 0- 450 KN) TEST LOADS (TENSION)( 451- 900 KN) TEST LOADS (TENSION)( 901- 5300 KN) 200 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2455119301 2455119302 2455119303 2455120 1 2455121 1 2455121 3 2455121 4 2455121 5 2455122 2 2455122 3 2455122 4 2455122 5 2455122 6 2455122 7 2455122 8 2455122 9 2455122 20 2455127 1 2455129 1 2455129 2 2455131 2455133 2455133 1 2455133 2 2455134 2455137 2455142 2455143 2 2455143 3 2455143 4 2455143 5 2455143 6 2455143 03 2455144 4 2455144 5 No. of Conts Weighted Average Total Amount Total Quantity 1 $80.00 $20,080.00 251.000 2 $2,090.91 $23,000.00 11.000 1 $360.00 $36,432.00 101.200 2 $782.28 $171,007.00 218.600 Unit Meas Obs? Description EA EA EA EA EA EA EA EA M1 M1 M1 M1 M1 M1 M1 M1 M1 LS LS LS EA M2 M2 M2 M2 EA EA M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TEST LOADS (LATERAL)( 0- 450 KN) TEST LOADS (LATERAL)( 451- 900 KN) TEST LOADS (LATERAL)( 901- 5300 KN) POINT PROTECTION (HP 360 X 132) STEEL CASING SPLICE ( 610MM DIA) STEEL CASING SPLICE ( 915MM DIA) STEEL CASING SPLICE (1070MM DIA) STEEL CASING SPLICE (1220MM DIA) EXCAVATION UCLSF SHAFT ( 760MM DIA) EXCAVATION UCLSF SHAFT ( 915MM DIA) EXCAVATION UCLSF SHAFT (1070MM DIA) EXCAVATION UCLSF SHAFT (1220MM DIA) EXCAVATION UCLSF SHAFT (1525MM DIA) EXCAVATION UCLSF SHAFT (1830MM DIA) EXCAVATION UCLSF SHAFT (1370MM DIA) EXCAVATION UCLSF SHAFT (1675MM DIA) EXCAVATION UCLSF SHAFT (2745MM DIA) CATHODIC PROTECTION (IMPRESSED CURRENT) INSTRUM & DATA COLLECT(PILE FOUNDATION) INSTRUM & DATA COLLECT(DRILL SHAFT FND) WORKING SERVICE PLATFORM SHEET PILING STEEL SHEET PILING STEEL (TEMPORARY) SHEET PILING STEEL (TEMPORARY-CRITICAL) SHEET PILING ALUMINUM TEST LOAD (DYNAMIC) CROSSHOLE SONIC LOGGING TEST PILES(PREST CONC)( 355MM SQ) TEST PILES(PREST CONC)( 455MM SQ) TEST PILES(PREST CONC)( 510MM SQ.) TEST PILES(PREST CONC)( 610MM SQ) TEST PILES (PREST CONCRETE)(760MM SQ.) TEST PILES (PREST CONCRETE) (455MM SQ) TEST PILES(STEEL)(HP 310 X 79) TEST PILES(STEEL)(HP 360 X 108) 201 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2455144 9 2455144 22 2455144 23 2455145 1 2455145 2 2457 70205 2457 70305 2457 70309 2459 70 2459 71 2460 1 1 2460 1 2 2460 1 3 2460 1 4 2460 1 5 2460 1 6 2460 1 7 2460 1 11 2460 1 12 2460 1 13 2460 1 15 2460 1 18 2460 2 1 2460 2 2 2460 2 3 2460 2 4 2460 2 5 2460 2 6 2460 2 7 2460 2 11 2460 2 12 2460 2 13 2460 2 15 2460 2 19 2460 3101 No. of Conts 1 Weighted Average $60.00 Total Amount $13,920.00 Total Quantity 232.000 Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M2 M2 KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG LS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TEST PILES(STEEL)(SPECIAL) TEST PILES(STEEL)( 610MM DIA PIPE) TEST PILES(STEEL)( 760MM DIA PIPE) TEST PILE F & DRIV(CONC CYL)(1370MM DIA) TEST PILE F & DRIV(CONC CYL)(1525MM DIA) PILE JKT INTGR (PORTL CMT GRTN F)(455MM) PILE JKT INTGR(CL 3 CNC SEAL FIL)(455MM) PILE JKT INTGR(CL 3 CNC SEAL FER(610MM) BITUMEN COATING ON CONCRETE PILES SHEETING POLYETHELENE ON CONCRETE PILES STRUCTURAL STEEL (CARBON) STRUCTURAL STEEL (LOW ALLOY) STRUCTURAL STEEL (SHOE ASSEMBLIES) STRUCTURAL STEEL (EXPANSION ASSEMBLIES) STRUCTURAL STEEL (BASCULE LEAVES) STRUCTURAL STEEL (BASCULE PIERS) STRUCTURAL STEEL (APPROACH SPANS) STRUCT ST(SCREWS, BOLTS & WASHER ASM) STRUCTURAL STEEL (FLANKING SPANS) STRUCT ST (BOLTS, NUTS, WASHERS & PLT) STRUCTURAL STEEL (MISCELLANEOUS) STRUCTURAL STEEL (CARBON TRUSS) STRUCTURAL STEEL (CARBON) STRUCTURAL STEEL (LOW ALLOY) STRUCTURAL STEEL (SHOE ASSEMBLIES) STRUCTURAL STEEL (EXPANSION ASSEMBLIES) STRUCTURAL STEEL (BASCULE LEAVES) STRUCTURAL STEEL (BASCULE PIERS) STRUCTURAL STEEL (APPROACH SPANS) STRUCT ST(SCREWS,BOLTS.& WASHER ASM) STRUCT STEEL(FLANKING SPANS) STRUCT ST (BOLTS, NUTS, WASHERS & PLT) STRUCTURAL STEEL (MISCELLANEOUS) STRUCTURAL STEEL (LOW ALLOY/TRUSS) MACH & CASTS(F&I) (S REDU & GEAR TRAIN) 202 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 3102 3103 3104 3105 3106 3107 3108 3111 3301 3303 3304 3306 3307 3401 3402 3403 3404 3405 3406 3408 3411 3501 3504 3505 3506 3508 3509 3511 3603 3704 3709 3801 3804 3805 3806 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description LS LS EA AS LS EA LS EA LS LS EA LS EA LS LS LS EA LS LS LS EA LS EA AS LS LS LS EA LS EA LS LS EA AS LS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MACH/CAST(F&I) (MECH. CONTROL DEVICES) MACH/CAST(F&I) (MOVABLE BRIDGE) MACH/CAST(F&I) (TRUNNION ASSEMBLY) MACH/CAST(F&I) (SPAN LOCKS) MACH/CAST(F&I) (COMPONENTS) MACH/CAST(F&I) (MOTOR COUPLING) MACH/CAST(F&I)(LIVE LOAD SHOES) MACHINERY & CASTING(F&I) (HOPKINS FRAME) MACH/CAST(INS) S REDU&GEAR TRAIN MACH/CAST(INS) (MOVABLE BRIDGE) MACHINERY & CASTING(INS)TRUNNION ASSEM MACHINERY & CASTING(INS) (COMPONENTS) MACH/CAST(INS) (MOTOR COUPLING) MACH/CAST(REM) S REDU&GEAR TRAIN MACH/CAST(REM)MECH. CONTROL DEVICES MACH/CAST(REM) (MOVABLE BRIDGE) MACH/CAST(REM) (TRUNNION ASSEMBLY) MACHINERY & CASTING(REMOVE) (SPAN LOCKS) MACHINERY & CASTING(REMOVE) (COMPONENTS) MACH/CAST(REM) (LIVE LOAD SHOES) MACHINERY & CASTING(RGM) (HOPKINS FRAME) MACH/CAST(ALIGN &/OR ADJ,SPD REDU&GEAR MACH/CAST(ALIGN AND/OR ADJ,TRUNNION ASM) MACH & CASTS(ALIGN &/OR ADJ)(SPAN LOCKS) MACH/CAST(ALIGN &/OR ADJ) (COMPONENTS) MACH/CAST(ALIGN &/OR ADJ,LIVE LOAD SHOES MACH/CAST(ALIGN &/OR ADJ)(SPAN TRUNNION) MACH/CAST(ALIGN &/OR ADJ)(HOPKINS FRAME) MACH/CAST(SHOP&MACH&FAB)(MOVABLE BRIDGE) MACH/CAST(FLD MACHINE) (TRUNNION ASSEM) MACH/CAST(FLD MACHINE) (SPAN TRUNNION) MACH/CAST(RECOND)(SPD REDU & GEAR TRM) MACH/CAST(RECOND)(TRUNION ASEMBLY) MACHINERY & CASTING(RECOND) (SPAN LOCKS) MACHINERY & CASTING(RECOND)(CONPONENTS) 203 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 2460 3808 3809 3811 5 6 7 1 7 2 7 4 7 5 7 12 7 22 7 32 7 42 8002 8003 8004 8101 8102 8104 8106 30 70 1 70 2 70 3 71 1 71 2 73 81 81 1 88 90 92 1 92 6 92 8 95 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description LS LS EA KG KG M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 EA EA LS KG M1 M1 M1 KG Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MACH/CAST(RECOND)(LIVE LOAD SHOES) MACH/CAST(RECOND) (SPAN TRUNNION) MACH/CAST(RECOND)(HOPKINS FRAME) ENDWALL GRATE LADDERS & PLATFORMS EXPANSION JT SEAL (ST REINF ELASTOMERIC) EXPANSION JOINT SEAL (COMPRESSION ELAST) EXPANSION JOINT SEAL (STRIP ELASTOMERIC) EXPANSION JOINT SEAL (MODULAR) EXPANSION JT SEAL (COMP. ELAST <25MM W) EXP JT SEAL (COMP. ELAST 25-55MM W) EXP JT SEAL (COMP. ELAST 56-70MM W) EXP JT SEAL (COMP. ELAST > 70MM W ) ELASTIC PREFORMED JOINT SEAL (25MM) ELASTIC PREFORMED JOINT SEAL (40MM) ELASTIC PREFORMED JOINT SEAL (50MM) ELASTIC PRFD JNT SEAL(PLYMRC NOSE)(20MM) ELASTIC PRFD JNT SEAL(PLYMRC NOSE)(25MM) ELASTIC PRFD JNT SEAL(PLYMRC NOSE)(50MM) ELASTIC PRFD JNT SEAL(PLYMRC NOSE)(75MM) FINGER JOINT ALUMINUM RAILINGS (SINGLE RAIL) ALUMINUM RAILINGS (DOUBLE RAIL) ALUMINUM RAILINGS (TRIPLE RAIL) TRAF RAILING BARR(METAL)THR BEAM RFIT TRAF RAILING BARRIER(METAL)STL POST&RAIL ENCLOSURE FOR PEDESTRIAN OVERPASS RIVETS / HIGH STRENGTH BOLTS (REPLACE) RIVETS / HIGH STRENGTH BOLTS (REP)(SPE) REMOVE, REP & REPAIR BEARING ASSEMBLY STRUCTURAL STEEL (ERECTING) MODULAR EXPANSION ASSEM(375MM MOVEMENT) MODULAR EXPANSION ASSEM(200MM MOVEMENT) MODULAR EXPANSION ASSEM(305MM MOVEMENT) STRUCTURAL STEEL REPAIR 204 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2460 98 1 2460 98 2 2460101121 2460101122 2460101124 2460101211 2460101311 2460101411 2460108 1 2460108 2 2460112 2460119102 2460120103 2460121 11 2460121 13 2460121 43 2460121 50 2460121 64 2460122 1 2461113 12 2461113 13 2461113 14 2461113 15 2461114 12 2461114 13 2461114 14 2461114 15 2462 2 11 2465 71 1 2465 71 2 2465 71 3 2470 1 2470 2 2470 3 1 2470 3 2 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA KG LS LS LS M3 M3 M3 M3 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE HANGER (CARBON) PIPE HANGER (STAINLESS) BRIDGE HYDRAULICS (F&I)(PERMANENT SYS) BRIDGE HYDRAULICS (F&I)(PERM CYLINDERS) BRIDGE HYDRAULICS (F&I)(PERM SPAN LOCKS) BRIDGE HYDRAULICS(FUR)(TEMP SYS) BRIDGE HYDRAULICS(INS)(TEMP SYS) BRIDGE HYDRAULICS(REM)(TEMP SYS) ACCESS HATCH (COMPLETE) (ALUMINUM) ACCESS HATCH (COMPLETE) (STEEL) ANCHOR BOLT (REPLACE) BEARINGS, MOVABLE BR (F&I)(SPHERICAL) PIN LOAD BRG MOV. BR (F&I)(SPE INSTR) COUNTERWT MOVABLE BR(F&I)(FG POCKET COV) COUNTERWT MOVABLE BR (F&I)(BUMPER BLOCK) COUNTERWT MOVABLE BR (REP)(BUMPER BLK) COUNTERWEIGHT MOVABLE BRIDGE (BALANCE) COUNTERWT MOVABLE BR (CLEAN) (POCKET) SPAN JACKING (MOVABLE BRIDGE) MULTIROT BRNG ASM FX(F&I)(1101KN-2200KN) MULTIROT BRNG ASM FX(F&I)(2201KN-3350KN) MULTIROT BRNG ASM FX(F&I)(3351KN-4450KN) MULTIROT BRNG ASM FX(F&I)(4451KN-5550KN) MULTIROT BRNG ASM EXP(F&I)1101KN-2200KN MULTIROT BRNG ASM EXP(F&I)2201KN-3350KN MULTIROT BRNG ASM EXP(F&I)3351KN-4450KN MULTIROT BRNG ASM EXP(F&I)4451KN-5550KN POST-TENSIONING TENDON(SUPERSTR STRAND) MOVABLE BRIDGE FUNCTIONAL CHKOUT (PH A) MOVABLE BRIDGE FUNCTIONAL CHKOUT (PH B) MOVABLE BRIDGE FUNCTIONAL CHKOUT (PH C) TREATED TIMBER STRUCTURAL UNTREATED TIMBER STRUCTURAL PLASTIC MARINE LUMBER (REINFORCED) PLASTIC MARINE LUMBER (NON-REINFORCED) 205 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2470 2470 2470 2500 2504 2504 2504 2504 2504 2504 2506 2506 2507 2508 2508 2508 2508 2508 2508 2508 2508 2508 2508 2508 2508 2508 2508 2508 2508 2508 2508 2508 2508 2508 2508 71 1 71 2 75 72 1 1 1 2 1 4 1 5 1 10 2 2 3 70 1 50 1 70 1 70 4 72 1 72 4 73 1 73 3 73 4 76 1 76 5 77 1 77 5 78 1 78 4 79 1 79 4 80 1 80 4 80 5 81 1 82 1 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 M1 M1 M1 M2 M2 M2 M2 M2 M2 M1 EA M2 LS LS LS LS EA EA M1 M1 M1 LS LS EA EA LS LS EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TREATED TIMBER POSTS(150MM) TREATED TIMBER POSTS(200MM) TIMBER FENDER SYS (REMOVAL & REP) HANDRAIL ALUMINUM (REMOVE & RESET) FLOOR ROADWAY STEEL (125MM OPEN) FLOOR ROADWAY STEEL ( 75MM ARMORED) FLOOR ROADWAY STEEL (140MM OPEN) FLOOR ROADWAY STEEL (140MM ARMORED) FLOOR ROADWAY STEEL (125MM ARMORED) FLOOR STEEL SIDEWALK BRIDGE DRAINAGE PIPING BRIDGE DRAINS FLOOR ALUMINUM SIDEWALK ELECTRICAL EQUIPMENT BRIDGE TENDER SIMULATED TRAINING ELECTRICAL SYSTEM (FURNISH & INSTALL) ELECTRICAL SYSTEM (REMOVE) EMERGENCY GENERATOR (FURNISH & INSTALL) EMERGENCY GENERATOR (REMOVE) SUBMARINE CABLE ASSEMBLY (FURNISH & I) SUBMARINE CABLE ASSEMBLY (INSTALL) SUBMARINE CABLE ASSEMBLY (REMOVE) SPAN MOTORS & AUXILIARIES(F&I) SPAN MOTORS & AUXILIARIES(RECONDITION) LOGIC CONTROLLER PROGMABLE (FURNISH & I) LOGIC CONTROLLER PROGMABLE (PROGMING) LIMIT SWITCHES & TRANSDUCERS (F&I) LIMIT SWITCHES & TRANSDUCERS (REMOVE) CONTROL CONSOLE (FURNISH & INSTALL) CONTROL CONSOLE (REMOVE) BRAKE SYSTEM (FURNISH & INSTALL) BRAKE SYSTEM (REMOVE) BRAKE SYSTEM (RECONDITION) SWITCHES (LIMIT & SEATING)(F&I) CONTROL PANEL/MOTOR CONTROLLER)(F&I) 206 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2508 2508 2509 2509 2510 2510 2512 2512 2512 2514 2514 2514 2515 2515 2515 2515 2515 2515 2515 2515 2515 2519 2519 2519 2519 2520 2520 2520 2520 2520 2520 2520 2520 2520 2520 82 5 83102 80 1 80 4 1 1 3 1 1 1 71 1 71 1 71 2 72 1 1 1 2 1 5 2 22 2201 2202 2301 2302 2303 71 77 78 79 1 1 1 2 1 3 2 1 2 2 2 3 2 4 3 4 5 11 Weighted Average Total Amount Total Quantity 1 $25,000.00 $50,000.00 2.000 1 $3.00 $357.00 119.000 2 $145.40 $90,015.00 619.100 1 3 $38.00 $41.22 $6,520.80 $1,274,828.70 171.600 30,925.100 1 $32.72 $9,799.64 299.500 2 $45.93 $8,261.97 179.900 Unit Meas Obs? Description EA AS LS LS LS EA LS LS EA M2 M2 M2 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 EA EA LS M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CONTROL PANEL/MOTOR CONTROLER(REPLACE) MOV BR INTG DRV SYS(FUR & INS)(26-40)KW ELECTRICAL SYS (TEMP)(FURNISH & INSTALL) ELECTRICAL SYSTEM (TEMPORARY) (REMOVE) NAVIGATION LIGHTS NAVIGATION LIGHTS (PIERS) CONTROL HOUSE CONTROL HOUSE (RENOVATION) MOVABLE BRIDGE PLUMBING SYSTEM PLASTIC FILTER FABRIC (SUBSURFACE) PLASTIC FILTER FABRIC (STABILIZATION) LINER IMPERMEABLE PVC PIPE HANDRAIL (STEEL) PIPE HANDRAIL (ALUMINUM) PIPE HANDRAIL (PVC) PEDEST/BICYCLE RAILING (STEEL)(54") PED/BIKE RAILING(ST ONLY,42" PICKET RAIL PED/BIKE RAILING(ST ONLY,54" PICKET RAIL PED/BIKE RAILING(AL ONLY,42" PICKET RAIL PED/BIKE RAIL(ALUM ONLY)54"PICKET RAIL PED/BIKE RAILING (AL ONLY)(SPECIAL) TRENCH DRAIN BRICK PLANTERS BOLLARDS TREE LIGHTING CURB & GUTTER CONCRETE (TYPE E) CURB & GUTTER CONCRETE (TYPE F) CURB & GUTTER CONCRETE (SPECIAL) CURB CONCRETE (TYPE A) CURB CONCRETE (TYPE B) CURB CONCRETE (TYPE D) CURB CONCRETE (SPECIAL) GUTTER VALLEY CONCRETE GUTTER SPECIAL CONC TRAFFIC SEPARATOR CONC. (TYP I) (1.2M W) 207 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2520 2520 2520 2520 2520 2520 2520 2520 2520 2520 2520 2520 2521 2521 2521 2521 2521 2521 2521 2521 2521 2521 2521 2521 2521 2521 2521 2521 2521 2521 2521 2521 2521 2521 2521 5 5 5 5 5 5 5 5 5 5 6 70 1 1 5 5 5 5 5 5 5 6 6 6 7 8 8 8 70 72 72 72 72 72 72 12 13 21 22 23 41 42 43 51 52 1 1 3 4 5 8 9 20 1 2 3 1 1 3 20 2 3 4 5 6 7 Weighted Average Total Amount Total Quantity 1 1 $80.00 $80.00 $34,792.00 $2,904.00 434.900 36.300 1 2 $60.00 $146.58 $49,746.00 $4,983.55 829.100 34.000 1 $350.00 $204,750.00 585.000 1 $200.00 $42,000.00 210.000 2 $582.20 $19,620.00 33.700 Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M2 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TRAFFIC SEPARATOR CONC. (TYP I) (1.8M W) TRAFFIC SEPARATOR CONC. (TYP I) (2.6M W) TRAF SEPARATOR CONC. (TYP II) (1.2M W) TRAF SEPARATOR CONC. (TYP II) (1.8M W) TRAF SEPARATOR CONC. (TYP II) (2.6M W) TRAF SEPARATOR CONC. (TYP IV) (1.2M W) TRAF SEPARATOR CONC. (TYP IV) (1.8M W) TRAF SEPARATOR CONC. (TYP IV) (2.6M W) TRAFFIC SEPARATOR CONC. (TYP V) (1.2M W) TRAFFIC SEPARATOR CONC. (TYP V) (1.8M W) GUTTER SHOULDER CONCRETE TRAFFIC SEPARATOR CONC. (SPECIAL) BARRIER WALL CONCRETE (CAST IN PLACE) BARRIER WALL CONCRETE (PRECAST) TRAF RAILING BAR CONC(BR) 815MM F SHAPE TRAF RAILING BAR CNC(BR) 815MM MED/DUB TRAF RAILING BAR CNC(BR) 815MM VERT FACE TRAF RAILING BAR CNC(BR)1065MM VERT FACE TRAF RAILING BAR CONC(BR)(RETROFIT-VERT) TRAF RAILING BAR CONC(BR)(SPECIAL) TRAF RAIL BAR CONC/BR,F SHAPE SND WALL8' CONCRETE PARAPET(PEDEST/BICYCLE) CONCRETE PARAPET(SPECIAL) CONCRETE PARAPET(RETAININGWALL/SIDEWALK) CONC TRAF RAIL BARR (R WALL/SND WALL 8') CONC TRAF RAIL BARR (R WALL/S-SLAB 32"F) CONC TRAF RAIL BARR(R WALL/S-SLAB 32"VF) CONC TRAF RAIL BARR(R WALL/SPECIAL) METAL BARRIER WALL (SAND FILLED) BARRIER WALL CONCRETE (BOX CULVERT) BARRIER WALL CONCRETE (RIGID-SHOULDER) BARRIER WALL CONCRETE (RIGID-RETAINING) BARRIER WALL CONCRETE (RIG-CG) BARRIER WALL CONCRETE (PLAIN-SHOULDER) BARRWALL CNC(RIG SHLD)WITH 8'SND WALL 208 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2521 2521 2522 2522 2523 2523 2524 2524 2524 2524 2524 2524 2524 2524 2524 2524 2524 2524 2524 2524 2525 2526 2526 2526 2527 2530 2530 2530 2530 2530 2530 2530 2530 2530 2530 72 73 1 2 1 70 1 1 1 1 1 1 1 1 2 2 2 2 2 2 1 1 1 71 1 1 3 3 74 76 76 77 77 77 78 Weighted Average Total Amount Total Quantity 20 4 3 1 $29.64 $35.55 $100.00 $1,139,192.42 $287,959.63 $186,620.00 38,430.100 8,100.500 1,866.200 1 2 3 4 19 29 39 49 1 2 3 4 29 49 1 1 $45.00 $80.00 $3,825.00 $8,720.00 85.000 109.000 1 $50.00 $6,500.00 130.000 1 $167.00 $20,207.00 121.000 1 2 1 1 $77.00 $77.00 $7,392.00 $1,354,892.00 96.000 17,596.000 3 4 1 2 2 2 $570.35 $126.76 $91.20 $76.50 $32,225.00 $593,238.10 $8,874.00 $129,028.00 56.500 4,679.900 97.300 1,686.600 2 1 2 1 2 4 Unit Meas Obs? Description M1 M1 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M1 M2 M2 M2 EA M3 MT MT MT M2 M2 M2 M2 M2 M2 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y BARRIER WALL CNC (F-SHAPED W 2.4M SOUND) BARRIER WALL REMOVAL (CONCRETE) SIDEWALK CONCRETE (100MM) SIDEWALK CONCRETE (150MM THICK) PATTERNED/TEXTURED PAVT/CONC COLORING CONCRETE SURFACE DITCH PAVEMENT CONCRETE ( 75MM THICK) DITCH PAVEMENT CONCRETE (100MM THICK) DITCH PAVEMENT CONCRETE (125MM THICK) DITCH PAVEMENT CONCRETE (150MM THICK) DT PAVT CNC ( 75MM THICK)(REINFORCD) DT PAVT CNC (100MM THICK)(REINFORCD) DT PAVT CNC (125MM THICK)(REINFORCD) DT PAVT CNC (150MM THICK)(REINFORCD) SLOPE PAVEMENT CONCRETE ( 75MM THICK) SLOPE PAVEMENT CONCRETE (100MM THICK) SLOPE PAVEMENT CONCRETE (125MM THICK) SLOPE PAVEMENT CONCRETE (150MM THICK) SLOPE PAVT CNC (100MM THICK)(REINFORCD) SLOPE PAVT CONCRETE (150MM THICK)(REINF) CURB ASPHALTIC CONCRETE PAVERS, ARCHITECTURAL(ROADWAY) PAVERS, ARCHITECTURAL(SIDEWALK) PAVEMENT TEXTURIZING DETECTABLE WARNING ON WALK SURF(RETRO) RIPRAP (SAND-CEMENT) RIPRAP (RUBBLE) (BANK AND SHORE) RIPRAP (RUBBLE) (DITCH LINING) BEDDING STONE GABION MAT (150MM THICK) GABION MAT (230MM THICK) GABION BASKET (300MM THICK) GABION BASKET (900MM THICK) GABION BASKET (500MM THICK) RIPRAP (ARTICULATING BLOCK) 209 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2530 2532 2534 2534 2534 2535 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2538 2539 2539 2539 84 70 70 72101 72102 70 1 1 1 2 1 3 1 5 1 6 1 8 1 9 2 7 8 8 1 8 3 8 4 8 5 8 6 73 75 76 82 83 1 83 2 85 22 85 24 85 25 85 26 1 73 3 74 1 80111 Weighted Average Total Amount Total Quantity 3 $48.95 $60,468.70 1,235.300 1 $2,000.00 $22,000.00 11.000 1 $10.00 $18,796.00 1,879.600 1 1 1 $2,000.00 $2,000.00 $600.00 $18,000.00 $4,000.00 $2,400.00 9.000 2.000 4.000 Unit Meas Obs? Description M3 EA M1 M2 M2 M3 M1 M1 M1 M1 M1 M1 M1 M1 EA EA EA EA EA EA EA M1 EA EA EA EA EA EA EA EA EA M1 EA M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y STONE FILL TRACTOR CROSSING RETAINING WALL (CONCRETE BLOCK) SOUND BARRIERS(INC FOUND)(PERMANENT) SOUND BARRIERS(INC FOUND)(TEMPORARY) MASONRY STEPS GUARDRAIL (ROADWAY) GUARDRAIL (BRIDGE) GUARDRAIL (ROADWAY)(DOUBLE FACE) GUARDRAIL (ROADWAY, THRIE BEAM) GUARDRAIL (BRIDGE, THRIE BEAM) GUARDRAIL (ROADWAY) W/RUB RAIL) GUARDRAIL (RDWY,THRIE BEAM,DOUBLE FACE) GUARDRAIL (SHOP-BENT PANELS) GUARDRAIL POST SPECIAL GRDRL BRIDGE ANCHORAGE ASSEMBLY (F&I) GUARDRAIL BRIDGE ANCHORAGE ASSEMBLY (I) GRDRL BRIDGE ANCHORAGE ASSEMBLY (RELOC) GRDRL BRIDGE ANCHORAGE ASSEMBLY (RPR) GRDRL BRIDGE ANCHORAGE ASSEMBLY (REP) GRDRL BRIDGE ANCHORAGE ASSEMBLY (REM) GUARDRAIL REMOVAL GUARDRAIL POST W/ACCESSORIES (SPE ST) GUARDRAIL POST SPECIAL LENGTH GRDRL ANCHORAGE (CONCRETE BARRIER WALL) GUARDRAIL POST REPLACEMENT (REGULAR) GUARDRAIL POST REPLACEMENT (SPECIAL) GUARDRAIL END ANCHORAGE ASSEMBLY FLARED GRDRL END ANCHORAGE ASSEMBLY (PARALLEL) GUARDRAIL END ANCHORAGE ASSEMBLY TYPE II GUARDRAIL END ANCHORAGE ASSEMBLY TYP CRT GUARDRAIL RESET GLARE SCRN (PLST BLADES) (672MM HEIGHT) GLARE SCRN(KNITTED POLYESTER) (600MM) HT OPAQUE VISUAL BARR (F&I) (CNC)(680MM HT) 210 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2539 2541 2542 2544 2544 2544 2544 2544 2544 2544 2544 2544 2544 2544 2544 2544 2544 2544 2544 2546 2546 2546 2546 2546 2547 2547 2548 2548 2548 2550 2550 2550 2550 2550 2550 80121 70 70 74 6 74 14 75 1 75 5 75 6 75 8 75 9 75 10 75 13 75 14 75 15 75 16 75 21 75 22 75 30 76 2 20 71 72 1 72 50 72 51 70 1 70 2 12 13 14 1 1 1 2 1 3 1 4 1 6 1 8 Weighted Average Total Amount Total Quantity 1 $22.10 $397.80 18.000 1 $22,000.00 $11,440.00 .520 1 2 $400.00 $158.59 $410,800.00 $193,800.00 1,027.000 1,222.000 Unit Meas Obs? Description M1 EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA KG PS KM KM KM M2 M2 M2 M2 M2 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y OPAQUE VISUAL BARR (F&I)(FBGL)(680MM HT) RAILROAD CROSSING BUMPER GUARD CONC IMPACT ATTR VEH(HEX-FOAM)(RELOC EXIST) IMPACT ATTR VEH(QUADGD)RELOC EXIST. IMPACT ATTENUATOR VEHICULAR (INERTIA) IMPACT ATTENUATOR VEHICULAR (GREAT) IMPACT ATTENUATOR VEHICULAR (HEX-FOAM) IMPACT ATTENUATOR VEHICULAR (CAT) IMPACT ATTENUATOR VEH (BRAKEMASTER) IMPACT ATTENUATOR VEHICULAR (DRAGNET) IMPACT ATTENUATOR VEHICULAR (REACT 350) IMPACT ATTENUATOR VEHICULAR (QUADGUARD) IMPACT ATTENUATOR VEHICULAR (ADIEM 350) IMPACT ATTENUATOR VEHICULAR (TRACC) IMPACT ATTR VEHICULAR (TAU-II) IMPACT ATTENUATOR VEHICULAR (WIDETRACC) IMPACT ATTENUATOR VEHICULAR(SPECIAL) ATTENUATOR MODULE (SAND FILLED) STRUCTURAL STEEL (WEATHERING) RUMBLE STRIPS SETS RUMBLE STRIPS (GROUND-IN) RUMBLE STRIPS (GROUND-IN)(NON STD) RUMBLE STRIPS (GROUND-IN)(16" MIN) RIPRAP FABR-FORMED CNC (200MM FILT PTS) RIPRAP FABR-FORMED CNC (250MM FILT PTS) RETAINING WALL SYSTEM(PERM)EXC BARRIER RETAINING WALL SYSTEM(TEMP)EXC BARRIER RETAINING WALL SYSTEM(PERM-WID) ATTACHED FENCING, TYPE A (1.5M HEIGHT) FENCING, TYPE A (1.8M HEIGHT) FENCING, TYPE A (2.1M HEIGHT) FENCING, TYPE A (2.4M HEIGHT) FENCING, TYPE A (3.0M HEIGHT) FENCING, TYPE A (3.6M HEIGHT) 211 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2550 2 2550 2 1 2550 2 2 2550 2 3 2550 2 5 2550 2 6 2550 2 7 2550 2 8 2550 2 9 2550 3 0 2550 3 1 2550 3 2 2550 3 4 2550 3 5 2550 3 6 2550 3 7 2550 3 9 2550 4 1 2550 4 4 2550 4 7 2550 5 1 2550 5 2 2550 5 3 2550 5 4 2550 5 5 2550 5 6 2550 6 1 2550 6 2 2550 6 3 2550 6 4 2550 6 5 2550 6 6 2550 10110 2550 10220 2550 10221 No. of Conts 1 Weighted Average $50.00 Total Amount $1,500.00 Total Quantity 30.000 Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y FENCING, TYPE B FENCE TYP B (WITH BARB WIRE ATTACHMENT) FENCING, TYPE B (WITH CABLE BARRIER) FENCING, TYPE B (3.0M HEIGHT) FENCING, TYPE B (1.5M HT) FENCING, TYPE B (1.2M HT) FENCING, TYPE B (2.4M HT) FENCE TYP B (3.0M HT W/BARB WIRE ATTMT) FENCE TYP B (3.6M HT W/BARB WIRE ATTMT) FENCE CORNER POST ASSM (TYP B) (3.6M HT) FENCE CORNER POST ASSM (TYPE A) FENCE CORNER POST ASSM (TYPE B) FENCE CORNER POST ASSM (SPECIAL) FENCE CORNER POST ASSM(TYP B W/CAB BARR) FENCE CORNER POST ASSM (TYP B) (1.2M HT) FENCE CORNER POST ASSM (TYP A) (3.0M HT) FENCE CORNER POST ASSM (TYP B) (3.0M HT) FENCE PULL AND END POST ASSM (TYPE A) FENCE PULL AND END POST ASSM (SPECIAL) FENCE PULL AND ENDPST ASM(TYP A)(3.0M HT FENCE PULL POST ASSM (TYPE B) FENCE PULL POST ASSM (TYP B W/CAB BARR) FENCE PULL POST ASSM (TYPE B) (SPECIAL) FENCE PULL POST ASSM (TYPE B) (1.2M HT) FENCE PULL POST ASSM (TYPE B) (3.0M HT) FENCE PULL POST ASSM (TYPE B) (3.6M HT) FENCE END POST ASSM (TYPE B) FENCE ENDPST ASSM (TYP B W/CAB BARRIER) FENCE END POST ASSM (TYPE B) (SPECIAL) FENCE END POST ASSM (TYPE B) (1.2M HT) FENCE END POST ASSM (TYPE B) (3.0M HT) FENCE END POST ASSM (TYPE B) (3.6M HT) FENCING, TYPE A(0.0-1.5 M)STANDARD FENCING, TYPE B(1.6-1.8 M)STANDARD FENCING,TYPEB(1.6-1.8M)(w/BARB WIR ATTM) 212 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 10222 10228 10240 10241 10251 10354 10910 10929 10949 60211 60212 60221 60223 60225 60233 60234 60235 60935 71 1 71 2 73 73 10 73 20 73 30 74 1 74 2 74 3 75011 75021 75031 75032 75041 75042 75051 75052 No. of Conts Weighted Average Total Amount Total Quantity 1 $150.00 $2,670.00 17.800 1 $43.00 $154,408.70 3,590.900 1 1 $130.00 $1,000.00 $36,400.00 $4,000.00 280.000 4.000 1 $500.00 $500.00 1.000 1 $5,000.00 $5,000.00 1.000 Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 EA EA EA EA EA EA EA EA EA M1 M1 M1 M1 M1 M1 M1 M1 M1 EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y FENCING, TYPE B(1.6-1.8 M) W/VINYL FENCING, TYPE B(1.6-1.8 M) RESET FENCING, TYPE B(2.2-2.4 M)STANDARD FENCING, TYPE B(2.2-2.4M)W/BARB ATTACH FENCING,TYPE B (2.5-3.1M) W/BARB ATTMT FENCING,TYPE R (2.5-3.1M) PARTIAL ENCL FENCING, SPECIAL(0.0-1.5M) FENCING, SPECIAL (1.6-1.8M) FENCING, SPECIAL(2.2-2.4M) GATE (TYPE B)(SINGLE)( 0-2.0M OPENING) GATE (TYPE B)(SINGLE)( 2.1-4.0M OPENING) GATE (TYPE B)(DOUBLE)( 0-2.0M OPENING) GATE (TYPE B)(DOUBLE(4.1-6.0M OPENING) GATE (TYPE B)(DOUBLE(7.1-8.0M OPENING) GATE (TYPE B)SLIDE/CANT(4.1-6.0M OPEN) GATE (TYPE B)SLIDE/CANT(6.1-7.0M OPEN) GATE (TYPE B)SLIDE/CANT(7.1-8.0M OPEN) GATE (SPECIAL)(SLID/CANTL)(7.1-8.0M) FENCING,TYPE R(PED OVERPASS)FULL ENCL FENCING,TYPE R(PED OVERPASS)PARTIAL ENC FENCING (SPECIAL) FENCING, SPECIAL (TYPE 1) FENCING, SPECIAL (TYPE 2) FENCING, SPECIAL (TYPE 3) FENCE (RESET EXISTING) (TYPE A) FENCE (RESET EXISTING) (TYPE B) FENCE (RESET EXISTING) (SPECIAL) FENCE GATE (TYP A) (SINGLE) (1M OPENING) FENCE GATE (TYP A) (SINGLE) (2M OPENING) FENCE GATE (TYP A) (SINGLE) (3M OPENING) FENCE GATE (TYP A) (DOUBLE) (3M OPENING) FENCE GATE (TYP A) (SINGLE) (4M OPENING) FENCE GATE (TYP A) (DOUBLE) (4M OPENING) FENCE GATE (TYP A) (SINGLE) (5M OPENING) FENCE GATE (TYP A) (DOUBLE) (5M OPENING) 213 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2555 2555 2555 2555 2555 2555 2555 2556 2556 75061 75062 75072 75082 75092 76 11 76 21 76 22 76 31 76 32 76 41 76 42 76 51 76 52 76 61 76 62 76 72 76 82 76 92 76102 79 3 79 4 79 5 79 6 79 7 79 36 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 1 1 3 2 Weighted Average $58.37 Total Amount $39,707.50 Total Quantity 680.300 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y FENCE GATE (TYPE A)(SINGLE)( 6M OPENING) FENCE GATE (TYP A) (DBL 3M)( 6M OPENING) FENCE GATE (TYP A) (DOUBLE) (7M OPENING) FENCE GATE (TYP A) (DOUBLE) (8M OPENING) FENCE GATE (TYP A) (DOUBLE) (9M OPENING) FENCE GATE (TYP B) (SINGLE) (1M OPENING) FENCE GATE (TYP B) (SINGLE) (2M OPENING) FENCE GATE (TYP B) (DOUBLE) (2M OPENING) FENCE GATE (TYP B) (SINGLE) (3M OPENING) FENCE GATE (TYP B) (DOUBLE) (3M OPENING) FENCE GATE (TYP B) (SINGLE) (4M OPENING) FENCE GATE (TYP B) (DOUBLE) (4M OPENING) FENCE GATE (TYP B) (SINGLE) (5M OPENING) FENCE GATE (TYP B) (DOUBLE) (5M OPENING) FENCE GATE (TYP B) (SINGLE) (6M OPENING) FENCE GATE (TYP B) (DOUBLE) (6M OPENING) FENCE GATE (TYP B) (DOUBLE) (7M OPENING) FENCE GATE (TYP B) (DOUBLE) (8M OPENING) FENCE GATE (TYP B) (DOUBLE) (9M OPENING) FENCE GATE (TYP B) (DBL) (10M OPENING) FENCE GATE(SLIDING,F&I,CANT 3.0-3.9M FENCE GATE(SLIDING,F&I,CANT 4.0-4.9M FENCE GATE(SLIDING,F&I,CANT 5.0-5.9M FENCE GATE(SLIDING,F&I,CANT 6.0-6.9M FENCE GATE(SLIDING,F&I,CANT 7.0-7.9M FENCE GATE(SLIDING,F&I,CANTILEVER 3.6M) DIRECTIONAL BORE (LESS THAN 150MM) DIRECTIONAL BORE (150MM TO <300MM) DIRECTIONAL BORE (300MM TO <450MM) DIRECTIONAL BORE (450MM TO <600MM) DIRECTIONAL BORE (600MM TO <900MM) DIRECTIONAL BORE ( 900MM TO <1200MM) DIRECTIONAL BORE (1200MM TO <1500MM) JACK AND BORE (<150MM) JACK AND BORE (300MM TO <450MM) 214 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2556 1 4 2556 1 5 2556 1 6 2556 1 7 2556 1 8 2556 1 9 2556 1 10 2560 1 2561 1 2563 3 2563 4 2570 1 2570 2 2570 3 2570 3 1 2570 4 2570 5 2570 9 2570 10 2570 12 2571 1 11 2571 1 12 2573 1 2573 2 2573 3 2573 4 2575 1 2575 1 1 2575 1 2 2575 1 3 2575 1 4 2575 1 5 2575 1 6 2577 70 2580 1 1 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $.50 $10.00 $5,607.50 $200.00 11,215.000 20.000 1 3 3 1 $55.00 $268.35 $.99 $2.00 $555.50 $5,593.00 $9,970.40 $50.00 10.100 20.842 10,109.000 25.000 1 $12.00 $3,780.00 315.000 2 2 $1.94 $1.97 $180,049.70 $515,881.50 92,882.000 261,430.000 1 $3.09 $49,276.23 15,947.000 1 1 2 $2.50 $1.00 $161,629.72 $1,122.50 $8,683.00 $323,259.43 449.000 8,683.000 2.000 Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 MT MT M2 M2 M2 M2 KG KG MT MT KL KG KG M2 M2 M2 KG KG KG M2 M2 M2 M2 M2 M2 M2 M2 LS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y JACK AND BORE (450MM TO <600MM) JACK AND BORE(600MM TO <900MM) JACK AND BORE (900MM TO <1200MM) JACK AND BORE (1200MM TO <1500MM) JACK AND BORE (1500MM TO <1800MM) JACK AND BORE (1800MM TO <2100MM) JACK AND BORE (2100MM TO <2400MM) PAINTING STRUCTURAL STEEL PAINTING STRUCT STEEL (INORGANIC ZINC) ANTI-GRAFFITI COATING(SACRIFICIAL) ANTI-GRAFFITI COATING(NON SACRIFICIAL) SEEDING SEEDING AND MULCHING SEED GRASS (PERMANENT TYPE) SEED GRASS (PERM TYP ARGENTINE BAHIA) MULCH MATERIAL FERTILIZER WATER FOR GRASSING SEED GRASS (QUICK-GROWING TYPE) WILDFLOWER SEED PLASTIC EROSION MAT (TRM)(TYPE 1) PLASTIC EROSION MAT (TRM)(TYPE 2) HYDRO-SEEDING GRASS SEED (FOR HYDRO-SEEDING) FERTILIZER (FOR HYDRO-SEEDING) FIBER MULCH (FOR HYDRO-SEEDING) SODDING SODDING (BAHIA) SODDING (CENTIPEDE) SODDING (ARGENTIA BAHIA) SODDING (SAINT AUGUSTINE) SODDING (OVERLAPPED) SODDING (BERMUDA) SHOULDER REWORK LANDSCAPE COMPLETE (SMALL PLANTS) 215 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2580 1 2 2580173 2580258 2580327 1 2580327 2 2580332 1 2580332 2 2580334 2580336 2580340 1 2580340 2 2581 1 2581 2 2581 3 2581 4 2582 1 2582 2 2582 3 2582 4 2582 5 2583 1 2583 2 2583 3 2583 4 2583 5 2583 6 2583 7 2584 1 2584 2 2584 3 2585 1 2585 2 2590 70 2604 1 11 2604 1 12 No. of Conts Weighted Average Total Amount Total Quantity 4 $104,353.50 $417,414.00 4.000 Unit Meas Obs? Description LS M2 MT EA EA EA EA EA EA M1 M1 EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA LS EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LANDSCAPE COMPLETE (LARGE PLANTS) BED PREPARATION & MULCHING ROCK BOULDERS TREE RELOCATION (PALMS) SMALL TREE,SHRUBS OR GRD COVER RELOC TREE REMOVAL (WITH TREE SPADE) TREE REMOVAL (CUT & REMOVE) TREE PLANTING PIT COVER PRUNNING & TRIMMING (EXISTING TREES) TREE PROTECTION (BATTERBOARD) TREE PROTECTION (TRENCHING) GRD COVER (SEEDLINGS, ROOTED CUTTINGS) GROUND COVER (100MM POT/PLUG) GROUND COVER ( 4 LITER CONTAINER) GROUND COVER (19 LITER CONTAINER) SHRUBS ( 4 LITER CONTAINER) SHRUBS (11 LITER CONTAINER) SHRUBS (19 LITER CONTAINER) SHRUBS (26 LITER CONTAINER) SHRUBS (57 OR > LITER CONTAINER) TREE ( 4 LITER CONTAINER) TREE (11 LITER CONTAINER) TREE (19 LITER CONTAINER) TREE (26 LITER CONTAINER) TREE (38 LITER CONTAINER) TREE (57 LITER CONTAINER) TREE (114 OR > LITER CONTAINER) PALM SGL TRUNK( 19 LITER CONTAINER) PALM SGL TRNK(2.4 M-6.1 M HT/CLR TRNK) PALM SGL TRNK(6.2 M-17.1 M HT/CLR TRNK) PALMS CLUMP TYP(2.4-6.1M HT OR CLR TRNK) PALMS CLUMP TYP(6.2-17.1M HT OR CLR TRNK IRRIGATION SYSTEM DATA COLLECTION @ INTERSECT (TURN COUNT) DATA COLECT @ INTERSECT (APPROACH COUNT) 216 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2604 2604 2604 2604 2604 2604 2604 2604 2604 2604 2604 2604 2604 2604 2604 2604 2604 2604 2604 2604 2604 2604 2630 2630 2630 2630 2630 2630 2630 2630 2630 2632 2632 2632 2632 1 22 2 11 2 29 2 34 2 43 2 45 2 55 2 63 2033 2052 2053 2056 2066 2076 2085 2111 2112 2530 2700 3 1 3 2 3 3 1 11 1 12 1 13 1 14 1 15 1 21 1 22 1 23 1 24 6 1 6 3 6 4 7 1 Weighted Average Total Amount Total Quantity 3 2 $18.93 $64.09 $85,290.43 $362,879.27 4,506.400 5,661.700 1 $65.00 $10,660.00 164.000 1 $5.00 $745.00 149.000 1 $6.30 $441.00 70.000 4 $2,804.98 $67,319.53 24.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA PI PI PI M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 PI Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y DATA COLECT @ MID-BLOCK (APPROACH COUNT) ANAL&DOC( 1 INTERSECT)(1 TIMING PATTERN) ANAL&DOC( 2 INTERSECT)(9 TIMING PATTERN) ANAL&DOC( 3 INTERSECT)(4 TIMING PATTERN) ANAL&DOC( 4 INTERSECT)(3 TIMING PATTERN) ANAL&DOC( 4 INTERSECT)(5 TIMING PATTERN) ANAL&DOC( 5 INTERSECT)(5 TIMING PATTERN) ANAL&DOC( 6 INTERSECT)(3 TIMING PATTERN) ANAL&DOC( 3 INTERSECT)(3 TIMING PATTERN) ANAL&DOC( 5 INTERSECT)(2 TIMING PATTERN) ANAL&DOC( 5 INTERSECT)(3 TIMING PATTERN) ANAL&DOC( 5 INTERSECT)(6 TIMING PATTERN) ANAL&DOC( 6 INTERSECT)(6 TIMING PATTERN) ANAL&DOC( 7 INTERSECT)(6 TIMING PATTERN) ANAL&DOC( 8 INTERSECT)(5 TIMING PATTERN) ANAL&DOC(11 INTERSECT)(1 TIMING PATTERN) ANAL&DOC(11 INTERSECT)(2 TIMING PATTERN) ANAL&DOC(53 INTERSECT)(0 TIMING PATTERN) ANAL&DOC(70 INTERSECT)(0 TIMING PATTERN) TIMING IMPLEMENTATION (CONTROLLER) TIMING IMPL (CONTROLLER & COORDINAT) TIMING IMPLEMENTATION (MASTE CLOCK UNIT) CONDUIT (FURNISH & INSTALL)(ABOVEGROUND) CONDUIT (FURNISH & INSTALL)(UNDERGROUND) CONDUIT (FURNISH & INSTALL)(UNDER PAVT) CONDUIT (FURNISH & INSTALL)(UG - JACKED) CONDUIT (FURNISH & INSTALL)(BRIDGE MNT) CONDUIT (FURNISH) (ABOVEGROUND) CONDUIT (FURNISH) (UNDERGROUND) CONDUIT (FURNISH) (UNDER PAVEMENT) CONDUIT (FURNISH) (UNDERGROUND - JACKED) CABLE (SIGNAL) (FURNISH & INSTALL) CABLE (SIGNAL) (INSTALL) CABLE (SIGNAL) (ADJUST) CABLE (SIGNAL) (FURNISH & INSTALL) 217 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2632 7 4 2632 8111 2632 8112 2632 8131 2632 8132 2632 8211 2632 8212 2632 8221 2632 8231 2632 8232 2632 8312 2632 8331 2632 8411 2632 8412 2632 8432 2633111 1 2633112 1 2633113 1 2633113 2 2633121 1 2633121 2 2633121 3 2633122 1 2633122 2 2633122 3 2633123 1 2633123 2 2633132 1 2633132 3 2633133 1 2633311 1 2633311 2 2633312 1 2633312 2 2633321 1 No. of Conts Weighted Average Total Amount Total Quantity 2 $6.27 $2,694.30 429.400 2 $6.01 $13,937.40 2,319.000 Unit Meas Obs? Description PI M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE (SIGNAL) (ADJUST) (INTERCONNECT)(F&I) (AERIAL) (INTERCONNECT)(F&I) (UNDERGROUND) (INTERCONNECT)(INS) (AERIAL) (INTERCONNECT)(INS) (UNDERGROUND) (ICONN)(F&I)( 1- 25 PR) (AERIAL) (INTERCONNECT)(F&I)( 1- 25 PR)(UG) (ICONN)(FUR)( 1- 25 PR) (AERIAL) (ICONN)(INS)( 1- 25 PR) (AERIAL) (INTERCONNECT)(INS)( 1- 25 PR)(UG) (INTERCONNECT)(F&I)(26- 50 PR)(UG) (ICONN)(INS)(26- 50 PR)(AERIAL) (ICONN)(F&I)(51-100 PR) (AERIAL) (INTERCONNECT)(F&I)(51-100 PR)(UG) (INTERCONNECT)(INS)(51-100 PR)(UG) FIB OPT(F&I)(AERIAL)SM( 1- 25 PR) FIB OPT(F&I)(AERIAL)MM( 1- 25 PR) FIB OPT(F&I)(AERIAL)CP( 1- 25 PR) FIB OPT(F&I)(AERIAL)CP( 26- 50 PR) FIBER OPTIC(F&I)(UG) SM( 1- 25 PR) FIB OPT(F&I)(UG) SM( 26- 50 PR) FIB OPT(F&I)(UG) SM( 51-100 PR) FIBER OPTIC(F&I)(UG) MM( 1- 25 PR) FIB OPT(F&I)(UG)MULTI M(26- 50 PR) FIB OPT(F&I)(UG) MM( 51-100 PR) FIBER OPTIC(F&I)(UG) CP( 1- 25 PR) FIB OPT(F&I)(UG) CP( 26- 50 PR) FIBER OPTIC(F&I)(DP) MM( 1- 25 PR) FIB OPT(F&I)(DP) MM( 51-100 PR) FIBER OPTIC(F&I)(DP) CP( 1- 25 PR) FIB OPT(INS)(AERIAL)SM( 1- 25 PR) FIB OPT(INS)(AERIAL)SM( 26- 50 PR) FIB OPT(INS)(AERIAL)MM( 1- 25 PR) FIB OPT(INS)(AERIAL)MM( 26- 50 PR) FIBER OPTIC(INS)(UG) SM( 1- 25 PR) 218 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2633321 3 2633322 1 2633331 1 2634 4112 2634 4113 2634 4114 2634 4122 2634 4412 2634 4413 2634 4414 2634 5 1 2634 6 1 2635 1 11 2635 1 12 2635 1 13 2635 1 14 2635 1 15 2635 1 16 2635 1 31 2635 1 33 2639 1 11 2639 1 12 2639 1 13 2639 1 21 2639 1 22 2639 1 23 2639 2 1 2639 2 2 2639 2 3 2639 3 11 2639 3 12 2641 1 2641 11 4 2641 11 9 2641 11 05 No. of Conts Weighted Average Total Amount Total Quantity 3 $399.79 $142,324.84 356.000 1 $1,287.00 $12,870.00 10.000 1 1 $700.00 $1,366.90 $4,200.00 $15,035.90 6.000 11.000 1 3 $675.00 $4.16 $4,725.00 $15,860.94 7.000 3,817.200 Unit Meas Obs? Description M1 M1 M1 PI PI PI PI PI PI PI M1 M1 EA EA EA EA EA EA EA EA AS AS AS AS AS AS M1 M1 M1 EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CABLE FIBER OPTIC(INS)(UG) SM(51-100 PR) CABLE FIBER OPTIC(INS)(UG) MM( 1- 25 PR) CABLE FIBER OPTIC(INS)(DP) SM( 1- 25 PR) SPAN WIRE ASM (F&I)(2 WIRE) (DIAGONAL) SPAN WIRE ASSEMBLY (F&I)(2 WIRE) (BOX) SPAN WIRE ASSEMBLY (F&I)(2 WIRE) (OTHER) SPAN WIRE ASM (F&I)(3 WIRE) (DIAGONAL) SPAN WIRE ASM (ADJ)(2 WIRE) (DIAGONAL) SPAN WIRE ASSEMBLY (ADJ)(2 WIRE) (BOX) SPAN WIRE ASSEMBLY (ADJ)(2 WIRE) (OTHER) INSULATOR FIBERGLASS (FURNISH & INSTALL) MESSENGER WIRE (F&I) PULL & JUNCTION BOXES (F&I) (PULL BOX) PULL & JB (F&I) (AERIAL JUNCTION BOX) PULL & JB (F&I)(MNT JUNCTION BOX) PULL & JB (F&I) (TELEPH TERMN ASSEM) PULL & JB (F&I) (FIBER OPTICS) PULL & JB (F&I) (SPECIAL) PULL & JUNCTION BOXES (INS) (PULL BOX) PULL & JB (INS)(MNT JUNCTION BOX) ELECTRICAL POWER SERVICE (OVERHEAD) ELECTRICAL POWER SERVICE (OVERHEAD) ELECTRICAL POWER SERVICE (OVERHEAD) ELECTRICAL POWER SERVICE (UNDERGROUND) ELECTRICAL POWER SERVICE (UNDERGROUND) ELECTRICAL POWER SERVICE (UNDERGROUND) ELECTRICAL SERVICE WIRE (F&I) ELECTRICAL SERVICE WIRE (FURNISH) ELECTRICAL SERVICE WIRE (INSTALL) ELECTRICAL SERVICE DISCONNECT (POLE) ELECTRICAL SERVICE DISCONNECT (CABINET) GUYING CONCRETE STRAIN POLES PREST CONC POLE (F&I W/FDN 4M TYP N-II ) PREST CONC POLE (F&I W/FDN 9M TYP N-II ) PREST CONC POLE (F&I W/FDN 5M TYP N-II ) 219 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 11 11 11 11 11 12 12 12 13 13 13 13 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 16 16 16 16 16 16 16 16 08 10 11 12 30 9 11 12 10 11 12 15 11 12 13 14 15 16 17 18 11 12 13 14 15 16 17 11 12 13 14 15 16 17 18 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST CONC POLE (F&I W/FDN 8M TYP N-II ) CNC POLE (F&I W/FDN 10M TYP N-II ) CNC POLE (F&I W/FDN 11M TYP N-II ) CNC POLE (F&I W/FDN 12M TYP N-II ) CNC POLE (F&I W/FDN 30M TYP N-II ) CONC POLE (F&I W/FDN 9M TYP N-III) CNC POLE (F&I W/FDN 11M TYP N-III) CNC POLE (F&I W/FDN 12M TYP N-III) CNC POLE (F&I W/FDN 10M TYP N-IV ) CNC POLE (F&I W/FDN 11M TYP N-IV ) CNC POLE (F&I W/FDN 12M TYP N-IV ) CNC POLE (F&I W/FDN 15M TYP N-IV ) CONC POLE (F&I W/FDN 11M TYP N-V ) CONC POLE (F&I W/FDN 12M TYP N-V ) CONC POLE (F&I W/FDN 13M TYP N-V ) CONC POLE (F&I W/FDN 14M TYP N-V ) CONC POLE (F&I W/FDN 15M TYP N-V ) CONC POLE (F&I W/FDN 16M TYP N-V ) CONC POLE (F&I W/FDN 17M TYP N-V ) CONC POLE (F&I W/FDN 18M TYP N-V ) CNC POLE (F&I W/FDN 11M TYP N-VI ) CNC POLE (F&I W/FDN 12M TYP N-VI ) CNC POLE (F&I W/FDN 13M TYP N-VI ) CNC POLE (F&I W/FDN 14M TYP N-VI ) CNC POLE (F&I W/FDN 15M TYP N-VI ) CNC POLE (F&I W/FDN 16M TYP N-VI ) CNC POLE (F&I W/FDN 17M TYP N-VI ) CNC POLE (F&I W/FDN 11M TYP N-VII) CNC POLE (F&I W/FDN 12M TYP N-VII) CNC POLE (F&I W/FDN 13M TYP N-VII) CNC POLE (F&I W/FDN 14M TYP N-VII) CNC POLE (F&I W/FDN 15M TYP N-VII) CNC POLE (F&I W/FDN 16M TYP N-VII) CNC POLE (F&I W/FDN 17M TYP N-VII) CNC POLE (F&I W/FDN 18M TYP N-VII) 220 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 2641 16 16 17 17 17 17 17 18 18 18 18 18 18 18 18 30 41 41 41 41 41 41 41 41 41 42 42 42 43 43 45 45 45 46 46 Weighted Average Total Amount Total Quantity 19 20 15 16 17 18 20 11 12 14 15 16 17 18 19 1 3 4 8 9 10 11 12 16 4 9 10 3 12 12 13 15 15 16 1 $800.00 $4,800.00 6.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST PREST CNC POLE (F&I W/FDN 19M TYP N-VII) CNC POLE (F&I W/FDN 20M TYP N-VII) CNC POLE (F&I W/FDN 15M TYP N-VIII CNC POLE (F&I W/FDN 16M TYP N-VIII CNC POLE (F&I W/FDN 17M TYP N-VIII CNC POLE (F&I W/FDN 18M TYP N-VIII CNC POLE (F&I W/FDN 20M TYP N-VIII CONC POLE (F&I W/FDN 11M SPE) CONC POLE (F&I W/FDN 12M SPE) CONC POLE (F&I W/FDN 14M SPE) CONC POLE (F&I W/FDN 15M SPE) CONC POLE (F&I W/FDN 16M SPE) CONC POLE (F&I W/FDN 17M SPE) CONC POLE (F&I W/FDN 18M SPE) CONC POLE (F&I W/FDN 19M SPE) CONC POLE (INSTALL) CNC POLE(F&I DIR-BUR)(1M TYP.N II) CNC POLE(F&I DIR-BUR)(3M TYP.N II) CNC POLE(F&I DIR-BUR)(4M TYP.N II) CNC POLE(F&I DIR-BUR)(8M TYP.N II) CNC POLE(F&I DIR-BUR)(9M TYP.N II) CNC POLE(F&I DIR-BUR,10M TYP.N II) CNC POLE(F&I DIR-BUR,11M TYP.N II) CNC POLE(F&I DIR-BUR,12M TYP.N II) CNC POLE(F&I DIR-BUR,16M TYP.N II) CNC POLE(F&I DIR-BUR)(4M TYP.NIII) CNC POLE(F&I DIR-BUR)(9M TYP.NIII) CNC POLE(F&I DIR-BUR,10M TYP.NIII) CNC POLE(F&I)DIR-BUR)(3M TYP.N IV) CNC POLE(F&I)DIR-BUR,12M TYP.N IV) CNC POLE(F&I DIR-BUR,12M TYP.N VI) CNC POLE(F&I DIR-BUR,13M TYP.N VI) CNC POLE(F&I DIR-BUR,15M TYP.N VI) CNC POLE(F&I DIR-BUR,15M TYP.NVII) CNC POLE(F&I DIR-BUR,16M TYP.NVII) 221 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2641 48 15 2641 50 2643 1 2643108 2643109 2643110 2643111 2643112 2643113 2643114 2643115 2643116 2643313 2649 1024 2649 1036 2649 1040 2649 1044 2649 1046 2649 1050 2649 1438 2649 1440 2649 1442 2649 1536 2649 1538 2649 1636 2649 1638 2649 1644 2649 1646 2649 11001 2649122512 2649411001 2649411011 2649412002 2649413002 2649413003 No. of Conts 1 Weighted Average $15,000.00 Total Amount $15,000.00 Total Quantity 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PREST CONC POLE (F&I DIR-BUR)(15M SPE) PREST CONC POLE (INS DIRECT-BURIAL) GUYING WOOD STRAIN POLES STRAIN POLE WOOD (F&I)( 8M) STRAIN POLE WOOD (F&I)( 9M) STRAIN POLE WOOD (F&I)(10M) STRAIN POLE WOOD (F&I)(11M) STRAIN POLE WOOD (F&I)(12M) STRAIN POLE WOOD (F&I)(13M) STRAIN POLE WOOD (F&I)(14M) STRAIN POLE WOOD (F&I)(15M) STRAIN POLE WOOD (F&I)(16M) STRAIN POLE WOOD (INSTALL)(13M) STEEL STRAIN POLE(F&I)(SPECIAL)(24') STEEL STRAIN POLE(F&I)(SPECIAL)(36') STEEL STRAIN POLE(F&I)(SPECIAL)(40') STEEL STRAIN POLE(F&I)(SPECIAL)(44') STEEL STRAIN POLE(F&I)(SPECIAL)(46') STEEL STRAIN POLE(F&I)(SPECIAL)(50') STEEL STR PLS (F&I) (TYP NS-VII) (38') STEEL STR PLS (F&I) (TYP NS-VII) (40') STEEL STR PLS (F&I) (TYP NS-VII) (42') STEEL STR POLE(F&I)(TYP NS-VIII)(36') STEEL STR POLE(F&I)(TYP NS-VIII)(38') STEEL STR PLS (F&I) (TYP NS-IX) (36') STEEL STR POLE(F&I)(TYP NS-IX)(38') STEEL STR PLS (F&I) (TYP NS-IX) (44') STEEL STR PLS (F&I) (TYP NS-IX) (46') STEEL MONOTUBE ASSEMBLY(F&I)SPECIAL M/ARM F&I DBL ARM,1ST A2,2NDSPL,POLESPL M/ARM (F&I/HI LOAD)1ST(B1)2ND(0)POLE(Q1) M/ARM (F&I/HI LOAD)1ST(B1)2ND(0)POLE(SP) M/ARM(F&I/HL)SGL ARM1ST(B2)2ND(0)POL(Q2) M/ARM (F&I/HI LOAD)1ST(B3)2ND(0)POLE(Q2) M/ARM(F&I/HL)SGLARM1ST(B3)2ND(0)POLE(Q3) 222 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2649415003 2649416004 2649417006 2649422203 2649423102 2649425203 2649425504 2649426504 2649427606 2649433008 2649435009 2649436010 2649440 2649515003 2649516004 2649517006 2649540 2649711001 2649711011 2649713002 2649713008 2649715003 2649716004 2649717006 2649721101 2649721404 2649723102 2649724403 2649725203 2649725504 2649726504 2649731007 2649733008 2649735009 2649736010 No. of Conts Weighted Average Total Amount Total Quantity 2 1 1 $20,571.43 $22,000.00 $30,000.00 $144,000.00 $44,000.00 $30,000.00 7.000 2.000 1.000 1 $24,000.00 $24,000.00 1.000 1 $30,000.00 $30,000.00 1.000 2 $27,000.00 $81,000.00 3.000 2 $11,719.93 $128,919.25 11.000 2 $13,512.16 $175,658.08 13.000 2 1 1 1 $16,518.15 $17,975.00 $19,208.00 $18,326.68 $165,181.48 $17,975.00 $19,208.00 $18,326.68 10.000 1.000 1.000 1.000 1 $22,833.00 $22,833.00 1.000 1 1 $15,988.46 $18,443.81 $47,965.38 $18,443.81 3.000 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y M/ARM (F&I/HI LOAD)1ST(B5)2ND(0)POLE(Q3) M/ARM (F&I/HI LOAD)1ST(B6)2ND(0)POLE(Q4) M/ARM (F&I/HI LOAD)1ST(B7)2ND(0)POLE(Q6) M/ARM(F&I/HL)DBLARM1ST(B2)2ND(B2)POL(Q3) M/ARM(F&I/HL)(1ST(B3)(2ND(B1)POLE(Q2) M/ARM(F&I/HI LOAD)1ST(B5)2ND(B2)POLE(Q3) M/ARM(F&I/HI LOAD)1ST(B5)2ND(B5)POLE(Q4) M/ARM(F&I/HI LOAD)1ST(B6)2ND(B5)POLE(Q4) M/ARM (F&I/HI LOAD)(DBL ARM)1ST(B7)2ND M/ARM(F&I/HL)SGLARM1ST(B3)2ND(0)POLE-Q22 M/ARM(F&I/HL)SGLARM1ST(B5)2ND(0)POLE-Q23 M/ARM(F&I/HL)SGLARM1ST(B6)2ND(0)POLE-Q24 M/ARM (F&I/HIGH LOAD)(SPECIAL DESIGN) M/ARM(FUR/HL)SGLARM1ST(B5)2ND(0)POLE-Q3 M/ARM(FUR/HL)SGLARM1ST(B6)2ND(0)POLE-Q4 M/ARM(FUR/HL)SGLARM1ST(B7)2ND(0)POLE-Q6 M/ARM(FUR/HL) SPECIAL DESIGN M/ARM(F&I/RL)(SI ARM W/OLUM)(C1)(NO)(R1) M/ARM(F&I/RL)(SI ARM W/OLUM)(C1)(NO)SPL M/ARM(F&I/RL)(SI ARM W/OLUM)(C3)(NO)(R2) M/ARM(F&I/RL)(SI ARM W/OLUM)(C3)(R22 LU) M/ARM(F&I/RL)(SI ARM W/OLUM)(C5)(NO)(R3) M/ARM(F&I/RL)(SI ARM W/OLUM)(C6)(NO)(R4) M/ARM(F&I/RL)(SI ARM W/OLUM)(C7)(NO)(R6) M/ARM(F&I/RL)DBLARM1ST(C1)2ND(C1)POL(R1) M/ARM(F&I/RL)DBL ARM W/OLUM(C1)(C4)(R4) M/ARM(F&I/RL)DBLARM1ST(C3)2ND(C1)POL(R2) M/ARM(F&I/RL)DBLARM1ST(C4)2ND(C4)POL(R3) M/ARM(F&I/RL)DBLARM1ST(C5)2ND(C2)POL(R3) M/ARM(F&I/RL)DBLARM1ST(C5)2ND(C5)POL(R4) M/ARM(F&I/RL)DBLARM1ST(C6)2ND(C5)POL(R4) M/ARM(F&I/RL)(SGL ARM W/LM)(C1)(0)(R21L) M/ARM(F&I/RL)SGLARM1ST(C3)2ND(0)POL(R22) M/ARM(F&I/RL)SGLARM1ST(C5)2ND(0)POL(R23) M/ARM(F&I/RL)SGLARM1ST(C6)2ND(0)POL(R24) 223 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2649737006 2649740 2650 51111 2650 51112 2650 51113 2650 51121 2650 51122 2650 51131 2650 51142 2650 51151 2650 51211 2650 51311 2650 51312 2650 51313 2650 51321 2650 51322 2650 51323 2650 51331 2650 51332 2650 51333 2650 51411 2650 51413 2650 51421 2650 51511 2650 51512 2650 51513 2650 51521 2650 51911 2650 52311 2650 53311 2650 53411 2650 53511 2650 54311 2650 54321 2650 54331 No. of Conts Weighted Average Total Amount Total Quantity 1 $22,726.85 $45,453.70 2.000 3 $586.64 $58,077.19 99.000 1 $700.00 $40,600.00 58.000 3 $805.59 $5,639.16 7.000 3 $958.43 $20,127.04 21.000 1 $1,200.00 $8,400.00 7.000 Unit Meas Obs? Description EA EA AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y M/ARM(F&I/RL)SGLARM1ST(C7)2ND(0)POL(R6) M/ARM (F&I/REDUCED LOAD)(SPECIAL DESIGN) SGNL TRAF (F&I) STD(1 SECT)(1 DIRECTION) SGNL TRAF (F&I) LW (1 SECT)(1 DIRECTION) SGNL TRAF (F&I)SPE (1 SECT)(1 DIRECTION) SGNL TRAF (F&I) STD(1 SECT)(2 DIRECTION) SGNL TRAF (F&I) LW(1 SECT)(2 DIRECTION) SGNL TRAF (F&I) STD(1 SECT)(3 DIRECTION) SGNL TRAF (F&I) LW(1 SECT)(4 DIRECTION) SGNL TRAF (F&I) STD(1 SECT)(5 DIRECTION) SGNL TRAF (F&I) STD(2 SECT)(1 DIRECTION) SGNL TRAF (F&I) STD(3 SECT)(1 DIRECTION) SGNL TRAF (F&I) LTW(3 SECT)(1 DIRECTION) SGNL TRAF (F&I)SPE (3 SECT)(1 DIRECTION) SGNL TRAF (F&I) STD(3 SECT)(2 DIRECTION) SGNL TRAF (F&I)LTW(3 SECT)(2 DIRECTION) SGNL TRAF (F&I)SPE(3 SECT)(2 DIRECTION) SGNL TRAF (F&I) STD(3 SECT)(3 DIRECTION) SIGNAL TRAFFIC (F&I)LT WT(3 SECT)(3 DIR) SGNL TRAF (F&I)SPE(3 SECT)(3 DIRECTION) SGNL TRAF (F&I) STD(4 SECT)(1 DIRECTION) SIGNAL TRAF (F&I)STD(4 SECT)(3 DIRECT) SGNL TRAF (F&I) STD(4 SECT)(2 DIRECTION) SGNL TRAF (F&I) STD(5 SECT)(1 DIRECTION) SGNL TRAF (F&I) LTW(5 SECT)(1 DIRECTION) SGNL TRAF (F&I)SPE (5 SECT)(1 DIRECTION) SGNL TRAF (F&I) STD(5 SECT)(2 DIRECTION) SGNL TRAF (F&I) STD(9 SECT)(1 DIRECTION) SGNL TRAF (FUR) STD(3 SECT)(1 DIRECTION) SGNL TRAF (INS) STD(3 SECT)(1 DIRECTION) SGNL TRAF (INS) STD(4 SECT)(1 DIRECTION) SGNL TRAF (INS) STD(5 SECT)(1 DIRECTION) SGNL TRAF (REL) STD(3 SECT)(1 DIRECTION) SGNL TRAF (REL) STD(3 SECT)(2 DIRECTION) SGNL TRAF (REL) STD(3 SECT)(3 DIRECTION) 224 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2650 54511 2653111 2653112 2653113 2653121 2653141 2653142 2653151 2653171 2653172 2653173 2653181 2653182 2653311 2653312 2653371 2653381 2659101 2659103 2659104 2659106 2659107 2659108 2659109 2659110 2659112 2659118 2659119 2659120 2659301 2659307 2659308 2659309 2659318 2660 1101 No. of Conts Weighted Average Total Amount Total Quantity 2 $729.44 $24,801.00 34.000 3 1 $664.11 $900.00 $50,472.00 $2,700.00 76.000 3.000 2 $100.00 $6,000.00 60.000 1 3 $6.00 $822.54 $1,110.00 $30,433.93 185.000 37.000 2 $176.25 $1,410.00 8.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGNL TRAF (REL) STD(5 SECT)(1 DIRECTION) SGNL PED (F&I)(305MM INCANDESCENT) SGNL PED (F&I)(305MM INCANDESCENT) SGNL PED (F&I)(305 MM INCANDESENT) SIGNAL PEDESTRIAN (F&I)(305 MM FO/1 WAY) SIGNAL PEDESTRIAN (F&I)(NEON) (1 WAY) SIGNAL PEDESTRIAN (F&I)(NEON) (2 WAY) SGNL PED (F&I)(23MM / INCAND)1 WAY SGNL PED (F&I)(NEON INT SYS LOW WATT) SGNL PED (F&I)(NEON INT SYS LOW WATT) SGNL PED (F&I)(NEON INT SYS LOW WATT) SGNL PED (F&I)(LED) (1 WAY) SGNL PED (F&I)(LED) (2 WAY) SGNL PED (INS)(305MM INCANDESCENT) SGNL PED (INS/305MM INCANDESCENT 2WY) SGNL PED (INS)(230MM INCANDESCENT) SGNL PEDESTRIAN (INS)(OPTICALLY PROGMED) SIGNAL HEAD AUXILARIES (BACK PLATE) SGNL HEAD AUXILARIES (DISCONNECT HANGER) SIGNAL HEAD AUXILARIES (SIGNAL LAMP) SIGNAL HEAD AUXILARIES (TUNNEL VISOR) SGNL HEAD AUXILARIES (ALUMINUM PEDESTAL) SIGNAL HEAD AUXILARIES (STEEL PEDESTAL) SGNL HEAD AUXILARIES (CONC. PED TYP-II) SIGNAL HEAD AUXILARIES (LOUVERS) SGNL HEAD AUXILARIES (MOUNTING BRACKET) SGNL HEAD AUXARIES (BACK PLT 5 SECT CLU) SGNL HEAD AUX(STROBE LI FOR RED IND) SGNL HEAD AUX(F&I)(LED MODULE) SIGNAL HEAD AUXILARIES (BACK PLATE) SGNL HEAD AUXILARIES(INS)(ALUMINUM PED) SIGNAL HEAD AUXILARIES (STEEL PEDESTAL) SGNL HEAD AUXILARIES (CONC PED TYP II) SGNL HEAD AUXARIES (BACK PLT 5 SECT CLU) LOOP DETECTOR INDUCTIVE (F&I) (TYPE 1) 225 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2660 2660 2660 2660 2660 2660 2660 2660 2660 2660 2660 2660 2660 2660 2660 2660 2660 2660 2660 2663 2663 2665 2665 2665 2665 2665 2668 2668 2668 2668 2668 2668 2668 2670 2670 1102 1103 1104 1105 1106 1107 1108 1109 1110 1111 1112 2101 2102 2103 2104 2105 2106 2107 2306 74 11 74 12 11 12 13 31 33 12 13 14 15 16 33 34 4 1 5110 Weighted Average Total Amount Total Quantity 4 2 $157.53 $183.50 $15,595.02 $1,835.00 99.000 10.000 2 1 $828.09 $550.00 $42,232.76 $29,150.00 51.000 53.000 2 $724.77 $46,385.00 64.000 4 $130.65 $10,452.18 80.000 1 $125.00 $1,000.00 8.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA AS AS AS AS AS AS AS AS EA EA EA EA EA EA EA EA EA EA EA EA EA EA AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LOOP DETECTOR INDUCTIVE (F&I) (TYPE 2) LOOP DETECTOR INDUCTIVE (F&I) (TYPE 3) LOOP DETECTOR INDUCTIVE (F&I) (TYPE 4) LOOP DETECTOR INDUCTIVE (F&I) (TYPE 5) LOOP DETECTOR INDUCTIVE (F&I) (TYPE 6) LOOP DETECTOR INDUCTIVE (F&I) (TYPE 7) LOOP DETECTOR INDUCTIVE (F&I) (TYPE 8) LOOP DETECTOR INDUCTIVE (F&I) (TYPE 9) LOOP DETECTOR INDUCTIVE (F&I) (TYPE 10) LOOP DETECTOR INDUCTIVE (F&I) (TYPE 11) LOOP DETECTOR INDUCTIVE (F&I) (TYPE 12) LOOP ASSEMBLY (F&I) (TYPE A) LOOP ASSEMBLY (F&I) (TYPE B) LOOP ASSEMBLY (F&I) (TYPE C) LOOP ASSEMBLY (F&I) (TYPE D) LOOP ASSEMBLY (F&I) (TYPE E) LOOP ASSEMBLY (F&I) (TYPE F) LOOP ASSEMBLY (F&I) (TYPE G) LOOP ASSEMBLY (INS) (TYPE F) VEH DETECTOR ASSEM (F&I)(OPTICAL TYPE) VEHICLE DETECTOR ASSEM (F&I)(INFARED) DET PED(F&I)(DET STA POLE OR CAB MTD) DET PED (F&I)(DET STA WITH POST) DET PED(F&I)(DET WITH SGN ONLY) DET PED(INS)(DET STA POLE OR CAB MTD) DET PED(INS)(DET WITH SGN ONLY) DET CABINET (F&I)(TYP II)( 675X375X300) DET CABINET (F&I)(TYP III)( 800X500X350) DET CABINET (F&I)(TYP IV)(1200X750X400) DET CABINET (F&I)(TYP V)(1350X950X600) DET CABINET (F&I)(TYP VI)(1850X950X600) DET CABINET(I)(TYP III)( 800X500X350) DET CABINET(I)(TYP IV)(1200X750X400) CNTRL ASSEM FLASHING BEACON (FURN & I) TR CONTROL ASSEMBLY F&I NEMA PRE(NONE) 226 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2670 2670 2670 2670 2670 2670 2670 2670 2670 2670 2670 2670 2670 2670 2670 2670 2670 2670 2670 2671 2671 2671 2671 2671 2671 2671 2671 2678 2678 2678 2678 2678 2678 2678 2678 5111 5112 5120 5121 5122 5130 5131 5210 5211 5310 5311 5312 5320 5321 5322 5330 5410 5411 5412 1 1 1 2 2 11 2 12 2 13 2 41 2 42 2 43 1103 1104 1105 1106 1107 1109 1110 1112 No. of Conts Weighted Average Total Amount Total Quantity 1 1 1 $10,000.00 $14,394.00 $14,394.00 $60,000.00 $86,364.00 $14,394.00 6.000 6.000 1.000 1 $19,331.13 $38,662.26 2.000 1 $2,334.90 $4,669.80 2.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CNTL ASM SS F&I(NEMA) (1 PREEMP PLAN) TR CONTROL ASSEMBLY F&I NEMA PRE(TWO) TR CONTROL ASSEMBLY F&I 170 PRE(NONE) TR CONTROL ASSEMBLY F&I 170 PRE(ONE) TR CONTROL ASSEMBLY F&I 170 PRE(TWO) TR CONTROL ASSEMBLY F&I SPL PRE(NONE) TR CONTROL ASSEM(F&I)(SPL)PRE(ONE) TR CONTROL ASSEMBLY FUR NEMA PRE(NONE) TR CONTROL ASSEMBLY FUR NEMA PRE(ONE) TR CONTROL ASSEMBLY INS NEMA PRE(NONE) TR CONTROL ASSEMBLY INS NEMA PRE(ONE) TR CONTROL ASSEMBLY INS NEMA PRE(TWO) TR CONTROL ASSEMBLY INS 170 PRE(NONE) TR CONTROL ASSEMBLY INS 170 PRE(ONE) TR CONTROL ASSEMBLY INS 170 PRE(TWO) TR CONTROL ASSEMBLY(INS)SPECIAL TR CONTROL ASSEMBLY MOD NEMA PRE(NONE) TR CONTROL ASSEMBLY MOD NEMA PRE(ONE) TR CONTROL ASSEMBLY MOD NEMA PRE(TWO) TRAFFIC CONTROLLER ASSEM (F&I) (NEMA) TRAFFIC CONTROLLER ASSEM (F&I) (170) TRAFFIC CONTROLLER (F&I)(NEMA) TRAFFIC CONTROLLER (F&I)(170) TRAFFIC CONTROLLER (F&I)(SPECIAL) TRAFFIC CONTROLLER (MOD)(NEMA ) TRAFFIC CONTROLLER (MOD)(170) TRAFFIC CONTROLLER(MOD)(SPECIAL) CNTL ACCES(F&I) (TYP 12 CONFLICT MON) CNTRL ACCESSORY(F&I) (LOAD SWITCH) CNTRL ACCESSORY(F&I) (TYPE 1 FLASHER) CNTRL ACCESSORY(F&I) (TYPE 3 FLASHER) CNTRL ACCESSORY(F&I) (TYP 1 TIME SWITCH) CNTRL ACCESSORY(F&I) (TYP 3 TIME SWITCH) CNTRL ACCESSORY(F&I) (TYP 4 TIME SWITCH) CNTRL ACCESSORY(F&I) (MASTER CLOCK UNIT) 227 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2680101 2680104 2680105 2680106 2680107 2680110 2680111 2680113 2680115 2680117 2680119 2680120 2680401 2681101 2681102 2681103 2681104 2681105 2681202 2682101 2682102 2682103 2682401 2683101 2683102 2683103 2683107 2683108 2683207 2683208 2684 11 2684 12 2684 14 2684 24 2684 31 No. of Conts Weighted Average Total Amount Total Quantity 1 $4,000.00 $8,000.00 2.000 1 $450.00 $900.00 2.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA LS LS LS LS LS LS EA EA EA EA LS LS LS LS LS LS LS M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SYSTEM CONTROL EQUIP(F&I)(CPU) SYSTEM CONTROL EQUIP(F&I)(LINE PRINTER) SYS CONTROL EQUIP(F&I)(DISC MEMORY SYS) SYS CONTROL EQUIP(F&I)(COMM INTERFAC) SYS CONTROL EQP(F&I)(DISP MAP INTERFACE) SYS CONTROL EQP(F&I)(CONTROLER CONSOLE) SYS CONTROL EQUIP(F&I)(ROADSIDE MASTER) SYS CNTL EQUIP(F&I)(CENT MICROCOMP ASSM) SYS CNTL EQUIP(F&I)(AUTODIAL) SYSTEM CONTROL EQUIP(F&I)(PRINTER) SYSTEM CONTROL EQUIP(F&I)(MONITOR) SYS CNTL EQP(F&I)(REMOTE MICROPROCESSOR) SYSTEM CONTROL EQUIP(MOD)(CPU) SYSTEM SOFTWARE(F&I)(CPU SOFTWARE) SYS SOFTWR(F&I)(TRAF CNTRL SYS SOFTWR) SYS SOFTWR(F&I)(TRAF MANAGEMENT SOFTWR) SYSTEM SOFTWARE(F&I)(DATA BASE) SYS SOFTWR(F&I,CNTL PATTERNS SOFTWR FEE) SYS SOFTWR(INS)(TRAF CNTRL SYS SOFTWR) SYSTEM DISPLAY (F&I)(CRT DISPLAY) SYSTEM DISPLAY (F&I)(PANEL BOARD MAP) SYSTEM DISPLAY (F&I)(PROJECTED DISPLAY) SYSTEM DISPLAY (MOD)(CRT DISPALY) SYS COMMUNICATIONS (F&I) (FDM FIB OPTS) SYS COMMUNICATIONS (F&I)(TDM-MULTI PAIR) SYSTEM COMMUNICATIONS (F&I)(RADIO) SYS COMMUNICATIONS (SYS COMMUNIC MODEMS) SYS COMMUNICATIONS (F&I)(VOICE EQP) SYS COMMS(FUR) (SYS COMM. MODEMS) SYS COMMUNICATIONS (FUR)(VOICE EQP) SYS COMMUNICATIONS (F&I)(MULTI-PR CABLE) SYS COMMUNICATIONS (F&I)(COAXIAL CABLE) SYS COMMS (F&I)(FIBER-OPTIC CABLE) SYS COMMS (FURNISH)(FIBER-OPTIC CABLE) SYS COMMUNICATIONS (INS)(MULTI-PR CABLE) 228 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2684 34 2685102 2685103 2685105 2685106 2685107 2685118 2685119 2685120 2685124 2685125 2685127 2685128 2685133 2685137 2685139 2685140 2685141 2685142 2685144 2685157 2685160 2685207 2685239 2685240 2685241 2685319 2685320 2685324 2685327 2685328 2686101 2686102 2686103 2686104 No. of Conts Weighted Average Total Amount Total Quantity 2 2 $1,416.95 $1,416.95 $12,752.58 $12,752.58 9.000 9.000 1 1 $350.00 $500.00 $700.00 $3,000.00 2.000 6.000 Unit Meas Obs? Description M1 EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SYS COMMS (INS)(FIBER-OPTIC CABLE) SYS AUX(MULTI-PLEX FLD TRASNCVER,WIRE) SYS AUX(MULTI-PLEX FLD TRANSCVR,RADIO) SYSTEM AUXILIARIES (MASTER CLOCK UNIT) SYS AUX (UNINTERRUPTIBLE PWR SOURCE) SYSTEM AUXILIARIES (TEST EQUIPMENT) SYS AUXERIES(F&I,TELEMENTRY TRANSMITTER) SYSTEM AUXILIARIES (TELEMENTRY RECEIVER) SYS AUXILIARIES (TELEMENTRY TRANSCEIVER) SYSTEM AUXILIARIES (UNIVERSAL ADAPTER) SYS AUX (F&I) (STANDBY SYS RELAY) SYSTEM AUXILIARIES (TEL CONNECTION BOX) SYSTEM AUXILIARIES (INTERFACE PANEL) SYSTEM AUXILIARIES (RF DEMODULATOR) SYSTEM AUXILIARIES (LINE AMPLIFIER) SYS AUX(FIB OPT VID AMP, TRAN&RECRD) SYS AUX (FIB OPT, MODUL./DEMODULA) SYS AUX (FIBER OPT, MULTIPL/DEMULTIPL) SYS AUXILIARIES (VID CENTRAL CNTL EQP) SYS AUX (F&I)(VID SYS SUPPTS EQP) SYS AUX(F&I)FSK MOD/MULTIPLEX INF PANL SYS AUXIL(MICR RADAR DET UNIT ASSM) SYSTEM AUXILERIES (FUR)(TEST EQUIPMENT) SYS AUX(FUR,FIB OPT VID AMP, TRAN&RECRD) SYS AUXIL (FUR)(FIN OPT,MOD/DEMODULATOR SYS AUX(FUR,FIN OPT,MULTI/DEMULTIPLEXOR) SYS AUX (INS)(TELEMENTRY RECEIVER) SYS AUX (INS)(TELEMENTRY TRANSCEIVER) SYS AUXILIARIES (INS)(UNIVERSAL ADAPTER) SYS AUXILIARIES(INS)(TEL CONNECTION BOX) SYS AUXILIARIES (INS) (INTERFACE PANEL) CLOSED CIRCUIT TV EQP (CAMERA ASSEMBLY) CLOSED CIRCUIT TV EQUIP (MONITOR) CLOSED CIRCUIT TV EQUIP (RECORDER) CLOSED CIRCUIT TV EQP(CENTRAL CONTROLS) 229 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2686105 2686301 2690 10 2690 20 2690 31 2690 32 2690 32 2690 33 2690 33 2690 50 2690 50 2690 50 2690 60 2690 70 2690 80 2690 90 2690 91 2690100 2699 1 2700 38 2700 38 2700 38 2700 38 2700 38 2700 38 2700 38 2700 38 2700 38 2700 38 2700 38 2700 38 2700 38 2700 38 2700 38 2700 38 1 2 1 2 Weighted Average Total Amount Total Quantity 4 4 2 1 1 4 1 3 $40.50 $45.28 $49.62 $900.00 $600.00 $372.06 $954.00 $424.79 $6,601.08 $3,531.52 $645.08 $5,400.00 $3,000.00 $67,678.54 $27,856.80 $6,371.85 163.000 78.000 13.000 6.000 5.000 181.900 29.200 15.000 2 2 4 3 1 2 2 $34.33 $41.75 $430.61 $1,346.07 $2.00 $1,610.54 $1,200.00 $721.00 $668.00 $10,334.56 $21,537.05 $2,830.00 $20,937.05 $14,400.00 21.000 16.000 24.000 16.000 1,415.000 13.000 12.000 1 2 1 32 33 34 36 42 43 44 45 46 51 52 54 55 56 57 58 Unit Meas Obs? Description EA EA EA EA EA EA EA M1 M1 EA EA EA EA EA EA PI M1 PI EA AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CLOSED CIRCUIT TV EQUIP (CAMERA SUPPORT) CLOSED CIRCUIT TV EQP(INS)(CAMERA ASSM) SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL SIGNAL PEDESTRIAN ASSEMBLY REMOVAL SIGNAL PEDESTAL REMOVAL POLE REMOVAL (SHALLOW)(DIRECT BURIAL) POLE REM (SHALLOW)(BOLT ON ATTACHMENT) POLE REMOVAL (DEEP DIRECT BURIAL) POLE REMOVAL (DEEP BOLT ON ATTACH) CNTRL ASSEM REMOVE CNTRL ASSEM REM(CABINET ASSM LESS FDN) CNTRL ASSEM REMOVAL(CONTROLLER UNIT) DETECTOR ASSEMBLY (VEHICLE) REMOVAL DETECTOR PEDESTRIAN ASSEMBLY REMOVE SPAN WIRE ASSEMBLY REMOVE CONDUIT & CABLING REMOVAL SIGNAL INTERCONNECT CABLE REMOVE SIGNAL EQUIPMENT MISCELLANEOUS REMOVAL SIGN, INTERNAL ILLUM(ST NAME) SGN LTOH TR(T/12.01-18.00,S/10.01-20.00) SGN LTOH TR(T/12.01-18.00,S/20.01-30.00) SGN LTOH TR(T/12.01-18.00,S/30.01-40.00) SGN LTOH TR(T/12.01-18.00,S/50.01-60.00) SGN LTOH TR(T/18.01-24.00,S/10.01-20.00) SGN LTOH TR(T/18.01-24.00,S/20.01-30.00) SGN LTOH TR(T/18.01-24.00,S/30.01-40.00) SGN LTOH TR(T/18.01-24.00,S/40.01-50.00) SGN LTOH TR(T/18.01-24.00,S/50.01-60.00) SGN LTOH TR(T/24.01-30.00,S/10.00 OR < ) SGN LTOH TR(T/24.01-30.00,S/10.01-20.00) SGN LTOH TR(T/24.01-30.00,S/30.01-40.00) SGN LTOH TR(T/24.01-30.00,S/40.01-50.00) SGN LTOH TR(T/24.01-30.00,S/50.01-60.00) SGN LTOH TR(T/24.01-30.00,S/60.01-70.00) SGN LT'D OH TR(T/24.01-30.00,S/> 70.00) 230 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 38 62 38 63 38 64 38 65 38 66 38 67 38 68 38 69 38 72 38 75 38 78 38 81 38 82 38 84 38 86 38 87 38 88 38 98 38056 38066 38086 38121 39 21 39 22 39 23 39 24 39 27 39 31 39 32 39 33 39 34 39 35 39 36 39 37 39 41 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGN LTOH TR(T/30.01-36.00,S/10.01-20.00) SGN LTOH TR(T/30.01-36.00,S/20.01-30.00) SGN LTOH TR(T/30.01-36.00,S/30.01-40.00) SGN LTOH TR(T/30.01-36.00,S/40.01-50.00) SGN LTOH TR(T/30.01-36.00,S/50.01-60.00) SGN LTOH TR(T/30.01-36.00,S/60.01-70.00) SGN LT'D OH TR(T/30.01-36.00,S/> 70.00) SIGN LT'D OVHD TR(T/30.01-36.00,S/SPE) SGN LTOH TR(T/36.01-42.00,S/10.01-20.00) SGN LTOH TR(T/36.01-42.00,S/40.01-50.00) SGN LTOH TR(T/36.01-42.00,S/ > 70.00) SGN LTOH TR(T/42.01-48.00,S/10.00ORLESS) SGN LTOH TR(T/42.01-48.00,S/10.01-20.00) SGN LTOH TR(T/42.01-48.00,S/30.01-40.00) SGN LTOH TR(T/42.01-48.00,S/50.01-60.00) SGN LTOH TR(T/42.01-48.00,S/60.01-70.00) SGN LT'D OH TR(T/42.01-48.00,S/> 70.00) SGN LT'D OH TR(T/48.01-54.00,S/> 70.00) SGN LTOH TR(T/24.01-30.00,S/50.01-60.00) SGN LTOH TR(T/30.01-36.00,S/50.01-60.00) SGN LTOH TR(T/42.01-48.00,S/50.01-60.00) SGN LTOH TR(T/66.01-73.00,S/10.00ORLESS) SGN LTOH CLV(C/ 6.01- 9.00,S/5.00ORLESS) SGN LTOH CLV(C/ 6.01- 9.00,S/ 5.01-10.00 SGN LTOH CLV(C/ 6.01- 9.00,S/10.01-15.00 SGN LTOH CLV(C/ 6.01- 9.00,S/15.01-20.00 SGN LT'D OH CTLVR(C/ 6.01- 9.00,S/> 30) SGN LT'D OH CTLVR(C/ 9-12,S/5.00ORLESS) SGN LT'D OH CTLVR(C/ 9-12,S/5.01-10.00) SGN LT'D OH CTLVR(C/ 9-12,S/10.01-15.00) SGN LT'D OH CTLVR(C/ 9-12,S/15.01-20.00) SGN LT'D OH CTLVR(C/ 9-12,S/20.01-25.00) SGN LT'D OH CTLVR(C/ 9-12,S/25.01-30.00) SIGN LT'D OVHD CTLVR(C/ 9-12,S/> 30) SGN LTOH CLV(C/12.01-15.00,S/5.00ORLESS) 231 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 39 42 39 43 39 44 39 45 39 46 39 47 39 51 39 52 39 55 39 57 40 1 40 2 40 4 41 10 41 11 41 12 41 13 41 14 41 15 41 16 42 56 42030 42031 42032 42034 42035 42041 42043 42050 42051 42053 42054 42055 42060 42061 5 3 1 4 1 Weighted Average $211.38 $558.13 $1,500.00 $2,427.48 $2,200.00 Total Amount $91,739.72 $28,464.72 $1,500.00 $75,251.86 $4,400.00 Total Quantity 434.000 51.000 1.000 31.000 2.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGN LTOH CLV(C/12.01-15.00,S/5.01-10.00) SGN LTOH CLV(C/12.01-15.00,S/10.01-15.00 SGN LTOH CLV(C/12.01-15.00,S/15.01-20.00 SGN LTOH CLV(C/12.01-15.00,S/20.01-25.00 SGN LTOH CLV(C/12.01-15.00,S/25.01-30.00 SGN LT'D OH CTLVR(C/12.01-15.00,S/ > 30) SGN LTOH CLV(C/15.01-18.00,S/5.00ORLESS) SGN LTOH CLV(C/15.01-18.00,S/ 5.01-10.00 SGN LTOH CLV(C/15.01-18.00,S/20.01-25.00 SGN LTOH CLV(C/15.01-18.00,S/ >30.00 SIGN SINGLE POST (< 1.25) SIGN SINGLE POST (1.25 OR GREATER) SIGN SINGLE POST (SPECIAL) SIGN MULTI POST (5 OR LESS) SIGN MULTI-POST ( 5.01 TO 10.0) SIGN MULTI-POST (10.01 TO 15.0) SIGN MULTI-POST (15.01 TO 20.0) SIGN MULTI-POST (20.01 TO 25.0) SIGN MULTI-POST (25.01 TO 30.0) SIGN MULTI-POST (GREATER THAN 30.0) SIGN OVHD TRUSS (T/24-30,S/50-60) SIGN OVHD TRUSS (T/12-18,SPECIAL) SIGN OVHD TRUSS (T/12-18,S/10 - <) SIGN OVHD TRUSS (T/12-18,S/10-20) SIGN OVHD TRUSS (T/12-18,S/30-40) SIGN OVHD TRUSS (T/12-18,S/40-50) SIGN OVHD TRUSS (T/18-24,S/10 - <) SGN OVHD TR(T/18.01-24.00,S/20.01-30.00) SIGN OVHD TRUSS (T/24-30,S/SPECIAL) SIGN OVHD TRUSS (T/24-30,S/10 - <) SIGN OVHD TRUSS (T/24-30,S/20-30) SIGN OVHD TRUSS (T/24-30,S/30-40) SIGN OVHD TRUSS (T/24-30,S/40-50) SIGN OVHD TR (T/30.01 - 36.00,S/SPECIAL) SIGN OVHD TR (T/30.01 - 36.00,S/10 - <) 232 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 42063 42070 42071 42072 42077 42078 42082 42083 42087 42090 42091 42092 42100 42101 42110 42120 42130 43 10 43 11 43 12 43 13 43 14 43 20 43 21 43 22 43 23 43 24 43 25 43 26 43 27 43 30 43 31 43 32 43 33 43 34 Weighted Average Total Amount Total Quantity 1 $60,000.00 $60,000.00 1.000 1 $140,000.00 $140,000.00 1.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SIGN OVHD TR (T/30.01 - 36.00,S/20-30) SIGN OVHD TR (T/36.01 - 42.00,S/SPECIAL) SIGN OVHD TR (T/36.01 - 42.00,S/10 - <) SIGN OVHD TR (T/36.01 - 42.00,S/10-20) SIGN OVHD TR (T/36.01 - 42.00,S/60-70) SIGN OVHD TR (T/36.01 - 42.00,S/> 70.00 SIGN OVHD TR (T/42.01 - 48.00,S/10-20) SIGN OVHD TR (T/42.01 - 48.00,S/20-30) SIGN OVHD TR (T/42.01 - 48.00,S/60-70) SIGN OVHD TR (T/48.01 - 54.00,S/SPECIAL) SIGN OVHD TR (T/48.01 - 54.00,S/10 - <) SIGN OVHD TR (T/48.01 - 54.00,S/10-20) SIGN OVHD TR (T/54.01 - 60.00,S/SPECIAL) SIGN OVHD TR (T/54.01 - 60.00,S/10 - <) SIGN OVHD TR (T/60.01 - 66.00,S/SPECIAL) SIGN OVHD TR (T/66.01 - 72.00,S/SPECIAL) SIGN OVHD TR (T/72.01 - 78.00,S/SPECIAL) SIGN OVHD CTLVR (C/ 6- <, S/SPECIAL) SIGN OVHD CTLVR (C/ 6- <,S/ 5- <) SIGN OVHD CTLVR (C/ 6- <,S/ 5-10) SIGN OVHD CTLVR (C/ 6- <,S/10-15) SIGN OVHD CTLVR (C/ 6- <,S/15.01-20.00) SIGN OVHD CTLVR (C/ 6- 9,S/SPECIAL) SIGN OVHD CTLVR (C/ 6- 9,S/ 5- <) SIGN OVHD CTLVR (C/ 6- 9,S/ 5-10) SIGN OVHD CTLVR (C/ 6- 9,S/10-15) SIGN OVHD CTLVR (C/ 6- 9,S/15-20) SIGN OVHD CTLVR (C/ 6- 9,S/20-25) SIGN OVHD CTLVR (C/ 6- 9,S/25-30) SIGN OVHD CTLVR (C/ 6- 9,S/OVER 30.00) SIGN OVHD CTLVR (C/ 9.01 - 12.00,S/SPE) SGN OVHD CTLVR (C/ 9.01 - 12.00,S 5- <) SGN OH CTLVR (C/ 9.01 - 12.00,S/ 5-10) SGN OVHD CTLVR (C/ 9.01 - 12.00,S/10-15) SGN OVHD CTLVR (C/ 9.01 - 12.00,S/15-20) 233 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 43 35 43 36 43 37 43 41 43 42 43 43 43 44 43 45 43 46 43 47 43 50 43 51 43 52 43 54 43 55 43 57 43 62 43 63 43 65 43 66 43 71 43 72 44011 44012 44017 44021 44023 44026 44032 44033 44034 44036 44037 44043 44044 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGN OVHD CTLVR (C/ 9.01 - 12.00,S/20-25) SGN OVHD CTLVR (C/ 9.01 - 12.00,S/25-30) SIGN OVHD CTLVR (C/ 9.01 - 12.00,S/> 30) SIGN OVHD CTLVR (C/12-15,S/ 5- <) SIGN OVHD CTLVR (C/12-15,S 5.01 - 10.00) SIGN OVHD CTLVR (C/12-15,S/10-15) SIGN OVHD CTLVR (C/12-15,S/15-20) SIGN OVHD CTLVR (C/12-15,S/20-25) SIGN OVHD CTLVR (C/12-15.S/25-30) SIGN OVHD CTLVR (C/12-15,S/OVER 30.00) SIGN OVHD CTLVR (C/15-18,SPECIAL) SIGN OVHD CTLVR (C/15-18,S/ 5- <) SIGN OVHD CTLVR (C/15-18,S/ 5-10) SIGN OVHD CTLVR (C/15-18,S/15-20) SIGN OVHD CTLVR (C/15-18,S/20-25) SIGN OVHD CTLVR (C/15-18,S/ OVER 30.00) SIGN OVHD CTLVR (C/18-21,S/ 5-10) SIGN OVHD CTLVR (C/18-21,S/10-15) SIGN OVHD CTLVR (C/18-21,S/20-25) SIGN OVHD CTLVR (C/18-21,S/25-30) SIGN OVHD CTLVR (C/21-24,S/ 5- <) SIGN OVHD CTLVR (C/21-24,S/ 5-10) SIGN LT'D OVHD TR(T 6.00 OR <,S 10 OR <) SIGN LT'D OVHD TR(T 6.00 OR <,S 10-20) SGN LT OH TR(T 6.00 OR <,S 60.01-70.00) SGN LT OH TR(T 6.01-12.00,S 10.00 OR < ) SGN LT OH TR(T 6.01-12.00,S 20.01-30.00) SGN LT OH TR(T 6.01-12.00,S 50.01-60.00) SGN LTOH TR(T 12.01-18.00,S 10.01-20.00) SGN LTOH TR(T 12.01-18.00,S 20.01-30.00) SGN LTOH TR(T 12.01-18.00,S 30.01-40.00) SGN LTOH TR(T 12.01-18.00,S 50.01-60.00) SGN LTOH TR(T 12.01-18.00,S 60.01-70.00) SGN LTOH TR(T 18.01-24.00,S 20.01-30.00) SGN LTOH TR(T 18.01-24.00,S 30.01-40.00) 234 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 44045 44046 44047 44052 44053 44054 44055 44056 44057 44058 44061 44062 44063 44064 44065 44066 44067 44068 44071 44072 44074 44075 44076 44077 44078 44082 44083 44084 44085 44086 44087 44088 44092 44094 44095 1 Weighted Average $80,000.00 Total Amount $80,000.00 Total Quantity 1.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN LTOH LTOH LTOH LTOH LTOH LTOH LTOH LTOH LTOH LT'D LTOH LTOH LTOH LTOH LTOH LTOH LTOH LT'D LTOH LTOH LTOH LTOH LTOH LTOH LTOH LTOH LTOH LTOH LTOH LTOH LTOH LT'D LTOH LTOH LTOH TR(T 18.01-24.00,S 40.01-50.00) TR(T 18.01-24.00,S 50.01-60.00) TR(T 18.01-24.00,S 60.01-70.00) TR(T 24.01-30.00,S 10.01-20.00) TR(T 24.01-30.00,S 20.01-30.00) TR(T 24.01-30.00,S 30.01-40.00) TR(T 24.01-30.00,S 40.01-50.00) TR(T 24.01-30.00,S 50.01-60.00) TR(T 24.01-30.00,S 60.01-70.00) OH TR(T 24.01-30.00,S > 70.00) TR(T 30.01-36.00,S 10.00 OR <<) TR(T 30.01-36.00,S 10.01-20.00) TR(T 30.01-36.00,S 20.01-30.00) TR(T 30.01-36.00,S 30.01-40.00) TR(T 30.01-36.00,S 40.01-50.00) TR(T 30.01-36.00,S 50.01-60.00) TR(T 30.01-36.00,S 60.01-70.00) OH TR(T 36.01-42.00,S > 70.00) TR(T 36.01-42.00,S 10.00 OR <<) TR(T 36.01-42.00,S 10.01-20.00) TR(T 36.01-42.00,S 30.01-40.00) TR(T 36.01-42.00,S 40.01-50.00) TR(T 36.01-42.00,S 50.01-60.00) TR(T 36.01-42.00,S 60.01-70.00) TR(T 36.01-42.00,S > 70.00) TR(T 42.01-48.00,S 10.01-20.00) TR(T 42.01-48.00,S 20.01-30.00) TR(T 42.01-48.00,S 30.01-40.00) TR(T 42.01-48.00,S 40.01-50.00) TR(T 42.01-48.00,S 50.01-60.00) TR(T 42.01-48.00,S 60.01-70.00) OVHD TR(T 42.1-48.00,S > 70.00) TR(T 48.01-54.00,S 10.01-20.00) TR(T 48.01-54.00,S 30.01-40.00) TR(T 48.01-54.00,S 40.01-50.00) 235 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 44096 44097 44098 44102 44103 44104 44105 44106 44108 44113 44114 44115 44116 44117 44118 45 11 45 12 45 13 45 14 45 15 45 16 45 17 45 21 45 22 45 23 45 24 45 25 45 26 45 27 45 31 45 32 45 33 45 34 45 35 45 36 Weighted Average Total Amount Total Quantity 1 $28,870.00 $28,870.00 1.000 1 $31,064.00 $31,064.00 1.000 1 $40,000.00 $80,000.00 2.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN SGN LTOH LTOH LT'D LTOH LTOH LTOH LTOH LTOH LT'D LTOH LTOH LTOH LTOH LTOH LT'D LTOH LTOH LTOH LTOH LTOH LTOH LT'D LTOH LTOH LTOH LTOH LTOH LTOH LT'D LT'D LT'D LT'D LT'D LT'D LT'D TR(T 48.01-54.00,S 50.01-60.00) TR(T 48.01-54.00,S 60.01-70.00) OH TR(T 48.01-54.00,S > 70.00) TR(T 54.01-60.00,S 10.01-20.00) TR(T 54.01-60.00,S 20.01-30.00) TR(T 54.01-60.00,S 30.01-40.00) TR(T 54.01-60.00,S 40.01-50.00) TR(T 54.01-60.00,S 50.01-60.00) OH TR(T 54.01-60.00,S > 70.00) TR(T 60.01-66.00,S 20.01-30.00) TR(T 60.01-66.00,S 30.01-40.00) TR(T 60.01-66.00,S 40.01-50.00) TR(T 60.01-66.00,S 50.01-60.00) TR(T 60.01-66.00,S 60.01-70.00) OH TR(T 60.01-66.00,S > 70.00) CLV(C 6.00 OR < ,S 5.00 OR < ) CLV(C 6.00 OR < ,S 5.01-10.00) CLV(C 6.00 OR > ,S 10.01-15.00) CLV(C 6.00 OR < ,S 15.01-20.00) CLV(C 6.00 OR < ,S 20.01-25.00) CLV(C 6.00 OR < ,S 25.01-30.00) OVHD CTLVR(C 6.00 OR < ,S > 30) CLV(C 6.01- 9.00,S 5.00 OR < ) CLV(C 6.01- 9.00,S 5.01-10.00) CLV(C 6.01- 9.00,S 10.01-15.00) CLV(C 6.01- 9.00,S 15.01-20.00) CLV(C 6.01- 9.00,S 20.01-25.00 CLV(C 6.01- 9.00,S 25.01-30.00) OVHD CTLVR(C 6.01- 9.00,S > 30) OVHD CTLVR(C 9-12,S 5.00 OR < ) OVHD CTLVR(C 9-12,S 5.01-10.00) OH CTLVR(C 9-12,S 10.01-15.00) OH CTLVR(C 9-12,S 15.01-20.00) OH CTLVR(C 9-12,S 20.01-25.00) OH CTLVR(C 9-12,S 25.01-30.00) 236 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 46 46 46 46 46 46 46 46 46 46 46 46 47 37 41 42 43 44 45 46 47 52 53 54 55 56 57 62 63 64 65 66 67 73 76 11 12 13 14 15 16 21 22 23 24 25 26 1 Weighted Average Total Amount Total Quantity 1 $59,147.04 $59,147.04 1.000 4 3 1 2 2 2 2 1 $17.39 $938.76 $8,398.11 $1,307.33 $75.14 $1,559.00 $91.07 $2,800.00 $4,034.40 $13,142.64 $8,398.11 $3,922.00 $676.25 $3,118.00 $1,548.12 $2,800.00 232.000 14.000 1.000 3.000 9.000 2.000 17.000 1.000 1 $110.50 $1,547.00 14.000 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SIGN LT'D OVHD CTLVR(C 9-12,S > 30) SGN LTOH CLV(C 12.01-15.00,S 5.00 OR < ) SGN LTOH CLV(C 12.01-15.00,S 5.01-10.00) SGN LTOH CLV(C12.01-15.00,S 10.01-15.00) SGN LTOH CLV(C12.01-15.00,S 15.01-20.00) SGN LTOH CLV(C12.01-15.00,S 20.01-25.00) SGN LTOH CLV(C12.01-15.00,S 25.01-30.00) SGN LT'D OH CTLVR(C 12.01-15.00,S > 30) SGN LTOH CLV(C 15.01-18.00,S 5.01-10.00) SGN LTOH CLV(C15.01-18.00,S 10.01-15.00) SGN LTOH CLV(C15.01-18.00,S 15.01-20.00) SGN LTOH CLV(C15.01-18.00,S 20.01-25.00) SGN LTOH CLV(C15.01-18.00,S 25.01-30.00) SGN LT'D OH CTLVR(C 15.01-18.00,S > 30) SGN LTOH CLV(C 18.01-21.00,S 5.01-10.00) SGN LTOH CLV(C18.01-21.00,S 10.01-15.00) SGN LTOH CLV(C18.01-21.00,S 15.01-20.00) SGN LTOH CLV(C18.01-21.00,S 20.01-25.00) SGN LTOH CLV(C18.01-21.00,S 25.01-30.00) SGN LT'D OH CTLVR(C 18.01-21.00,S > 30) SGN LTOH CLV(C 21.01-24.00,S 10.01-15.00 SGN LTOH CLV(C 21.01-24.00,S 25.01-30.00 SIGN EXISTING (REMOVAL) (SINGLE POST) SIGN EXISTING (REMOVAL) (MULTI-POST) SIGN EXISTING (REMOVAL) (OVERHEAD TRUSS) SGN EXISTING (REM) (OVERHEAD CANTILEVER) SIGN EXISTING (REMOVAL) (SPAN WIRE) SIGN EXISTING (REMOVAL) (BRIDGE MOUNTED) SIGN EXISTING (RELOCATE) (SINGLE POST) SIGN EXISTING (RELOCATE) (MULTI-POST) SIGN EXISTING (RELOCATE) (OVERHEAD TR) SGN EXISTING (RELOC) (OH CANTILEVER) SIGN EXISTING (RELOCATE) (SPAN WIRE) SGN EXISTING (RELOCATE) (BRIDGE MOUNTED) SGN EXIST(INS)ON BRKAWY SUPPT(SGL-POST) 237 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 47 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 2 12 13 14 15 16 17 18 19 20 22 28 29 32 33 34 38 39 42 43 44 45 46 48 49 50 52 53 54 57 58 59 60 78 79 No. of Conts Weighted Average Total Amount Total Quantity 1 $3,000.00 $3,000.00 1.000 3 $404.35 $30,326.28 75.000 1 $55.00 $220.00 4.000 1 $5,304.07 $10,608.14 2.000 2 1 2 $205.25 $3,315.05 $30.49 $410.50 $3,315.05 $945.25 2.000 1.000 31.000 Unit Meas Obs? Description AS EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SGN EXIST(INS)ON BRKAWY SUPPT(MULTI-POST SIGN PANEL (F&I) (10.01 - 20.00) SIGN PANEL (F&I) (20.01 - 30.00) SIGN PANEL (F&I) (30.01 - 40.00) SIGN PANEL (F&I) (40.01 - 50.00) SIGN PANEL (F&I) (50.01 - 60.00) SIGN PANEL (F&I) (60.01 - 70.00) SIGN PANEL (F&I) ( 1.75 OR LESS) SIGN PANEL (F&I) ( 1.76 - 10.00) SIGN PANEL (INSTALL) SIGN PANEL (INSTALL) (10.01 - 20.00) SIGN PANEL (INSTALL) ( 1.75 OR LESS) SIGN PANEL (INSTALL) ( 1.76 - 10.00) SIGN PANEL (OVERLAY) (10.01 - 20.00) SIGN PANEL (OVERLAY) (20.01 - 30.00) SIGN PANEL (OVERLAY) (30.01 - 40.00) SIGN PANEL (OVERLAY) ( 1.75 OR LESS) SIGN PANEL (OVERLAY) ( 1.76 - 10.00) SIGN PANEL (RELOCATE) (10.01-20.00) SIGN PANEL (RELOCATE) (20.01 - 30.00) SIGN PANEL(RELOCATE)(30.01-40.00) SIGN PANEL (RELOCATE) (40.01 - 50.00) SIGN PANEL (RELOCATE) (50.01 - 60.00) SIGN PANEL (RELOCATE) ( 1.75 OR LESS) SIGN PANEL (RELOCATE) ( 1.76 - 10.00) SIGN PANEL (REPLACE) SIGN PANEL (REPLACE) (10.01 - 20.00) SIGN PANEL (REPLACE) (20.01 - 30.00) SIGN PANEL (REPLACE) (30.01 - 40.00) SIGN PANEL (REPLACE) (60.01 - 70.00) SIGN PANEL (REPLACE) ( 1.75 OR LESS) SIGN PANEL (REPLACE) ( 1.76 - 10.00) SIGN PANEL (REMOVE) SGN PANEL (FURNISH ONLY) ( 1.75 OR LESS) SGN PANEL (FURNISH ONLY) ( 1.76 - 10.00) 238 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 2701 2701 2701 2701 2704 2704 2705 2705 2705 2705 2705 2705 2705 2705 2705 2705 2705 70 82 83 89 89 89 89 89 90 90 90 90 90 90 90 90 90 95 1 1 2 2 1 1 1 2 3 10 10 10 10 10 10 10 71 2 3 5 6 11 11 12 13 14 21 31 32 33 34 Weighted Average Total Amount Total Quantity 2 $1,700.00 $3,400.00 2.000 1 $50.00 $1,800.00 36.000 1 2 1 2 11 13 11 12 13 14 21 22 23 Unit Meas Obs? Description AS AS AS EA EA EA EA EA AS AS AS AS AS AS AS AS AS EA NK NK GK GK EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SIGN LT'D OVERHEAD (BRIDGE MOUNTED) OVERHEAD SIGN (SPAN WIRE MOUNTED) SIGN OVERHEAD (BRIDGE MOUNTED) SIGN ELEC POWERED (BLANK-OUT) SGN ELEC PWR(CHGABLE MSG-FIBER OPTICS) SGN ELEC PWR(CHG MSG ELEC-MAG DISK MTRX) SGN ELEC PWR (CHANGEABLE MSG DRUM TYP) SIGN ELEC POWERED (SPECIAL) SGN FLASHING BEACON (F&I) (GROUND MOUNT) SGN FLASHING BEACON (F&I) (OH MOUNT) SGN FLASHING BEACON (F&I) (BRIDGE MOUNT) SGN FLASH BEACON (F&I) (SPAN WIRE MNT) SGN FLASHING BEACON (RELOC) (GRD MOUNT) SGN FLASHING BEACON (REMOVE) (GRD MOUNT) SGN FLASHING BEACON (REM) (OH MOUNT) SGN FLASHING BEACON (REM) (BRIDGE MOUNT) SGN FLASH BEACON (REM) (SPAN WIRE MNT) MOTORIST INFORMATION SIGN RAISED RIB WARNING DEVICE(SOLID) (150MM) RAISED RIB WARNING DEVICE(SOLID) (200MM) RAISED RIB WARNING DEVICE(SKIP) (150MM) RAISED RIB WARNING DEVICE(SKIP) (200MM) MARKER PAVEMENT CERAMIC (F&I) MARKER PAVEMENT CERAMIC (F&I) (CLASS C) DELINEATOR SINGLE UNIT DELINEATOR DOUBLE UNIT DELINEATOR TRIPLE UNIT MARKER OBJECT (POST MOUNTED) (TYPE 1) MARKER OBJECT (POST MOUNTED) (TYPE 2) MARKER OBJECT (POST MOUNTED) (TYPE 3) MARKER OBJECT (POST MNT)(TYP-END OF RD) MARKER OBJECT (OBJECT MOUNTED)(TYPE 1) MARKER OBJECT (OBJECT MOUNTED)(TYPE 2) MARKER OBJECT (OBJECT MOUNTED)(TYPE 3) DELINEATOR TUBULAR (FLEXIBLE) 239 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2706 2709 2709 2709 2709 2709 2709 2709 2709 2709 2709 2710 2710 2710 2710 2710 2710 2710 2710 2710 2710 2710 2710 2710 2710 2710 2710 2710 2710 2710 2710 2710 2710 2710 2710 3 11 1 21 61 31 32 61 33 41 42 51 71 72 5 1 5 2 6 7 11 21 22 23 61 23 81 24 61 24 81 25 61 25 81 25121 25161 25181 25241 26 61 26 81 26121 26161 26181 26241 27 No. of Conts Weighted Average Total Amount Total Quantity 1 $5.00 $95.00 19.000 1 1 3 1 2 4 $1.80 $1.28 $21.52 $55.25 $14.02 $123.51 $2,095.20 $559.49 $8,156.30 $1,989.00 $11,453.00 $4,316.06 1,164.000 437.100 379.000 36.000 817.000 34.946 4 $429.93 $32,210.65 74.921 4 $452.16 $28,366.99 62.736 1 2 $1.11 $2.15 $205.35 $4,159.15 185.000 1,930.000 2 3 $4.40 $5.09 $889.74 $7,499.78 202.400 1,472.100 2 $4.53 $10,430.76 2,304.000 1 $3.00 $41.40 13.800 Unit Meas Obs? Description EA GK M1 EA NK EA EA EA M1 M2 M2 M1 M1 EA EA M2 GK GK NK NK NK NK M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y RETRO-REFLECTIVE PAVEMENT MARKERS TRAF STRIPE SKIP (2 COMP REACT)(WH/BK) TRAF STRIPE SOLID(2 COMP)(WH/BK 150MM) PAVT MSG(2 REACTIVE COMPONENTS)(EPOXIES) TRAFFIC STRIPE SOLID(2 COMP)(YL) (150MM) PAVT MSG(2 REACTIVE COMP)(URETHANES) DA ARROW(2 REACTIVE COMPONENTS)(EPOXIES) DA ARROW(2 COMP.REACTIVE) (POLYESTER) GUIDE LINES (2 COMP.REACTIVE) (EPOXIES) MARKING (EPOXIES)(REMOVE) MARKING (POLYESTERS) (REMOVE) GUIDE LINES (DOTTED)(PAINT) (WHITE) GUIDE LINES (DOTTED)(PAINT) (YELLOW) DIRECTIONAL ARROW (PAINTED) PAVEMENT MESSAGE, PAINTED MARKING (PAINT) REMOVE TRAFFIC STRIPE SKIP (WHITE/BLACK/BLUE) TRAFFIC STRIPE SKIP (YELLOW) TRAF STRIPE SOLID (WHT/BLK/BLUE)(150MM) TRAF STRIPE SOLID (WHT/BLK/BLUE)(200MM) TRAFFIC STRIPE SOLID (YELLOW) (150MM) TRAFFIC STRIPE SOLID (YELLOW) (200MM) TRAF STRIPE SOLID (WH/BLACK/BLUE 150MM) TRAF STRIPE SOLID (WH/BLACK/BLUE 200MM) TRAF STRIPE SOLID (WH/BLACK/BLUE 300MM) TRAF STRIPE SOLID (WH/BLACK/BLUE 400MM) TRAF STRIPE SOLID (WH/BLACK/BLUE 450MM) TRAF STRIPE SOLID (WH/BLACK/BLUE 600MM) TRAFFIC STRIPE SOLID (YELLOW) (150MM) TRAFFIC STRIPE SOLID (YELLOW) (200MM) TRAFFIC STRIPE SOLID (YELLOW) (300MM) TRAFFIC STRIPE SOLID (YELLOW) (400MM) TRAFFIC STRIPE SOLID (YELLOW) (450MM) TRAFFIC STRIPE SOLID (YELLOW) (600MM) TRAFFIC STRIPE SKIP (WHITE/BLACK/BLUE) 240 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2710 2710 2710 2710 2710 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2711 2712 2712 2712 2712 28 29 30 79 90 3 4 5 1 5 2 7 31 32 33 34 35 61 35 81 35121 35161 35181 35241 36 61 36 81 36121 36161 36181 37 61 37 81 38 61 38 81 38121 38181 70111 70112 70113 70122 No. of Conts Weighted Average Total Amount Total Quantity 1 $1.11 $139.86 126.000 1 $20.00 $160.00 8.000 4 1 1 1 $29,034.63 $75.00 $70.00 $1.00 $145,173.17 $7,200.00 $14,700.00 $883.60 5.000 96.000 210.000 883.600 1 1 $21.71 $400.00 $5,477.90 $8,042.80 252.300 20.107 2 1 1 $10.79 $3.00 $12.00 $1,142.70 $367.20 $4,204.80 105.900 122.400 350.400 1 $5.00 $4,350.50 870.100 1 1 1 1 $6.00 $10.00 $12.00 $4.00 $11,970.60 $6,233.00 $3,872.40 $650.00 1,995.100 623.300 322.700 162.500 1 1 1 1 $6.00 $2,000.00 $3,000.00 $2,200.00 $1,179.00 $42,844.00 $8,382.00 $32,271.80 196.500 21.422 2.794 14.669 Unit Meas Obs? Description M1 M2 M2 GK LS EA EA M1 M1 M2 GK GK M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 NK NK NK NK NK NK AS AS AS AS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TRAFFIC STRIPE SKIP (YELLOW) REFLECTIVE PAINT (ISLAND NOSE)(WHITE) REFLECTIVE PAINT (ISLAND NOSE)(YELLOW) TRAFFIC STRIPE ALTERNATING SKIP PAINTED PAVEMENT MARKINGS(FINAL SURF) PAVEMENT MESSAGE (THERMOPLASTIC) DIRECTIONAL ARROW (THERMOPLASTIC) GUIDE LINES (THERMOPLASTIC) (WHITE) GUIDE LINES (THERMOPLASTIC) (YELLOW) PAVEMENT MARKING(THERMOPLASTIC)(REMOVAL) TRAFFIC STRIPE SKIP (THERMOPLASTIC) (WH) TRAFFIC STRIPE SKIP (THERMOPLASTIC) (YL) TRAFFIC STRIPE SKIP (THERMOPLASTIC) (WH) TRAFFIC STRIPE SKIP (THERMOPLASTIC) (YL) TRAF STRIPE SOLID(THRMPLSTC WH) (150MM) TRAF STRIPE SOLID(THRMPLSTC WH) (200MM) TRAF STRIPE SOLID(THRMPLSTC WH) (300MM) TRAF STRIPE SOLID(THRMPLSTC WH) (400MM) TRAF STRIPE SOLID(THRMPLSTC WH) (450MM) TRAF STRIPE SOLID(THRMPLSTC WH) (600MM) TRAF STRIPE SOLID(THRMPLSTC YL)(150MM) TRAF STRIPE SOLID(THRMPLSTC YL)(200MM) TRAF STRIPE SOLID(THRMPLSTC YL)(300MM) TRAF STRIPE SOLID(THRMPLSTC YL)(400MM) TRAF STRIPE SOLID(THRMPLSTC YL)(450MM) TRAF STRIPE SOLID(THRMPLSTC WH) (150MM) TRAF STRIPE SOLID(THRMPLSTC WH) (200MM) TRAF STRIPE SOLID(THRMPLSTC YL)(150MM) TRAF STRIPE SOLID(THRMPLSTC YL)(200MM) TRAF STRIPE SOLID(THRMPLSTC YL)(300MM) TRAF STRIPE SOLID(THRMPLSTC YL)(450MM) MOVABLE BRIDGE SGNL(F&I) (TYP I,2 LANE) MOVABLE BRIDGE SGNL(F&I) (TYP I,3 LANE) MOVABLE BRIDGE SGNL(F&I) (TYP I,4 LANE) MOVABLE BRIDGE SGNL(F&I) (TYP II,3 LANE) 241 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2712 2712 2712 2712 2712 2712 2712 2714 2714 2714 2714 2714 2714 2714 2714 2714 2714 2714 2714 2714 2714 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 71 11 71 12 71 13 71 14 71 41 71 42 72122 1111 1121 1313 1413 1511 1513 1521 1523 1611 2 1 4408 5113 9 1 9 4 2111 2112 2113 2121 2122 2123 2131 2132 2133 2141 2142 2143 2211 2212 Weighted Average Total Amount Total Quantity 3 3 1 $18.68 $21.37 $16.00 $21,215.40 $253,487.14 $113,920.00 1,136.000 11,864.000 7,120.000 1 $200.00 $2,000.00 10.000 1 2 $50.00 $65.50 $8,600.00 $216,190.21 172.000 3,300.700 Unit Meas Obs? Description AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS EA EA EA EA EA M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MOVABLE BRIDGE GATE (F&I) (TYP I,1 LANE) MOVABLE BR GATE (F&I) (TYP II,2 LANE) MOVABLE BR GATE (F&I) (TYP III,3 LANE) MOVABLE BRIDGE GATE (FUR&INS) (PED) MOVABLE BRIDGE GATE (REF) (TYP 1,1 LANE) MOVABLE BRIDGE GATE (REF) (TYP 2,2 LANE) MOVABLE BR GATE (F&I)(CAB TYP,2 LANE) MOTAID CALL BOX(F&I)(RDSD CALL TERM.) MOTAID CALLBX(F&I)CALLBX ASM,MESS-RADIO MOTAID CALLBX(INS,RD CALL TERM,VOI,RADO) MOTAID CALLBX(MOD,RD CALL TERM,VOI,RADO) MOTAID CALL BOX(RELOC)(RDSIDE CALL TERM) MOTAID CALL BOX(RELOC)(RD CALL,VOI,RADO) MOTAID CALL BOX(RELOC)(CALL BOX ASSEM) MOTAID CALL BOX(RELOC)(CALL BOX ASSEM) MOTAID CALL BOX(REM)(RDSIDE CALL TERM) MOTAID CONSOLE (CODED MESSAGE)(RADIO) MOTAID MICR COMP(RELOC) (ALARM MONITOR) MOTAID MICR TOWER(F&I) ( 38.1M- 46.0M) MOTAID TECH SUPPTS(TRAIN SESSION NO. 1) MOTAID TECH SUPPTS(TEST CALL BOXES) CONDUIT(F&I UG)(PVC SCH 40) (< 41) CONDUIT(F&I UG)(PVC SCH 40) (41 TO 63) CONDUIT(F&I UG)(PVC SCH 40) (> 63) CONDUIT(F&I UG)(IMC GALV) (< 41) CONDUIT(F&I UG)(IMC GALV) (41 TO 63) CONDUIT(F&I UG)(IMC GALV) (> 63) CONDUIT(F&I UG)(RIGID GALV) (< 41) CONDUIT(F&I UG)(RIGID GALV) (41 TO 63) CONDUIT(F&I UG)(RIGID GALV) (> 63) CONDUIT(F&I UG)(PVC SCH 80) (< 41) CONDUIT(F&I UG)(PVC SCH 80) (41 TO 63) CONDUIT(F&I UG)(PVC SCH 80) (> 63) CONDT(F&I UNDERPAVT)(PVC SCH 40) (< 41) CONDT(F&I UNDERPAVT)(PVC SCH 40)(41-63) 242 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2213 2222 2223 2231 2232 2233 2241 2242 2243 2312 2321 2322 2331 2332 2333 2341 2342 2412 2413 2431 2432 2433 2441 2442 2511 2512 2521 2522 2532 2541 2542 5 11 5 12 5 40 5 50 Weighted Average Total Amount Total Quantity 1 $110.00 $96,910.00 881.000 1 1 $75.00 $25.00 $5,250.00 $2,250.00 70.000 90.000 1 $153.00 $5,661.00 37.000 Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CONDT(F&I UNDERPAVT)(PVC SCH 40) (> 63) CONDT(F&I UNDERPAVT)(IMC GLV) (41 TO 63) CONDUIT(F&I UNDERPAVT)(IMC GALV) (> 63) CONDUIT(F&I UNDERPAVT)(RIG GALV) (< 41) CONDT(F&I UNDERPAVT)(RIG GLV) (41 TO 63) CONDUIT(F&I UNDERPAVT)(RIG GALV) (> 63) CONDT(F&I UNDERPAVT)(PVC SCH 80) (< 41) CONDT(F&I UNDERPAVT)(PVC SCH 80)(41-63) CONDT(F&I UNDERPAVT)(PVC SCH 80) (> 63) CONDUIT(F&I SURF MNT)(PVC SCH 40)(41-63) CONDUIT(F&I SURF MOUNT)(IMC GALV) (< 41) CONDT(F&I SURF MNT)(IMC GLV) (41 TO 63) CONDUIT(F&I SURF MOUNT)(RIG GALV) (< 41) CONDT(F&I SURF MNT)(RIG GLV) (41 TO 63) CONDUIT(F&I SURF MOUNT)(RIG GALV) (> 63) CONDUIT(F&I SURF MOUNT)(PVC 80) (< 41) CONDUIT(F&I SURF MNT)(PVC 80) (41 TO 63) CONDT(F&I JACK UPVT)(PVC 40) (41 TO 63) CONDUIT(F&I JACKED UPVT)(PVC 40)( >63) CONDUIT(F&I JACK UPVT)(RIG GALV) (< 41) CONDT(F&I JACK UPVT)(RIG GLV)(41 TO 63) CONDUIT(F&I JACK UPVT)(RIG GALV) (> 63) CONDT(F&I JACK UPVT)(PVC SCH 80) (< 41) CONDT(F&I JACK UPVT)(PVC SCH 80)(41-63) CONDT(F&I IN BOX GRDR)(PVC SCH 40)(< 41) CONDT(F&I IN BOX GRDR,PVC SCH 40,41-63) CONDUIT(F&I IN BOX GRDR)(IMC GLV) (< 41) CONDT(F&I IN BOX GRDR)(IMC GLV)(41-63) CONDT(F&I IN BOX GRDR)(RIG GLV)(41-63) CONDT(F&I IN BOX GRDR)(PVC SCH 80)(< 41) CONDT(F&I IN BOX GRDR,PVC SCH 80,41-63) LUMINAIRE & BRACKET ARM (F&I) (ALUMINUM) LUM & BRACKET ARM (F&I) (GALVANIZED ST) LUMINAIRE & BRACKET ARM (RELOCATE) LUMINAIRE & BRACKET ARM (REMOVE) 243 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 7 11 7 12 7 21 7 31 7 41 7 42 10 2 10 3 10 4 10 5 10 6 11111 11112 11113 11114 11115 11116 11118 11119 11123 11124 11125 11126 11128 11129 11137 11138 11139 11212 11218 11219 11228 11311 11437 11511 No. of Conts Weighted Average Total Amount Total Quantity 3 $7,555.32 $75,553.22 10.000 1 $558.00 $558.00 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LOAD CENTER (F&I) (SECONDARY VOLTAGE) LOAD CENTER (F&I) (PRIMARY VOLTAGE) LOAD CENTER (REWORK) (SECONDARY VOLTAGE) LOAD CENTER (RELOCATE) (SECONDARY VAGE) LOAD CENTER (REMOVE) (SECONDARY VOLTAGE) LOAD CENTER (REMOVE) (PRIMARY VOLTAGE) LIGHT POLE FOUNDATION (F&I) LIGHT POLE FOUNDATION (REPAIR) LI/PL FOUNDATION (STRAIGHTEN EXISTING) LIGHT POLE FOUNDATION (REMOVE) LIGHT POLE FOUNDATION (RELOCATE) LUMINAIRE (F&I)(ROADWAY COBRA HEAD) LUMINAIRE (F&I)(ROADWAY HIGH MAST) LUMINAIRE (F&I)(ROADWAY POLE TOP) LUMINAIRE (F&I)(ROADWAY SHOE BOX) LUMINAIRE (F&I)(ROADWAY WALL MOUNT) LUMINAIRE (F&I)(ROADWAY PENDANT HUNG) LUMINAIRE (F&I)(ROADWAY FLOOD) LUMINAIRE (F&I)(ROADWAY SPECIAL) LUMINAIRE(F&I)(UNDERDECK/POLE TOP) LUMINAIRE(F&I)(UNDERDECK/SHOE BOX) LUMINAIRE (F&I)(UNDERDECK WALL MOUNT) LUMINAIRE (F&I)(UNDERDECK PENDANT HUNG) LUMINAIRE(F&I)(UNDERDECK/FLOOD) LUMINAIRE (F&I)(UNDERDECK SPECIAL) LUMINAIRE (F&I)(SIGN, SIGN MOUNT) LUMINAIRE (F&I)(SIGN, FLOOD) LUMINAIRE (F&I)(SIGN, SPECIAL) LUMINAIRE (FUR)(ROADWAY HIGH MAST) LUMINAIRE (FUR)(ROADWAY FLOOD) LUMINAIRE (FUR)(ROADWAY SPECIAL) LUMINAIRE (FUR)(UNDERDECK FLOOD) LUMINAIRE (INSTALL)(ROADWY) (COBRA HEAD) LUMINAIRE(RELOCATE)(SIGN/SIGN MOUNT) LUMINAIRE (REMOVE)(ROADWAY COBRA HEAD) 244 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 2715 11512 11513 11525 11526 11535 11537 11611 11612 11613 11619 11625 11637 14 11 14 12 14 13 14 14 14 31 14 41 14 42 14 44 14 51 14 52 14 53 14 54 14 61 14 71 19 1 19 2 23 1 23 2 26 1 26 2 34 1 34 2 36 11 2 3 Weighted Average $300.00 $443.06 Total Amount $64,500.00 $154,628.78 Total Quantity 215.000 349.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LUMINAIRE (REMOVE)(ROADWAY HIGH MAST) LUMINAIRE (REMOVE)(ROADWAY POLE TOP) LUMINAIRE (REM)(UNDERDECK, WALL MOUNT) LUMINAIRE (REM)(UND DECK)PENDANT HUNG LUMINAIRE (REMOVE)(SIGN, WALL MOUNT) LUMINAIRE (REMOVE)(UNDERDECK, SGN MOUNT) LUMINAIRE(RPR/REINST)(RDWY/COBRA HEAD) LUMINAIRE(RPR/REINST)(RDWY HIGH MAST) LUMINAIRE(RPR/REINST)(RDWY/POLE TOP) LUMINAIRE(REPAIR&REINSTALL)(ROADWY/SPE) LUM(RPR/REINST)(UNDERDECK/WALL MNT) LUMINAIRE(RPR/REINST)(SGN/SGN MOUNT) PULL BOX (F&I) (ROADSIDE) PULL BOX (F&I) (SIDEWALK) PULL BOX (F&I) (EMBEDDED) PULL BOX (F&I) (SURFACE MOUNT) PULL BOX (INSTALL) (ROADSIDE) PULL BOX (RELOCATE) (ROADSIDE) PULL BOX (RELOCATE) (SIDEWALK) PULL BOX (RELOCATE) (SURFACE MOUNT) PULL BOX (REMOVE) (ROADSIDE) PULL BOX (REMOVE) (SIDEWALK) PULL BOX (REMOVE) (EMBEDDED) PULL BOX (REMOVE) (SURFACE MOUNT) PULL BOX(F&I)(COVER ONLY)(RDSD-MOULDED) PULL BOX (REPAIR) (ROADSIDE - MOULDED) SURGE PROTECTOR (POLE BASE) SURGE PROTECTOR (INSTALL ONLY) REFRACTOR (STANDARD COBRA HEAD) REFRACTOR (UNDERDECK) QUICK DISCN PLUG (SW BOXING FOR SGN) QUICK DISCN PLUG (PLUG POLE BASE-HIMAST) LIGHT POLE (FURNISH NEW POLE) LIGHT POLE (REPAIR & FURNISH POLE) FRG/BASE- LI/PL (F&I) (SHOE BASE) 245 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2715 36 12 2715 36 14 2715 36 32 2715 36 42 2715 37 1 2715111101 2715111102 2715111103 2715111104 2715111105 2715111106 2715111107 2715111108 2715111109 2715111110 2715111111 2715111112 2715111114 2715111115 2715111202 2715111203 2715111204 2715111205 2715111206 2715111207 2715111209 2715111212 2715111602 2715111604 2715111610 2715111615 2715113 2715191 20 2715191 24 2715191 25 No. of Conts Weighted Average Total Amount Total Quantity 1 $2.00 $540.00 270.000 4 1 3 $2.60 $3.00 $3.99 $127,415.79 $34,194.00 $28,440.00 48,999.000 11,398.000 7,128.000 1 $2.00 $150.00 75.000 Unit Meas Obs? Description EA EA EA EA EA M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y FRG/BASE- LI/PL (F&I) (TRANS. BASE) FRG/BASE- LI/PL (F&I) (DOOR ASSEM) FRG/BASE- LI/PL (INS)TRANSFORMER BASE FRG/BASE- LI/PL (REM)TRANSFORMER BASE PHOTO ELECTRIC CONTROL ASSEMBLY(F&I) CONDUCTOR (F&I)(INSULATED) (NO. 12) CONDUCTOR (F&I)(INSULATED) (NO. 10) CONDUCTOR (F&I)(INSULATED) (NO. 8) CONDUCTOR (F&I)(INSULATED) (NO. 6) CONDUCTOR (F&I)(INSULATED) (NO. 4) CONDUCTOR (F&I)(INSULATED) (NO. 2) CONDUCTOR (F&I)(INSULATED) (NO. 1) CONDUCTOR (F&I)(INSULATED) (NO. 0) CONDUCTOR (F&I)(INSULATED) (NO. 1/0) CONDUCTOR (F&I)(INSULATED) (NO. 2/0) CONDUCTOR (F&I)(INSULATED) (NO. 3/0) CONDUCTOR (F&I)(INSULATED) (NO. 4/0) CONDUCTOR (F&I)(INSULATED) (NO. 350 MCM) CONDUCTOR (F&I)(INSULATED) (NO. 500 MCM) CONDUCTOR (F&I)(BARE) (NO. 10) CONDUCTOR (F&I)(BARE) (NO. 8) CONDUCTOR (F&I)(BARE) (NO. 6) CONDUCTOR (F&I)(BARE) (NO. 4) CONDUCTOR (F&I)(BARE) (NO. 2) CONDUCTOR (F&I)(BARE) (NO. 1) CONDUCTOR (F&I)(BARE) (NO. 1/0) CONDUCTOR (F&I)(BARE) (NO. 4/0) CONDUCTOR (F&I)(INSULATED,JKT) (NO. 2) CONDUCTOR (F&I)(INSULATED,JKT) (NO. 6) CONDUCTOR (F&I)(INSULATED,JKT) (NO. 2/0) CONDUCTOR(F&I,INSULATED,JKT,NO. 500 MCM) CONDUCTOR (REMOVE) LIGHT POLE COMP HIGH MAST (F&I) (20M) LIGHT POLE COMP HIGH MAST (F&I) (24M) LIGHT POLE COMP HIGH MAST (F&I) (25M) 246 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2715191 30 2715191 31 2715191 32 2715191 33 2715191 34 2715191 36 2715191 37 2715191 40 2715191 42 2715191 43 2715191 46 2715191 48 2715194 42 2715195 30 2715195 32 2715195 36 2715195 37 2715195 42 2715195100 2715196 32 2715196 37 2715500 1 2715500 2 2715500 3 2715511104 2715511105 2715511106 2715511107 2715511108 2715511109 2715511110 2715511111 2715511112 2715511113 2715511114 No. of Conts Weighted Average Total Amount Total Quantity 4 $956.95 $371,295.60 388.000 1 1 1 $4,469.00 $11,444.64 $2,200.00 $223,450.00 $915,571.20 $239,800.00 50.000 80.000 109.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LIGHT POLE COMP HIGH MAST (F&I) (30) LIGHT POLE COMP HIGH MAST (F&I) (31M) LIGHT POLE COMP HIGH MAST (F&I) (32M) LIGHT POLE COMP HIGH MAST (F&I) (33M) LIGHT POLE COMP HIGH MAST (F&I) (34M) LIGHT POLE COMP HIGH MAST (F&I) (36M) LIGHT POLE COMP HIGH MAST (F&I) (37M) LIGHT POLE COMP HIGH MAST (F&I) (40M) LIGHT POLE COMP HIGH MAST (F&I) (42M) LIGHT POLE COMP HIGH MAST (F&I) (43M) LIGHT POLE COMP HIGH MAST (F&I) (46M) LIGHT POLE COMP HIGH MAST (F&I) (48M) LIGHT POLE COMP HIGH MAST (OPEN) (42M) LIGHT POLE COMP HIGH MAST (REMOVE) (30M) LIGHT POLE COMP HIGH MAST (REMOVE) (32M) LIGHT POLE COMP HIGH MAST (REMOVE) (36M) LIGHT POLE COMP HIGH MAST (REMOVE) (37M) LIGHT POLE COMP HIGH MAST (REMOVE) (42M) HIMAST POLE COMPLETE (REM) MNT HT(100) LIGHT POLE COMP HIGH MAST (REWORK) (32M) LIGHT POLE COMP HIGH MAST (REWORK) (37M) POLE CABLE DIST SYS (CONVENTIONAL) POLE CABLE DISTRIBUTION SYS (HIGH MAST) POLE CABLE DISTRIBUTION SYS(WALL MOUNT) LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)( 4M) LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)( 5M) LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)( 6M) LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)( 7M) LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)( 8M) LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)( 9M) LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)(10M) LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)(11M) LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)(12M) LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)(13M) LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)(14M) 247 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2715511115 2715511116 2715511117 2715511206 2715511208 2715511212 2715511213 2715511214 2715511215 2715511217 2715511303 2715511305 2715511306 2715511309 2715511311 2715511312 2715511314 2715511315 2715511316 2715511405 2715511412 2715511415 2715511512 2715511608 2715511609 2715512105 2715512106 2715512107 2715512108 2715512109 2715512111 2715512112 2715512113 2715512114 2715512115 No. of Conts 1 Weighted Average $2,200.00 Total Amount $132,000.00 Total Quantity 60.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL COMP(F&I)(SGLARM SHLD MNT-AL)(15M) COMP(F&I)(SGLARM SHLD MNT-AL)(16M) COMP(F&I)(SGLARM SHLD MNT-AL)(17M) COMP(F&I)(SGLARM SHLD MNT-ST)( 6M) COMP(F&I)(SGLARM SHLD MNT-ST)( 8M) COMP(F&I)(SGLARM SHLD MNT-ST)(12M) COMP(F&I)(SGLARM SHLD MNT-ST)(13M) COMP(F&I,SGLARM AHLDR MNT-ST,14M) COMP(F&I,SGLARM AHLDR MNT-ST,15M) COMP(F&I)(SGLARM SHLD MNT-ST)(17M) COMP(F&I)(SGLARM SHLD MNT-CNC)(3M) COMP(F&I)(SGLARM SHLD MNT-CNC)(5M) COMP(F&I)(SGLARM SHLD MNT-CNC)(6M) COMP(F&I)(SGLARM SHLD MNT-CNC)(9M) COMP(F&I,SGLARM SHLD MNT-CNC,11M) COMP(F&I,SGLARM SHLD MNT-CNC,12M) COMP(F&I,SGLARM SHLD MNT-CNC,14M) COMP(F&I,SGLARM SHLD MNT-CNC,15M) COMP(F&I,SGLARM SHLD MNT-CNC,16M) COMP(F&I,SGLARM SHLD MNT-FBGL,5M) COMP(F&I,SGLARM SHLD MNT-FBGL,12M) COMP(F&I,SGLARM SHLD MNT-FBGL,15M) COMP(F&I,SGLARM SHLD MNT-(WD,12M) COMP(F&I,SGLARM SHLD MNT-CAST,8M) COMP(F&I)(SGLARM SHLD MNT/CI)( 9M) COMP(F&I)(DBLARM SHLD MNT-AL)( 5M) COMP(F&I)(DBLARM SHLD MNT-AL)( 6M) COMP(F&I)(DBLARM SHLD MNT-AL)( 7M) COMP(F&I)(DBLARM SHLD MNT-AL)( 8M) COMP(F&I)(DBLARM SHLD MNT-AL)( 9M) COMP(F&I)(DBLARM SHLD MNT-AL)(11M) COMP(F&I)(DBLARM SHLD MNT-AL)(12M) COMP(F&I)(DBLARM SHLD MNT-AL)(13M) COMP(F&I)(DBLARM SHLD MNT-AL)(14M) COMP(F&I)(DBLARM SHLD MNT-AL)(15M) 248 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2715512206 2715512209 2715512214 2715512223 2715512306 2715512309 2715512311 2715512315 2715512316 2715512609 2715513106 2715513107 2715513108 2715513109 2715513110 2715513111 2715513112 2715513113 2715513114 2715513115 2715513205 2715513609 2715514107 2715514108 2715514109 2715514112 2715514114 2715514115 2715514209 2715514609 2715515104 2715515107 2715515109 2715515111 2715515112 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL COMP(F&I)(DBLARM SHLD MNT-GLV)(6M) COMP(F&I)(DBLARM SHLD MNT-GLV)(9M) COMP(F&I,DBLARM SHLD MNT-GLV,14M) COMP(F&I,DBLARM SHLD MNT-GLV,23M) COMP(F&I)(DBLARM SHLD MNT-CNC)(6M) COMP(F&I)(DBLARM SHLD MNT-CNC)(9M) COMP(F&I,DBLARM SHLD MNT-CNC,11M) COMP(F&I)DBLARM SHLD MNT-CONC(15M) COMP(F&I,DBLARM SHLD MNT-CNC,16M) COMP(F&I)(DBLARM SHLD MNT-(CI)(9M) COMP(F&I)(SGLARM WALL MNT-AL)( 6M) COMP(F&I)(SGLARM WALL MNT-AL)( 7M) COMP(F&I)(SGLARM WALL MNT-AL)( 8M) COMP(F&I)(SGLARM WALL MNT-AL)( 9M) COMP(F&I)(SGLARM WALL MNT-AL)(10M) COMP(F&I)(SGLARM WALL MNT-AL)(11M) COMP(F&I)(SGLARM WALL MNT-AL)(12M) COMP(F&I)(SGLARM WALL MNT-AL)(13M) COMP(F&I)(SGLARM WALL MNT-AL)(14M) COMP(F&I)(SGLARM WALL MNT-AL)(15M) COMP(F&I)(SGLARM WALL MNT-GLV)(5M) COMP(F&I)(SGLARM WALL MNT-(CI)(9M) COMP(F&I)(DBLARM WALL MNT-AL)(7M) COMP(F&I)(DBLARM WALL MNT-AL)(8M) COMP(F&I)(DBLARM WALL MNT-AL)(9M) COMP(F&I)(DBLARM WALL MNT-AL)(12M) COMP(F&I)(DBLARM WALL MNT-AL)(14M) COMP(F&I)(DBLARM WALL MNT-AL)(15M) COMP(F&I)(DBLARM WALL MNT-GLV)(9M) COMP(F&I)(DBLARM WALL MNT-(CI)(9M) COMP(F&I)(SGLARM BR MNT-ALUM)( 4M) COMP(F&I)(SGLARM BR MNT-ALUM)( 7M) COMP(F&I)(SGLARM BR MNT-ALUM)( 9M) COMP(F&I)(SGLARM BR MNT-AL)( 11M) COMP(F&I)(SGLARM BR MNT-AL)( 12M) 249 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2715515113 2715515114 2715515115 2715515202 2715515204 2715515205 2715515207 2715515212 2715515305 2715515405 2715515609 2715516103 2715516104 2715516105 2715516106 2715516107 2715516109 2715516110 2715516112 2715516114 2715516115 2715516203 2715516204 2715516210 2715516305 2715516306 2715516310 2715516315 2715516403 2715516406 2715516602 2715516603 2715516604 2715516608 2715517104 No. of Conts 1 Weighted Average $4,728.36 Total Amount $378,268.80 Total Quantity 80.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL COMP(F&I)(SGLARM BR MNT-AL)( 13M) COMP(F&I)(SGLARM BR MNT-AL)( 14M) COMP(F&I)(SGLARM BR MNT-AL)( 15M) COMP(F&I)(SGLARM BR MNT-GLV)( 2M) COMP(F&I)(SGLARM BR MNT-GLV)( 4M) COMP(F&I)(SGLARM BR MNT-GLV)( 5M) COMP(F&I)(SGLARM BR MNT-GLV)( 7M) COMP(F&I)(SGLARM BR MNT-GLV)( 12M) COMP(F&I)(SGLARM BR MNT-CNC)( 5M) COMP(F&I)(SGLARM BRDG MNT-FG)( 5M) COMP(F&I)(SGLARM BRDG MNT-CI)( 9M) COMP(F&I)(POLE TOP MNT-AL ( 3M) COMP(F&I)(POLE TOP MNT-AL) ( 4M) COMP(F&I)(POLE TOP MNT-AL) ( 5M) COMP(F&I)(POLE TOP MNT-AL) ( 6M) COMP(F&I)(POLE TOP MNT-AL) ( 7M) COMP(F&I)(POLE TOP MNT-AL) ( 9M) COMP(F&I)POLE TOP MNT-ALUM (10M) COMP(F&I)(POLE TOP MNT-AL) (12M) COMP(F&I)(POLE TOP MNT-AL) (14M) COMP(F&I)(POLE TOP MNT-AL) (15M) COMP(F&I)(POLE TOP MNT-GALV) ( 3M) COMP(F&I)(POLE TOP MNT-GALV) ( 4M) COMP(F&I)(POLE TOP MNT-GALV) (10M) COMP(F&I)(POLE TOP MNT-CNC) ( 5M) COMP(F&I)(POLE TOP MNT-CNC) ( 6M) COMP(F&I)(POLE TOP MNT-CONC)( 10M) COMP(F&I)(POLE TOP MNT-CNC) (15M) COMP(F&I,POLE TOP MNT-FBR GLS,03M) COMP(F&I)(POLE TOP MNT-FBRGLS)(6M) COMP(F&I)(POLE TOP MNT-CL)( 2M) COMP(F&I)(POLE TOP MNT-CL)( 3M) COMP(F&I)(POLE TOP MNT-CL)( 4M) COMP(F&I)(POLE TOP MNT-CL)( 8M) COMP(F&I)(DBLARM BR MNT-AL) ( 4M) 250 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2715517105 2715517106 2715517109 2715517115 2715517204 2715517208 2715517209 2715517405 2715517609 2715521105 2715521107 2715521108 2715521109 2715521110 2715521111 2715521112 2715521115 2715521212 2715521215 2715521305 2715521309 2715521311 2715521314 2715521315 2715522109 2715522112 2715522315 2715523109 2715523112 2715523115 2715525109 2715525112 2715525305 2715525405 2715526104 No. of Conts Weighted Average Total Amount Total Quantity 1 1 $3,518.00 $9,997.07 $17,590.00 $99,970.70 5.000 10.000 1 $3,575.83 $35,758.30 10.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL COMP(F&I)(DBLARM BR MNT-AL) ( 5M) COMP(F&I)(DBLARM BR MNT-AL) ( 6M) COMP(F&I)(DBLARM BR MNT-AL) ( 9M) COMP(F&I)(DBLARM BR MNT-AL) (15M) COMP(F&I)(POLE TOP MNT-GALV) ( 4) COMP(F&I)DBLARM BR MNT-GLV) ( 8M) COMP(F&I)DBLARM BR MNT-GLV) ( 9M) COMP(F&I)(DBLARM BRDG MNT-FG)( 5M) COMP(F&I)(DBLARM BR MNT-(CI)( 9M) COMP(FUR)(SGLARM SHLD MNT-AL)( 5M) COMP(FUR)(SGLARM SHLD MNT-AL)( 7M) COMP(FUR)(SGLARM SHLD MNT-AL)( 8M) COMP(FUR)(SGLARM SHLD MNT-AL)( 9M) COMP(FUR)(SGLARM SHLD MNT-AL)(10M) COMP(FUR)(SGLARM SHLD MNT-AL)(11M) COMP(FUR)(SGLARM SHLD MNT-AL)(12M) COMP(FUR)(SGLARM SHLD MNT-AL)(15M) COMP(FUR)(SGLARM SHLD MNT-ST)(12M) COMP(FUR)(SGLARM SHLD MNT-ST)(15M) COMP(FUR)(SGLARM SHLD MNT-CNC)(5M) COMP(FUR)(SGLARM SHLD MNT-CNC)(9M) COMP(FUR,SGLARM SHLD MNT-CNC,11M) COMP(FUR,SGLARM SHLD MNT-CNC,14M) COMP(FUR)SGLARM SHLD MNT(CONC)15M COMP(FUR)(DBLARM SHLD MNT-AL)( 9M) COMP(FUR)(DBLARM SHLD MNT-AL)(12M) COMP(FUR)DBLARM SHLD MNT-CONC(15M) COMP(FUR)(SGLARM WALL MNT-AL)( 9M) COMP(FUR)(SGLARM WALL MNT-AL)(12M) COMP(FUR)(SGLARM WALL MNT-AL)(15M) COMP(FUR)(SGLARM BR MNT-ALUM)( 9M) COMP(FUR)(SGLARM BR MNT-ALUM)(12M) COMP(FUR)(SGLARM BR MNT-CNC)( 5M) COMP(FUR)(SGLARM BRDG MNT-FG)( 5M) COMP(FUR)(POLE TOP MNT-AL) ( 4M) 251 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2715526115 2715526305 2715526306 2715526310 2715526403 2715526603 2715527105 2715527405 2715531108 2715531109 2715531111 2715531112 2715531114 2715531212 2715532108 2715532109 2715532112 2715534112 2715535107 2715535108 2715536104 2715536305 2715536306 2715540000 2715550000 2715561109 2715561114 2715566602 2715571109 2715571112 2715571610 2715572610 2715573109 2715573114 2715573115 No. of Conts Weighted Average Total Amount Total Quantity 1 2 $1,133.00 $357.47 $1,133.00 $11,439.00 1.000 32.000 1 $2,400.00 $9,600.00 4.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LIGHT LIGHT LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL LI/PL COMP(FUR)(POLE TOP MNT-AL) (15M) COMP(FUR)(POLE TOP MNT-CNC) ( 5M) COMP(FUR)(POLE TOP MNT-CNC) ( 6M) COMP(FUR)(POLE TOP MNT-CNC) (10M) COMP(FUR)(POLE TOP MNT-FBRGLS)(3M) COMP(FUR)(POLE TOP MNT-CL)( 3M) COMP(FUR)(DBLARM BR MNT-ALUM)( 5M) COMP(FUR)(DBLARM BRDG MNT-FG)( 5M) COMP(INS)(SGLARM SHLD MNT-AL)( 8M) COMP(INS)(SGLARM SHLD MNT-AL)( 9M) COMP(INS)(SGLARM SHLD MNT-AL)(11M) COMP(INS)(SGLARM SHLD MNT-AL)(12M) COMP(INS)(SGLARM SHLD MNT-AL)(14M) COMP(INS,SGLARM SHLD MNT-GLV,12M) COMP(INS)(DBLARM SHLD MNT-AL)( 8M) COMP(INS)(DBLARM SHLD MNT-AL)( 9M) COMP(INS)(DBLARM SHLD MNT-AL)(12M) COMP(INS)(DBLARM WALL MNT-AL)(12M) COMP(INS)(SGLARM BR MNT-ALUM)( 7M) COMP(INS)(SGLARM BR MNT-ALUM) (8M) COMP(INS)(POLE TOP MNT-AL) ( 4M) COMP(INS)(POLE TOP MNT-CNC ( 5M) COMP(INS)(POLE TOP MNT-CNC) ( 6M) POLE COMP (RELOCATE) POLE COMP (REMOVE) COMP(RPR&REINS)(SGLARM SM ALUM 9M) COMP(RPR&REINS)(SGLARM SM ALUM14M) COMP(RPR & REI)(POLE TP)( 2M) COMP(F&I W/VIB DPR SGLARM AL SM COMP(F&I W/VIB DPR SGLARM AL SM COMP(F&I W/VIB DPR SGLARM CI SM COMP(F&I W/VIB DPR DBLARM CI SM COMP(F&I W/VIB DPR SGLARM AL WM 9M COMP(F&I W/VIB DPR SGLARM AL WM14M COMP(F&I W/VIB DPR SGLARM AL WM15M 252 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2715574112 2715574115 2715575104 2715575107 2715575108 2715575109 2715575111 2715575112 2715575113 2715575114 2715575115 2715575206 2715575208 2715576104 2715577112 2715577114 2715577115 2715612302 2715612402 2715614404 2715616406 2715622404 2715622406 2715623305 2715624206 2715625107 2715631405 2715632306 2715632406 2715636404 2715636406 2715712302 2715732306 2715732406 2721 70 11 No. of Conts Weighted Average Total Amount Total Quantity 1 $2,500.00 $40,000.00 16.000 1 $3,500.00 $28,000.00 8.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y LI/PL COMP(F&I W/VIB DPR DBLARM AL WM12M LI/PL COMP(F&I W/VIB DPR DBLARM AL WM15M LI/PL COMP(F&I W/VIB DPR SGLARM AL BM 4M LI/PL COMP(F&I W/VIB DPR SGLARM AL BM 7M LI/PL COMP(F&I W/VIB DPR SGLARM AL BM 8M LI/PL COMP(F&I W/VIB DPR SGLARM AL BM 9M LI/PL COMP(F&I W/VIB DPR SGLARM AL BM11M LI/PL COMP(F&I W/VIB DPR SGLARM AL BM12M LI/PL COMP(F&I W/VIB DPR SGLARM AL BM13M LI/PL COMP(F&I W/VIB DPR SGLARM AL BM14M LI/PL COMP(F&I W/VIB DPR SGLARM AL BM15M LI/PL COMP(F&I W/VIB DPR SGLARM ST BM 6M LI/PL COMP(F&I W/VIB DPR SGLARM ST BM 8M LI/PL COMP(F&I W/VIB DPR)POLE AL TM LI/PL COMP(F&I W/VIB DPR DBLARM AL BM12M LI/PL COMP(F&I W/VIB DPR)DBLARM AL BM14M LI/PL COMP(F&I W/VIB DPR DBLARM AL BM15M LI/PL COMP(AL STD)F&I(40'/LC2,ARM12'/LC2 LI/PL COMP(AL STD)F&I(40'/LC2,ARM15'/LC2 LI/PL COMP(AL STD)F&I(40'/LC4,ARM15'/LC4 LI/PL COMP(AL STD)F&I(40'/LC6,ARM15'/LC6 LI/PL COMP(AL STD)F&I(45'/LC2,ARM15'/LC4 LI/PL COMP(AL STD)F&I(45'/LC2,ARM15'/LC6 LI/PL COMP(AL STD)F&I(45'/LC3,ARM12'/LC5 LI/PL COMP(AL STD)F&I(45'/LC4,ARM10'/LC6 LI/PL COMP(AL STD)F&I(45'/LC5,ARM 8'/LC7 LI/PL COMP(AL STD)F&I(50'/LC1,ARM15'/LC5 LI/PL COMP(AL STD)F&I(50'/LC2,ARM12'/LC6 LI/PL COMP(AL STD)F&I(50'/LC2,ARM15'/LC6 LI/PL COMP(AL STD)F&I(50'/LC6,ARM15'/LC4 LI/PL COMP(AL STD)F&I(50'/LC6,ARM15'/LC6 LI/PL COMP(AL STD)FUR(40'/LC2,ARM12'/LC2 LI/PL COMP(AL STD)FUR(50'/LC2,ARM12'/LC6 LI/PL COMP(AL STD)FUR(50'/LC2,ARM15'/LC6 PASSENGER SHELTER PRE-FABRATED ALUMINUM 253 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2721 2721 2721 2721 2721 2721 2721 2721 2721 2721 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 72 73 74 1 74 2 75 1 75 2 76 1 77 78 80 71 76101 76102 76103 76104 76105 76106 76107 76108 76109 76110 76111 76113 76114 76116 76119 76122 76123 76124 76125 76126 76199 76403 76408 76409 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description LS LS EA EA EA EA EA EA EA LS M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y WATER SERVICE CONNECTION SEWAGE SERVICE CONNECTION TRASH RECEPTACLE (PRE-FABRICATED) TRASH RECEPTACLE (PRECAST) BENCHES (PRE-FABRICATED) BENCHES (PRECAST) TELEPHONE BOOTH (PRE-FABRICATED) BICYCLE PARKING RACK DRINKING FOUNTAIN PEDESTRIAN PLAZA WELL (IN EXCESS OF 45M) CASING STEEL (F&I) ( 50MM) CASING STEEL (F&I) ( 75MM) CASING STEEL (F&I) ( 100MM) CASING STEEL (F&I) ( 150MM) CASING STEEL (F&I) ( 205MM) CASING STEEL (F&I) ( 255MM) CASING STEEL (F&I) ( 310MM) CASING STEEL (F&I) ( 360MM) CASING STEEL (F&I) ( 405MM) CASING STEEL (F&I) ( 455MM) CASING STEEL (F&I) ( 510MM) CASING STEEL (F&I) ( 610MM) CASING STEEL (F&I) ( 660MM) CASING STEEL (F&I) ( 760MM) CASING STEEL (F&I) ( 915MM) CASING STEEL (F&I) (1065MM) CASING STEEL (F&I) (1215MM) CASING STEEL (F&I) (1370MM) CASING STEEL (F&I)(1525MM) CASING STEEL (F&I)(1675MM) CASING STEEL (F&I) ( 360MM) CASING STEEL (REMOVE) ( 100MM) CASING STEEL (REMOVE) ( 360MM) CASING STEEL (REMOVE) ( 405MM) 254 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 2735 2735 2735 2735 2735 2735 2735 76413 76415 76503 76507 77 01 77 02 77 03 77 04 77 05 77 06 77 07 77 09 77 11 77 12 77 13 77 14 77 16 77 19 77 22 77 23 77 24 77 25 82 83 4 83 6 84 4 87 88 73 74 1 74 2 79 80 86 2 88 1 Weighted Average $1,500.00 Total Amount $3,000.00 Total Quantity 2.000 Unit Meas Obs? Description M1 M1 M1 M1 EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA M2 EA EA M1 EA EA M2 LS LS LS LS EA LS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CASING STEEL (REMOVE) ( 610MM) CASING STEEL (REMOVE) ( 710MM) CASING STEEL (INSTALL) ( 100MM) CASING STEEL (INSTALL) ( 310MM) CASING SPACERS (F&I) ( 50MM) CASING SPACERS (F&I) ( 75MM) CASING SPACERS (F&I) ( 100MM) CASING SPACERS (F&I) ( 150MM) CASING SPACERS (F&I) ( 205MM) CASING SPACERS (F&I) ( 255MM) CASING SPACERS (F&I) ( 310MM) CASING SPACERS (F&I) ( 405MM) CASING SPACERS (F&I) ( 510MM) CASING SPACERS (F&I) ( 560MM) CASING SPACERS (F&I) ( 610MM) CASING SPACERS (F&I) ( 660MM) CASING SPACERS (F&I) ( 760MM) CASING SPACERS ( 915MM) CASING SPACERS (1065MM) CASING SPACERS (1215MM) CASING SPACERS (F&I) (1370MM) CASING SPACERS (F&I) (1525MM) PUMP HOUSE WELL (TO 75M DEPTH)(100MM CASING) WELL (TO 75M DEPTH)(150MM CASING) WELL (> 75M DEPTH)(100MM CASING) GROUNDWATER MONITORING WELL INSTALLATION PUMPING SYSTEM ARCHITECTURAL WORK TOLL PLAZA (LOCATION 1) TOLL PLAZA (LOCATION 2) SEWAGE AND WATER MODIFICATIONS SERVICE PLAZA RENOVATION DET VEH(TREADLE FRAME)(NEW CONCR PAVEMT) MODIFY EXISTING TOLL PLAZA 255 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 2735 2736 2736 2736 2737 2737 2737 2737 2740 2740 2740 2740 2741 2741 2741 2741 2741 2742 2742 2743 2744 2744 2744 2745 2745 2746 2746 2746 2746 2746 2746 2746 2746 2746 2746 89 72 11 72 12 75 70 1 70 2 70 3 71 1 71124 71132 71134 71144 70111 70112 70121 70122 70123 70 12 70 41 70 11 70 11 70 12 70 32 70 11 70 12 71111 71112 71121 71122 71131 71132 71211 71212 71221 71222 Weighted Average Total Amount Total Quantity 1 $1,465.00 $17,580.00 12.000 2 1 $1,267.89 $2,930.50 $20,286.28 $2,930.50 16.000 1.000 1 $3,210.00 $6,420.00 2.000 Unit Meas Obs? Description EA LS LS EA EA EA EA M1 M1 M1 M1 M1 EA EA EA EA EA AS AS AS EA EA EA AS AS EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y AUTOMATIC WINDSHIELD WASHER UTILITY RELOCATE (WATER)(PERMANENT) UTILITY RELOCATE(WATER) (TEMPORARY) RAILROAD XING SIGNAL(CLS II)(TYP I) UTILITY LOCATE (UNDERGROUND) UTILITY LOCATE (UNDER PAVEMENT) UTILITY LOCATE (ELECTRONIC-HORIZONTAL) UTIL DESIGNATE ELECTRONIC(UNDERGROUND) WALL (F&I)(PANEL WALL)(HT-OTHER) WALL (F&I)(BLOCK) (3050MM) WALL (F&I)(BLOCK)(OTHER) WALL (F&I)(OTHER)(OTHER) TMS VEH SENSOR (F&I)(TYPE I) (HALF LANE) TMS VEH SENSOR (F&I)(TYPE I) (FULL LANE) TMS VEH SENSOR (F&I)(TYP II) (HALF LANE) TMS VEH SENSOR (F&I)(TYP II) (FULL LANE) TMS VEH SNSR(F&I)(TYP II)(NON-INTRUSIVE) TMS (W.I.M.) ASSEM (F&I)(PIEZOELECTRIC) TMS (W.I.M.) ASSEM (REM)(BENDING PLATE) TMS VEH SPD UNIT(F&I)(ELEC UNITS W/ CAB) TMS SOLAR POWER (F&I)(NEW POLE) TMS SOLAR POWER (F&I)(EXISTING POLE) TMS SOLAR POWER (INS)(EXISTING POLE) TMS INDUCTIVE LOOP ASSEMBLY (F&I) (ONE) TMS IND LOOP ASM (F&I)(2 LOOPS PER LANE) TMS CABINENT(TYP 3,F&I,BSE,1 BACKPLANE) TMS CABINENT(TYP 3,F&I,BSE,2 BACKPLANE) TMS CAB (TYP 3)(F&I)(POLE)(1 BACKPLANE) TMS CAB (TYP 3)(F&I)(POLE)(2 BACKPLANE) TMS CAB (TYP 3)(F&I)(PED)(1 BACKPLANE) TMS CABINET (TYPE 3)(F&I)(PEDESTAL)(TWO) TMS CAB(TYP 4,F&I,BSE MNT,1 BACKPLANE) TMS CAB(TYP 4,F&I,BSE MNT,2 BACKPLANE) TMS CAB(TYP 4,F&I,POLE MNT,1 BACKPLANE) TMS CAB(TYP 4,F&I,POLE MNT,2 BACKPLANE) 256 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2746 71232 2746 71311 2746 71312 2746 73131 2746 73132 2746 73222 2746 73232 2746 74132 2747 70 11 2747 70 31 2750 71 2750 77 3 2750 77 5 2750 78 2750 79 2750 80 2750 81 1 2750 83 2750711100 2750711112 2750711117 2750711118 2750711126 2750711132 2750711232 2750711300 2750711301 2750711331 2750711332 2751 1 2753 72 2755 70 2755 70 2 2755 70 4 2755 70 5 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA LS EA EA EA LS LS EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TMS CAB(TYP 4,F&I,PED. MNT,2 BACKPLANE) TMS CABINET (TYPE V)(F&I)(BASE)(ONE) TMS CABINET (TYPE V)(F&I)(BASE)(TWO) TMS CAB (TYP 3)(INS)(PED)(1 BACKPLANE) TMS CAB (TYP 3)(INS)(PED)(2 BACKPLANE) TMS CAB (TYP 4)(INS)(POLE)(2 BACKPLANE) TMS CAB(TYP 4,INS,PEDS MNT,2 BACKPLANE) TMS CAB(TYP 3,MOD,PEDS MNT,2 BACKPLANE) TMS MODEM (F&I) (MODEM) TMS MODEM (INS) (MODEM) ELECTRICAL WORK BUILDING REST FACILITY (MODIFICATION) BUILDING REST FACILITY (MAINTENANCE) FLAG POLE ELECTRICAL POWER SUPPLY TELEPHONE SERVICE RADIO WEATHER SERV RECEIVER W/ OUTSID SEPTIC TANK AND DISPOSAL SYSTEM LIGHTNING PROT SYS(F&I)(POINT DISCHARGE) LGTNG PROT SYS(F&I)(PT DISC 1101-1200M) LGTNG PROT SYS(F&I)(PT DISC 1601-1700M) LGTNG PROT SYS(F&I)(PT DISC 1701-1800M) LGTNG PROT SYS(F&I)(PT DISC 2501-3000M) LIGHTNING PROT SYS(F&I)(PT DISC 2 LEAF) LGTNG PROT SYS(F&I)(ST CHG DIS 2 LEAF) LIGHTNING PROT SYS(F&I)(SURGE SUPRES) LGTNG PROT SYS(F&I,SURGE SUPRESS 1-100M) LGTNG PROT SYS(F&I,SURGE SUPRESS 1 LEAF) LGTNG PROT SYS(F&I,SURGE SUPRESS 2 LEAF) ASBESTOS ABATEMENT (BUILDING) LIFT STATION (SANITARY SEWER) PLANT SEWAGE TREATMENT (NEW) PLANT SEWAGE TREATMENT (RENOVATION) PLANT SEWAGE TREATMENT (REPLACE) PLANT SEWAGE TREATMENT (REMOVE) 257 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2755 72 2755 72 1 2755 72 2 2760 70 2 2760 70 3 2760 70 4 2760 70 5 2764 1 2764 2 2770 70 2770 77 2770 78 2770 79 2770 80 1 2770 89 11 2770 89 15 2770 89 55 2770 93151 2770 93152 2770007107 2770007109 2770101101 2770104102 2770105104 2770106109 2770107101 2770107109 2770121101 2770121103 2770136109 2770141101 2770141103 2770141109 2770146103 2770146104 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA LS EA EA EA EA EA M2 M2 EA PB EA LS LS M2 M2 M2 EA EA EA EA M2 M2 M2 M2 M2 M2 M2 LS M2 M2 M2 M2 M2 M2 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PLANT WATER TREATMENT PLANT WATER TREATMENT (AERATOR) PLANT WATER TREATMENT (RENOVATION) PICNIC PAVILION (RENOVATION) PICNIC PAVILION (ADDITION) PICNIC PAVILION (SMALL)( 8-12 SEATS) PICNIC PAVILION (LARGE)(24-36 SEATS) BOAT DOCK (F&I)(FLOATING) BOAT DOCK (F&I)(GANGWAY) OFFICE BUILDING BUILDING (INSPECTION/COMFORT STATION) STATIC / WEIGH-IN-MOTION SYSTEM WEIGH STATION MODIFY EXISTING BUILDING ADDITIONAL UNCOVERED A(F&I) (PLANTERS) ADDITIONAL UNCOVERED AREA(F&I) (OTHERS) ADDITIONAL UNCOVERED ADJ A(OTH WORK & A) A/C SYS (F&I) (HEAT PUMP < 12.1 MJ) A/C SYS (F&I)(HEAT PUMP 12.1 TO 25.0MJ) BLD(OTH OTH)(OTH ABV GRND SGL)(6100MM) BUILDING (ABOVE GROUND SINGLE) BLD(NEW-OTH,CNC BLK)ABV GRND/SGL(2440MM) BLD(NEW OTH)(CNC ABOVE GRND SGL)(2750MM) BLD(NEW OTH)(BRICK ABV GRND SGL)(3660MM) BLD(NEW OTH)(COMB/ ABV GRND SGL)(OTH HT) BLD (NEW OTH) (OTH) ABV SGL)(2440MM) BLD (NEW OTH) (OTH) ABV SGL)(OTH HT) BLD(NEW MNT FAC/CNC ABV SGL)(2440MM) BLD(NEW MNT FAC/CNC ABV SGL)(3060MM) BLD(NEW WELCOME STAT.,COMBO ABV SGL,OTH) BLD(NEW REST FAC)(CNC ABV SGL)(2440MM) BLD(NEW REST FAC)(CNC ABV SGL)(3060MM) BLD(NEW REST FAC)(CNCABV SGL)(OTH HT) BLD(NEW REST FAC)(COMBO ABV SGL)(3060MM) BLD(NEW REST FAC)(COMBO ABV SGL)(3660MM) 258 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2770146109 2770200 2770210 2770240 2770501706 2770701103 2770706103 2770741103 2770743103 2770756109 2823 11100 2823 11150 2823 13150 2825132110 2825132210 2825136120 2825136210 2825136220 2825141210 2825142210 2825146110 2825151210 2825156110 2825156120 2825156121 2825311400 2825451 1 2825536111 2825536112 2825536121 2825536122 2825536212 2825536221 2825536222 2825536281 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M2 EA EA EA M2 M2 M2 M2 M2 M2 M2 M2 M2 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y BLD(NEW REST FAC)(COMBO ABV SGL)(OTH HT) BUILDING(RENOVATION-OTHER) BUILDING(RENOVATION-OFFICE) BUILDING(RENOVATION-REST FAC/MEN-WOMEN) BLD(ARCITECTURAL WORK,CNC BLOCK,5490MM) BLD(REM/OTH,CON BLK,ABV GRND/SGL,3060MM) BLD(REM OTH)(COMB ABV GRND SGL)(3060MM) BLD(REM REST FAC,CB ABV GRN SGL,3060MM) BLD(REM REST FAC,ST ABV GRN SGL,3060MM) BLD(REM SERV PLZ)(CB ABV GRN SGL)( OTH) SUBBALLAST (F&I)(100MM) SUBBALLAST (F&I)(150MM) SUBBALLAST (INS)(150MM) STD TRACK(INS) 57.05KG/M CONT WELD/TMB STD TRACK (INSTALL)(57.05 KG/M)(JOINTED) STD TRACK (INSTALL)(67.46 KG/M)(CWR) STD TRACK (INSTALL)(67.46 KG/M)(JOINTED) STD TRACK (INSTALL)(67.46 KG/M)(JOINTED) STD TRACK (REMOVE)(49.60 KG/M)(JOINTED) STD TRACK (REM)(57.05 KG/M) JR/TIMB/SRH STD TRACK(REM) 67.46KG/M CONT WELD/TMB STD TRACK (MODIFY)(49.60 KG/M)(JOINTED) STD TRACK (MOD)(67.46 KG/M)CWR/TIMB/SRH STD TRACK (MOD)(67.46 KG/M)CWR/CONC/SRH STD TRACK (MOD)(67.46 KG/M)CWR/CONC/HRH TRACK RAISING (CWR) (TIMBER TIE) (400MM) LINE & SURFACE (65.98 KG/M)(CWR)(TIMB) TURNOUT (I)(67.46KG/M)(RH)(# 8)TIMB TURNOUT (I)(67.46KG/M)(RH)(# 8)CONC TURNOUT (I)(67.46KG/M)(RH)(#10)TIMB TURNOUT (INSTALL)(67.46 KG/M)(RH)(NO.10) TURNOUT (I)(67.46KG/M)(LH)(# 8)CONC TURNOUT (I)(67.46KG/M)(LH)(#10)TIMB TURNOUT (INSTALL)(67.46 KG/M)(LH)(NO.10) TURNOUT (I)(67.46KG/M)(LH)(#20)TIMB 259 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2825536282 2825541111 2825542121 2825542161 2825542211 2825542221 2825542261 2825636182 2825636282 2825642261 2827 1321 2827 1361 2827 1411 2827 1421 2827 1461 2827 2324 2830110121 2830110211 2830114111 2830131612 2830132121 2830132611 2830140121 2830143121 2832 1 2 2832 1 6 2832 2 2 2832 2 6 2832 2 8 2836131612 2836132212 2900576 1 2901337 8 2902576 1 2902576 2 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA M1 M1 M1 M1 M1 M1 M1 M1 EA EA EA EA EA EA EA HA MT M2 M2 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TURNOUT (I)(67.46KG/M)(LH)(#20)CONC TURNOUT (REMOVE)(49.60 KG/M)(RH)(NO. 8) TURNOUT (REMOVE)(57.05KG/M)(RH)(#10)TIMB TURNOUT (REMOVE)(57.05KG/M)(RH)(#16)TIMB TURNOUT (REMOVE)(57.05KG/M)(LH)(#08)TIMB TURNOUT (REMOVE)(57.05KG/M)(LH)(#10)TIMB TURNOUT (REMOVE)(57.05KG/M)(LH)(#16)TIMB CROSSOVER (I)(67.46 KG/M)(RH)(NO.20) CROSSOVER (I)(67.46 KG/M)(LH)(NO.20) CROSSOVER (REM)57.05 KG/M(LH)(#16)(TIMB) DERAIL (INSTALL)(57.05 KG/M)(MANUAL) DERAIL (INSTALL)(67.46 KG/M)(MANUAL) DERAIL (REMOVE)(49.60 KG/M)(MANUAL) DERAIL (INSTALL)(57.05 KG/M)(MANUAL) DERAIL (REMOVE) (67.46 KG/M)(MANUAL) BUMPING POST (I)(57.05 KG/M)(BUFFER) GRADE XING (F&I)(49.60 KG/M)(TEMP)(JR) GRADE XING (F&I)(57.05 KG/M)(TEMP)(CWR) GRADE XING (F&I)(49.60 KG/M)(ASPH)(CWR) GRADE XING (I)(67.46 KG/M)(CONC PANLS) GRADE XING (I)(49.60 KG/M)(RUBBER)(JR) GRADE XING (I)(67.46 KG/M)(RUBR PANLS) GRADE XING (REM)(49.60 KG/M)(TEMP)(JR) GRADE XING (REM)(49.60 KG/M)(TIMBER)(JR) WELDS(ELECTRIC FLASH BUT)(57.05 KG/M) WELDS(ELECTRIC FLASH BUT)(67.46 KG/M) WELDS(THERMITE) (57.05 KG/M) WELDS(THERMITE) (67.46 KG/M) WELDS(THERMITE) (SPECIAL) INSULATED JTS(I)(67.46 KG/M)(PRE-FAB) INSULATED JTS(I)(57.05 KG/M)(FIELD-BOND) GRASSING COMPLETE BONDED ASPH CONC FRICTION COURSE PERFORMANCE GRASSING PERFORMANCE SODDING 260 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 2902577 1 2903455 1 2903455 2 2904311 1 2999 2 2999 10 2999 16 2999 20 2999 25 2999102 1 2999102 2 2999455 12 2999455 22 3000 5 3000 6 3000 7 3000 8 3000 9 3010 1 3010 2 3010 3 3020 1 3020 2 3020 3 3030 11 1 3030 11 4 3030 11 5 3030 11 6 3030 11 7 3030 11 8 3030 17 4 3030 17 5 3030 17 6 3030 17 7 3030 17 8 No. of Conts Weighted Average Total Amount Total Quantity 1 $1.98 $5,075.93 2,563.600 2 3 6 $10,500.00 $3,300.00 $68,643.75 $21,000.00 $188,100.00 $549,150.00 2.000 57.000 8.000 Unit Meas Obs? Description M2 EA M1 M2 LS DD LS DA LS MH MH M1 M1 LS LS LS LS LS EA M1 M1 M1 M1 M1 EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y REWORKING SHOULDERS EMBEDDED DATA COLLECTOR PLASTIC MARINE COMPOSITE PILE SAND SEAL COATING LUMP SUM CONTRACT (ALTERNATIVE BIDDING) CALENDAR DAYS (TIME BID) PARTNERING (DO NOT BID) DISPUTES REVIEW BOARD (DO NOT BID) INITIAL CONTINGENCY AMOUNT (DO NOT BID) S&L ENFORCE OFFICER (STATE FURN)CO CONT S&L ENFORCE OFFICER (STATE FURN)DO CONT PILING(PRESTRESSED CONCRETE) (455 MM SQ) TEST PILING(PREST CONCRETE)(455 MM SQ) UTILITY WORK (SEWER) UTILITY WORK (WATER) UTILITY WORK (POWER) UTILITY WORK (COMMUNICATIONS) UTILITY WORK (FUEL) PI(PLUG & PLACE OOS) (200MM OR LESS) PI(PLUG & PLACE OOS) (200MM OR LESS) PI(PLUG & PLACE OOS) (210MM OR MORE) PIPE (REMOVAL) (460MM OR LESS) PIPE (REMOVAL) (500MM OR MORE) PIPE (REMOVAL)(HAZARDOUS MATERIAL) BRIDGE HANGER(F&I)(GLV ST) (100MM OR <) BRIDGE HANGER(F&I)(GLV ST) (>150-200MM) BRIDGE HANGER(F&I)(GLV ST) (>200-300MM) BRIDGE HANGER(F&I)(GLV ST) (>300-400MM) BRIDGE HANGER(F&I)(GLV ST) (>400-500MM) BRIDGE HANGER(F&I)(GLV ST) (>500-700MM) BR HANGER(F&I)(STAINLESS ST)(>150-200MM) BR HANGER(F&I)(STAINLESS ST)(>200-300MM) BR HANGER(F&I)(STAINLESS ST)(>300-400MM) BR HANGER(F&I)(STAINLESS ST)(>400-500MM) BR HANGER(F&I)(STAINLESS ST)(>500-700MM) 261 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 3030 34 3030 91 3030 91 3030 91 3030 91 3030 91 3030 97 3040140 3040150 3060110 3060110 3060110 3060111 3060111 3060111 3060111 3060111 3060112 3060112 3060113 3060113 3060113 3060113 3060113 3060120 3060120 3060120 3060120 3060121 3060121 3060121 3060121 3060123 3060123 3060133 1 1 2 4 5 6 9 11 12 13 11 12 13 21 51 11 12 11 12 13 51 52 11 12 13 43 11 12 13 23 11 12 11 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA M2 M2 EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y BRIDGE HANGER (I) (FIBGLS) (100MM OR <) BR HANGER(REM)(GLVANIZ ST)(100MM OR <) BRIDGE HANGER(REM)(GALV ST) (>100-125MM) BRIDGE HANGER(REM)(GALV ST) (>150-2--MM) BRIDGE HANGER(REM)(GALV ST) (>200-300MM) BRIDGE HANGER(REM)(GALV ST) (>300-400MM) BR HANGER(REM)(STAINLESS ST) (>700MM) SHEATH/BRACE (F&I)(CONT.CHOICE MATL USE) SHEATH/BRACE(F&I,CONT.CHOICE PILE/SHELD) UTIL STRUCT (F&I)(STANDARD) (0.0M-2.0M) UTIL STRUCT (F&I)(STANDARD) (2.0M-3.5M) UTIL STRUCT (F&I)(STANDARD) (3.5 & OVER) UTIL STRUCT (F&I)(STANDARD) (0.0M-2.0M) UTIL STRUCT (F&I)(STANDARD) (2.0M-3.5M) UTIL STRUCT (F&I)(STANDARD) (3.5 & OVER) UTIL STRUCT (F&I)(STANDARD) (0.0M-2.0M) UTIL STRUCT (F&I)(STANDARD) (0.0M-2.0M) UTIL STRUCT (F&I)(STANDARD) (0.0M-2.0M) UTIL STRUCT (F&I)(STANDARD) (2.0M-3.5M) UTIL STRUCT (F&I)(STANDARD) ( 0M-2.0M) UTIL STRUCT (F&I)(STANDARD) (2.0M-3.5M) UTIL STRUCT (F&I)(STD) (3.5M & OVER) UTIL STRUCT (F&I)(STD) (0.0M - 2.0M) UTIL STRUCT (F&I)(STD) (2.0M - 3.5M) UTIL STRUCT(F&I)(STAND. DROP)(0.0M-2.0M) UTIL STRUCT(F&I)(STAND. DROP)(2.0M-3.5M) UTIL STRUCT(F&I)(STAND.DROP)(3.5M&OVER) UTIL STRUCT(F&I)(SP)(FIBERGL)(3.5&OVER) UTIL STRUCT.(F&I,STD DROP,REG.LIN,.0M-2M UTIL STRUCT.F&I,STD DROP,REG.LIN,2M-3.5M UTIL STRUCT(F&I,STD DROP,REG.LIN,3.5M &> UTIL STRUCT(F&I,STD DROP,REG.LIN,3.5M &> UTIL STRUCT.F&I,STD DROP,COVER,.0M-2.M UTIL STRUCT.(F&I,STD DROP,COVER,2.0M-3.5 UTIL STRUCT.(F&I,MOD DROP,COVER,0.0M-2.0 262 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3060133 12 3060140 11 3060140 12 3060140 13 3060140 22 3060140 23 3060140 42 3060140 51 3060140 52 3060141 11 3060141 12 3060141 13 3060141 23 3060141 52 3060143 11 3060143 12 3060143 21 3060143 51 3060144 21 3060144 51 3060144 52 3060340 12 3060344 41 3060344 51 3060410 11 3060413 11 3060500 3060600 3060710 11 3060711 51 3060711 52 3060721 53 3060730 13 3060740 11 3070110100 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y UTIL STRUCT.(F&I,MOD DROP,COVER,2.0M-3.5 UTIL STRUCT (F&I)(SPECIAL) (0.0M-2.0M) UTIL STRUCT (F&I)(SPECIAL) (2.0M-3.5M) UTIL STRUCT (F&I)(SPECIAL) (3.5M & OVER) UTIL STRUCT (F&I)(SPECIAL) (2.0M-3.5M) UTIL STRUCT (F&I)(SPECIAL) (3.5M&OVER) UTIL STRUCT(F&I)(SP)(FIBERGL)(2.0M-3.5M) UTIL STRUCT (F&I)(SPECIAL) (0.0M-2.0M) UTIL STRUCT (F&I)(SPE)OPT (2.0M-3.5M) UTIL STRUCT (F&I)(SP)(PRCST)(0.0M-2.0M) UTIL STRUCT (F&I)(SP)(PRCST)(2.0M-3.5M) UTIL STRUCT (F&I)(SP)(PRCST)(3.5M-OVER) UTIL STRUCT(F&I)SPL(FORM)REG LN(3.5M &>) UTIL STRUCT(F&I)(SPECIAL) (2.0M-3.5M) UTIL STRUCT (F&I)(SPECIAL) (0.0M-2.0M) UTIL STRUCT (F&I)(SPECIAL) (2.0M-3.5M) UTIL STRUCT (F&I)(SPECIAL) (0.0M-2.0M) UTIL STRUCT (F&I)(SPECIAL) (0.0M-2.0M) UTIL STR(F&I,SPL)METER SYS/FORMED,0-2.0M UTIL STRUCT (F&I)(SPECIAL) (0.0M-2.0M) UTIL STRUCT (F&I)(SPECIAL) (2.0M-3.5M) UTIL STRUCT (F&I)(SP)(PRCST)(2.0M-3.5M) UTIL STRUCT(INS)(SPE)(FBRGLS)(0M-2.0M) UTIL STRUCT (INS)(SPECIAL) (0.0M-2.0M) UTIL STRUCTURES(SS&R/STD)(PRECAST)(0-2M) UTIL STRUCT (SS&R/STD)(COVER)PRCST 0-2M UTILITY STRUCTURES (ADJ & MOD) UTILITY STRUCTURES (REMOVE) UTIL STRUCT (MODIFY STD)PRCST(0.0M-2.0M) UTILITILTY STR(MOD)(STD)REG LN(0-2.0M) UTILITILTY STR(MOD)(STD)REG LN(2-3.5M) UTILITILTY STR(MOD)(STD)REG LN(3.5M->) UTILITY STRUCT(MOD)PRECAST(3.5M & >) UTILITY STRUCT(MOD)SPECIAL(0-2.0M) VLV ASM (F&I)(CI)(1034 KPA)(NON-STAN) 263 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3070110200 3070110208 3070111101 3070111102 3070111103 3070111105 3070111106 3070111107 3070111108 3070111109 3070111110 3070111111 3070111112 3070111113 3070111115 3070111116 3070111117 3070111118 3070111200 3070111202 3070111203 3070111204 3070111205 3070111206 3070111207 3070111208 3070111209 3070111210 3070111211 3070111212 3070111213 3070111215 3070111216 3070112205 3070113105 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV ASM (F&I)(CI)(1724 KPA)(NON-STAN) ASM (SPE)(F&I)(CI)(1724 KPA)(152MM) ASM GATE (F&I)(CI)(1034 KPA)( 19MM) ASM GATE (F&I)(CI)(1034 KPA)( 25MM) ASM GATE (F&I)(CI)(1034 KPA)( 32MM) ASM GATE (F&I)(CI)(1034 KPA)( 51MM) ASM GATE (F&I)(CI)(1034 KPA)( 64MM) ASM GATE (F&I)(CI)(1034 KPA)(102MM) ASM GATE (F&I)(CI)(1034 KPA)(152MM) ASM GATE (F&I)(CI)(1034 KPA)(203MM) ASM GATE (F&I)(CI)(1034 KPA)(254MM) ASM GATE (F&I)(CI)(1034 KPA)( 305MM) ASM GATE (F&I)(CI)(1034 KPA)( 356MM) ASM GATE (F&I)(CI)(1034 KPA)( 406MM) ASM GATE (F&I)(CI)(1034 KPA)(508MM) ASM GATE (F&I)(CI)(1034 KPA)(610MM) ASM GATE (F&I)(CI)(1034 KPA)(762MM) ASM GATE (F&I)(CI)(1034 KPA)(914MM) ASSEMBLY GATE(F&I)(CI)(1724 KPA)(NS) ASM GATE(F&I)(CI)(1724 KPA)( 25MM) ASM GATE (F&I)(CI)(1724 KPA)( 32MM) ASM GATE (F&I)(CI)(1724 KPA)( 38MM) ASM GATE (F&I)(CI)(1724 KPA)( 51MM) ASM GATE (F&I)(CI)(1724 KPA)( 64MM) ASM GATE (F&I)(CI)(1724 KPA)(102MM) ASM GATE (F&I)(CI)(1724 KPA)(152MM) ASM GATE (F&I)(CI)(1724 KPA)(203MM) ASM GATE (F&I)(CI)(1724 KPA)(254MM) ASM GATE (F&I)(CI)(1724 KPA)(305MM) ASM GATE (F&I)(CI)(1724 KPA)(356MM) ASM GATE (F&I)(CI)(1724 KPA)(406MM) ASM GATE (F&I)(CI)(1724 KPA)(508MM) ASM GATE (F&I)(CI)(1724 KPA)(610MM) ASM(F&I)(CI)(GLOBE)(1724 KPA)( 51MM) ASM CHK(F&I)(CI) (1034 KPA) ( 51MM) 264 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3070113107 3070113108 3070113109 3070113110 3070113111 3070113113 3070113202 3070113205 3070113208 3070113209 3070113210 3070114100 3070114105 3070114107 3070114108 3070114109 3070114110 3070114111 3070114113 3070114115 3070114116 3070114200 3070114207 3070114208 3070114209 3070114210 3070114211 3070114213 3070114215 3070114216 3070115111 3070115113 3070115115 3070115116 3070115118 No. of Conts 1 1 Weighted Average $800.00 $600.00 Total Amount $800.00 $2,400.00 Total Quantity 1.000 4.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM CHK(F&I)(CI) (1034 KPA) (102MM) CHK(F&I)(CI) (1034 KPA) (152MM) CHK(F&I)(CI) (1034 KPA) (203MM) CHK(F&I)(CI) (1034 KPA) (254MM) CHK(F&I)(CI) (1034 KPA) (305MM) CHK(F&I)(CI) (1034 KPA) (406MM) CHK(F&I)(CI) (1724 KPA) ( 25MM) CHK(F&I)(CI) (1724 KPA) ( 51MM) CHK(F&I)(CI) (1724 KPA) (152MM) CHK(F&I)(CI) (1724 KPA) (203MM) CHK(F&I)(CI) (1724 KPA) (254MM) PLUG(F&I)(CI)(1034 KPA)(NON STD) PLUG (F&I)(CI)(1034 KPA)( 51MM) PLUG (F&I)(CI)(1034 KPA)(102MM) PLUG (F&I)(CI)(1034 KPA)(152MM) PLUG (F&I)(CI)(1034 KPA)(203MM) PLUG (F&I)(CI)(1034 KPA)(254MM) PLUG (F&I)(CI)(1034 KPA)(305MM) PLUG (F&I)(CI)(1034 KPA)(406MM) PLUG (F&I)(CI)(1034 KPA)(508MM) PLUG (F&I)(CI)(1034 KPA)(610MM) PLUG (F&I)(CI) (1724KPA) NON STD PLUG (F&I)(CI) (1724KPA) (102MM) PLUG (F&I)(CI) (1724KPA) (152MM) PLUG (F&I)(CI)(1724 KPA)(203MM) PLUG (F&I)(CI)(1724 KPA)(254MM) PLUG (F&I)(CI)(1724 KPA)(305MM) PLUG (F&I)(CI)(1724 KPA)(406MM) PLUG (F&I)(CI)(1724 KPA)(508MM) PLUG (F&I)(CI)(1724 KPA)(610MM) BUTFLY(F&I)(CI)(1034 KPA)(305MM) BUTFLY(F&I)(CI)(1034 KPA)(406MM) BUTFLY(F&I)(CI)(1034 KPA)(508MM) BUTFLY(F&I)(CI)(1034 KPA)(610MM) BUTFLY(F&I)(CI)(1034 KPA)(914MM) 265 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3070115211 3070115213 3070115215 3070115216 3070115217 3070115218 3070116101 3070116105 3070116108 3070116109 3070116110 3070116111 3070116113 3070116205 3070116207 3070116208 3070118101 3070118102 3070118105 3070118107 3070118108 3070118109 3070118110 3070118111 3070118113 3070118205 3070118207 3070118208 3070118209 3070118210 3070119105 3070119107 3070119108 3070119109 3070119111 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM ASM AIR AIR AIR AIR AIR AIR AIR AIR AIR AIR AIR AIR AIR AIR ASM ASM ASM ASM ASM BUTFLY(F&I)(CI)(1724 KPA)(305MM) BUTFLY(F&I)(CI)(1724 KPA)(406MM) BUTFLY(F&I)(CI)(1724 KPA)(508MM) BUTFLY(F&I)(CI)(1724 KPA)(610MM) BUTFLY(F&I)(CI)(1724 KPA)(762MM) BUTFLY(F&I)(CI)(1724 KPA)(914MM) BLOW(F&I)(CI)(1034 KPA) ( 19MM) BLOW (F&I)(CI)(1034 KPA)( 51MM) BLOW (F&I)(CI)(1034 KPA)(152MM) BLOW (F&I)(CI)(1034 KPA)(203MM) BLOW (F&I)(CI)(1034 KPA)(254MM) BLOW (F&I)(CI)(1034 KPA)(305MM) BLOW (F&I)(CI)(1034 KPA)(406MM) BLOW (F&I)(CI)(1724 KPA)( 51MM) BLOW (F&I)(CI)(1724 KPA)(102MM) BLOW (F&I)(CI)(1724 KPA)(152MM) RELIEF (F&I)(CI)(1034 KPA)(19MM) RELIEF (F&I)(CI)(1034 KPA)(25MM) RELIEF (F&I)(CI)(1034 KPA)(51MM) RLSE (F&I)(CI)(1034 KPA)(102MM) RLSE (F&I)(CI)(1034 KPA)(152MM) RLSE (F&I)(CI)(1034 KPA)(203MM) RLSE (F&I)(CI)(1034 KPA)(254MM) RLSE (F&I)(CI)(1034 KPA)(305MM) RLSE (F&I)(CI)(1034 KPA)(406MM) RELIEF (F&I)(CI)(1724 KPA)(51MM) RELIEF(F&I)(CI)(1724 KPA)(102MM) RELIEF(F&I)(CI)(1724 KPA)(152MM) RLSE (F&I)(CI)(1724 KPA)(203MM) RELIEF(F&I)(CI)(1724 KPA)(254MM) COMBO(F&I)(CI)(1034 KPA)( 51MM) VAC/AIR(F&I) CI)(1034KPA)(102MM) VAC/AIR(F&I)(CI)(1034KPA)(152MM) VAC/AIR(F&I)(CI)(1034KPA)(203MM) VAC/AIR(F&I)(CI)(1034KPA)(305MM) 266 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3070119113 3070119211 3070120100 3070121101 3070121102 3070121104 3070121105 3070121106 3070121110 3070121111 3070121113 3070121116 3070121205 3070121208 3070121211 3070123105 3070123106 3070124205 3070124207 3070124209 3070124211 3070126105 3070126205 3070127102 3070127104 3070127105 3070128101 3070128102 3070128105 3070128106 3070128107 3070128108 3070128109 3070128201 3070128205 No. of Conts Weighted Average Total Amount Total Quantity 1 $2,500.00 $2,500.00 1.000 1 $2,500.00 $2,500.00 1.000 Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV VLV ASM VAC/AIR(F&I)(CI)(1034KPA)(406MM) ASM VAC/AIR(F&I)(CI)(1724KPA)(305MM) ASSEM SPE (F&I)(BRONZE)(1034 KPA) ASM GATE (F&I)(BZ)(1034 KPA)(19MM) ASM GATE (F&I)(BZ)(1034 KPA)(25MM) ASM GATE (F&I)(BZ)(1034 KPA)(38MM) ASM GATE (F&I)(BZ)(1034 KPA)(51MM) ASM GATE (F&I)(BZ)(1034 KPA)(64MM) ASM GATE (F&I)(BZ)(1034 KPA 254MM) ASM GATE (F&I)(BZ)(1034 KPA 305MM) ASM GATE (F&I)(BZ)(1034 KPA 406MM) ASM GATE (F&I)(BZ)(1034 KPA 610MM) ASM GATE (F&I)(BZ)(1724 KPA 51MM) ASM GATE (F&I)(BZ)(1724 KPA 152MM) ASM GATE (F&I)(BZ)(1724 KPA 305MM) ASM CHK(F&I)(BZ)(1034 KPA)(51MM) ASM CHK(F&I)(BZ)(1034 KPA)(64MM) ASM PLUG (F&I)(BZ)(1724 KPA)(51MM) ASM PLUG (F&I)(BZ)(1724 KPA)(102MM) ASM PLUG (F&I)(BZ)(1724 KPA)(203MM) ASM PLUG (F&I)(BZ)(1724 KPA)(305MM) ASSEM BLOW (F&I)(BZ)(1034 KPA)(51MM) ASSEM BLOW (F&I)(BZ)(1724 KPA)(51MM) ASM VAC PREV(F&I)(BZ)(1034KPA)(25MM) ASM VAC PREV(F&I)(BZ)(1034KPA)(38MM) ASM VAC PREV(F&I)(BZ)(1034KPA)(51MM) AIR RLSE (F&I)(BZ)(1024 KPA)(19MM) AIR RLSE (F&I)(BZ)(1034 KPA)(25MM) AIR RLSE (F&I)(BZ)(1034 KPA)(51MM) AIR RLSE (F&I)(BZ)(1034 KPA)(64MM) AIR RLSE (F&I)(BZ)(1034 KPA)(102MM) AIR RLSE (F&I)(BZ)(1034 KPA)(152MM) AIR RLSE (F&I)(BZ)(1034 KPA)(203MM) AIR RLSE (F&I)(BZ)(1724 KPA)(19MM) AIR RLSE (F&I)(BZ)(1724 KPA)(51MM) 267 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3070128211 3070128212 3070128215 3070128216 3070128218 3070129108 3070129111 3070131102 3070148105 3070190100 3070191201 3070191205 3070191207 3070191212 3070193108 3070195119 3070196105 3070196108 3070196109 3070198102 3070198105 3070210200 3070310100 3070310105 3070310107 3070310200 3070410100 3070411108 3070411109 3070411111 3070411209 3070411210 3070411211 3070414209 3070416105 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y VLV AIR RLSE (F&I)(BZ)(1724KPA)(305MM) VLV AIR RLSE (F&I)(BZ)(1724KPA)(356MM) VLV AIR RLSE (F&I)(BZ)(1724KPA)(508MM) VLV AIR RLSE (F&I)(BZ)(1724KPA)(610MM) VLV AIR RLSE (F&I)(BZ)(1724KPA)(914MM) VLV ASM VAC/AIR(F&I)(BZ)(1034KPA)(152MM) VLV ASM VAC/AIR(F&I)(BZ)(1034KPA)(305MM) VLV ASM GATE (F&I)(CU)(1034 KPA)(25MM) VLV AIR RLSE(F&I)(S.ST.)(1034 KPA)(51MM) VLV ASSEM CONT OPT(F&I)(SPEC.)(1034 KPA) VLV CNTL OPT (F&I)(GATE)(1724 KPA)(19MM) VLV CNTL OPT (F&I)(GATE)(1724 KPA)(51MM) VLV CNTL OPT(F&I)(GATE)(1724 KPA)(102MM) VLV CNTL OPT(F&I)(GATE)(1724 KPA)(356MM) VLV CNTL OPT (F&I)(CHK)(1034 KPA)(152MM) VLV ASM(CONTOPT/F&I/BFLY)1034KPA(1067MM) VLV ASM(CONT OPT/F&I/BLOW)1034 KPA(51MM) VLV ASM(CONT OPT/F&I/BLOW)1034KPA(152MM) VLV ASM(CONT OPT/F&I/BLOW)1034KPA(203MM) VLV ASM(CONT OPT/F&I/AIR REL)1034KPA(25 VLV AIR RELIEF(F&I,CON OP/1034KPA,51MM) VALVE ASSEMBLY(FUR)(CI)(SPL)(1724 KPA) VLV ASM(SPCL)(INS)(CI)(1034KPA)(NON-STD) VLV ASM(SPCL)(INS)(CI)(1034 KPA) (51MM) VLV ASM(SPCL)(INS)(CI)(1034 KPA) (102MM) VLV ASM(SPCL)(INS)(CI)(1724KPA)(NON-STD) VLV ASM GATE(SAL/REUSE,CI)1034KPA(NONSTD VLV ASM GATE(SAL/REU)(CI)1034 KPA(152MM) VLV ASM GATE(SAL/REU,CI,1034KPA,203MM) VLV ASM GATE(SAL/REU,CI,1034KPA,305MM) VLV ASM GATE(SAL/REU,CI,1724KPA,203MM) VLV ASM GATE(SAL/REU,CI,1724KPA,254MM) VLV ASM GATE(SAL/REU,CI,1724KPA,305MM) VLV ASM PLUG(SAL/REU,CI,1724KPA,203MM) VLV ASM BLOW(SAL/REU)(CI)1034 KPA( 51MM) 268 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3070417105 3070418209 3070420200 3070491208 3070510200 3070511108 3070511109 3070511111 3070511116 3070511206 3070511208 3070511209 3070511211 3070511212 3070511213 3070513105 3070513109 3070514107 3070515117 3070518105 3070528105 3070528201 3070528205 3070590100 3080100 3080100 01 3080100 02 3080100 04 3080100 05 3080100 06 3080100 07 3080100 08 3080100 09 3080100 10 3080100 11 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y VLV ASM VPA(SAL/REU)(CI)(1034 KPA)(51MM) VLV AIR RLSE(SAL/REU,CI,1724KPA,203MM) VLV ASM (SAL/REU)(BB)(1724 KPA)(NSTD) VLV ASSM(152MM)(SAL&REUSE)(CO)(1724 KPA) VLV ASSEM SPE(A&M/REL)(CI)(1724 KPA)(NS) VLV ASM GATE (A&M)(CI)(1034 KPA)(152MM) VLV ASM GATE (A&M)(CI)(1034 KPA)(203MM) VLV ASM GATE(ADJ MOD REL,CI)1034KPA(305 VLV ASM GATE (A&M)(CI)(1034 KPA)(610MM) VLV ASM GATE (A&M)(CI)(1724 KPA)( 64MM) VLV ASM GATE (A&M)(CI)(1724 KPA)(152MM) VLV ASM GATE (A&M)(CI)(1724 KPA)(203MM) VLV ASM GATE (A&M)(CI)(1724 KPA)(305MM) VLV ASM GATE (A&M)(CI)(1724 KPA)(356MM) VLV ASM GATE (A&M)(CI)(1724 KPA)(406MM) VLV ASM CHECK(A&M)(CI)(1034 KPA)( 51MM) VLV ASM CHECK(A&M)(CI)(1034 KPA)( 203MM) VLV ASM PLUG (A&M)(CI)(1034 KPA)(102MM) VLV ASM BUTT (A&M)(CI)(1034 KPA)(762MM) VLV ASM/AIR RLSE(A&M/CI)(1034KPA) (51MM) VLV ASSEM/AIR RLSE(A&M/BZ/1034 KPA(51MM) VLV ASM/AIR REL(A&M/REL,B/B)1724KPA(19MM VLV ASM/AIR REL(A&M/REL,B/B)1724KPA(51MM VLV ASSEM SPE (A&M)(CON OP)(1034 KPA) MISC FIXTURES(F&I) (VALVE BOX) MISC FIXT(F&I)(VLV BOX)( 102MM X 102MM) MISC FIXT(F&I)(VLV BOX)( 152MM X 102MM) MISC FIXT(F&I)(VLV BOX)( 203MM X 102MM) MISC FIXT(F&I)(VLV BOX)( 203MM X 152MM) MISC FIXT(F&I)(VLV BOX)( 203MM X 203MM) MISC FIXT(F&I)(VLV BOX)( 254MM X 102MM) MISC FIXT(F&I)(VLV BOX)( 254MM X 152MM) MISC FIXT(F&I)(VLV BOX)( 254MM X 203MM) MISC FIXT(F&I)(VLV BOX)( 254MM X 254MM) MISC FIXT(F&I)(VLV BOX)( 305MM X 102MM) 269 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 3080100 3080101 3080101 3080101 3080101 3080101 3080101 3080101 3080101 3080101 3080101 3080101 3080101 3080103 3080103 3080103 3080104 3080104 3080104 3080104 3080104 3080104 3080105 3080105 3080105 3080105 3080106 3080106 3080108 3080300 3080300 3080400 3080500 3080500 3080500 13 05 07 08 09 10 11 13 16 17 18 19 08 13 20 07 11 13 14 16 18 02 04 05 07 02 05 05 02 08 09 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC FIXT(F&I)(VLV BOX)( 305MM X 203MM) FIXTURES(F&I)(LINE STOP ASSEMBLY) FIXT(F&I)(LINE STOP ASM)( 51MM) FIXT(F&I)(LINE STOP ASM)(102MM) FIXT(F&I)(LINE STOP ASM)(152MM) FIXT(F&I)(LINE STOP ASM)(203MM) FIXT(F&I)(LINE STOP ASM)(254MM) FIXT(F&I)(LINE STOP ASM)(305MM) FIXT(F&I)(LINE STOP ASM)(406MM) FIXT(F&I)(LINE STOP ASM)(610MM) FIXT(F&I)(LINE STOP ASM)(762MM) FIXT(F&I)(LINE STOP ASM)(914MM) FIXT(F&I)(LINE STOP ASM)(1067MM) FIXT(F&I,SAN VLV VAULT,254MMX152MM) FIXT(F&I,SAN VLV VAULT,305MMX203MM) FIXT(F&I,SAN VLV VAULT,406MMX152MM) FIXT(F&I) (EXP COUPLING)(102MM) FIXT(F&I) (EXP COUPLING)(305MM) FIXT(F&I) (EXP COUPLING)(406MM) FIXT(F&I) (EXP COUPLING)(457MM) FIXT(F&I) (EXP COUPLING) (610MM) FIXT(F&I) (EXP COUPLING)(914MM) FIXTURES(F&I)(CORP STOP)( 25MM) FIXTURES(F&I)(CORP STOP)( 38MM) FIXTURES(F&I)(CORP STOP)( 51MM) FIXTURES(F&I)(CORP STOP)(102MM) FIXTURES(F&I)(CURB STOP) (25MM) FIXTURES(F&I)(CURB STOP)( 51MM) FIXTURES(F&I)(BACKFLOW)( 51MM) FIXTURES(INS) (VALVE BOX) FIXT(INS) (VLV BOX)(152MMX102MM) FIXTURES(SALVAGE & S/R)(VALVE BOX) FIXTURES(ADJ & MOD/REL)(VALVE BOX) FIXT(A/M/R)VALVE BOX(254MMX152MM) FIXT(A/M/R)VALVE BOX(254MMX203MM) 270 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 3080500 3080500 3080501 3090111 3090111 3090111 3090111 3090111 3090111 3090111 3090111 3090111 3090111 3090111 3090112 3090112 3090112 3090112 3090112 3090112 3090113 3090113 3090114 3090114 3090115 3090115 3090115 3090115 3090115 3090116 3090116 3090116 3090116 3090118 3090118 Weighted Average Total Amount Total Quantity 11 13 00 01 02 03 04 05 06 07 08 09 10 00 05 08 10 11 15 05 08 01 05 01 05 07 08 09 02 05 07 08 07 08 2 $20.28 $45,908.90 2,263.900 2 $30.58 $122,943.47 4,019.900 2 $66.72 $151,056.64 2,263.900 Unit Meas Obs? Description EA EA EA M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y MISC FIXT(A/M/R)VALVE BOX(305MMX102MM) MISC FIXT(A/M/R)VALVE BOX(305MMX203MM) MISC FIXT(ADJ & MOD/REL)(LINE STOP ASM) PIPE PVC (F&I)(SOLVENT JOINT)(NON-STD) PIPE PVC (F&I)(SOLVENT JOINT) ( 19MM) PIPE PVC (F&I)(SOLVENT JOINT) ( 25MM) PIPE PVC (F&I)(SOLVENT JOINT) ( 32MM) PIPE PVC (F&I)(SOLVENT JOINT) ( 38MM) PIPE PVC (F&I)(SOLVENT JOINT) ( 51MM) PIPE PVC (F&I)(SOLVENT JOINT) ( 64MM) PIPE PVC (F&I)(SOLVENT JOINT) (102MM) PIPE PVC (F&I)(SOLVENT JOINT) (152MM) PIPE PVC (F&I)(SOLVENT JOINT) (203MM) PIPE PVC (F&I)(SOLVENT JOINT) (254MM) PIPE POLYETH (F&I)(BUTT FUSED) (NON STD) PIPE POLYETH (F&I)(SOLVENT)(125) (51MM) PIPE POLYETH (F&I)(BUTT FUSED) (152MM) PI PVC (CLS 125)(F&I)(SOLVENT JT)(254MM) PIPE POLYETH (F&I)(BUTT FUSED) (305MM) PI PVC (CLS 125)(F&I)(SOLVENT JT)(508MM) PI PVC (CLS 150)(F&I)(SOLVENT JT)( 51MM) PI PVC (CLS 150)(F&I)(SOLVENT JT)(152MM) PI PVC (CLS 160)(F&I)(SOLVENT JT)( 19MM) PI PVC (CLS 160)(F&I)(SOLVENT JT)( 51MM) PI PVC (CLS 200)(F&I)(SOLVENT JT)( 19MM) PIPE PVC (F&I)(SOLVENT JOINT) ( 51MM) PIPE PVC (F&I)(SOLVENT JOINT) (102MM) PI PVC (CLS 200)(F&I)(SOLVENT JT)(152MM) PI PVC (CLS 200)(F&I)(SOLVENT JT)(203MM) PI PVC (CLS 900)(F&I)(SOLVENT JT)( 25MM) PI PVC (CLS 900)(F&I)(SOLVENT JT)( 51MM) PI PVC (CLS 900)(F&I)(SOLVENT JT)(102MM) PI PVC (CLS 900)(F&I)(SOLVENT JT)(152MM) PI PVC (SDR 35)(F&I)(SOLVENT JT)(102MM) PI PVC (SDR 35)(F&I)(SOLVENT JT)(152MM) 271 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 3090131 3090131 3090131 3090131 3090131 3090131 3090131 3090131 3090131 3090131 3090131 3090132 3090132 3090132 3090132 3090133 3090133 3090133 3090133 3090133 3090133 3090133 3090133 3090133 3090133 3090133 3090133 3090134 3090135 3090135 3090135 3090135 3090135 3090135 3090135 00 01 03 05 06 07 08 09 10 11 15 05 07 08 09 07 08 09 10 11 12 13 15 16 17 18 19 09 00 04 05 07 08 09 10 Weighted Average Total Amount Total Quantity 1 $300.00 $36,330.00 121.100 1 $120.00 $13,452.00 112.100 1 $500.00 $2,100.00 4.200 Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PI PVC(CLS 80)(F&I)(PUSHON JT)(NONSTD) PI PVC (CLS 80)(F&I)(PUSHON JT) ( 19MM) PI PVC (CLS 80)(F&I)(PUSHON JT) ( 32MM) PI PVC (CLS 80)(F&I)(PUSHON JT) ( 51MM) PI PVC (CLS 80)(F&I)(PUSHON JT) ( 64MM) PIPE PVC (F&I)(PUSH-ON JOINT) (102MM) PI PVC (CLS 80)(F&I)(PUSHON JT) (152MM) PIPE PVC (F&I)(PUSH-ON JOINT) (203MM) PI PVC (CLS 80)(F&I)(PUSHON JT) (254MM) PIPE PVC (F&I)(PUSH-ON JOINT) (305MM) PI PVC (CLS 80)(F&I)(PUSHON JT) (508MM) PIPE PVC (F&I)(PUSH-ON JOINT) ( 51MM) PIPE PVC (F&I)(PUSH-ON JOINT) (102MM) PIPE PVC (F&I)(PUSH-ON JOINT) (152MM) PIPE PVC (F&I)(PUSH-ON JOINT) (203MM) PIPE PVC (F&I)(PUSH-ON JOINT) (102MM) PIPE PVC (F&I)(PUSH-ON JOINT) (152MM) PIPE PVC (F&I)(PUSH-ON JOINT) (203MM) PIPE PVC (F&I)(PUSH-ON JOINT) (254MM) PIPE PVC (F&I)(PUSH-ON JOINT) (305MM) PI PVC (CLS 150)(F&I)(PUSHON JT) (356MM) PI PVC (CLS 150)(F&I)(PUSHON JT) (406MM) PI PVC (CLS 150)(F&I)(PUSHON JT) (508MM) PI PVC (CLS 150)(F&I)(PUSHON JT) (610MM) PI PVC (CLS 150)(F&I)(PUSHON JT) (762MM) PI PVC (CLS 150)(F&I)(PUSHON JT) (914MM) PI PVC (CLS 150)(F&I)(PUSHON JT)(1067MM) PI PVC (CLS 160)(F&I)(PUSHON JT) (203MM) PIPE PVC (F&I)(PUSH-ON JOINT)(NON STD) PIPE PVC (F&I)(PUSH-ON JOINT) ( 38MM) PIPE PVC (F&I)(PUSH-ON JOINT) ( 51MM) PIPE PVC (F&I)(PUSH-ON JOINT) (102MM) PIPE PVC (F&I)(PUSH-ON JOINT) (152MM) PIPE PVC (F&I)(PUSH-ON JOINT) (203MM) PIPE PVC (F&I)(PUSH-ON JOINT) (254MM) 272 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 3090135 3090135 3090135 3090135 3090135 3090136 3090136 3090136 3090136 3090136 3090136 3090136 3090136 3090136 3090136 3090136 3090136 3090136 3090136 3090136 3090136 3090137 3090137 3090137 3090137 3090137 3090137 3090137 3090137 3090137 3090137 3090137 3090138 3090138 3090138 11 13 16 17 19 02 03 05 06 07 08 09 10 11 12 13 14 15 16 17 18 00 05 06 07 08 09 10 11 13 14 17 00 05 06 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE PVC (F&I)(PUSH-ON JOINT) (305MM) PIPE PVC (F&I)(PUSH-ON JOINT) (406MM) PIPE PVC (F&I)(PUSH-ON JOINT) (610MM) PI PVC (C-200) (F&I)(PUSHON JT) (762MM) PI PVC (C-200) (F&I)(PUSHON JT) (1067MM) PI PVC (C-900) (F&I)(PUSHON JT) ( 25MM) PI PVC (C-900) (F&I)(PUSHON JT) ( 32MM) PI PVC (C-900) (F&I)(PUSHON JT) ( 51MM) PI PVC (C-900) (F&I)(PUSHON JT) ( 64MM) PI PVC (C-900) (F&I)(PUSHON JT) (102MM) PI PVC (C-900) (F&I)PUSHON JT) (152MM) PI PVC (C-900) (F&I)(PUSHON JT) (203MM) PI PVC (C-900) (F&I)(PUSHON JT) (254MM) PI PVC (C-900) (F&I)(PUSHON JT) (305MM) PI PVC (C-900) (F&I)(PUSHON JT) (356MM) PI PVC (C-900) (F&I)(PUSHON JT) (406MM) PI PVC (C-900) (F&I)(PUSHON JT) (457MM) PI PVC (C-900) (F&I)(PUSHON JT) (508MM) PI PVC (C-900) (F&I)(PUSHON JT) (610MM) PI PVC (C-900) (F&I)(PUSHON JT) (762MM) PI PVC (C-900) (F&I)(PUSHON JT) (914MM) PI PVC(SDR 26)(F&I)(PUSHON JT)(NONSTD) PI PVC (F&I) (PUSHON JNT)(SDR 26)( 51MM) PI PVC (SDR 26)(F&I)(PUSHON JT) ( 64MM) PI PVC (SDR 26)(F&I)(PUSHON JT) (102MM) PI PVC (SDR 26)(F&I)(PUSHON JT) (152MM) PI PVC (SDR 26)(F&I)(PUSHON JT) (203MM) PI PVC (SDR 26)(F&I)(PUSHON JT) (254MM) PI PVC (SDR 26)(F&I)(PUSHON JT) (305MM) PI PVC (SDR 26)(F&I)(PUSHON JT) (406MM) PI PVC (SDR 26)(F&I)(PUSHON JT) (457MM) PI PVC (SDR 26)(F&I)(PUSHON JT) (762MM) PIPE(PVC) (F&I) PUSH-ON SDR 35 NON STD PI PVC (SDR 35)(F&I)(PUSHON JT) ( 51MM) PI PVC (SDR 35)(F&I)(PUSHON JT) ( 64MM) 273 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 3090138 3090138 3090138 3090138 3090138 3090138 3090138 3090138 3090139 3090141 3090141 3090143 3090143 3090152 3090153 3090153 3090153 3090153 3090153 3090153 3090153 3090153 3090153 3090155 3090155 3090155 3090156 3090156 3090156 3090156 3090156 3090156 3090156 3090156 3090156 07 08 09 10 11 13 14 16 09 05 07 05 07 08 05 07 08 09 10 11 13 16 18 00 05 07 05 06 07 08 09 10 11 12 13 Weighted Average Total Amount Total Quantity 1 $250.00 $11,150.00 44.600 1 $350.00 $2,345.00 6.700 Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PI PVC (SDR 35)(F&I)(PUSHON JT) (102MM) PI PVC (SDR 35)(F&I)(PUSHON JT) (152MM) PI PVC (SDR 35)(F&I)(PUSHON JT) (203MM) PI PVC (SDR 35)(F&I)(PUSHON JT) (254MM) PI PVC (SDR 35)(F&I)(PUSHON JT) (305MM) PI PVC (SDR 35)(F&I)9PUSHON JT) (406MM) PI PVC (SDR 35)(F&I)(PUSHON JT) (457MM) PI PVC (SDR 35)(F&I)(PUSHON JT) (610MM) PIPE PVC (F&I)(PUSH-ON JOINT) (203MM) PI PVC CLS 80 (F&I)(THREADED JT) ( 51MM) PI PVC (CLS 80) (F&I)(WLEDED JT) (102MM) PIPE PVC (F&I)(THREADED JOINT) ( 51MM) PIPE PVC (F&I)(THREADED JOINT) (102MM) PIPE PVC(F&I)(RESTR JT)CLS 125(152MM) PIPE PVC (F&I)(RESTR JT)CLS 150( 51MM) PIPE PVC (F&I)(RESTR JT)CLS 150(122MM) PIPE PVC (C-150) (F&I)(RESTR) (152MM) PIPE PVC (C-150) (F&I)(RESTR) (203MM) PIPE PVC (C-150) (F&I)(RESTR) (254MM) PIPE PVC (C-150) (F&I)(RESTR) (305MM) PIPE PVC (C-150) (F&I)(RESTR) (406MM) PIPE PVC (C-150) (F&I)(RESTR) (610MM) PIPE PVC (C-125) (F&I)(RESTR)(914MM) PIPE PVC(F&I)(RESTRAIN JNT)CLS 200(NS) PIPE PVC (F&I)(RESTRAINED JOINT( 51MM) PIPE PVC (C-200) (F&I)(RESTR) (102MM) PIPE PVC (C-900) (F&I)(RESTR) ( 51MM) PIPE PVC (C-900) (F&I)(RESTR) ( 64MM) PIPE PVC (C-900) (F&I)(RESTR) (102MM) PIPE PVC (C-900) (F&I)(RESTR) (152MM) PIPE PVC (C-900) (F&I)(RESTR) (203MM) PIPE PVC (C-900) (F&I)(RESTR) (254MM) PIPE PVC (C-900) (F&I)(RESTR) (305MM) PIPE PVC (C-900) (F&I)(RESTR) (356MM) PIPE PVC (C-900) (F&I)(RESTR) (406MM) 274 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 3090156 3090156 3090156 3090157 3090157 3090157 3090159 3090159 3090159 3090211 3090215 3090233 3090336 3090336 3090512 3090533 3090533 3090533 3090537 3091111 3091111 3091111 3091111 3091111 3091111 3091111 3091111 3091111 3091111 3091111 3091111 3091111 3091111 3091112 3091112 15 16 17 08 09 11 07 10 11 03 08 11 13 16 00 08 09 11 05 00 01 02 03 04 05 07 08 09 10 11 13 14 16 00 04 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE PVC (C-900) (F&I)(RESTR) (508MM) PIPE PVC (C-900) (F&I)(RESTR) (610MM) PIPE PVC (C-900) (F&I)(RESTR) (762MM) PIPE PVC (SDR 26)(F&I)(RESTR) (152MM) PIPE PVC (SDR 26)(F&I)(RESTR) (203MM) PIPE PVC (SDR 26)(F&I)(RESTR) (305MM) PIPE PVC (F&I)(RESTRAINED) (102MM) PIPE PVC (F&I)(RESTRAINED) (254MM) PIPE PVC (F&I)(RESTRAINED) (305MM) PIPE PVC (FUR)(SOLVENT JOINT) ( 32MM) PIPE PVC (FUR)(SOLVENT JOINT) (152MM) PIPE PVC (FUR)(PUSH-ON JOINT) (305MM) PI PVC (C-900) (INS)(PUSHON JT) (406MM) PI PVC (C-900) (INS)(PUSHON JT) (610MM) PI PVC (ADJ & MOD)(SOLVENT JT) (NONST) PI PVC (ADJ & MOD)(PUSHON JOINT) (152MM) PI PVC (ADJ & MOD)(PUSHON JOINT) (203MM) PI PVC (ADJ & MOD)(PUSHON JOINT) (305MM) PI PVC(ADJ,MOD,REL,PUSHON,SDR 26,51MM) PIPE POLYETH (F&I)(BUTT FUSED)(NON-STD) PIPE POLYETH (F&I)(BUTT FUSED) ( 19MM) PIPE POLYETH (F&I)(BUTT FUSED)(REG 25MM) PIPE POLYETH (F&I)(BUTT FUSED) ( 32MM) PIPE POLYETH (F&I)(BUTT FUSED) ( 38MM) PIPE POLYETH (F&I)(BUTT FUSED) ( 51MM) PI POLYETHELENE (F&I)(BUTT FUSED)(102MM) PI POLYETHELENE (F&I)(BUTT FUSED)(152MM) PIPE POLYETH (F&I)(BUTT FUSED) (203MM) PIPE POLYETH (F&I)(BUTT FUSED) (254MM) PIPE POLYETH (F&I)(BUTT FUSED) (305MM) PIPE POLYETH (F&I)(BUTT FUSED) (406MM) PIPE POLYETH (F&I)(BUTT FUSED) (457MM) PIPE POLYETH (F&I)(BUTT FUSED) (610MM) PIPE POLYETH (F&I)(BUTT FUSED)(NON-STD) PIPE POLYETH(F&I)(BUTT FUSED)( 38MM) 275 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3091112 05 3091112 07 3091112 08 3091112 09 3091112 10 3091112 11 3091112 13 3091112 15 3091112 18 3091121 02 3091121 05 3091121 07 3091122 05 3091122 07 3091122 08 3091211 09 3091212 08 3091212 10 3091212 11 3091312 02 3091312 05 3091312 07 3091312 08 3091312 09 3091321 05 3091322 05 3091511 01 3091511 02 3091511 04 3091511 05 3091512 08 3100110009 3100110107 3100110108 3100110109 No. of Conts 1 Weighted Average $200.00 Total Amount $14,060.00 Total Quantity 70.300 Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE POLYETH(F&I)(BUTT FUSED)( 51MM) PIPE POLYETH (F&I)(BUTT FUSED) (102MM) PIPE POLYETH (F&I)(BUTT FUSED) (152MM) PIPE POLYETH (F&I)(BUTT FUSED) (203MM) PIPE POLYETH (F&I)(BUTT FUSED) (254MM) PIPE POLYETH (F&I)(BUTT FUSED) (305MM) PIPE POLYETH(F&I)(BUTT FUSE)HVY(406MM) PIPE POLYETH (F&I)(BUTT FUSED) (508MM) PIPE POLYETH (F&I)(BUTT FUSE)HVY(914MM) PIPE POLYETH (F&I)(SOCKET FUSED) ( 25MM) PIPE POLYETH (F&I)(SOCKET FUSED) ( 51MM) PIPE POLYETH(F&I)REG(SOCKET FUSED)102MM PIPE POLYETH (F&I)(SOCKET FUSED) ( 51MM) PIPE POLYETH (F&I)(SOCKET FUSED) (102MM) PIPE POLYETH (F&I)(SOCKET FUSED) (152MM) PIPE POLYETH (FUR)(BUTT FUSED) (203MM) PI POLYETH (FUR)(BUTT FUSED)HEAVY(152MM) PIPE POLYETH (FUR)(BUTT FUSED) (254MM) PI POLYETH (FUR)(BUTT FUSED)HEAVY(305MM) PIPE POLYETH (INST)(BUTT FUSED) ( 25MM) PIPE POLYETH (INST)(BUTT FUSED) ( 51MM) PIPE POLYETH (INST)(BUTT FUSED) (102MM) PIPE POLYETH (INST)(BUTT FUSED) (152MM) PI POLYETH(INST)(BUTT FUSED)(HVY)(203MM) PI POLYETH (INST)(SOCKET FUSED) ( 51MM) PI POLYETH(INS)(SOCKET FUSED)HVY( 51MM) PIPE POLYETH (MOD)(BUTT FUSED) ( 19MM) PIPE POLYETH (MOD)(BUTT FUSED) ( 25MM) PIPE POLYETH (MOD)(BUTT FUSED) ( 38MM) PIPE POLYETH (MOD)(BUTT FUSED) ( 51MM) PIPE POLYETH (MOD)(BUTT FUSED) (152MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (203MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (102MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (152MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (203MM) 276 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3100110110 3100110111 3100110112 3100110113 3100110114 3100110115 3100110116 3100110202 3100110209 3100110210 3100110211 3100110213 3100110216 3100110217 3100110307 3100110308 3100110309 3100110311 3100110313 3100110315 3100110408 3100110508 3100110607 3100110608 3100110609 3100110611 3100110613 3100110615 3100110616 3100110618 3100110709 3100110711 3100110713 3100110715 3100110716 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE (CI/DI) (F&I)(PUSHON JOINT) (254MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (305MM) PI(CI/DI)(F&I)(PUSHON JT)(CLS 50)(356MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (406MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (457MM) PI(CI/DI)(CLS 50)(F&I)(PUSHON JT)(508MM) PI(CI/DI)(CLS 50)(F&I)(PUSHON JT)(610MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) ( 25MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (203MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (254MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (305MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (406MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (610MM) PI(CI/DI)(F&I)(PUSHON JT)(CLS 51)(762MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (102MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (152MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (203MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (305MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (406MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (508MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (152MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (152MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (102MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (152MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (203MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (305MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (406MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (508MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (610MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (914MM) PI(CI/DI) 1379KPA(F&I)(PUSHON JT)(203MM) PI(CI/DI) 1379KPA(F&I)(PUSHON JT)(305MM) PI(CI/DI) 1379KPA(F&I)(PUSHON JT)(406MM) PI(CI/DI) 1379KPA(F&I)(PUSHON JT)(508MM) PI(CI/DI) 1379KPA(F&I)(PUSHON JT)(610MM) 277 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3100110807 3100110808 3100110809 3100110810 3100110811 3100110813 3100110815 3100110816 3100110817 3100110818 3100110908 3100110909 3100110910 3100110911 3100110916 3100111107 3100111108 3100111109 3100111110 3100111111 3100111113 3100111205 3100111300 3100111301 3100111303 3100111306 3100111307 3100111308 3100111309 3100111310 3100111311 3100111313 3100111315 3100111316 3100111408 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE (CI/DI) (F&I)(PUSHON JOINT) (102MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (152MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (203MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (254MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (305MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (406MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (508MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (610MM) PI(CI/DI) 1724KPA(F&I)(PUSHON JT)(762MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (914MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (152MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (203MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (254MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (305MM) PIPE (CI/DI) (F&I)(PUSHON JOINT) (610MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (102MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (152MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (203MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (254MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (305MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (406MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) ( 51MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT)(NON STD) PI (CI/DI)(CEM)(F&I)(PUSHON JT) ( 19MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) ( 32MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) ( 64MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (102MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (152MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (203MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (254MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (305MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (406MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (508MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (610MM) PI(CI/DI,F&I,PUSHON JNT)CEM/CLS 53(152MM 278 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3100111502 3100111505 3100111608 3100111609 3100111610 3100111611 3100111613 3100111615 3100111616 3100111709 3100111710 3100111711 3100111713 3100111715 3100111808 3100111809 3100111810 3100111811 3100111812 3100111813 3100111814 3100111816 3100111907 3100111908 3100111909 3100111910 3100111911 3100111913 3100112108 3100112109 3100112110 3100112111 3100112113 3100112300 3100112308 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PI(CI/DI,F&I,PUSHON JNT)CEM/CLS54>(25MM) PI(CI/DI,F&I,PUSHON JNT)CEM/CLS54>(51MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (152MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (203MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (254MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (305MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (406MM) PI (CI/DI)(F&I)(PUSHON JT)(CEM)(508MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (610MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (203MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (254MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (305MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (406MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (508MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (152MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (203MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (254MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (305MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (356MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (406MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (457MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (610MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (102MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (152MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (203MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (254MM) PI (CI/DI)(CEM)(F&I)(PUSHON JT) (305MM) PI (CI/DI)(CMT)(F&I)(PUSHON JNT) (406MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(152MM) PI(CI/DI,EPOXY,F&I,PUSHON JT)CL50(203MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(254MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(305MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(406MM) PI(CI/DI)(EPOXY)(F&I)(PUSHON JT)(NONSTD) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(152MM) 279 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3100112309 3100112310 3100112311 3100112315 3100112507 3100112508 3100112509 3100112607 3100112608 3100112613 3100112615 3100112616 3100112813 3100112907 3100112908 3100112909 3100113109 3100113209 3100113210 3100120107 3100120108 3100120110 3100120111 3100120116 3100120118 3100120119 3100120309 3100120705 3100121809 3100121811 3100121911 3100122411 3100140008 3100140009 3100140011 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(203MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(254MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(305MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(508MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(102MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(152MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(203MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(102MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(152MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(406MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(508MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(610MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(406MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(102MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(152MM) PI (CI/DI)(EPOXY)(F&I)(PUSHON JT)(203MM) PI (CI/DI)(SPEC.)(F&I)(PUSHON JT)(203MM) PI (CI/DI)(SPEC.)(F&I)(PUSHON JT)(203MM) PI (CI/DI)(SPEC.)(F&I)(PUSHON JT)(253MM) PI (CI/DI) (F&I)(FLANGED JOINT) (102MM) PI (CI/DI) (F&I)(FLANGED JOINT) (152MM) PI (CI/DI) (F&I)(FLANGED JOINT) (254MM) PI (CI/DI) (F&I)(FLANGED JOINT) (305MM) PI (CI/DI) (F&I)(FLANGED JOINT) (610MM) PI (CI/DI) (F&I)(FLANGED JOINT) (914MM) PI (CI/DI) (F&I)(FLANGED JOINT) (1067MM) PI (CI/DI) (F&I)(FLANGED JOINT) (203MM) PI (CI/DI) (F&I)(FLANGED JOINT) ( 51MM) PI (CI/DI)(CMT)(F&I)(FLNG JT) (203MM) PI (CI/DI)(CMT)(F&I)(FLNG JT) (305MM) PI (CI/DI)(CEM)(F&I)(FLANGED JT) (305MM) PIPE(CI/DI)(EPOXY)(F&I)FLNGE JNT(305MM) PIPE (CI/DI) (F&I)(RESTR JOINT 152MM) PIPE (CI/DI) (F&I)(RESTR JOINT 203MM) PIPE (CI/DI) (F&I)(RESTR JOINT 305MM) 280 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3100140109 3100140110 3100140111 3100140118 3100140208 3100140209 3100140210 3100140211 3100140213 3100140216 3100140310 3100140311 3100140408 3100140409 3100140411 3100140607 3100140608 3100140609 3100140611 3100140613 3100140618 3100140807 3100140809 3100140810 3100140811 3100140813 3100140815 3100140816 3100140818 3100140908 3100140909 3100140910 3100140911 3100140913 3100140915 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE (CI/DI) (F&I)(RESTR JOINT 203MM) PIPE (CI/DI) (F&I)(RESTR JOINT 254MM) PIPE (CI/DI) (F&I)(RESTR JOINT 305MM) PIPE (CI/DI) (F&I)(RESTR JOINT 914MM) PIPE (CI/DI) (F&I)(RESTR JOINT 152MM) PIPE (CI/DI) (F&I)(RESTR JOINT 203MM) PIPE (CI/DI) (F&I)(RESTR JOINT 254MM) PIPE (CI/DI) (F&I)(RESTR JOINT 305MM) PIPE (CI/DI) (F&I)(RESTR JOINT 406MM) PIPE (CI/DI) (F&I)(RESTR JOINT 610MM) PIPE (CI/DI) (F&I)(RESTR JOINT 254MM) PIPE (CI/DI) (F&I)(RESTR JOINT 305MM) PIPE (CI/DI) (F&I)(RESTR JOINT 152MM) PIPE (CI/DI) (F&I)(RESTR JOINT 203MM) PIPE (CI/DI) (F&I)(RESTR JOINT 305MM) PIPE (CI/DI) (F&I)(RESTR JOINT 102MM) PIPE (CI/DI) (F&I)(RESTR JOINT 152MM) PIPE (CI/DI) (F&I)(RESTR JOINT 203MM) PIPE (CI/DI) (F&I)(RESTR JOINT 305MM) PIPE (CI/DI) (F&I)(RESTR JOINT 406MM) PIPE (CI/DI) (F&I)(RESTR JOINT 914MM) PIPE CI/DI (F&I)(RESTRAINED JOINT 102MM) PIPE CI/DI (F&I)(RESTRAINED JOINT 203MM) PIPE CI/DI (F&I)(RESTRAINED JOINT 254MM) PIPE CI/DI (F&I)(RESTRAINED JOINT 305MM) PIPE (CI/DI) (F&I)(RESTR JOINT 406MM) PIPE (CI/DI) (F&I)(RESTR JOINT 508MM) PIPE (CI/DI) (F&I)(RESTR JOINT 610MM) PI (CI/DI) 1724KPA(F&I) RESTR JT(914MM) PIPE (CI/DI) (F&I)(RESTR JOINT 152MM) PIPE (CI/DI) (F&I)(RESTR JOINT 203MM) PIPE (CI/DI) (F&I)(RESTR JOINT(254MM) PIPE (CI/DI) (F&I)(RESTR JOINT 305MM) PIPE (CI/DI) (F&I)(RESTR JOINT 406MM) PIPE (CI/DI) (F&I)RESTR JOINT (508MM) 281 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3100140916 3100140918 3100141111 3100141113 3100141213 3100141215 3100141216 3100141217 3100141300 3100141305 3100141306 3100141307 3100141308 3100141309 3100141310 3100141311 3100141313 3100141316 3100141317 3100141318 3100141611 3100141809 3100141810 3100141811 3100141813 3100141815 3100141816 3100141817 3100141907 3100141908 3100141909 3100141910 3100141911 3100141915 3100142113 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE (CI/DI) (F&I)(RESTR JOINT 610MM) PIPE (CI/DI) (F&I)(RESTR JOINT 914MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 305MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 406MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 406MM) PI (CI/DI)(CEM)(F&I)(RESTR JNT) (508MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 610MM) PI (CI/DI)(CEM)(F&I)(RESTR JNT) (762MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT NONST) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 51MM) PI (CI/DI)(CMT)(F&I)(RST JT)CLS 52(64MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 102MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 152MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 203MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 254MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 305MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 406MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 610MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 762MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 914MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 305MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 203MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 254MM) PI (CI/DI)(CMT)(F&I)(RST JT) (305MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 406MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 508MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 610MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 762MM) PI (CI/DI)(CEM)(F&I)(MAN. RESTR) (102MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 152MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 203MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 254MM) PI (CI/DI)(CEMENT)(F&I)(RESTR JT 305MM) PI (CI/DI)(CMT)(F&I)(RESTR JOINT 508MM) PI (CI/DI)(EPOXY) (F&I)(RESTR JT 406MM) 282 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3100142307 3100142308 3100142309 3100142310 3100142311 3100142611 3100142809 3100142813 3100142908 3100150107 3100150108 3100150109 3100150111 3100150112 3100150113 3100150114 3100150116 3100150117 3100150209 3100150210 3100150211 3100150213 3100150311 3100150312 3100150807 3100150808 3100150809 3100150810 3100150811 3100150813 3100151108 3100151109 3100151111 3100151113 3100151115 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PI (CI/DI)(EPOXY) (F&I)(RESTR JT 102MM) PI (CI/DI)(EPOXY) (F&I)(RESTR JT 152MM) PI (CI/DI)(EPOXY) (F&I)(RESTR JT 203MM) PI (CI/DI)(EPOXY) (F&I)(RESTR JT 254MM) PI (CI/DI)(EPOXY) (F&I)(RESTR JT 305MM) PI(CI/DI)EPOX(F&I)RESTR JNT/1034(305MM) PI (CI/DI)(EPOXY) (F&I)(RESTR JT 203MM) PI (CI/DI)(EPOXY) (F&I)(RESTR JT 406MM) PI (CI/DI)(EPOXY) (F&I)(RESTR JT 152MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 102MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 152MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 203MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 305MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 356MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 406MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 457MM) PI (CI/DI)(F&I)(MECH JOINT 610MM)(CLS50) PI (CI/DI)(F&I)(MECH JOINT 762MM)(CLS50) PI (CI/DI) (F&I)(MECHANICAL JOINT 203MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 254MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 305MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 406MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 305MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 356MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 102MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 152MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 203MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 254MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 305MM) PI (CI/DI) (F&I)(MECHANICAL JOINT 406MM) PI(CI/DI)(CEM)(F&I)(MECH JT)CLS50(152MM) PI(CI/DI)(CEM)(F&I)(MECH JT)CLS50(203MM) PI(CI/DI)(CEM)(F&I)(MECH JT)CLS50(305MM) PI(CI/DI)(CEM)(F&I)(MECH JT)CLS50(406MM) PI(CI/DI)(CEM)(F&I)(MECH JT)CLS50(508MM) 283 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3100151116 3100151213 3100151311 3100151408 3100151609 3100151610 3100151611 3100151613 3100151616 3100151707 3100151708 3100151709 3100151710 3100151711 3100151713 3100151715 3100151716 3100151807 3100151808 3100151809 3100151810 3100151811 3100151913 3100152110 3100152111 3100152114 3100152309 3100152311 3100152607 3100152608 3100152611 3100152613 3100152615 3100152616 3100210108 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PI(CI/DI)(CEM)(F&I)(MECH JT)CLS50(610MM) PIPE(CI/DI)(CEM)F&I(MECH JT)CLS51(406MM) PI(CI/DI,CEMLN,F&I)MECH JNT(CLS 52)305MM PI(CI/DI)(CEM)(F&I)(MECH JT)CLS53(152MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 203MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 254MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 305MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 406MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 610MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 102MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 152MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 203MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 254MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 305MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 406MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 508MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 610MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 102MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 152MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 203MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 254MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 305MM) PI (CI/DI)(CEMENT)(F&I)(MECH JT 406MM) PI(CI/DI)(EPX)(F&I)(MECH JT)CLS50(254MM) PI(CI/DI)(EPX)(F&I)(MECH JT)CLS50(305MM) PI(CI/DI)(EPX)(F&I)(MECH JT)CLS50(457MM) PIPE(CI/DI)(EPX)F&I(MECH JT)CLS52(203MM) PIPE(CI/DI)(EPX)F&I(MECH JT)CLS52(305MM) PI (CI/DI)(EPOXY) (F&I)(MECH JT 102MM) PI (CI/DI)(EPOXY) (F&I)(MECH JT 152MM) PI (CI/DI)(EPOXY) (F&I)(MECH JT 305MM) PI (CI/DI)(EPOXY) (F&I)(MECH JT 406MM) PI (CI/DI)(EPOXY) (F&I)(MECH JT 508MM) PI (CI/DI)(EPOXY) (F&I)(MECH JT 610MM) PIPE (CI/DI) (FUR)(PUSHON JOINT) (152MM) 284 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3100240008 3100240011 3100310016 3100340008 3100340011 3100410012 3100410013 3100410016 3100510109 3100510612 3100510613 3100510909 3100511108 3100511109 3100511111 3110111207 3110112208 3110121117 3110121218 3110123101 3110123107 3110123108 3110123207 3110123208 3110132211 3110321208 3110323105 3110323107 3110323108 3110323205 3110323207 3110323208 3110523107 3110523108 3120120618 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PIPE (CI/DI) (FUR)(RESTR JOINT 152MM) PIPE (CI/DI) (FUR)(RESTR JOINT 305MM) PIPE (CI/DI) (INS)(RESTR JOINT 610MM) PIPE (CI/DI) (INS)(RESTR JOINT 152MM) PIPE (CI/DI) (INS)(RESTR JOINT 305MM) PI (CI/DI)(SAL/REUSE)(PUSHON JT) (356MM) PI (CI/DI)(SAL/REUSE)(PUSHON JT) (406MM) PI (CI/DI)(SAL/REUSE)(PUSHON JT) (610MM) PI(CI/DI)(ADJ,MOD,REL)(PUSHON JT)(203MM) PI(CI/DI)(ADJ,MOD,REL)(PUSHON JT)(356MM) PI(CI/DI)(AKJ,MOD,REL)(PUSHON JT)(406MM) PI(CI/DI)(ADJ,MOD,REL)(PUSHON JT)(203MM) PI(CI/DI,ADJ,MOD,REL,PUSHON,CEM,152MM) PI(CI/DI,ADJ,MOD,REL,PUSHON,CEM,203MM) PI(CI/DI,ADJ,MOD,REL,PUSHON,CEM,305MM) PIPE STEEL (F&I)(PUSH-ON JOINT) (102MM) PIPE STEEL (F&I)(PUSH-ON JOINT) (152MM) PI ST COAT/WRAPPED (F&I)(WELDED) (762MM) PIPE STEEL (F&I)(WELDED JOINT) (914MM) PIPE STEEL (F&I)(WELDED JOINT) ( 19MM) PIPE STEEL (F&I)(WELDED JOINT) (102MM) PIPE STEEL (F&I)(WELDED JOINT)) (152MM) PI ST(COATED) (F&I)(WELDED JT) (102MM) PI ST(COATED) (F&I)(WELDED JT) (152MM) PIPE STEEL (F&I)(FLANGED JOINT) (305MM) PIPE ST (INSTALL)(WELDED JOINT) (152MM) PIPE ST (INSTALL)(WELDED JOINT) ( 51MM) PIPE ST (INSTALL)(WELDED JOINT) (102MM) PIPE ST (INSTALL)(WELDED JOINT) (152MM) PIPE ST (INSTALL)(WELDED JOINT) ( 51MM) PI ST (I)(WELDED JT)(COATED)(102MM) PIPE ST (INSTALL)(WELDED JOINT) (152MM) PIPE STEEL (A&M)(WELDED JOINT) (102MM) PIPE STEEL (A&M)(WELDED JOINT) (152MM) PI CNC (F&I)(PUSHON JT)1034KPA (914MM) 285 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3120120619 3130130516 3130900171 3160111201 3160112201 3160112202 3160112301 3160113201 3160113202 3160113301 3160113302 3160114201 3160114202 3160114204 3160114301 3160114302 3160114303 3160114304 3160114305 3160114306 3160114307 3160114308 3160114309 3160114310 3160114311 3160114312 3160114313 3160114314 3160114315 3160114316 3160114317 3160114318 3160114320 3160114321 3160114322 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 EA EA M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PI CNC (F&I)(PUSHON JT)1034KPA (1067MM) PLS/TWR (F&I)(9.14M)(TYP 5)(WOOD)(SPE) PLS/TWR (REM)(ST CLS/TYP 1)(SPECL) CONDUIT (F&I)(PVC) ( 25MM 1 WAY) CONDUIT (F&I)(PVC) ( 51MM 1 WAY) CONDUIT (F&I)(PVC) ( 51MM 2 WAY) CONDUIT (F&I)(PVC) ( 51MM 1 WAY) CONDUIT (F&I)(PVC) ( 76MM 1 WAY) CONDUIT (F&I)(PVC) ( 76MM 2 WAY) CONDUIT (F&I)(PVC) (76MM 1 WAY) CONDUIT (F&I)(PVC) (76MM 2 WAY) CONDUIT (F&I)(PVC) (102MM 1 WAY) CONDUIT (F&I)(PVC) (102MM 2 WAY) CONDUIT (F&I)(PVC) (102MM 4 WAY) CONDUIT (F&I)(PVC) (102MM 1 WAY) CONDUIT (F&I)(PVC) (102MM 2 WAY) CONDUIT (F&I)(PVC)(DB) (102MM 3 WAY) CONDUIT (F&I)(PVC) (102MM 4 WAY) CONDUIT (F&I)(PVC) (102MM 5 WAY) CONDUIT (F&I)(PVC) (102MM 6 WAY) CONDUIT (F&I)(PVC) (102MM 7 WAY) CONDUIT (F&I)(PVC) (102MM 8 WAY) CONDUIT (F&I)(PVC) (102MM 9 WAY) CONDUIT (F&I)(PVC) (102MM 10 WAY) CONDUIT (F&I)(PVC) (102MM 11 WAY) CONDUIT (F&I)(PVC) (102MM 12 WAY) CONDUIT (F&I)(PVC) (102MM 13 WAY) CONDUIT (F&I)(PVC) (102MM 14 WAY) CONDUIT (F&I)(PVC) (102MM 15 WAY) CONDUIT (F&I)(PVC) (102MM 16 WAY) CONDUIT (F&I)(PVC) (102MM 17 WAY) CONDUIT (F&I)(PVC) (102MM 18 WAY) CONDUIT (F&I)(PVC) (102MM 20 WAY) CONDUIT (F&I)(PVC) (102MM 21 WAY) CONDUIT (F&I)(PVC) (102MM 22 WAY) 286 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3160114324 3160114326 3160114403 3160114404 3160114406 3160114409 3160116301 3160117201 3160132 01 3160132 02 3160134 01 3160134 02 3160134 04 3160144 03 3160144 06 3160213301 3160214301 3160311201 3160312201 3160312202 3160312204 3160312301 3160313301 3160314202 3160314301 3160314302 3160315202 3160334 02 3160700 3160900 3510110 3510120 3510120 15 3510128 17 3510162 09 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 MT MT MT MT EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y CONDUIT (F&I)(PVC) (102MM 24 WAY) CONDUIT (F&I)(PVC) (102MM 36 WAY) CONDUIT (F&I)(PVC) (102MM 3 WAY) CONDUIT (F&I)(PVC) (102MM 4 WAY) CONDUIT (F&I)(PVC) (102MM 6 WAY) CONDUIT (F&I)(PVC) (102MM 9 WAY) CONDUIT (F&I)(PVC) (152MM 1 WAY) CONDUIT (F&I)(PVC) ( 64MM 1 WAY) CONDUIT (F&I)(GALV STL) ( 51MM 1 WAY) CONDUIT (F&I)(GALV STL) ( 51MM 2 WAY) CONDUIT (F&I)(GALV STL) (102MM 1 WAY) CONDUIT (F&I)(GALV STL) (102MM 2 WAY) CONDUIT (F&I)(GALV STL) (102MM 4 WAY) CONDUIT (F&I)(FIBERGLAS)(102MM 3 WAY) CONDUIT (F&I)(FIBERGLAS)(102MM 6 WAY) CONDUIT (FUR)(PVC) (76MM 1 WAY) CONDUIT (FUR)(PVC) (102MM 1 WAY) CONDUIT (INSTALL)(PVC) ( 25MM 1WAY) CONDUIT (INSTALL)(PVC) ( 51MM 1WAY) CONDUIT (INSTALL)(PVC) ( 51MM 2WAY) CONDUIT (INSTALL)(PVC) ( 51MM 4 WAY) CONDUIT (INS)(PVC)DIR BURIED ( 51MM 1WY) CONDUIT (INS)(PVC)DIR BURIED ( 76MM 1WY) CONDUIT (INSTALL)(PVC) (102MM 2WAY) CONDUIT (INSTALL)(PVC (102MM 1WAY) CONDUIT (INSTALL)(PVC (102MM 2WAY) CONDUIT (INSTALL)(PVC) (127MM 2WAY) CONDUIT (INSTALL)(GALV STEEL)(102MM 2WY) CONDUIT (ADJ & MOD) CONDUIT (REMOVE) FITTINGS SAN. SEWER (F&I)(CI) FITTINGS SAN. SEWER (F&I)(DI) FITTINGS SEWER (F&I)(DI) (508MM) FITTINGS SEWER (F&I)(DI) (Y'S) (762MM) FIT SEWER (F&I)(PVC)(ELBOWS) (203MM) 287 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 3510162 3510166 3510166 3510166 3510166 3510167 3510168 3510168 3510168 3510168 3510168 3510196 3510196 3510920 3511129 3598128 3598129 3598140 3598160 3598160 3598163 3598168 3598169 3598560 3598600 3598700 3598900 3610120 3610132 3610133 3610133 3610140 3610140 3610140 3610144 13 00 09 10 11 09 00 09 10 13 17 00 09 09 08 08 08 01 09 08 08 08 09 05 00 05 10 13 05 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA MT EA EA M1 M1 M1 M1 M1 EA M1 M1 EA M1 EA MT EA EA EA MT MT MT MT Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y FIT SEWER (F&I)(PVC)(ELBOWS) (406MM) FIT SEWER (F&I)(PVC)(UNI/COUP) (NONSTD) FIT SEWER (F&I)(PVC)(UNI/COUP) (203MM) FIT SEWER (F&I)(PVC)(UNI/COUP) (254MM) FIT SEWER (F&I)(PVC)(UNI/COUP) (305MM) FIT SEWER (F&I)(PVC)(CAP/PLUG) (203MM) FIT SEWER (F&I)(PVC) (Y'S)(NONSTD) FIT SEWER(F&I)(PVC)(Y'S)(203MM) FIT SEWER (F&I)(PVC) (Y'S) (254MM) FIT SEWER (F&I)(PVC) (Y'S) (406MM) FIT SEWER (F&I)(PVC) (Y'S) (762MM) FIT SEWER(F&I,RUBBER) UNIONS/COUP(NONSTD FIT SEWER(F&I,RUBBER,UNIONS/COUP,203MM) FIT SAN. SEWER(REM)(DI) FIT SEWER (F&I)(PVC CLEANOUT) (203MM) SERVICE SANITARY SEWER (F&I)(DI) (152MM) SERVICE SANITARY SEWER (F&I)(DI) (152MM) SERVICE(F&I)(CONC)(UNK FIT)(152MM) SERVICE (F&I)(PVC)(UNKNOWN) (19MM) SERVICE (F&I)(PVC)(UNKNOWN) (203MM) SERVICE (F&I)(PVC)(TEES)(152MM) SERV SAN.SEWER(F&I,PVC,CLEAN OUT,152MM) SERV SAN.SEWER(F&I)(PVC)(LINES) (152MM) SERVICE SS(S&R)(PVC)(UNK FIT) (203MM) SERV SAN.SEWER(PLUG&PLACED OUT OF SVS) SERVICE SAN.SEWER(ADJUST & MODIFY) SERVICE SAN.SEWER(REMOVE) FIT WATER (F&I)(CI/CEMENT LINED) FIT WATER (F&I)(PVC)(ELB)(51MM) FIT WATER (F&I)(PVC)(T'S)(NONSTD) FIT WATER (F&I)(PVC)(T'S)(51MM) FIT WATER (F&I)(DI-CEMENT LINED) FIT WATER (F&I)(IR-CEMENT LINED)(254MM) FIT WATER (F&I)(DI-CEMENT LINED)(406MM) FIT WATER (F&I)(DI-CEMENT LINED)( 51MM) 288 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3610147 09 3610147 11 3610152 08 3610152 11 3610153 00 3610153 15 3610540 3610940 3633131406 3633131415 3633131800 3633133305 3633133502 3633133505 3633135400 3633136309 3633145313 3633145505 3633147405 3633148400 3633148402 3633148403 3633148405 3633148406 3633148409 3633148412 3633148413 3633148415 3633148426 3633148428 3633148433 3633148434 3633149502 3634141415 3634141416 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description MT MT EA EA EA EA MT MT EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y FIT WATER (F&I)(DI-CEMENT LINED)(203MM) FIT WATER (F&I)(DI-CEMENT LINED)(305MM) FIT WATER(F&I)(GALV)ELBOW(152MM) FIT WATER(F&I)(GALV)ELBOW(305MM) FIT WATER(F&I)(GALV)TEES(NON STD) FIT WATER(F&I)(GALV)TEES(508MM) FIT WATER (S&R)(DI-CEMENT LINED) FIT WATER (REMOVE)(DI-CEMENT LINED) TAP SADDLE(F&I)(PVC)(CLS 80)(DI/ FM)64MM TAP SADDLE (F&I)(PVC)(CLS 80)(DI) 508MM TAPPING SADDLE(F&I)(PVC)(CLS 80)(PVC)NS TAP SADDLE(F&I)(PVC)(CLS150)(ST/FM) 51MM TAP SADDLE(F&I,PVC-150,FM/BRNZ,152X102MM TAP SADDLE(F&I,PVC-150,FM/BRNZ,203X152MM TAP SADDLE(F&I)(PVC-200)(DI)(NON STD) TAPPING SADDLE (F&I)(PVC)(SCH 40)(203MM) TAPPING SADDLE (F&I)(DI/CL)C-150 (406MM) TAP SADDLE(F&I,DI/CL,C-150)BRONZ FIT(51 TAP SADDLE (F&I)(DI/CL) (203MMX152MM) TAP SADDLE (F&I)(DI/CL) (NONSTANDARD) TAP SADDLE (F&I)(DI/CL) (152MMX102MM) TAP SADDLE(F&I)(DI/CL)STD(DI)(152X152MM) TAP SADDLE (F&I)(DI/CL) (203MMX152MM) TAP SADDLE(F&I)(DI/CL)STD(DI)(203X203MM) TAP SADDLE(F&I,DI/CL)CI STD(254MMX203MM) TAP SADDLE (F&I)(DI/CL) (305MMX152MM) TAP SADDLE(F&I)(DI/CL)STD(DI)(305X203MM) TAP SADDLE(STD)(F&I)(DI/CL)(305MMX305MM) TAP SADDLE (F&I)(DI/CL) (508MMX152MM) TAP SADDLE (F&I)(DI/CL) (508MMX305MM) TAP SADDLE(F&I)(DI/CL)STD(DI)(610X305MM) TAP SADDLE(F&I)(DI/CL)STD(DI)(610X406MM) TAP SDL(F&I,DI/CI HEAVY)BRNZ152X102MM DRESSER COUPLING(F&I,DI/CL 51)DI(508MM) DRESSER COUPLING(F&I,DI/CL 51)DI(610MM) 289 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3634148108 3634148109 3634148111 3634149407 3634149408 3634149409 3634149410 3634149411 3634149413 3635120101 3635120106 3635120109 3635120121 3635120123 3635120303 3635120306 3635122303 3635122312 3635122322 3635122326 3635122331 3635122333 3635122336 3635122405 3635122406 3635122412 3635122413 3635122415 3635122421 3635122422 3635142131 3635142136 3635148413 3637101101 3637101105 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y DRESSER COUPLING(F&I,DI/CL)CI STD(152MM) DRESSER COUPLING(F&I,DI/CL)CI STD(203MM) DRESSER COUPLING(F&I,DI/CL)CI STD(305MM) DRESSER COUPLING(F&I,DI/CL)DI(HVY)102MM DRESSER COUPLING(F&I,DI/CL)DI(HVY)152MM DRESSER COUPLING(F&I,DI/CL)DI(HVY)203MM DRESSER COUPLING(F&I,DI/CL)DI(HVY)254MM DRESSER COUPLING(F&I,DI/CL)DI(HVY)305MM DRESSER COUPLING(F&I,DI/CL)DI(HVY)406MM TAP SL&TAP(F&I)(GI/CL)XHEAVY(102X102MM) TAP SL&TAP(F&I)(GI/CL)XHEAVY(203X203MM) TAP SL & TAP(F&I)(GI/CI) (254X203MM) TAP SL & TAP(F&I)(GI/CI) (406X203MM) TAP SL & TAP(F&I)(GI/CI) (406X406MM) TAP SL & TAP(F&I)(GI/STEEL) (152X152MM) TAP SL & TAP(F&I)(GI/STEEL) (203X203MM) TAP SLV & TAP(F&I)(GI/STEEL)(152X152MM) TAP SLV & TAP(F&I)(GI/STEEL)(305X152MM) TAP SLV & TAP(F&I)(GI/STEEL)(406X305MM) TAP SLV & TAP(F&I)(GI/STEEL)(508X152MM) TAP SLV & TAP(F&I)(GI/STEEL)(610X152MM) TAP SLV & TAP(F&I)(GI/STEEL)(610X305MM) TAP SLV & TAP(F&I)(GI/STEEL)(610X610MM) TAP SLV & TAP(F&I)(GI/CL)(203x152MM) TAP SLV & TAP(F&I)(GI/CL)(203x203MM) TAP SLV & TAP(F&I)(GI/CL)(305x152MM) TAP SLV & TAP(F&I)(GI/CL)(305x203MM) TAP SLV & TAP(F&I)(GI/CL)(305x305MM) TAP SLV & TAP(F&I)(GI/CL)(406x203MM) TAP SLV & TAP(F&I)(GI/CL)(406x305MM) TAP SL&TAP(F&I)(DI/CL)C52(CI 610X152MM) TAP SL&TAP(F&I)(DI/CL)C52(CI 610X610MM) TAP SL&TAP(F&I)(DI/CL)STD(DI/305X203MM) TAP CROSS&VLV,SLV&VALV(F&I)DI(102X102MM) TAP CROSS&VLV,SLV&VALV(F&I)DI(203X152MM) 290 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3637101106 3637101113 3637101127 3637103101 3637103106 3637111100 3637111101 3637111103 3637111104 3637111105 3637111106 3637111109 3637111110 3637111111 3637111115 3637111121 3637111122 3637111123 3637111133 3637111136 3637111142 3637111143 3637111206 3637111209 3637111215 3637112100 3637112105 3637120404 3637121108 3637121109 3637121600 3637121618 3637121641 3637123108 3637123110 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TAP CROSS&VLV,SLV&VALV(F&I)DI(203X203MM) VLV BOX TAP CROSS & VLV F&I(305MMX203MM) VLV BOX TAP CROSS & VLV F&I(508MMX203MM) SLEEVE(F&I)(DI)(102MMX102MM) SLEEVE(F&I)(DI)(203MMX203MM) VLV BOX TAP CROSS & VLV F&I(NON-STD) DI VLV BOX TAP CROSS & VLV F&I(102MMX102MM) VLV BOX TAP CROSS & VLV F&I(152MMX152MM) VLV BOX TAP CROSS&VLV F&I DI(203MMX102MM VLV BOX TAP CROSS & VLV F&I(203MMX152MM) VLV BOX TAP CROSS & VLV F&I(203MMX203MM) VLV BOX TAP CROSS & VLV F&I(254MMX203MM) VLV BOX TAP CROSS & VLV F&I(254MMX254MM) VLV BOX TAP CROSS & VLV F&I(305MMX102MM) VLV BOX TAP CROSS & VLV F&I(305MMX305MM) VLV BOX TAP CROSS,VLV&SLV F&I(406X203MM) VLV BOX TAP CROSS,VLV&SLV F&I(406X305MM) VLV BOX TAP CROSS,VLV&SLV F&I(406X406MM) VLV BOX TAP CROSS & VLV F&I(610MMX305MM) VLV BOX TAP CROSS & VLV F&I(610MMX610MM) VLV BOX TAP CROSS & VLV F&I(762X762MM)DI VLV BOX TAP CROSS & VLV F&I(914X914MM)DI VLV BOX TAP CROSS & VLV F&I(203MMX203MM) VLV BOX TAP CROSS & VLV F&I(254MMX203MM) VLV BOX TAP CROSS & VLV F&I(305MMX305MM) VLV BOX TAP CROSS & VALV(F&I)DI(NON STD) VLV BOX TAP CROSS & VALV(F&I)DI(203X152) VLV BOXTAP CROSS&VLV(F&I)FBRG(203X102MM) VLV BOXTAP CROSS&VLV,F&I,3PC,SL/V(152MM) VLV BOXTAP CROSS&VLV,F&I,3PC,SL/V(203MM) VLV BOX TAP CROSS&VLV(F&I)3PC,SL/V(NS) VLV BOXTAP CR&VALV, F&I, SL&VLV,ST,356X VLV BOXTAP CR&VALV, F&I, SL&VLV,ST(914X VLV BOXTAP(CROSS&VLV)(F&I)(254X152MM) VLV BOXTAP(CROSS & VLV)(F&I)(254X254MM) 291 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3637123111 3637123113 3637123118 3637130111 3637131100 3637131103 3637131106 3637131110 3637131111 3637131112 3637131113 3637131115 3637131122 3637131123 3637131126 3637131128 3637131129 3637131200 3637133105 3637133106 3637133123 3637141209 3637141211 3637141213 3637151606 3637151615 3637700 3637900 3644112 01 3644112 02 3644113 01 3644113 02 3644114 02 3644116 01 3644116 02 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y VLV BOXTAP(CROSS&VLV)(F&I)(305MMX102MM) VLV BOXTAP(CROSS&VLV)(F&I)(305MMX203MM) VLV BOXTAP(CROSS&VLV)(F&I)(356MMX203MM) VLV BOX TAP CROSS & VLV(F&I)305MMX102MM VLV BOX TAP CROSS & VALV(F&I)(DI)NON STD VLV BOX TAP CROSS&VALV(F&I,DI) 152X152MM VLV BOX TAP CROSS&VALV(F&I)(DI)203X203MM VLV BOX TAP CROSS & VLV(F&I)254MMX254MM VLV BOX TAP CROSS & VLV(F&I)305MMX102MM VLV BOX TAP CROSS & VLV(F&I)305MMX152MM VLV BOX TAP CROSS & VLV(F&I)305MMX203MM VLV BOX TAP CROSS&VALV(F&I)(DI)305X305MM VLV BOX TAP CROSS&VALV(F&I)(DI)406X305MM VLV BOX TAP CROSS&VALV(F&I)(DI)406X406MM VLV BOX TAP CROSS & VLVF&I(508MMX152MM) VLV BOX TAP CROSS&VALV(F&I)(DI)508X305MM VLV BOX TAP CROSS&VALV(F&I)(DI)508X406MM VLV BOX TAP CROSS & VLVF&I(NON STAND) VLV BOX TAP CROSS & VLVF&I(203X152MM) VLV BOX TAP CROSS & VLVF&I(203X203MM) VLV BOX TAP CROSS & SLVE(DI)(406X406MM) VLV BOX TAP CROSS&SLV(F&I)PVC(254X203MM) VLV BOX TAP CROSS&SLV(F&I)PVC(305X102MM) VLV BOX TAP CROSS&SLV(F&I)PVC(305X203MM) VLV BOX TAP CRS&SL(F&I)SURF/ST(203X203MM VLV BOX TAP CRS&SL(F&I)SURF/ST(305X305MM VLV BOX TAP CROSS & VLV(ADJ & MODIFY) VALVE BOX TAPPING CROSS & VALVES(REMOVE) FIRE HYDRANT (STD)(F&I)(2HOSE) (135MM) FIRE HYDRANT (STD)(F&I)(2HOSE) (152MM) FIRE HYD (STD)(F&I)(2HOSE/1PUMP 135MM) FIRE HYD (STD)(F&I)(2HOSE/1PUMP 152MM) FH (F&I)(STD)(2WY,FLUSH 1H/1P) 152MM) FIRE HYD (STD)(F&I)(3W 2H/1PUMP 135MM) FH(STD)(F&I)(3WY/2HOSE/1PUMP 152MM) 292 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3644132 01 3644133 01 3644133 02 3644136 02 3644300 3644336 02 3644412 01 3644412 02 3644413 01 3644433 01 3644433 02 3644436 02 3644516 02 3644600 3644700 3644800 3644900 3649110300 3649110302 3649110328 3649150200 3649150201 3649150205 3649150222 3649150228 3649150232 3649150300 3649150305 3649150339 3649150400 3649150423 3649150435 3649150438 3649500 3649700 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y FIRE HYDRANT(F&I)TRAFFIC(2HOSE)(135MM) FIRE HYD (F&I)TRAF- (2HOSE,1PUMP(135MM) FIRE HYD (F&I)TRAF- (2HOSE,1PUMP(152MM) FH (F&I)TRAF-3WY,2HOSE,1PUMP(152MM) FIRE HYDRANT (INSTALL) FIRE HYDRANT(TRAFFIC) (INSTALL)(152MM) FIRE HYD (STD)(SALV&STR)(2 HOSE 135 MM) FIRE HYD (STD)(SALV&STR)(2 HOSE 152 MM) FH ST(SALVAGE&STORE)(2HOSE 1PUMP 135MM) FH (TRAF) (SALV&STR)(2HO 1PU 135MM) FH (TRAF)(SALV&STR)(2HO 1PU 152MM) FH (SAL & STORE)(TRAF)3W2H1P (152MM) FH(STD)(S/U)(3WY/2HOSE/1PUMP 152MM) FIRE HYDRANT (PLUG & PLACED) FIRE HYDRANT (ADJUST & MODIFY) FIRE HYDRANT (RELOCATE) FIRE HYDRANT (REMOVE) METER BOX (F&I)(INDUSTRIAL)(CONC)(NS) METER BOX(F&I)(IND)(CONC)(152X102MM) METER BOX (F&I)(IND)(CI)(406X406MM) METER BOX(F&I)(SURF TYP)(PVC)(NON-STAND) METER BOX(F&I)(SURF TYP)(PVC)(102X102MM) METER BOX(F&I)(SURF TYP)(PVC)(203X152MM) METER BOX(F&I)(SURF TYP)(PVC)(406X305MM) METER BOX(F&I)(SURF TYP)(PVC)(508X305MM) METER BOX(F&I)(SURF TYP)(PVC)(610X254MM) METER BOX(F&I)(SURF TYP)CONC(NON STD) METER BOX(F&I)(SURF TYP)CONC(203X152MM) METER BOX(F&I,SURF TYP,CON,1219MMX1524MM METER BOX(F&I,SURF TYP,FBR GLS,NON STD) METER BOX,F&I,SURF TYP,FBR GLS,406X406MM METER BOX(F&I)SURF TYP(FGLS)(610X457MM) METER BOX(F&I)SURF TYP(FGLS)(914x1219MM) METER BOX (SLAVAGE & STORE) METER BOX (ADJUST & MODIFY) 293 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 No. of Conts Item 3649800 3649900 3650 1 3650 1 3650 1 3650 1 3650 9 3691100 3694100 3694105 3694107 3694108 3694109 3694110 3694111 3694113 3694115 3694116 3694117 3694118 3694211 3694213 3694609 3694611 3694700 3694708 3694709 3694710 3694711 3694713 3694715 3694716 3694717 3698100 3698120 02 05 11 13 05 07 Weighted Average Total Amount Total Quantity Unit Meas Obs? Description EA EA EA EA EA EA EA M3 EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y METER BOX (RELOCATE) METER BOX (REMOVE) AIR RELEASE ASSEMBLY(F&I)( 25MM) AIR RELEASE ASSEMBLY(F&I)( 51MM) AIR RELEASE ASSEMBLY(F&I)(305MM) AIR RELEASE ASSEMBLY(F&I)(406MM) AIR RELEASE ASSEMBLY(REMOVE) PIPE THRUST B&A (F&I) JOINT RESTRAINTS MECH (F&I)(NON STD) JOINT RESTRAINTS MECH (F&I)( 51MM) JOINT RESTRAINTS MECH (F&I)(102MM) JOINT RESTRAINTS MECH (F&I)(152MM) JOINT RESTRAINTS MECH (F&I)(203MM) JOINT RESTRAINTS MECH (F&I)(254MM) JOINT RESTRAINTS MECH (F&I)(305MM) JOINT RESTRAINTS MECH (F&I)(406MM) JOINT RESTRAINTS MECH (F&I)(508MM) JOINT RESTRAINTS MECH (F&I)(610MM) JOINT RESTRAINTS MECH (F&I)(762MM) JOINT RESTRAINTS MECH (F&I)(914MM) JOINT RESTRAINTS MECH (FUR)(305MM) JOINT RESTRAINTS MECH (FUR)(406MM) JOINT RESTRAINTS MECH (P&P OUTSERV)203MM JOINT RESTRAINTS MECH (P&P OUTSERV)305MM JOINT RESTRAINTS MECH (A&M) (NS) JOINT RESTRAINTS MECH (A&M)(152MM) JOINT RESTRAINTS MECH (A&M)(203MM) JOINT RESTRAINTS MECH (A&M)(254MM) JOINT RESTRAINTS MECH (A&M)(305MM) JOINT RESTRAINTS MECH (A&M)(406MM) JOINT RESTRAINTS MECH (A&M)(508MM) JOINT RESTRAINTS MECH (A&M)(610MM) JOINT RESTRAINTS MECH (A&M)(762MM) SERVICE (F&I)(BRASS)LINEAR ITEM ( 51MM) SERV (F&I)(CI/CEM LINED)LIN ITEM(120MM) 294 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3698130309 3698130505 3698130607 3698130608 3698133600 3698139505 3698139601 3698140 02 3698140 05 3698140107 3698140207 3698140503 3698160 05 3698170 02 3698170 05 3698170 06 3698170 09 3698179102 3698190101 3698190102 3698190105 3698190301 3698190302 3698190304 3698190305 3698190401 3698190402 3698190404 3698190408 3698190501 3698190502 3698190503 3698190504 3698190505 3698190601 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 M1 M1 M1 EA M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SERV WATER (F&I PVC CLS 150)(LIN)(203MM) SERV WATER (F&I PVC CLS 200)(LIN)( 51MM) SERV WATER(F&I PVC SCHDL 40)(LIN)(102MM) SERV WATER(F&I PVC SCHDL 40)(LIN)(152MM) SERV WATER(F&I PVC SCHDL 40,T'S,NONSTD) SERVICE WATER(F&I)(PVC-CLS 200)(51MM) SERVICE WATER(F&I)(PVC-SCHED40)(19MM) SERV (F&I)(DI/CEM LINED)LIN ITEM( 25MM) SERV (F&I)(DI/CEM LINED)LIN ITEM( 51MM) SERVICE(F&I)(DI)(CEM LIN)CLS 51(102MM) SERV (F&I)(DI/CEM LINED)LIN ITEM(102MM) SERV WATER(F&I,DI/CEM LINED,CL55,32MM) SERVICE (F&I)(STEEL) LINEAR ITEM( 51MM) SERVICE (F&I)(COPPER) LINEAR ITEM( 25MM) SERVICE WATER (F&I) (COPPER) (51MM) SERVICE WATER (F&I) (COPPER) (64MM) SERVICE WATER (F&I) (COPPER)(203MM) SERVICE WATER (F&I) (COPPER) (25MM) SERVICE WATER(F&I)(POLY- 80)( 19MM) SERVICE WATER(F&I)(POLY- 80)( 25MM) SERVICE WATER(F&I)(POLY- 80)( 51MM) SERVICE WATER(F&I)(POLY-150)( 19MM) SERVICE WATER(F&I)(POLY-150)( 25MM) SERVICE WATER(F&I)(POLY-150)( 38MM) SERVICE WATER(F&I)(POLY-150)( 51MM) SERVICE WATER(F&I)(POLY-160)( 19MM) SERVICE WATER(F&I)(POLY-160)( 25MM) SERVICE WATER(F&I)(POLY-160)( 38MM) SERVICE WATER(F&I)(POLY-160)( 152MM) SERVICE WATER(F&I)(POLY-200)( 19MM) SERVICE WATER(F&I)(POLY-200)( 25MM) SERVICE WATER(F&I)(POLY-200)( 32MM) SERVICE WATER(F&I)(POLY-200)( 38MM) SERVICE WATER(F&I)(POLY-200)( 51MM) SERVICE WATER(F&I)(POLY-S40)( 19MM) 295 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item 3698190602 3698190603 3698190604 3698190605 3698190606 3698196601 3698199101 3698199102 3698199104 3698199105 3698199504 3698600 3698700 3698749 3698790 3698800 3698800000 3698830308 3698900 3698930 3698960 3698969 3821120 3821150 3821320 3821320500 3821350 3821350500 3821500 3821700 3821800 3821900 3833111 3833711 3951 1 16 No. of Conts Weighted Average Total Amount Total Quantity Unit Meas Obs? Description M1 M1 M1 M1 M1 EA EA EA EA EA EA EA M1 EA M1 M1 M1 M1 M1 M1 M1 EA M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 EA EA EA Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SERV WATER (F&I)(POLYETH SCHDL 40)(25MM) SERV WATER (F&I)(POLYETH SCHDL 40)(32MM) SERV WATER (F&I)(POLYETH SCHDL 40)(38MM) SERV WATER (F&I)(POLYETH SCHDL 40)(51MM) SERV WATER(F&I POLYETH SCHDL 40)LIN(64MM SERV(WATER)(F&I)(POLY-SCH40/UNION)(19MM) SERV (WATER)(F&I)(POLY-UNKNOWN) ( 19MM) SERV (WATER)(F&I)(POLY-UNKNOWN) ( 25MM) SERV (WATER)(F&I)(POLY-UNKNOWN) ( 38MM) SERV (WATER)(F&I)(POLY-UNKNOWN) ( 51MM) SERV(WATER,F&I,POLY-UNKNOWN)C-200(38MM) SERVICE WATER(PLUG/NO SERVICE)(BRASS) SERVICE WATER (ADJUST & MODIFY)(BRASS) SERVICE WATER (ADJUST & MODIFY)(DI) SERVICE WATER (ADJUST & MODIFY)(POLY) SERVICE WATER (RELOCATE) >125MM(BRASS) SERVICE-WATER (RELOCATE) <125MM(BRASS) SERV-WATER(RELOC)(PVC CLS 150)(152MM)LIN SERVICE WATER (REMOVE) (BRASS) SERVICE(REM)(PVC) SERVICE WATER (REMOVE) (STEEL) SERVICE WATER (REMOVE)(UNKNOWN)(STEEL) CABLE (F&I) IN CONDUIT & TRAYS PLACING CABLE (F&I) (DIR-BUR CABLE TRENCHING) CABLE (I) IN CONDUIT & TRAYS PLACING CABLE (I)(FBR OPTIC)(CABLE IN CONDUIT) CABLE (I)(DIRECT BURIED CABLE TRENCHING) CABLE (I)(FBR OPTIC)(DIR-BUR C.M.T.) CABLE (SALVAGE & REUSE) CABLE (ADJUST & MODIFY) CABLE (RELOCATE) CABLE (REMOVE) FRAME & COVER(STD)(F&I)(600MM) FRAME & COVER (ADJ & MOD) (STD) (600MM) CASING SEALS (F&I) ( 610MM) 296 CESPO05 09/24/2009-08.14.32 Page: Florida Department of Transportation Item Average Unit Cost From 2005/01/01 to 2005/12/31 Contract Type: ('CC') STATEWIDE Displaying: ALL SELECTED ITEMS From: 0102 1 To: 9999999999 Item No. of Conts Weighted Average Total Amount Total Quantity 3952742104 3998753101 4999 1 4999 3 9999 1 9999 2 1 9999 2 2 9999 2 3 9999 2 4 9999 2 5 9999 2 6 9999 2 7 9999 2 8 9999 2 9 9999 2 10 9999 2 11 9999 2 12 9999 2 13 9999 2 14 9999 3 9999 4 9999 21 9999 22 9999 23 9999 24 9999 25 9999021 9999022 9999023 9999100100 Note : Averages and totals are based on the awarded unit price only. Weighted average is weighted on Quantity at the contract level. Unit Meas Obs? Description M1 M1 LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS EA LS LS LS LS LS LS LS LS LS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N N N N N Y Y Y Y CASING VENTS (A&M)(ST)(COAT)(WELD)(38MM) SERV FUEL(A&M,POLY,TEES,CL 2306,19 MM) FOR ACCOUNTING PURPOSES ONLY(DO NOT BID) GENERIC CONTRACT CHANGE(S/M ONLY) FOR ACCOUNTING PURPOSES ONLY(DO NOT BID) PAVT SUBLET (BAMS USE ONLY)(NOT FOR CES) BASE SUBLET (BAMS USE ONLY)(NOT FOR CES) EARTHWORK SUBLET (BAMS ONLY)(NOT CES) DRAGE SUBLET (BAMS USE ONLY)(NOT CES) EROSION CNTL SUBLET (BAMS ONLY)(NOT CES) MNT OF TRAF SUBLET (BAMS ONLY)(NOT CES) UTIL SUBLET (BAMS USE ONLY)(NOT FOR CES) INCIDENTAL SUBLET (BAMS ONLY)(NOT CES) BRIDGE SUBLET (BAMS USE ONLY)(NOT CES) SGNING SUBLET (BAMS USE ONLY)(NOT CES) SGNL SUBLET (BAMS USE ONLY)(NOT FOR CES) LI SUBLET (BAMS USE ONLY)(NOT FOR CES) PAVT MARKING SUBLET (BAMS ONLY)(NOT CES) LANDSCAPING SUBLET (BAMS ONLY)(NOT CES) GENERIC CONTRACT CHANGE(S/M ONLY) GENERIC CONTRACT CHANGE(S/M ONLY) CONTINGENCY SA (First) (SM Only) CONTINGENCY SA (Second) (SM Only) CONTINGENCY SA (Third) (SM Only) CONTINGENCY SA (Fourth) (SM Only) CONTINGENCY SA (Fifth) (SM Only) CONTINGENCY SA (FIRST) (BAMS/DSS) CONTINGENCY SA (SECOND) (BAMS/DSS) CONTINGENCY SA (THIRD) (BAMS/DSS) DISTR BRIDGE CONST (FOR USE ONLY BY EST) 297