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CESPO05 Page: Florida Department of Transportation Item Average Unit Cost
CESPO05 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
228
18
10
4
3
3
2
$935.38
$214,952.44
$204,491.32
$183,276.38
$123,532.89
$129,072.00
$70,124.68
$65,889,981.81
$4,299,048.89
$2,249,404.57
$733,105.53
$370,598.66
$387,216.01
$140,249.35
70,442.000
20.000
11.000
4.000
3.000
3.000
2.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
53
4
108
215
41
69
2
6
26
54
$31.77
$29.78
$47.71
$.28
$37.76
$24.64
$56.15
$27.83
$51.84
$6.05
$1,497,622.98
$2,076,853.00
$2,337,728.84
$933,568.94
$57,700.34
$10,161,718.23
$67,606.00
$225,112.00
$2,597,412.84
$3,176,162.56
47,141.700
69,740.000
49,000.000
3,343,046.000
1,528.000
412,486.000
1,204.000
8,088.000
50,106.000
525,260.000
1
18
$1.00
$14.22
$4,140.00
$1,115,554.70
4,140.000
78,426.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
204
106
162
209
138
73
$30.00
$.20
$.37
$7.14
$.49
$3.61
$.14
$4,500.00
$1,936,645.82
$208,906.79
$644,797.54
$497,589.36
$1,184,357.47
$228,984.67
150.000
9,654,514.000
564,097.000
90,325.000
1,016,313.000
327,959.000
1,609,735.000
76
1
$1,388.96
$505.04
$1,918,151.11
$30,302.40
1,381.000
60.000
1
1
$12.00
$10.00
$600.00
$500.00
50.000
50.000
171
1
$21.03
$130.00
$2,005,696.98
$7,800.00
95,388.000
60.000
5
9
$126.26
$30.71
$232,070.00
$357,058.64
1,838.000
11,628.000
27
47
49
8
7
13
35
4
3
$18.55
$24.13
$24.19
$31.46
$83.10
$1.59
$1.64
$8.41
$1.97
$370,703.36
$411,975.76
$456,977.14
$77,259.61
$134,282.61
$185,270.67
$654,835.10
$3,121.30
$13,071.40
19,984.000
17,072.000
18,890.000
2,456.000
1,616.000
116,674.000
398,944.000
371.000
6,623.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
29
$1.93
$469,422.95
242,849.000
26
123
7
3
2
2
102
53
6
28
147
8
41
94
13
$1.92
$76.21
$161.91
$28.20
$14,000.00
$2,285.71
$7.24
$10.97
$20.99
$4.40
$1.34
$4.56
$4,665.97
$11.94
$5.43
$216,243.37
$2,875,591.33
$37,077.90
$76,974.60
$210,000.00
$80,000.00
$2,353,781.02
$402,251.50
$47,469.40
$226,065.87
$3,929,945.60
$484,470.62
$779,217.46
$901,782.68
$94,537.88
112,852.380
37,730.411
229.000
2,730.000
15.000
35.000
325,323.000
36,683.800
2,262.000
51,411.000
2,926,863.300
106,220.000
167.000
75,532.000
17,426.000
8
10
7
5
177
$92.61
$74.14
$101.76
$66.55
$19,285.73
$161,607.75
$255,101.40
$458,407.40
$292,804.25
$54,460,322.94
1,745.000
3,441.000
4,505.000
4,400.000
2,823.867
41
98
$45.15
$20.74
$10,646,558.48
$6,697,108.35
235,816.320
322,982.700
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$5,000.00
$5,000.00
1.000
38
2
$149.49
$2,750.00
$120,789.40
$33,000.00
808.000
12.000
4
1
3
1
4
1
$192.00
$85.00
$359.65
$400.00
$1,213.10
$50,000.00
$227,716.00
$46,325.00
$416,838.50
$30,000.00
$41,827.59
$50,000.00
1,186.000
545.000
1,159.000
75.000
34.480
1.000
19
103
51
2
34
6
97
37
3
$16,116.03
$6.50
$21.46
$6.48
$9.89
$12.56
$9.58
$60,090.07
$50.58
$322,320.68
$37,807,543.15
$4,104,185.11
$125,104.00
$4,786,546.74
$1,549,895.25
$58,963,278.54
$2,583,872.93
$199,975.00
20.000
5,819,889.800
191,271.500
19,296.000
484,193.600
123,429.000
6,154,400.800
43.000
3,954.000
1
19
$12.00
$178.65
$101,652.00
$1,167,106.20
8,471.000
6,532.800
3
1
1
1
$13.30
$150.00
$25.25
$750.00
$50,360.00
$15,750.00
$967,958.75
$9,000.00
3,787.000
105.000
38,335.000
12.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
6
$20.99
$10.06
$338,022.96
$848,122.98
16,104.000
84,267.000
1
$9.75
$6,376.50
654.000
67
$3.88
$11,392,936.03
2,939,777.300
28
1
45
1
1
$.95
$12.43
$1.25
$5.60
$58.00
$1,503,461.10
$14,592.82
$1,200,116.09
$1,820.00
$26,604.60
1,582,290.900
1,174.000
958,634.600
325.000
458.700
1
$6.00
$152,928.00
25,488.000
1
$11.00
$26,004.00
2,364.000
1
1
1
$500.00
$285.75
$39.88
$5,000.00
$63,436.50
$70,986.40
10.000
222.000
1,780.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
2
3
4
5
9
13
22
1
2
3
5
8
15
17
18
1
2
6
15
19
No. of
Conts
Weighted
Average
Total
Amount
Total
Quantity
1
$6.65
$58,081.10
8,734.000
1
$3.00
$30,513.00
10,171.000
1
$1.00
$1,539.00
1,539.000
1
$1.00
$4,400.00
4,400.000
59
4
6
25
5
26
4
8
47
$13.33
$23.13
$8.60
$12.69
$13.58
$20.74
$49.26
$24.21
$18.75
$7,406,099.97
$469,452.13
$1,000,998.25
$4,792,552.61
$1,995,538.40
$5,456,437.33
$143,555.25
$1,170,055.31
$22,112,712.75
555,423.700
20,299.000
116,460.800
377,577.600
146,957.000
263,064.300
2,914.000
48,326.000
1,179,124.530
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
9
16
11
7
3
25
$22.82
$25.90
$25.88
$52.39
$51.43
$34.34
$2,444,458.70
$2,761,371.50
$9,979,250.87
$4,428,849.31
$176,253.35
$11,831,442.64
107,118.900
106,607.600
385,652.000
84,538.000
3,427.000
344,542.800
30
5
2
1
$29.56
$325.56
$158.20
$300.00
$1,774,272.02
$144,710.53
$550,062.73
$59,400.00
60,029.980
444.500
3,477.000
198.000
1
$15.00
$1,440.00
96.000
53
8
5
22
42
59
2
30
1
1
17
3
9
1
13
6
2
$2.38
$2.70
$4.81
$3.58
$2.50
$2.90
$3.18
$2.74
$3.50
$3.35
$3.42
$3.47
$2.55
$3.50
$2.50
$1.61
$6.03
$4,886,768.59
$863,762.98
$219,272.95
$3,727,707.66
$5,748,515.70
$5,763,477.66
$375,588.83
$7,914,332.76
$3,622.50
$220,627.65
$3,626,856.87
$65,165.90
$1,920,090.94
$14,339.50
$2,304,265.68
$654,406.92
$35,475.00
2,054,001.630
319,973.900
45,603.000
1,041,645.750
2,301,311.900
1,984,170.400
118,107.100
2,887,868.100
1,035.000
65,859.000
1,060,736.100
18,796.000
754,173.000
4,097.000
921,225.000
406,061.500
5,885.000
19
$2.55
$629,059.42
246,258.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$2.10
$272,148.36
129,779.000
1
$3.50
$612,549.00
175,014.000
1
$3.50
$5,124.00
1,464.000
11
12
13
14
15
21
22
23
24
25
5
6
7
20
21
22
45
16
44
93
19
1
$128.78
$92.13
$98.78
$106.47
$76.20
$1,048,698.20
$25,402,443.55
$48,240,928.73
$22,165,640.54
$504,969.78
8,143.600
275,709.200
488,369.500
208,185.200
6,626.900
3
28
28
2
34
41
49
22
8
33
$103.51
$98.85
$90.57
$85.66
$129.21
$115.14
$117.04
$107.15
$121.85
$114.91
$4,336,516.33
$34,073,583.41
$60,417,702.81
$3,886,485.47
$14,335,419.21
$17,288,754.07
$17,711,877.64
$14,520,276.37
$2,084,829.73
$30,984,080.30
41,893.300
344,709.400
667,059.820
45,372.700
110,948.240
150,148.900
151,336.050
135,519.380
17,109.800
269,643.260
107
11
$198.07
$5.39
$7,877,263.35
$4,294,279.62
39,771.090
796,441.580
3
$103.38
$953,281.01
9,221.100
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
3
$115.46
$834,439.00
7,227.000
1
$124.00
$32,488.00
262.000
9
5
6
7
$1.90
$2.12
$3.86
$792.48
$1,148,749.33
$119,898.90
$1,557,422.00
$7,612,769.50
603,153.000
56,592.000
403,309.000
9,606.300
1
4
2
41
$6.25
$39.95
$1,214.61
$1,028.57
$618,750.00
$128,037.00
$39,353.41
$932,498.14
99,000.000
3,205.000
32.400
906.600
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
31
$1,007.23
$2,384,112.25
2,367.000
112
$804.05
$3,093,319.52
3,847.168
5
3
$637.22
$1,168.37
$521,180.06
$107,022.50
817.900
91.600
27
4
$842.14
$1,431.03
$28,455,665.49
$885,949.00
33,789.650
619.100
1
31
4
$4,300.00
$527.02
$603.92
$30,100.00
$3,547,900.59
$1,347,098.82
7.000
6,732.000
2,230.600
18
$636.27
$2,516,054.34
3,954.400
1
$700.00
$905,380.00
1,293.400
1
2
16
$3,500.00
$471.85
$1,020.09
$17,500.00
$392,676.71
$6,622,380.93
5.000
832.200
6,491.971
6
25
$835.22
$1,167.65
$7,072,933.90
$7,095,674.45
8,468.300
6,076.880
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
4
$1,172.51
$2,234,916.00
1,906.100
11
$1,351.07
$1,106,932.50
819.300
8
$744.05
$8,813,403.03
11,845.100
1
$800.00
$8,000.00
10.000
15
$5.00
$329,664.01
65,980.400
1
$1,885.95
$31,495.37
16.700
17
4
$7.68
$43.56
$849,125.78
$99,839.41
110,591.300
2,292.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
$26.00
$74,074.00
2,849.000
1
$150,000.00
$300,000.00
2.000
1
2
$.64
$181.35
$24,766.34
$14,353.75
38,697.400
79.150
1
1
$30,000.00
$37,000.00
$480,000.00
$333,000.00
16.000
9.000
1
7
10
$25.00
$96.49
$77.06
$2,500.00
$23,448.00
$383,088.63
100.000
243.000
4,971.000
1
2
$90.00
$14.53
$610,200.00
$2,012,628.81
6,780.000
138,469.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
11
$3.10
$2,092,803.24
674,763.000
2
$.78
$43,480.08
55,778.400
1
19
$100.00
$935.22
$56,050.00
$713,107.77
560.500
762.500
1
1
1
5
3
2
1
4
1
$300.00
$8.00
$623.12
$801.90
$404.73
$712.18
$600.00
$381.50
$950.00
$97,050.00
$4,000.00
$6,231.20
$228,701.60
$3,124,550.00
$211,873.63
$12,000.00
$692,006.29
$19,000.00
323.500
500.000
10.000
285.200
7,720.000
297.500
20.000
1,813.900
20.000
3
$364.66
$905,346.50
2,482.700
1
1
$890.00
$890.00
$5,340.00
$5,340.00
6.000
6.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
$45.00
$20,025.00
445.000
1
23
$4.00
$.95
$400,400.00
$935,827.09
100,100.000
987,928.000
3
33
33
24
1
5
30
$.84
$.92
$1.06
$1.21
$.82
$1.06
$1.02
$361,085.85
$9,622,784.82
$4,231,020.55
$533,061.82
$45,649.40
$195,910.85
$1,336,701.77
430,506.000
10,466,855.600
3,994,593.500
439,287.100
55,670.000
184,256.000
1,306,491.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
4
$6,370.60
$63,706.04
10.000
1
$5,570.00
$5,570.00
1.000
9
$5,473.28
$881,198.42
161.000
3
$3,784.28
$18,921.39
5.000
7
$5,749.31
$304,713.22
53.000
3
$3,517.66
$17,588.30
5.000
5
$6,588.25
$138,353.28
21.000
2
5
$3,928.09
$6,302.38
$15,712.35
$75,628.50
4.000
12.000
3
29
3
10
2
24
1
6
$5,544.86
$5,450.00
$4,730.00
$3,991.75
$7,050.00
$6,684.67
$5,800.00
$4,127.18
$44,358.90
$1,438,800.08
$56,759.98
$75,843.16
$42,300.00
$808,845.63
$23,200.00
$33,017.45
8.000
264.000
12.000
19.000
6.000
121.000
4.000
8.000
4
2
$6,736.94
$9,260.81
$87,580.22
$83,347.28
13.000
9.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
4
2
$8,039.25
$9,055.97
$112,549.54
$63,391.80
14.000
7.000
1
$5,500.00
$11,000.00
2.000
1
$8,500.00
$17,000.00
2.000
13
2
$8,926.34
$8,753.22
$437,390.82
$96,285.40
49.000
11.000
1
8
1
$14,000.00
$10,486.33
$9,500.00
$42,000.00
$199,240.22
$9,500.00
3.000
19.000
1.000
2
6
$10,250.00
$7,278.72
$20,500.00
$152,853.11
2.000
21.000
1
$3,260.00
$3,260.00
1.000
7
1
$5,201.87
$6,800.00
$119,643.09
$6,800.00
23.000
1.000
7
$3,341.59
$223,886.20
67.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
No. of
Conts
Weighted
Average
Total
Amount
Total
Quantity
4
1
2
$6,470.66
$11,000.00
$1,828.71
$349,415.87
$44,000.00
$7,314.82
54.000
4.000
4.000
8
$3,752.38
$225,143.01
60.000
3
1
1
$4,408.54
$6,655.00
$2,300.00
$52,902.48
$19,965.00
$4,600.00
12.000
3.000
2.000
1
36
$8,000.00
$3,697.32
$8,000.00
$536,111.22
1.000
145.000
2
1
5
$5,159.93
$6,500.00
$3,355.05
$46,439.34
$6,500.00
$23,485.36
9.000
1.000
7.000
1
6
$3,300.00
$4,315.77
$13,200.00
$220,104.52
4.000
51.000
5
$7,562.48
$98,312.26
13.000
33
$3,750.82
$705,153.27
188.000
7
1
4
1
13
12
$6,117.68
$8,500.00
$3,578.74
$5,750.00
$6,647.27
$4,139.25
$97,882.85
$17,000.00
$46,523.63
$5,750.00
$498,545.04
$128,316.84
16.000
2.000
13.000
1.000
75.000
31.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
Weighted
Average
Total
Amount
Total
Quantity
1
$2,412.00
$2,412.00
1.000
4
7
$4,441.80
$6,062.33
$35,534.39
$509,236.00
8.000
84.000
2
$11,611.11
$104,500.00
9.000
2
$5,160.00
$25,800.00
5.000
1
$10,200.00
$10,200.00
1.000
8
$6,700.84
$67,008.38
10.000
1
$3,970.00
$11,910.00
3.000
4
$7,200.00
$36,000.00
5.000
3
$7,186.33
$21,559.00
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
$4,658.12
$9,316.23
2.000
31
4
8
4
3
1
$4,563.88
$6,274.24
$7,200.04
$7,378.66
$4,358.20
$5,500.00
$1,820,989.62
$50,193.95
$115,200.69
$36,893.30
$30,507.41
$16,500.00
399.000
8.000
16.000
5.000
7.000
3.000
8
$5,403.91
$118,886.09
22.000
1
$6,705.36
$53,642.88
8.000
2
1
$3,570.00
$4,430.53
$7,140.00
$4,430.53
2.000
1.000
4
$7,114.18
$163,626.07
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
4
1
$8,328.62
$9,000.00
$191,558.33
$9,000.00
23.000
1.000
1
$5,000.00
$5,000.00
1.000
2
$4,401.88
$70,430.00
16.000
2
$5,340.00
$10,680.00
2.000
3
$5,108.56
$51,085.64
10.000
17
$7,509.01
$1,892,270.38
252.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
6
3
$8,168.96
$10,398.89
$12,160.83
$65,351.71
$467,949.93
$145,930.00
8.000
45.000
12.000
3
$3,928.13
$66,778.20
17.000
2
9
29
5
15
23
3
8
25
5
4
18
10
3
5
4
1
3
$4,142.34
$4,266.78
$5,220.78
$6,380.82
$3,283.02
$4,709.56
$4,171.50
$2,396.73
$8,177.47
$7,897.35
$3,540.00
$7,314.30
$9,658.23
$4,520.02
$19,898.89
$18,325.00
$800.00
$4,433.33
$45,565.75
$332,809.00
$746,571.80
$108,473.99
$167,433.92
$456,827.56
$29,200.52
$57,521.43
$768,682.58
$402,765.00
$21,240.00
$636,344.09
$463,595.10
$22,600.10
$179,090.00
$274,875.00
$3,200.00
$13,300.00
11.000
78.000
143.000
17.000
51.000
97.000
7.000
24.000
94.000
51.000
6.000
87.000
48.000
5.000
9.000
15.000
4.000
3.000
4
1
$2,699.48
$7,598.72
$67,487.05
$7,598.72
25.000
1.000
2
$3,366.67
$10,100.00
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
$6,000.00
$24,000.00
4.000
3
35
22
26
1
1
13
$1,870.93
$847.58
$859.30
$400.58
$409.00
$2,000.00
$3,058.37
$50,515.00
$340,728.10
$336,847.23
$234,341.30
$9,407.00
$4,000.00
$146,801.69
27.000
402.000
392.000
585.000
23.000
2.000
48.000
3
2
2
12
$1,245.22
$2,166.67
$1,832.50
$1,181.53
$112,070.00
$26,000.00
$3,665.00
$145,328.13
90.000
12.000
2.000
123.000
1
$250.00
$3,000.00
12.000
1
$278.00
$111,200.00
400.000
4
23
70
41
$107.67
$103.64
$65.55
$85.18
$11,844.00
$190,079.47
$8,265,101.96
$5,680,746.17
110.000
1,834.000
126,098.000
66,693.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
23
21
17
16
5
3
2
1
$89.25
$118.92
$154.80
$183.15
$228.46
$253.86
$292.46
$295.00
$2,396,407.79
$3,642,614.61
$2,302,243.10
$1,297,630.56
$482,286.80
$919,734.00
$347,730.00
$294,115.00
26,850.000
30,630.000
14,872.000
7,085.000
2,111.000
3,623.000
1,189.000
997.000
1
4
15
12
7
4
5
3
2
$808.31
$67.23
$76.08
$91.49
$165.48
$146.48
$180.40
$215.69
$285.23
$367,781.05
$35,767.85
$327,734.28
$388,571.69
$652,302.48
$133,445.00
$882,153.18
$69,884.00
$108,956.00
455.000
532.000
4,307.500
4,247.000
3,942.000
911.000
4,890.000
324.000
382.000
4
12
20
12
13
8
4
$144.97
$61.79
$78.44
$121.92
$121.55
$153.03
$166.91
$24,209.92
$328,273.45
$651,996.64
$280,039.52
$374,740.92
$151,197.18
$348,338.08
167.000
5,313.000
8,312.000
2,297.000
3,083.000
988.000
2,087.000
2
$204.98
$155,782.40
760.000
1
1
$1,070.00
$1,500.00
$57,780.00
$240,000.00
54.000
160.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
1
1
1
$1.00
$1,300.00
$1,300.00
$1,500.00
$404.00
$344,500.00
$166,400.00
$373,500.00
404.000
265.000
128.000
249.000
5
6
3
2
2
1
1
$56.69
$88.86
$101.18
$260.54
$135.69
$350.00
$400.00
$115,582.76
$135,245.00
$87,620.00
$58,360.00
$86,570.00
$14,000.00
$32,000.00
2,039.000
1,522.000
866.000
224.000
638.000
40.000
80.000
1
$500.00
$40,000.00
80.000
6
15
1
$77.32
$83.33
$135.00
$80,021.26
$415,402.18
$26,460.00
1,035.000
4,985.000
196.000
1
$147.64
$28,789.80
195.000
8
32
20
10
1
1
1
$132.95
$60.39
$92.29
$117.05
$115.00
$130.21
$103.43
$94,262.28
$847,980.77
$476,854.89
$102,187.02
$30,360.00
$17,317.93
$6,619.52
709.000
14,042.500
5,167.000
873.000
264.000
133.000
64.000
1
5
6
3
$92.00
$71.44
$85.36
$119.05
$1,840.00
$58,219.60
$38,752.39
$56,190.82
20.000
815.000
454.000
472.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
1
$135.24
$160.00
$17,852.00
$6,080.00
132.000
38.000
3
2
2
1
1
1
$4,079.18
$1,106.20
$1,541.75
$1,480.47
$3,100.00
$2,188.13
$36,712.66
$14,380.56
$15,417.51
$2,960.94
$3,100.00
$2,188.13
9.000
13.000
10.000
2.000
1.000
1.000
1
$2,900.00
$2,900.00
1.000
1
$3,356.65
$13,426.60
4.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$9,000.00
$18,000.00
2.000
5
$3,658.21
$36,582.14
10.000
2
7
2
$2,304.13
$3,274.27
$3,323.53
$4,608.25
$121,148.00
$56,500.00
2.000
37.000
17.000
9
2
$3,302.70
$5,002.50
$122,200.00
$10,005.00
37.000
2.000
3
10
1
1
3
$2,530.00
$4,092.28
$8,300.00
$9,900.00
$3,400.00
$65,780.00
$192,337.28
$16,600.00
$9,900.00
$27,200.00
26.000
47.000
2.000
1.000
8.000
1
$3,500.00
$7,000.00
2.000
1
$2,830.00
$5,660.00
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$110.00
$311,410.00
2,831.000
1
1
1
$180.00
$324.00
$405.00
$231,120.00
$3,888.00
$27,135.00
1,284.000
12.000
67.000
1
$513.00
$14,877.00
29.000
2
1
1
1
1
1
$887.79
$652.00
$787.00
$896.00
$1,030.00
$1,150.00
$16,868.00
$9,128.00
$29,119.00
$8,064.00
$4,120.00
$4,600.00
19.000
14.000
37.000
9.000
4.000
4.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
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
11
$376.13
$161,435.52
429.200
1
1
1
$10,900.00
$20,000.00
$29,000.00
$32,700.00
$20,000.00
$58,000.00
3.000
1.000
2.000
4
15
18
$6.33
$4.78
$6.83
$2,508.60
$43,201.56
$87,460.41
396.000
9,038.000
12,800.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
16
$9.65
$114,261.20
11,843.000
9
5
3
4
3
$10.44
$11.18
$12.43
$17.33
$18.21
$94,277.60
$42,558.46
$33,850.80
$82,737.22
$54,112.40
9,028.000
3,806.000
2,723.000
4,773.000
2,972.000
1
$30.00
$56,370.00
1,879.000
4
7
$3.05
$4.79
$16,793.70
$15,303.80
5,513.000
3,193.000
9
6
4
1
2
2
1
$8.73
$9.86
$10.30
$11.00
$17.53
$20.54
$22.69
$26,123.21
$8,947.10
$17,846.25
$1,925.00
$9,693.00
$24,069.80
$4,106.89
2,994.000
907.000
1,732.000
175.000
553.000
1,172.000
181.000
1
1
$10.00
$10.00
$3,350.00
$200.00
335.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
5
9
1
7
3
4
1
$2.90
$4.37
$7.10
$6.09
$8.87
$13.14
$15.00
$5,406.70
$60,501.00
$923.00
$24,342.40
$4,842.20
$6,188.04
$3,825.00
1,865.000
13,857.000
130.000
3,999.000
546.000
471.000
255.000
7
$76.50
$158,269.00
2,069.000
2
$77.96
$6,158.65
79.000
1
2
3
5
$38.50
$68.19
$18.31
$29.67
$63,140.00
$10,364.60
$38,798.00
$298,492.00
1,640.000
152.000
2,119.000
10,062.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
4
2
3
$34.79
$102.96
$147.93
$69,377.00
$33,770.00
$19,675.00
1,994.000
328.000
133.000
1
$450.00
$9,450.00
21.000
1
$60.00
$41,520.00
692.000
1
$50.00
$30,950.00
619.000
8
22
24
14
11
9
7
2
1
$2,159.26
$1,504.61
$1,841.87
$2,719.16
$3,056.11
$2,811.81
$3,525.68
$3,360.27
$6,077.64
$56,140.74
$272,334.76
$250,494.54
$165,868.91
$131,412.88
$56,236.20
$56,410.95
$6,720.54
$24,310.56
26.000
181.000
136.000
61.000
43.000
20.000
16.000
2.000
4.000
2
7
7
3
$966.67
$1,285.66
$2,117.44
$1,907.09
$2,900.00
$59,140.13
$78,345.32
$19,070.92
3.000
46.000
37.000
10.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
4
$6,030.00
$3,309.62
$18,090.00
$19,857.69
3.000
6.000
1
12
38
$950.00
$1,242.41
$1,239.28
$950.00
$49,696.56
$1,023,648.09
1.000
40.000
826.000
23
10
2
2
2
$1,713.98
$4,104.27
$4,943.28
$3,778.84
$7,965.18
$433,638.13
$262,673.50
$54,376.08
$11,336.52
$39,825.92
253.000
64.000
11.000
3.000
5.000
1
7
9
3
3
2
1
1
$850.00
$1,303.94
$2,112.34
$2,509.68
$3,230.00
$3,750.00
$3,900.00
$7,500.00
$1,700.00
$53,461.72
$88,718.48
$17,567.78
$29,070.00
$15,000.00
$7,800.00
$7,500.00
2.000
41.000
42.000
7.000
9.000
4.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
2
$160.00
$454.00
$514.00
$260.53
$175,680.00
$19,976.00
$7,710.00
$22,145.00
1,098.000
44.000
15.000
85.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
3
5
1
3
2
3
2
5
2
4
1
1
1
Weighted
Average
$132.44
$206.38
$25.82
$29.51
$48.05
$77.22
$90.63
$1,949.00
$29.56
$32.48
$61.00
$70.00
$80.00
Total
Amount
$61,582.40
$332,057.54
$77,924.76
$384,031.34
$154,160.00
$754,866.16
$294,735.00
$153,971.00
$115,132.40
$76,075.48
$488.00
$2,240.00
$2,560.00
Total
Quantity
465.000
1,609.000
3,018.000
13,012.400
3,208.000
9,776.000
3,252.000
79.000
3,895.000
2,342.000
8.000
32.000
32.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$.62
$91,122.02
146,971.000
4
8
$156.88
$122.36
$255,084.00
$729,905.95
1,626.000
5,965.000
2
1
1
4
8
$45.00
$642.00
$642.00
$20.40
$26.01
$779,954.00
$25,680.00
$102,720.00
$2,709,446.80
$433,170.33
17,332.000
40.000
160.000
132,839.000
16,651.000
5
8
3
2
1
1
2
$170.47
$186.05
$286.62
$310.97
$439.48
$455.11
$259.63
$871,292.64
$2,656,078.40
$2,074,266.40
$1,216,512.00
$406,079.52
$185,684.88
$2,657,842.94
5,111.000
14,276.000
7,237.000
3,912.000
924.000
408.000
10,237.000
1
1
$230.00
$300.00
$333,730.00
$19,500.00
1,451.000
65.000
2
$370.85
$3,032,798.10
8,178.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$400.00
$558,000.00
1,395.000
1
3
1
1
$824.00
$883.72
$1,800.00
$8,000.00
$2,270,120.00
$909,350.00
$3,600.00
$16,000.00
2,755.000
1,029.000
2.000
2.000
2
2
2
$2,525.37
$290.66
$1,065.37
$941,963.88
$10,754.35
$21,307.48
373.000
37.000
20.000
3
$38.22
$622,428.00
16,284.000
1
1
1
$175.00
$250.70
$175.00
$338,625.00
$1,025,864.40
$12,600.00
1,935.000
4,092.000
72.000
7
4
$23,770.58
$96.94
$261,476.37
$358,201.40
11.000
3,695.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
18
$88.71
$11,250,614.42
126,824.000
7
2
$111.87
$190.23
$6,360,132.59
$1,429,782.00
56,851.000
7,516.000
1
$192.00
$353,280.00
1,840.000
1
3
1
$200.00
$382.32
$1,500.00
$1,000.00
$21,410.00
$15,000.00
5.000
56.000
10.000
2
$2,080.00
$24,960.00
12.000
1
2
6
$600.00
$555.72
$250.23
$186,600.00
$406,785.00
$1,962,530.00
311.000
732.000
7,843.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
$658.48
$169,887.84
258.000
2
$251.05
$233,225.00
929.000
1
$600.00
$1,525,800.00
2,543.000
1
1
1
$100.00
$60.00
$70.00
$11,000.00
$5,400.00
$180,600.00
110.000
90.000
2,580.000
1
$90.00
$40,500.00
450.000
1
7
$200.00
$45.89
$180,000.00
$253,885.04
900.000
5,532.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
2
5
1
$2.00
$20.36
$183.58
$60.71
$802.00
$18,692.00
$1,531,237.00
$14,570.40
401.000
918.000
8,341.000
240.000
2
$142.65
$141,225.00
990.000
1
$200.00
$483,200.00
2,416.000
21
6
$14.57
$42.97
$6,317,232.45
$7,101,496.37
433,681.000
165,250.000
27
1
$2,535.29
$800.00
$522,269.56
$107,200.00
206.000
134.000
18
$267.10
$2,446,647.64
9,160.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
7
2
$257.32
$513.24
$1,596,434.02
$455,760.00
6,204.000
888.000
1
$325.00
$170,300.00
524.000
1
1
$1,400.00
$1,600.00
$14,000.00
$16,000.00
10.000
10.000
1
1
$1,800.00
$2,400.00
$9,000.00
$12,000.00
5.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
8
$6.88
$83,181.09
12,086.000
1
4
1
6
8
$125.00
$29.11
$10.00
$2.46
$1.92
$12,500.00
$2,462,755.96
$215,150.00
$4,629,085.55
$68,249,919.12
100.000
84,590.000
21,515.000
1,882,579.200
35,607,279.200
2
$2.58
$399,690.90
154,637.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
Contract Type: ('CC')
STATEWIDE
Displaying: ALL SELECTED ITEMS
From: 0102 1
To: 9999999999
No. of
Conts
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
Weighted
Average
Total
Amount
Total
Quantity
3
$64.61
$18,156.00
281.000
2
$85.85
$217,635.00
2,535.000
6
$285.59
$373,830.92
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
3
2
$1,270.07
$61.90
$37.92
$116,846.44
$33,798.80
$20,592.00
92.000
546.000
543.000
1
$29.00
$11,658.00
402.000
2
$342.25
$894,301.50
2,613.000
2
1
6
5
5
1
$1,227.51
$26.48
$40.68
$39.48
$183.23
$300.00
$709,500.00
$36,065.76
$134,890.70
$337,151.07
$1,366,743.89
$733,800.00
578.000
1,362.000
3,316.000
8,539.000
7,459.080
2,446.000
2
$117.86
$41,250.00
350.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
Weighted
Average
$12.00
Total
Amount
$153,960.00
Total
Quantity
12,830.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$6,000.00
$24,000.00
4.000
1
1
1
1
1
1
2
1
1
1
1
1
1
$15,281.88
$8,000.00
$17,232.42
$5,000.00
$5,000.00
$6,000.00
$9,792.39
$9,000.00
$10,000.00
$13,000.00
$11,000.00
$25,007.54
$3.84
$30,563.76
$32,000.00
$34,464.84
$90,000.00
$100,000.00
$72,000.00
$274,187.00
$180,000.00
$120,000.00
$26,000.00
$132,000.00
$200,060.32
$366,643.20
2.000
4.000
2.000
18.000
20.000
12.000
28.000
20.000
12.000
2.000
12.000
8.000
95,480.000
1
$3,000.00
$24,000.00
8.000
1
1
$1,200.00
$1,200.00
$6,000.00
$6,000.00
5.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
Contract Type: ('CC')
STATEWIDE
Displaying: ALL SELECTED ITEMS
From: 0102 1
To: 9999999999
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
No. of
Conts
Weighted
Average
Total
Amount
Total
Quantity
1
$77,350.00
$77,350.00
1.000
7
$9,205.53
$486,052.00
52.800
2
2
$16,831.08
$14,300.00
$124,550.00
$14,300.00
7.400
1.000
1
$59.70
$2,494,385.40
41,782.000
6
6
$99.64
$3,604.07
$704,342.88
$313,554.48
7,069.000
87.000
1
$13,000.00
$13,000.00
1.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
2
$70,466.67
$52,433.33
$211,400.00
$157,300.00
3.000
3.000
1
$151.51
$19,999.32
132.000
3
1
$36,663.25
$1,500.00
$146,653.00
$1,500.00
4.000
1.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
13
5
2
5
23
$2.29
$6.53
$6.71
$132.98
$38.74
$139,362.46
$96,108.40
$102,725.46
$93,619.37
$292,983.88
60,834.000
14,715.000
15,300.000
704.000
7,563.200
1
$50.00
$37,800.00
756.000
2
2
$83.81
$79.30
$50,620.00
$146,312.55
604.000
1,845.000
12
10
$59.49
$56.59
$527,420.64
$430,592.01
8,865.000
7,609.000
5
$580.75
$54,590.18
94.000
48
3
99
$23.55
$33.02
$24.34
$3,150,707.40
$24,803.50
$9,126,238.91
133,815.100
751.100
374,925.430
5
3
26
5
7
1
20
3
1
3
$37.46
$26.06
$38.35
$167.46
$36.08
$70.43
$45.14
$78.30
$49.00
$47.26
$181,324.07
$13,092.75
$1,667,445.27
$511,753.22
$137,034.45
$50,427.88
$413,070.17
$23,647.42
$116,081.00
$122,449.05
4,840.300
502.500
43,483.000
3,056.000
3,798.000
716.000
9,151.000
302.000
2,369.000
2,591.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
No. of
Conts
Weighted
Average
Total
Amount
Total
Quantity
22
26
41
42
46
51
52
56
1
$100.97
$115,509.68
1,144.000
19
5
1
1
$30.43
$42.82
$42.00
$42.00
$1,267,942.02
$136,244.00
$36,372.00
$20,790.00
41,670.700
3,181.600
866.000
495.000
89
41
20
1
12
2
$25.01
$73.65
$51.56
$109.99
$97.48
$2,533,241.78
$316,971.88
$10,312.00
$9,817,259.22
$160,640.00
101,303.000
4,303.500
200.000
89,257.000
1,648.000
25
5
2
5
1
$97.92
$113.69
$110.25
$140.94
$475.00
$3,443,741.97
$3,397,210.91
$134,500.00
$315,850.00
$57,000.00
35,167.500
29,882.000
1,220.000
2,241.000
120.000
5
3
1
6
$149.14
$292.86
$410.00
$101.91
$446,520.50
$448,900.00
$65,190.00
$583,142.83
2,994.000
1,532.800
159.000
5,722.000
2
$228.33
$935,929.43
4,099.000
8
2
$221.82
$311.15
$4,207,456.72
$697,899.14
18,968.000
2,243.000
12
3
6
$158.52
$147.94
$152.09
$1,403,503.22
$449,731.55
$583,865.75
8,853.800
3,040.000
3,839.000
1
2
1
2
3
4
5
7
8
9
20
1
2
3
1
1
2
3
4
2
3
4
5
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
Contract Type: ('CC')
STATEWIDE
Displaying: ALL SELECTED ITEMS
From: 0102 1
To: 9999999999
No. of
Conts
Weighted
Average
Total
Amount
Total
Quantity
9
$227.06
$1,806,499.70
7,956.000
8
103
68
$57.07
$48.39
$57.33
$265,376.35
$14,086,087.63
$2,164,253.49
4,650.000
291,120.930
37,748.500
1
2
7
3
$129.63
$41.88
$1,108,308.83
$212,431.80
8,550.000
5,072.000
1
2
3
4
19
29
49
1
2
4
19
29
39
49
25
12
$51.75
$75.22
$2,313,624.62
$461,459.76
44,705.800
6,135.000
3
$106.08
$326,295.82
3,076.000
3
3
1
12
$83.55
$115.76
$170.00
$88.85
$70,181.00
$71,377.51
$3,570.00
$577,620.27
840.000
616.600
21.000
6,501.000
1
$250.00
$750.00
3.000
1
2
12
$7.00
$109.13
$55.95
$3,360.00
$10,476.50
$733,227.50
480.000
96.000
13,106.000
32
16
18
28
13
$521.74
$657.03
$83.99
$91.18
$88.69
$632,347.33
$683,241.47
$4,983,933.87
$857,381.73
$982,044.36
1,212.000
1,039.900
59,339.500
9,403.600
11,073.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
Contract Type: ('CC')
STATEWIDE
Displaying: ALL SELECTED ITEMS
From: 0102 1
To: 9999999999
No. of
Conts
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
Weighted
Average
Total
Amount
Total
Quantity
1
1
$200.00
$350.00
$414,200.00
$27,300.00
2,071.000
78.000
2
$82.67
$587,760.00
7,110.000
4
$42.97
$9,134,072.60
212,589.000
1
98
$60.00
$20.46
$553,140.00
$9,305,398.95
9,219.000
454,730.000
10
$29.92
$5,806,144.55
194,030.300
12
2
5
3
$33.05
$161.51
$19.71
$40.57
$416,326.01
$277,802.00
$377,368.80
$1,919,791.42
12,597.900
1,720.000
19,144.000
47,317.100
1
1
17
28
23
2
$47.74
$47.86
$35.23
$137.62
$2,253.45
$3,495.63
$26,853.75
$1,395,717.25
$61,915.03
$402,680.58
$430,408.32
$6,991.25
562.500
29,162.500
1,757.500
2,926.000
191.000
2.000
6
4
91
$2,039.43
$409.05
$3.85
$95,853.00
$12,271.47
$534,745.43
47.000
30.000
139,048.820
2
$85.23
$40,230.00
472.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
13
2
$2,345.69
$56.77
$129,012.77
$11,808.00
55.000
208.000
82
38
61
10
3
18
$2,109.57
$2,384.78
$807.77
$1,889.99
$3,002.39
$12.14
$1,430,291.66
$529,421.95
$507,279.49
$47,249.78
$21,016.75
$866,570.97
678.000
222.000
628.000
25.000
7.000
71,401.700
1
$30.00
$128,880.00
4,296.000
2
$80.00
$1,040.00
13.000
18
1
$24,716.24
$23,000.00
$1,186,379.59
$23,000.00
48.000
1.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
Contract Type: ('CC')
STATEWIDE
Displaying: ALL SELECTED ITEMS
From: 0102 1
To: 9999999999
No. of
Conts
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
Weighted
Average
Total
Amount
Total
Quantity
1
$18,778.00
$37,556.00
2.000
1
4
$861.00
$550.19
$5,166.00
$58,320.00
6.000
106.000
26
6
4
15
9
1
$1,286.46
$87.76
$75.48
$41.52
$13.82
$50.00
$754,507.80
$182,721.50
$244,025.37
$27,762,980.46
$1,542,953.67
$502,150.00
586.500
2,082.000
3,233.000
668,722.000
111,617.000
10,043.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
8
1
$5.12
$10.67
$521,604.54
$17,914.93
101,778.000
1,679.000
3
1
15
1
8
4
$19.75
$22.00
$12.50
$100.00
$15.13
$14.98
$4,223,093.00
$7,772.60
$832,025.37
$2,500.00
$994,222.88
$9,719.20
213,873.000
353.300
66,578.000
25.000
65,696.000
649.000
2
$25.16
$29,847.50
1,186.300
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$155.00
$126,790.00
818.000
1
$63.00
$27,153.00
431.000
1
$111.85
$40,713.40
364.000
2
$128.76
$125,157.80
972.000
1
$100.00
$6,350.00
63.500
1
2
$925.45
$670.10
$925.45
$2,680.39
1.000
4.000
1
$2,880.00
$2,880.00
1.000
1
$901.50
$1,803.00
2.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
Weighted
Average
Total
Amount
Total
Quantity
2
2
1
3
$1,441.26
$1,780.00
$1,502.31
$2,007.77
$5,765.04
$5,340.00
$1,502.31
$10,038.86
4.000
3.000
1.000
5.000
1
1
5
5
1
$43,939.11
$1,975.00
$1,673.54
$2,657.45
$7,800.00
$219,695.55
$3,950.00
$33,470.78
$53,149.02
$7,800.00
5.000
2.000
20.000
20.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
64
44
1
$18.10
$31.35
$60.00
$3,809,077.01
$8,409,480.91
$37,020.00
210,426.000
268,244.000
617.000
1
2
8
8
5
4
2
1
$59.77
$250.00
$461.40
$389.91
$496.04
$743.83
$971.07
$939.38
$10,101.13
$139,750.00
$1,147,963.44
$1,326,872.89
$675,112.89
$889,615.90
$544,770.40
$95,816.76
169.000
559.000
2,488.000
3,403.000
1,361.000
1,196.000
561.000
102.000
4
2
2
1
3
$2,078.49
$816.47
$.25
$.41
$.21
$2,016,135.05
$56,499.62
$33,916.60
$30,913.59
$6,741.57
970.000
69.200
137,888.000
75,399.000
31,589.000
29
24
6
30
128
133
26
$.36
$3.22
$4.87
$110.45
$385.88
$24.34
$1.50
$765,202.27
$63,549.72
$77,589.09
$218,613.35
$170,026.59
$1,568,632.14
$40,088.80
2,119,206.100
19,711.040
15,936.800
1,979.320
440.615
64,457.938
26,692.400
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
5
1
$3.34
$3.55
$4.45
$215,838.43
$584,548.40
$502.85
64,566.200
164,738.000
113.000
102
46
1
5
16
3
13
13
25
35
$2.07
$2.67
$3.25
$1.84
$4.82
$4.88
$3.06
$1.98
$78,648.31
$97,471.53
$8,980,406.03
$2,693,912.10
$38,763.40
$100,655.10
$227,408.90
$36,008.00
$2,079,884.47
$574,932.30
$2,044,856.13
$3,508,975.09
4,329,294.770
1,007,688.600
11,927.200
54,608.000
47,182.200
7,385.000
678,682.520
290,293.400
26.000
36.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
15
5
$80,942.59
$729.08
$1,295,081.42
$47,390.13
16.000
65.000
4
$570.31
$12,546.72
22.000
1
$27,500.00
$27,500.00
1.000
1
$46,000.00
$46,000.00
1.000
1
$55,000.00
$55,000.00
1.000
1
$14,479.10
$14,479.10
1.000
1
$112,687.96
$112,687.96
1.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
1
$155,000.00
$967.32
$810.00
$155,000.00
$7,738.56
$6,480.00
1.000
8.000
8.000
27
114
81
29
11
2
2
$26.89
$2.99
$28.76
$27.76
$29.58
$16.03
$4.82
$349,478.48
$9,246,681.19
$2,367,154.16
$705,956.85
$1,513,082.66
$481.00
$38,442.50
12,998.000
3,091,382.500
82,313.000
25,427.500
51,152.000
30.000
7,970.000
8
$7.77
$37,019.75
4,765.000
85
$3,755.76
$867,579.99
231.000
3
$3.21
$40,350.00
12,567.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
18
$3.50
$181,496.34
51,926.000
1
$2.80
$2,156.00
770.000
10
2
10
$2.52
$4.97
$3.95
$450,757.00
$109,085.00
$3,211,450.71
179,046.000
21,957.000
812,947.000
1
$4.14
$8,694.00
2,100.000
1
1
$4.75
$4.00
$16,458.75
$20,120.00
3,465.000
5,030.000
3
$6.64
$749.92
113.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$3.51
$1,800.63
513.000
2
$5.81
$10,283.40
1,769.000
2
2
1
$1,784.46
$2,981.67
$4,245.00
$5,353.37
$8,945.00
$8,490.00
3.000
3.000
2.000
2
$1,525.00
$4,575.00
3.000
1
1
$949.00
$1,550.00
$1,898.00
$1,550.00
2.000
1.000
1
$1.70
$527.00
310.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$994.00
$2,982.00
3.000
131
1
8
$496.03
$938.43
$734.94
$3,061,515.34
$20,645.46
$34,541.99
6,172.000
22.000
47.000
33
21
$962.65
$3,019.61
$1,624,960.19
$1,597,374.65
1,688.000
529.000
2
$249.36
$41,144.08
165.000
3
16
11
2
39
18
77
$2,248.29
$4,871.00
$1,801.07
$1,007.50
$4,046.32
$2,013.14
$2.66
$17,986.32
$638,101.62
$46,827.80
$2,015.00
$712,151.51
$171,116.55
$1,303,135.93
8.000
131.000
26.000
2.000
176.000
85.000
489,773.000
14
$551.33
$242,586.65
440.000
10
$782.64
$72,785.76
93.000
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
2
$1,264.32
$31,608.05
25.000
1
$1,795.00
$1,795.00
1.000
1
$4,110.00
$8,220.00
2.000
3
$2,166.54
$99,660.92
46.000
1
$5,675.46
$39,728.22
7.000
1
1
1
1
$5,974.47
$6,002.77
$6,043.38
$6,101.13
$11,948.94
$30,013.85
$6,043.38
$12,202.26
2.000
5.000
1.000
2.000
2
1
1
2
$5,434.05
$6,697.21
$7,487.85
$6,119.09
$103,246.95
$66,972.10
$29,951.40
$165,215.36
19.000
10.000
4.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
4
1
1
3
1
1
1
$6,088.80
$6,577.41
$6,699.23
$5,549.29
$6,768.14
$6,785.37
$6,807.52
$340,973.07
$164,435.25
$26,796.92
$172,027.88
$467,001.66
$162,848.88
$6,807.52
56.000
25.000
4.000
31.000
69.000
24.000
1.000
1
1
1
$4,600.00
$4,700.00
$4,800.00
$9,200.00
$18,800.00
$9,600.00
2.000
4.000
2.000
2
1
$5,792.68
$7,122.53
$28,963.40
$128,205.54
5.000
18.000
1
1
1
$5,450.00
$5,490.00
$5,675.00
$5,450.00
$5,490.00
$11,350.00
1.000
1.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
Weighted
Average
Total
Amount
Total
Quantity
1
1
2
1
$6,075.00
$6,170.00
$5,284.25
$4,567.50
$12,150.00
$30,850.00
$10,568.50
$13,702.50
2.000
5.000
2.000
3.000
1
$5,100.00
$10,200.00
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$4,715.50
$9,431.00
2.000
1
$16,383.19
$278,514.23
17.000
1
$24,882.08
$49,764.16
2.000
19
$807.50
$152,617.04
189.000
3
$976.41
$16,598.95
17.000
5
$2,980.14
$208,609.54
70.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
$847.55
$407.00
$847.55
$814.00
1.000
2.000
1
1
$956.20
$1,540.00
$2,868.60
$3,080.00
3.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
Weighted
Average
$14,645.00
Total
Amount
$58,580.00
Total
Quantity
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
10
$18,554.11
$463,852.65
25.000
1
$15,600.00
$15,600.00
1.000
11
1
$21,936.82
$20,558.10
$789,725.48
$20,558.10
36.000
1.000
21
$27,972.19
$1,314,692.95
47.000
1
$26,633.38
$26,633.38
1.000
12
$34,858.19
$801,738.29
23.000
5
$38,769.68
$542,775.52
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
$18,298.95
$18,298.95
1.000
2
$21,883.90
$43,767.80
2.000
1
$31,998.00
$31,998.00
1.000
1
$41,140.00
$41,140.00
1.000
4
4
1
1
5
2
$36,857.43
$38,410.57
$35,696.59
$45,000.00
$45,167.50
$42,529.33
$258,002.00
$268,874.00
$35,696.59
$45,000.00
$361,340.00
$127,588.00
7.000
7.000
1.000
1.000
8.000
3.000
1
$40,260.00
$40,260.00
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$25,000.00
$25,000.00
1.000
1
10
$31,000.00
$36,498.32
$31,000.00
$766,464.66
1.000
21.000
16
$17,713.77
$655,409.31
37.000
17
1
$18,423.41
$24,000.00
$663,242.64
$72,000.00
36.000
3.000
18
$23,715.90
$901,204.11
38.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
12
7
$25,128.14
$31,188.77
$628,203.58
$623,775.33
25.000
20.000
3
$20,847.35
$62,542.04
3.000
1
$31,200.00
$62,400.00
2.000
3
$34,427.23
$103,281.70
3.000
2
1
$46,742.72
$28,857.96
$93,485.43
$28,857.96
2.000
1.000
1
$29,385.00
$29,385.00
1.000
3
2
$19,815.66
$24,796.33
$99,078.30
$74,389.00
5.000
3.000
4
$23,085.58
$484,797.23
21.000
6
$481.05
$15,393.64
32.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
$463.32
$2,779.94
6.000
41
7
23
4
$841.05
$905.94
$883.05
$1,372.00
$611,444.72
$75,192.80
$301,120.50
$9,604.00
727.000
83.000
341.000
7.000
6
$1,171.75
$14,061.00
12.000
34
8
16
$1,317.77
$1,309.08
$1,357.52
$209,525.16
$36,654.24
$51,585.74
159.000
28.000
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
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$171.91
$687.64
4.000
1
$256.22
$1,024.88
4.000
1
$354.76
$4,257.12
12.000
2
$411.74
$2,470.45
6.000
7
$949.43
$45,572.62
48.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
51
30
$810.02
$1,350.47
$482,772.44
$133,696.33
596.000
99.000
16
10
$754.33
$1,362.25
$196,881.00
$91,270.92
261.000
67.000
1
$292.81
$292.81
1.000
1
$138.86
$1,110.88
8.000
33
2
$122.41
$138.00
$48,353.03
$828.00
395.000
6.000
29
50
16
14
1
3
$12.19
$999.86
$1,119.25
$836.25
$196.00
$71.69
$18,798.38
$416,941.46
$117,521.25
$31,777.42
$2,548.00
$716.86
1,542.000
417.000
105.000
38.000
13.000
10.000
17
$182.52
$8,578.65
47.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
8
1
$154.66
$28.10
$63,719.00
$112.40
412.000
4.000
1
4
1
6
4
2
1
$28.10
$230.74
$325.00
$193.77
$228.66
$177.07
$239.42
$112.40
$22,150.66
$975.00
$13,757.77
$2,515.30
$5,666.30
$5,267.24
4.000
96.000
3.000
71.000
11.000
32.000
22.000
35
20
$329.38
$292.89
$115,940.34
$80,836.77
352.000
276.000
1
$73.03
$73.03
1.000
39
48
1
$863.13
$689.79
$712.49
$472,129.65
$855,340.93
$5,699.92
547.000
1,240.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
62
$902.51
$888,971.12
985.000
26
1
49
6
31
$6,011.33
$5,981.17
$258.63
$607.04
$177.11
$1,743,287.07
$11,962.34
$164,747.22
$13,961.93
$86,074.58
290.000
2.000
637.000
23.000
486.000
1
$94.00
$188.00
2.000
4
4
2
$3,486.09
$2,387.27
$51,771.03
$1,206,187.31
$47,745.33
$155,313.08
346.000
20.000
3.000
2
4
2
4
$896.34
$1,532.17
$2,395.78
$2,383.67
$49,298.48
$102,655.21
$21,562.03
$21,453.00
55.000
67.000
9.000
9.000
17
8
3
14
$16,164.79
$18,622.76
$18,090.91
$18,556.63
$533,438.20
$242,095.93
$199,000.00
$445,359.07
33.000
13.000
11.000
24.000
4
7
7
$14,826.48
$19,806.23
$17,900.59
$133,438.32
$396,124.62
$572,818.76
9.000
20.000
32.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
$14,647.50
$29,295.00
2.000
1
$1,606.95
$1,606.95
1.000
16
2
2
3
1
11
$1,174.31
$727.80
$1,736.00
$1,759.00
$1,993.72
$1,644.21
$39,926.64
$3,639.00
$8,680.00
$5,277.00
$1,993.72
$41,105.35
34.000
5.000
5.000
3.000
1.000
25.000
1
$9,000.00
$18,000.00
2.000
4
$34,842.08
$3,937,155.27
113.000
1
1
$1,497.58
$1,708.28
$2,995.16
$5,124.84
2.000
3.000
2
1
$146.91
$240.69
$440.74
$240.69
3.000
1.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
4
$676.00
$777.84
$2,704.00
$263,688.84
4.000
339.000
1
1
$2,800.00
$7,936.00
$2,800.00
$7,936.00
1.000
1.000
1
3
$533.00
$2,906.20
$1,599.00
$40,686.82
3.000
14.000
1
$21,000.00
$21,000.00
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$74,291.50
$74,291.50
1.000
6
$4,109.50
$24,656.99
6.000
1
$11,088.55
$11,088.55
1.000
1
$6,322.98
$6,322.98
1.000
3
$3.03
$19,733.14
6,511.000
5
$4.51
$1,306,036.24
289,773.000
13
1
$1,148.86
$4,200.00
$71,229.28
$4,200.00
62.000
1.000
3
$84,001.98
$1,092,025.69
13.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
$26,895.10
$53,790.20
2.000
2
1
$38,930.23
$7,383.00
$155,720.90
$29,532.00
4.000
4.000
24
$2,189.53
$148,888.28
68.000
18
$966.46
$310,234.06
321.000
5
15
$72,720.02
$1,348.97
$581,760.12
$71,495.42
8.000
53.000
4
4
5
3
4
$10,473.42
$3,029.22
$3,422.28
$5,898.49
$45,143.62
$104,734.16
$30,292.24
$691,299.86
$926,062.25
$677,154.36
10.000
10.000
202.000
157.000
15.000
2
$22,233.47
$111,167.34
5.000
4
$3,959.16
$1,377,788.63
348.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$223.19
$446.38
2.000
1
$202.04
$808.16
4.000
1
1
3
3
$2,655.00
$331.73
$1,179.76
$5,808.74
$7,965.00
$6,966.33
$128,594.37
$952,633.56
3.000
21.000
109.000
164.000
4
$1,694.09
$96,563.22
57.000
61
48
27
14
5
$70.43
$67.14
$253.85
$1,150.74
$2,450.51
$66,347.36
$42,099.24
$23,354.52
$89,757.45
$14,703.06
942.000
627.000
92.000
78.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
36
8
44
6
1
17
44
43
56
9
76
45
2
$197.73
$268.07
$455.20
$202.30
$276.63
$62.55
$43.34
$401.43
$888.65
$1.46
$1,024.77
$2,490.75
$551.55
$665,747.26
$281,473.60
$48,706.46
$5,866.76
$276.63
$21,206.00
$22,231.76
$55,397.88
$127,077.31
$46,765.80
$242,871.67
$1,066,042.67
$4,412.40
3,367.000
1,050.000
107.000
29.000
1.000
339.000
513.000
138.000
143.000
32,033.000
237.000
428.000
8.000
1
$102,216.57
$204,433.14
2.000
1
$123,135.07
$246,270.14
2.000
1
$133,717.37
$133,717.37
1.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
139
101
12
58
16
8
8
6
Weighted
Average
$278.42
$951.12
$1,765.70
$3,363.60
$5,469.34
$7,223.33
$7,799.51
$9,289.91
Total
Amount
$1,604,558.52
$1,482,799.74
$158,913.08
$887,991.12
$344,568.48
$216,699.81
$85,794.61
$92,899.08
Total
Quantity
5,763.000
1,559.000
90.000
264.000
63.000
30.000
11.000
10.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
3
5
$11,988.57
$17,744.68
$83,920.00
$337,148.87
7.000
19.000
1
$75,145.57
$75,145.57
1.000
1
$88,127.35
$176,254.70
2.000
1
$92,003.20
$92,003.20
1.000
1
$104,746.00
$209,492.00
2.000
1
$109,250.04
$437,000.16
4.000
2
1
3
1
$116,951.49
$119,566.62
$138,143.05
$165,710.37
$701,708.96
$119,566.62
$967,001.32
$165,710.37
6.000
1.000
7.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
No. of
Conts
Weighted
Average
Total
Amount
Total
Quantity
1
$196,780.18
$787,120.72
4.000
1
$247,044.18
$247,044.18
1.000
4
$3,147.37
$160,515.70
51.000
1
$30,000.00
$30,000.00
1.000
2
$72,250.00
$144,500.00
2.000
1
$80,000.00
$80,000.00
1.000
1
$79,096.74
$790,967.40
10.000
1
1
$33,000.00
$66,631.00
$33,000.00
$133,262.00
1.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
No. of
Conts
Weighted
Average
Total
Amount
Total
Quantity
1
$73,257.00
$73,257.00
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
1
3
$99,066.67
$100,000.00
$113,620.81
$297,200.00
$100,000.00
$340,862.43
3.000
1.000
3.000
1
1
1
3
3
2
1
$100,000.00
$130,000.00
$160,000.00
$127,395.71
$129,907.50
$116,176.67
$230,000.00
$100,000.00
$130,000.00
$160,000.00
$509,582.84
$519,630.00
$348,530.00
$460,000.00
1.000
1.000
1.000
4.000
4.000
3.000
2.000
1
1
2
3
$116,000.00
$118,282.53
$167,465.45
$143,600.00
$116,000.00
$354,847.59
$334,930.91
$574,400.00
1.000
3.000
2.000
4.000
2
$193,918.20
$387,836.40
2.000
1
$145,000.00
$290,000.00
2.000
2
$177,225.00
$354,450.00
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
$162,193.74
$184,600.00
$162,193.74
$184,600.00
1.000
1.000
1
$200,000.00
$200,000.00
1.000
2
2
2
1
$146,537.50
$187,228.13
$188,539.85
$195,000.00
$293,075.00
$374,456.26
$377,079.70
$195,000.00
2.000
2.000
2.000
1.000
1
$225,000.00
$225,000.00
1.000
1
$173,500.00
$173,500.00
1.000
1
$245,000.00
$245,000.00
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$41,000.00
$41,000.00
1.000
1
5
7
3
2
$37,000.00
$41,674.30
$51,000.37
$57,332.94
$57,256.83
$74,000.00
$291,720.10
$561,004.04
$171,998.82
$114,513.66
2.000
7.000
11.000
3.000
2.000
1
2
$71,000.00
$154,175.00
$71,000.00
$616,700.00
1.000
4.000
2
1
4
5
2
3
$15,400.00
$58,000.00
$57,187.29
$71,539.00
$74,800.00
$79,938.99
$46,200.00
$58,000.00
$285,936.46
$357,695.00
$374,000.00
$319,755.96
3.000
1.000
5.000
5.000
5.000
4.000
1
1
4
6
1
$57,257.38
$64,291.92
$73,202.33
$87,503.92
$58,000.00
$114,514.76
$257,167.68
$439,214.00
$1,050,047.04
$58,000.00
2.000
4.000
6.000
12.000
1.000
1
$75,000.00
$75,000.00
1.000
2
$92,500.00
$185,000.00
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
No. of
Conts
Weighted
Average
Total
Amount
Total
Quantity
1
1
1
1
$101,000.00
$92,656.87
$79,475.00
$95,000.00
$101,000.00
$92,656.87
$79,475.00
$95,000.00
1.000
1.000
1.000
1.000
138
49
6
14
9
4
56
27
$24.19
$532.71
$5,893.61
$3,067.91
$540.79
$1,584.05
$131.09
$3,095.15
$128,377.28
$131,047.03
$53,042.47
$88,969.31
$23,254.12
$14,256.46
$40,244.64
$312,610.07
5,308.000
246.000
9.000
29.000
43.000
9.000
307.000
101.000
1
1
9
1
4
5
1
$356.00
$3,500.00
$314.73
$2,350.00
$3,805.83
$6,629.20
$4,464.00
$4,628.00
$7,000.00
$26,751.64
$2,350.00
$91,340.00
$99,438.00
$8,928.00
13.000
2.000
85.000
1.000
24.000
15.000
2.000
66
8
$387.88
$3,456.23
$280,439.31
$183,180.00
723.000
53.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
$4,394.51
$26,367.08
6.000
2
$149.68
$1,047.76
7.000
2
4
1
2
$277.50
$889.55
$1,706.73
$1,550.00
$1,110.00
$10,674.64
$1,706.73
$3,100.00
4.000
12.000
1.000
2.000
1
20
2
11
5
1
$800.00
$158.04
$1,111.71
$3,972.64
$8,756.00
$8,900.00
$800.00
$24,812.89
$3,335.14
$242,331.00
$227,656.00
$44,500.00
1.000
157.000
3.000
61.000
26.000
5.000
25
18
47
$215.58
$1,261.96
$111.08
$97,441.08
$136,292.12
$36,323.56
452.000
108.000
327.000
3
4
3
2
$21,285.71
$20,982.58
$7,637.50
$2,566.44
$149,000.00
$146,878.03
$61,100.00
$10,265.75
7.000
7.000
8.000
4.000
8
$43,340.59
$2,080,348.16
48.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
11
1
$10,905.94
$86.39
$272,648.42
$86.39
25.000
1.000
2
$2,072.55
$8,290.20
4.000
3
$678.91
$2,715.64
4.000
5
$1.70
$119,694.20
70,451.000
15
5
6
30
$56.27
$51.25
$54.00
$125.11
$87,723.08
$1,998.59
$15,768.16
$34,153.80
1,559.000
39.000
292.000
273.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
11
4
4
$105.76
$310.96
$180.08
$108.80
$36,803.86
$139,309.95
$4,502.00
$7,725.00
348.000
448.000
25.000
71.000
1
48
68
$247.92
$75.58
$4.26
$991.68
$297,239.01
$428,217.63
4.000
3,933.000
100,455.000
19
12
96
61
22
$.51
$.37
$34.33
$53.50
$1.83
$13,102.91
$5,505.89
$323,348.92
$127,533.13
$645,684.26
25,626.000
14,999.000
9,420.000
2,384.000
352,456.000
66
23
111
13
$601.42
$602.05
$1,091.19
$1,594.24
$565,748.20
$83,769.83
$1,740,636.09
$53,332.16
940.681
139.141
1,595.177
33.453
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
111
1
37
50
61
71
98
35
13
$1,137.71
$1,050.00
$.46
$.52
$1.18
$1.58
$2.11
$.43
$.45
$1,436,754.86
$6,940.50
$64,216.43
$95,162.57
$216,888.60
$180,335.65
$226,538.93
$49,787.48
$5,925.60
1,262.843
6.610
140,050.000
183,203.000
184,440.000
114,178.230
107,337.000
115,373.000
13,215.000
72
57
37
16
29
3
115
15
31
5
5
27
19
4
9
14
16
18
20
16
1
11
2
7
17
$1.61
$.25
$.40
$18.72
$16.35
$544.81
$63,637.16
$151.64
$69.56
$1.17
$1.35
$1.24
$3,686.17
$4,576.64
$1.08
$1.34
$1.77
$3.71
$4.16
$1,605.41
$4,910.00
$1.91
$1.68
$1.29
$120.93
$112,939.44
$106,604.38
$37,038.41
$2,821.46
$37,550.40
$32,388.70
$8,336,467.34
$16,832.01
$70,113.75
$1,221.70
$745.60
$295,066.27
$744,916.86
$29,784.78
$21,896.82
$43,701.56
$60,290.79
$72,629.15
$48,926.30
$184,722.72
$10,703.80
$6,946.68
$2,122.20
$8,751.38
$50,186.28
69,987.000
425,354.000
91,860.600
150.710
2,296.580
59.449
131.000
111.000
1,008.000
1,042.000
553.000
237,515.000
202.084
6.508
20,229.000
32,667.000
34,021.000
19,583.000
11,761.000
115.063
2.180
3,640.000
1,264.000
6,796.000
415.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
Contract Type: ('CC')
STATEWIDE
Displaying: ALL SELECTED ITEMS
From: 0102 1
To: 9999999999
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
No. of
Conts
Weighted
Average
Total
Amount
Total
Quantity
21
20
1
8
5
$56.67
$3,212.19
$6,000.00
$1.10
$1.00
$73,159.51
$368,917.20
$804.00
$20,059.34
$6,966.53
1,291.000
114.849
.134
18,196.000
6,992.000
16
$3.08
$24,415.74
7,924.000
5
7
4
$1,033.86
$.66
$1.50
$38,865.82
$3,815.86
$765.63
37.593
5,804.000
511.000
1
1
2
1
2
$2.00
$5.02
$2.32
$9.41
$7.04
$80.00
$356.42
$1,761.00
$216.43
$753.35
40.000
71.000
759.000
23.000
107.000
1
$100.00
$300.00
3.000
2
$3.80
$3,776.86
993.000
1
$7.21
$273.98
38.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
16
11
$157.53
$2.69
$1,585.12
$3,780.60
$103,886.59
$92,211.38
24.000
38,590.000
58.173
6
16
14
20
18
16
20
31
19
8
$1,431.36
$1.23
$.76
$1.23
$1.40
$2.08
$3.25
$4.53
$1.36
$1.62
$20,227.91
$8,721.74
$7,516.09
$41,574.22
$54,848.80
$45,435.42
$58,648.52
$36,565.90
$37,069.13
$6,563.04
14.132
7,119.000
9,937.000
33,685.000
39,233.000
21,826.000
18,020.000
8,078.000
27,178.000
4,051.000
23
$2.98
$19,659.26
6,589.000
18
2
$3,550.52
$3,546.39
$336,905.41
$17,661.01
94.889
4.980
18
$3,682.53
$265,179.13
72.010
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
4
$3.37
$10,770.00
3,200.000
2
1
$3.12
$185.00
$6,735.60
$18,130.00
2,160.000
98.000
4
4
1
2
1
2
2
1
$3.28
$6.41
$8.00
$8.71
$10.50
$12.02
$15,338.72
$22,126.01
$8,322.00
$87,922.50
$1,504.00
$5,280.00
$787.50
$4,184.00
$81,402.60
$7,478.59
2,534.000
13,713.000
188.000
606.000
75.000
348.000
5.307
.338
1
2
1
4
2
2
$10.00
$310.00
$150.00
$7.40
$5.75
$9.87
$4,110.00
$3,100.00
$600.00
$42,529.00
$15,750.08
$10,566.00
411.000
10.000
4.000
5,744.000
2,739.000
1,070.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
1
1
1
$6.50
$6.50
$135.00
$975.00
$975.00
$7,425.00
150.000
150.000
55.000
3
2
1
3
$10,180.00
$3,250.35
$4,620.00
$4,626.32
$356,300.00
$71,507.68
$13,860.00
$87,900.00
35.000
22.000
3.000
19.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
13
3
39
18
16
5
$1.31
$1.11
$1.35
$1.47
$1.96
$2.56
$3.61
$655.00
$60,841.64
$44,759.67
$2,303,308.81
$1,021,831.48
$1,505,989.31
$833,024.15
500.000
54,767.000
33,184.000
1,564,603.000
520,700.000
588,420.000
230,889.000
3
3
$6.31
$5.03
$94,687.20
$1,622,491.08
14,997.000
322,566.000
3
$5.43
$25,827.04
4,756.000
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
8
5
2
$.47
$7.99
$13.48
$79,158.42
$8,045.66
$5,700.00
167,498.000
1,007.000
423.000
1
41
3
1
$9.00
$6.95
$11.74
$15.00
$11,754.00
$3,090,676.06
$116,773.83
$235,005.00
1,306.000
444,656.000
9,944.000
15,667.000
1
1
$20.00
$12.50
$1,040.00
$625.00
52.000
50.000
4
$14.99
$76,323.00
5,091.000
1
1
$2.33
$5.27
$451,556.33
$58,786.85
193,801.000
11,155.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
5
$21.14
$218,462.00
10,336.000
3
$12.90
$32,976.00
2,556.000
1
$11.63
$1,395.60
120.000
7
4
$25.26
$19.96
$98,653.60
$16,526.50
3,905.000
828.000
1
11
$42.00
$18.06
$294,000.00
$126,262.50
7,000.000
6,990.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
No. of
Conts
Weighted
Average
Total
Amount
Total
Quantity
1
$22.00
$6,160.00
280.000
1
$15.80
$13,840.80
876.000
2
1
$16.79
$39.11
$63,538.10
$5,710.06
3,784.000
146.000
1
$20.00
$6,000.00
300.000
1
$55.60
$27,522.00
495.000
1
2
$31.84
$9.80
$79,600.00
$37,254.00
2,500.000
3,800.000
2
$12.58
$160,018.80
12,720.000
3
1
$1,274.35
$581.11
$110,868.34
$1,162.22
87.000
2.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
27
3
6
$114.00
$8,940.39
$7,965.69
$1,867.14
$9,120.00
$768,873.56
$95,588.28
$13,070.00
80.000
86.000
12.000
7.000
10
$1,125.15
$18,002.46
16.000
4
$1,893.73
$68,174.24
36.000
2
$1,356.23
$20,343.38
15.000
1
$415.00
$95,450.00
230.000
1
$850.00
$3,400.00
4.000
8
4
$669.45
$770.31
$66,275.08
$38,515.48
99.000
50.000
2
$740.37
$56,268.00
76.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
1
$506.00
$113.00
$3,036.00
$25,990.00
6.000
230.000
5
$122.53
$5,023.64
41.000
1
$113.00
$8,362.00
74.000
37
14
3
9
$403.03
$592.94
$294.78
$266.30
$1,039,813.79
$244,882.31
$23,582.40
$50,330.88
2,580.000
413.000
80.000
189.000
3
$453.72
$3,176.05
7.000
5
$131.93
$28,364.43
215.000
1
$250.00
$750.00
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
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
1
$109.41
$5,579.91
51.000
3
$1,351.62
$17,571.04
13.000
3
$749.71
$3,748.53
5.000
2
1
$3,982.10
$4,052.40
$342,460.56
$24,314.40
86.000
6.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$4,252.60
$8,505.20
2.000
2
2
1
$33,608.33
$48,748.81
$19,436.00
$201,650.00
$1,316,217.90
$388,720.00
6.000
27.000
20.000
4
$29,469.38
$2,711,182.62
92.000
1
3
$34,103.13
$35,601.63
$409,237.56
$783,235.90
12.000
22.000
1
$5,200.00
$5,200.00
1.000
2
3
$1,033.99
$1,611.00
$13,441.82
$22,553.94
13.000
14.000
27
1
8
$992.25
$468.00
$1,249.91
$1,335,574.74
$11,232.00
$301,228.09
1,346.000
24.000
241.000
4
2
6
6
3
$5,709.03
$3,998.28
$3,834.66
$7,841.96
$5,688.08
$353,960.00
$463,800.00
$812,948.00
$1,191,977.75
$244,587.30
62.000
116.000
212.000
152.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$3,000.00
$12,000.00
4.000
1
$4,400.00
$4,400.00
1.000
1
$3,018.00
$33,198.00
11.000
2
1
1
1
$3,364.52
$3,800.00
$2,479.14
$3,436.00
$70,655.00
$45,600.00
$12,395.70
$37,796.00
21.000
12.000
5.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
1
$4,200.00
$7,700.00
$3,049.00
$25,200.00
$354,200.00
$201,234.00
6.000
46.000
66.000
2
$2,722.86
$19,060.00
7.000
1
1
1
$5,251.47
$6,549.00
$3,522.00
$120,783.81
$216,117.00
$253,584.00
23.000
33.000
72.000
2
$5,362.33
$461,160.00
86.000
2
1
$5,381.15
$7,200.00
$747,980.00
$705,600.00
139.000
98.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$10,376.58
$51,882.90
5.000
10
27
$1,749.80
$535.30
$62,992.66
$377,386.95
36.000
705.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$3,585.00
$57,360.00
16.000
2
4
1
$4,242.86
$4,536.88
$3,451.00
$29,700.00
$86,200.76
$13,804.00
7.000
19.000
4.000
1
$6,000.00
$336,000.00
56.000
1
$7,635.00
$76,350.00
10.000
2
1
$5,028.32
$3,000.00
$155,878.00
$84,000.00
31.000
28.000
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$3,100.00
$4,120.70
$105,400.00
$177,190.10
34.000
43.000
1
$5,770.82
$46,166.56
8.000
2
$3,751.44
$300,115.04
80.000
1
$3,100.00
$52,700.00
17.000
1
$3,200.00
$28,800.00
9.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$3,600.00
$36,000.00
10.000
1
$5,000.00
$405,000.00
81.000
1
$3,881.00
$73,739.00
19.000
1
$4,300.00
$258,000.00
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
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$60.00
$18,600.00
310.000
1
$68.00
$28,220.00
415.000
1
1
1
$175.00
$170.00
$250.00
$16,625.00
$52,360.00
$23,750.00
95.000
308.000
95.000
3
$447.12
$72,880.00
163.000
1
$265.00
$21,200.00
80.000
1
$725.00
$68,875.00
95.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$13,500.00
$54,000.00
4.000
1
1
$7,800.00
$30,000.00
$7,800.00
$120,000.00
1.000
4.000
1
$2,602,000.00
$2,602,000.00
1.000
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$1,700,000.00
$1,700,000.00
$3,400,000.00
$3,400,000.00
2.000
2.000
3
$1,898,027.37
$5,694,082.12
3.000
4
$241.39
$130,350.78
540.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
53
$1,275.06
$617,126.86
484.000
1
$5,630.00
$11,260.00
2.000
1
$2,005.00
$4,010.00
2.000
57
3
6
1
$1,799.62
$3,449.54
$3,981.25
$3,359.00
$1,254,334.52
$17,247.71
$47,775.00
$3,359.00
697.000
5.000
12.000
1.000
7
14
$3,455.24
$2,962.11
$31,097.18
$85,901.14
9.000
29.000
8
3
$4,265.91
$3,997.51
$55,456.85
$15,990.04
13.000
4.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
6
$1,462.22
$13,160.00
9.000
1
$985.00
$1,970.00
2.000
4
$219,680.46
$878,721.82
4.000
3
4
$19,095.00
$572.44
$57,285.00
$2,289.75
3.000
4.000
3
$2,481.60
$101,745.62
41.000
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
Weighted
Average
$343,000.00
Total
Amount
$343,000.00
Total
Quantity
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
3
Weighted
Average
$1,289.19
Total
Amount
$121,184.20
Total
Quantity
94.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
3
3
3
1
1
2
2
$5,622.40
$2.62
$1,745.03
$53,784.75
$219,827.00
$242,899.27
$266,784.53
$213,651.15
$4,560,349.35
$917,886.00
$53,784.75
$219,827.00
$728,697.80
$533,569.05
38.000
1,738,669.000
526.000
1.000
1.000
3.000
2.000
1
1
1
$430,205.00
$142,102.00
$165,720.00
$860,410.00
$2,984,142.00
$994,320.00
2.000
21.000
6.000
1
$129,825.00
$389,475.00
3.000
1
2
$5,866.38
$6,624.65
$269,853.48
$79,495.75
46.000
12.000
1
1
$3,475.00
$27,200.00
$72,975.00
$217,600.00
21.000
8.000
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
Contract Type: ('CC')
STATEWIDE
Displaying: ALL SELECTED ITEMS
From: 0102 1
To: 9999999999
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
No. of
Conts
Weighted
Average
Total
Amount
Total
Quantity
1
3
2
1
$1.93
$1.94
$2.24
$4.14
$12,817.13
$481,716.86
$49,910.77
$207,099.36
6,641.000
248,891.000
22,295.000
50,024.000
3
$45.68
$170,309.84
3,728.000
3
2
1
$1,436.80
$72.87
$50.00
$531,616.95
$5,173.85
$9,600.00
370.000
71.000
192.000
3
1
1
2
5
1
$1,735.68
$1,980.00
$94.00
$20.58
$2.82
$29.25
$892,142.00
$15,840.00
$3,008.00
$249,551.20
$3,730,211.19
$30,186.00
514.000
8.000
32.000
12,123.000
1,322,977.000
1,032.000
5
1
3
2
3
2
2
1
1
1
1
1
1
$2,061.88
$2,828.89
$973.86
$5.01
$2,850.38
$832.33
$5,374.26
$4,705.00
$100,796.30
$105,591.45
$4,215.00
$3,500.00
$13,374.00
$1,193,826.47
$76,380.03
$322,348.59
$247,364.60
$1,145,853.14
$542,676.08
$284,836.04
$32,935.00
$100,796.30
$105,591.45
$33,720.00
$28,000.00
$294,228.00
579.000
27.000
331.000
49,358.000
402.000
652.000
53.000
7.000
1.000
1.000
8.000
8.000
22.000
4
3
$10,991.96
$3,835.41
$5,891,689.37
$1,887,022.74
536.000
492.000
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 09/24/2009-08.15.08
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
1
2
1
$7,097.93
$2,952.78
$20,265.37
$28,391.72
$162,402.80
$20,265.37
4.000
55.000
1.000
1
2
3
1
$109,504.71
$4,076.46
$35,341.19
$7.00
$109,504.71
$2,776,072.17
$5,195,155.36
$93,933.00
1.000
681.000
147.000
13,419.000
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
$4.04
$14,963.68
3,704.000
2
1
$4,473.85
$95.00
$178,954.12
$399,000.00
40.000
4,200.000
1
$16.00
$13,899.20
868.700
1
$15.00
$4,221,495.00
281,433.000
1
$2,000.00
$380,000.00
190.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
1
$10.44
$100.00
$120.00
$4,790,602.80
$50,400.00
$184,680.00
458,870.000
504.000
1,539.000
1
1
$11.30
$3.00
$110,175.00
$60,000.00
9,750.000
20,000.000
1
$22.00
$22,000.00
1,000.000
2
$71.60
$9,454,680.50
132,053.000
1
$100,538.52
$100,538.52
1.000
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
1
$1,800.00
$12,447.00
6.915
2
1
1
$7,216.62
$7,000.00
$1,498.60
$193,088.00
$98,420.00
$461,568.80
26.756
14.060
308.000
56
34
232
$7,791.53
$3,153.77
$50,992.25
$459,700.00
$1,589,500.00
$14,583,784.30
59.000
504.000
286.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
1
1
$265,346.72
$65,000.00
$950,000.00
$530,693.44
$130,000.00
$1,900,000.00
2.000
2.000
2.000
1
2
6
3
2
$5.98
$15.79
$21.80
$45.00
$69.72
$41,824.12
$31,320.00
$226,975.78
$465,997.20
$25,544.87
6,994.000
1,984.000
10,409.370
10,355.000
366.370
1
1
2
3
2
1
1
1
1
2
$19.00
$19.00
$18.88
$87.46
$149.91
$225.00
$40.00
$45.00
$61.00
$89.10
$15,200.00
$22,800.00
$175,380.00
$353,320.00
$2,242,650.00
$306,900.00
$144,000.00
$18,000.00
$1,098.00
$23,880.00
800.000
1,200.000
9,290.000
4,040.000
14,960.000
1,364.000
3,600.000
400.000
18.000
268.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
1
1
1
$85.48
$390.00
$98.00
$200.00
$649,660.12
$42,120.00
$2,352.00
$2,400.00
7,600.000
108.000
24.000
12.000
1
2
1
1
$23.00
$29.93
$38.00
$65.00
$4,485.00
$685,590.24
$37,620.00
$203,125.00
195.000
22,908.000
990.000
3,125.000
2
2
$1,659.22
$1,485.29
$11,614.55
$5,941.14
7.000
4.000
1
1
3
1
3
2
2
1
1
1
2
1
1
1
2
1
$900.00
$3,100.00
$1,359.39
$5,000.00
$1,625.81
$887.50
$720.45
$1,750.00
$3,000.00
$1,000.00
$5,400.00
$6,000.00
$6,000.00
$144,277.00
$1,143.54
$1,250.00
$36,000.00
$46,500.00
$205,267.52
$35,000.00
$60,154.84
$3,550.00
$15,850.00
$3,500.00
$12,000.00
$6,000.00
$27,000.00
$12,000.00
$144,000.00
$144,277.00
$14,866.00
$7,500.00
40.000
15.000
151.000
7.000
37.000
4.000
22.000
2.000
4.000
6.000
5.000
2.000
24.000
1.000
13.000
6.000
2
1
$4,038.73
$4,361.80
$44,426.08
$4,361.80
11.000
1.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
Contract Type: ('CC')
STATEWIDE
Displaying: ALL SELECTED ITEMS
From: 0102 1
To: 9999999999
No. of
Conts
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
Weighted
Average
Total
Amount
Total
Quantity
1
$7,103.49
$7,103.49
1.000
2
$823.18
$22,225.84
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$1,000.00
$9,000.00
9.000
1
$1,220.00
$1,220.00
1.000
1
1
$2,285.00
$2,670.00
$4,570.00
$10,680.00
2.000
4.000
1
2
2
1
$725.30
$1,180.27
$1,461.03
$2,355.37
$725.30
$31,867.20
$52,597.05
$4,710.74
1.000
27.000
36.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
$2,576.41
$15,458.48
6.000
1
1
$8,985.30
$10,331.22
$17,970.60
$10,331.22
2.000
1.000
1
$2,500.00
$5,000.00
2.000
1
$18,000.00
$36,000.00
2.000
1
1
$17,000.00
$25,000.00
$51,000.00
$200,000.00
3.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$1,500.00
$4,500.00
3.000
1
$965.82
$14,487.30
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
1
$1,339.75
$850.00
$16,077.00
$1,700.00
12.000
2.000
3
1
2
3
1
1
2
3
1
$1,653.06
$1,510.00
$2,997.50
$2,313.95
$2,410.00
$6,000.00
$10,200.00
$3,012.54
$3,000.00
$61,163.36
$1,510.00
$11,990.00
$43,965.00
$7,230.00
$18,000.00
$102,000.00
$222,928.24
$3,000.00
37.000
1.000
4.000
19.000
3.000
3.000
10.000
74.000
1.000
1
1
1
$35,000.00
$18,000.00
$9,500.00
$70,000.00
$18,000.00
$380,000.00
2.000
1.000
40.000
1
1
$1,200.00
$90.00
$20,400.00
$90.00
17.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
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
1
$335.00
$24,455.00
73.000
1
$3,000.00
$6,000.00
2.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
Contract Type: ('CC')
STATEWIDE
Displaying: ALL SELECTED ITEMS
From: 0102 1
To: 9999999999
No. of
Conts
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
Weighted
Average
Total
Amount
Total
Quantity
1
$10.00
$1,090.00
109.000
2
1
1
$59.25
$100.00
$100.00
$288,845.00
$1,800.00
$20,200.00
4,875.000
18.000
202.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
Contract Type: ('CC')
STATEWIDE
Displaying: ALL SELECTED ITEMS
From: 0102 1
To: 9999999999
No. of
Conts
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
Weighted
Average
Total
Amount
Total
Quantity
1
1
2
3
$100.00
$120.00
$74.92
$52.82
$1,000.00
$110,400.00
$68,556.00
$181,331.64
10.000
920.000
915.000
3,433.000
1
1
$100.00
$113.40
$15,900.00
$133,131.60
159.000
1,174.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
$100.00
$100.00
$5,800.00
$19,900.00
58.000
199.000
1
$55.00
$143,000.00
2,600.000
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$275.00
$12,650.00
46.000
1
$45.00
$1,350.00
30.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$131.83
$17,269.73
131.000
1
$92.03
$10,859.54
118.000
1
$135.00
$554,310.00
4,106.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$73.54
$272,612.78
3,707.000
1
$325.00
$2,990,000.00
9,200.000
1
$160.00
$3,200.00
20.000
1
$139.58
$19,541.20
140.000
1
$300.00
$90,300.00
301.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$165.00
$3,300.00
20.000
1
1
$125.00
$145.00
$13,125.00
$172,840.00
105.000
1,192.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
1
1
1
1
1
1
1
$47.36
$78.52
$85.98
$155.78
$163.25
$179.45
$181.95
$710.40
$103,018.24
$252,523.26
$13,241.30
$11,754.00
$3,589.00
$2,911.20
15.000
1,312.000
2,937.000
85.000
72.000
20.000
16.000
1
$350.00
$192,500.00
550.000
1
1
1
1
$55.00
$60.00
$75.00
$80.00
$11,000.00
$3,000.00
$7,500.00
$12,000.00
200.000
50.000
100.000
150.000
1
$300.00
$33,000.00
110.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$200.00
$30,400.00
152.000
1
$125.00
$34,500.00
276.000
1
1
1
$250.00
$400.00
$500.00
$22,500.00
$10,000.00
$10,000.00
90.000
25.000
20.000
1
$300.00
$222,600.00
742.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$14.96
$10,262.56
686.000
1
$18.69
$99,673.77
5,333.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
6
Weighted
Average
$11,106.97
Total
Amount
$92,410.00
Total
Quantity
8.320
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
Weighted
Average
$1,869.34
Total
Amount
$28,040.10
Total
Quantity
15.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
7
Weighted
Average
$8,220.87
Total
Amount
$469,781.34
Total
Quantity
57.145
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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 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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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)(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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
Weighted
Average
$17,500.00
Total
Amount
$17,500.00
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
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
Weighted
Average
$7,325.73
Total
Amount
$197,794.81
Total
Quantity
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$4,000.00
$36,000.00
9.000
2
$3,887.00
$7,774.00
2.000
1
$5,500.00
$66,000.00
12.000
1
$1,200.00
$8,400.00
7.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
3
$815.83
$21,211.58
26.000
1
$1,000.00
$1,000.00
1.000
1
$3,600.00
$10,800.00
3.000
1
$4,250.00
$21,250.00
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 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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
$1,144.86
$8,014.00
7.000
1
3
$75.00
$120.24
$3,375.00
$15,150.00
45.000
126.000
1
1
1
$650.00
$1,500.00
$2,250.00
$44,200.00
$6,000.00
$6,750.00
68.000
4.000
3.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$109.67
$128,094.56
1,168.000
1
$40.00
$1,200.00
30.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
Weighted
Average
$846.31
Total
Amount
$24,542.99
Total
Quantity
29.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
5
Weighted
Average
$666,603.99
Total
Amount
$3,333,019.93
Total
Quantity
5.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
5
$1,061.74
$1,735,938.90
1,635.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
3
$39.38
$57,494.91
1,460.000
3
5
2
3
$43.61
$.28
$53.48
$1.13
$34,191.04
$27,444.79
$7,807.38
$16,947.54
784.000
98,520.000
146.000
15,023.700
3
$7.52
$62,722.14
8,342.600
5
3
4
4
4
3
$.27
$.39
$11.43
$.45
$4.18
$.18
$43,436.02
$9,916.69
$26,859.46
$23,914.32
$29,685.57
$37,455.70
162,266.000
25,172.000
2,350.000
53,072.000
7,110.000
212,290.000
3
$946.56
$166,594.40
176.000
4
$20.58
$34,917.90
1,697.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
4
$4.40
$4.61
$37,338.40
$57,829.79
8,486.000
12,558.000
3
$4.86
$64,387.34
13,254.000
5
$314.87
$51,480.97
163.500
1
$16.00
$11,872.00
742.000
1
$50.00
$28,700.00
574.000
1
3
$30,000.00
$2.67
$150,000.00
$13,652.80
5.000
5,120.000
1
$150.00
$75,000.00
500.000
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 09/24/2009-08.15.08
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
No. of
Conts
Weighted
Average
Total
Amount
Total
Quantity
2
4
$49.63
$65,984.74
$46,151.70
$1,509,730.85
930.000
22.880
4
$11.08
$197,414.00
17,811.900
1
$85.68
$428.40
5.000
2
3
$601.35
$12.62
$1,202.70
$1,350,630.59
2.000
107,049.000
1
$15.80
$12,576.80
796.000
3
1
$11.84
$40,000.00
$165,861.68
$40,000.00
14,003.000
1.000
1
$1,300.00
$1,300.00
1.000
1
1
2
1
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
3
$9.38
$984,204.99
104,957.000
1
3
$5.00
$.10
$13,705.00
$5,997.11
2,741.000
61,909.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
$12.00
$119,140.80
9,928.400
2
2
$17.24
$18.76
$619,867.00
$695,525.72
35,960.000
37,067.300
2
$130.75
$24,320.12
186.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$175.00
$1,361,150.00
7,778.000
1
$13.00
$37,284.00
2,868.000
3
2
$3.14
$3.62
$109,931.97
$179,917.50
35,020.600
49,761.000
1
$11.00
$51,458.00
4,678.000
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
3
1
$197.49
$83.66
$90.63
$80.00
$99,544.16
$1,092,556.53
$1,296,724.05
$472,376.00
504.050
13,059.200
14,307.580
5,904.700
1
2
$110.42
$147.46
$258,802.40
$419,181.76
2,343.800
2,842.700
1
$150.00
$126,930.00
846.200
1
1
$105.00
$70.00
$17,146.50
$2,579,290.00
163.300
36,847.000
1
$90.00
$930,600.00
10,340.000
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$5.00
$139,985.00
27,997.000
1
1
$2.25
$1,800.00
$252,468.00
$4,320,000.00
112,208.000
2,400.000
1
$2,500.00
$17,850.00
7.140
3
$639.20
$192,655.50
301.400
3
$244.13
$212,092.46
868.780
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
Contract Type: ('CC')
STATEWIDE
Displaying: ALL SELECTED ITEMS
From: 0102 1
To: 9999999999
No. of
Conts
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
Weighted
Average
Total
Amount
Total
Quantity
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$8.00
$1,064.00
133.000
1
$2.00
$864.00
432.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
1
$4,197.76
$4,156.82
$29,384.35
$4,156.82
7.000
1.000
1
1
$5,130.00
$5,445.00
$20,520.00
$16,335.00
4.000
3.000
1
$5,100.00
$40,800.00
8.000
1
$4,080.00
$4,080.00
1.000
2
2
$5,907.78
$8,239.70
$23,631.13
$24,719.10
4.000
3.000
2
2
$4,464.04
$5,119.38
$124,993.24
$35,835.68
28.000
7.000
2
1
$4,988.98
$4,871.83
$119,735.62
$4,871.83
24.000
1.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
Weighted
Average
Total
Amount
Total
Quantity
2
2
$6,941.93
$6,594.71
$55,535.44
$19,784.12
8.000
3.000
1
$2,995.00
$2,995.00
1.000
2
$6,996.17
$20,988.52
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
$6,500.00
$19,500.00
3.000
1
1
$3,000.00
$7,000.00
$24,000.00
$21,000.00
8.000
3.000
1
$3,000.00
$30,000.00
10.000
1
$4,150.00
$4,150.00
1.000
1
$7,000.00
$35,000.00
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 (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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
1
Weighted
Average
$5,871.88
$4,212.09
Total
Amount
$52,846.95
$8,424.18
Total
Quantity
9.000
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
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
Weighted
Average
$4,714.68
Total
Amount
$18,858.73
Total
Quantity
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$6,500.00
$13,000.00
2.000
2
1
$4,983.45
$4,054.67
$89,702.04
$4,054.67
18.000
1.000
3
2
2
$5,043.58
$4,736.23
$3,342.22
$201,743.21
$71,043.40
$30,080.00
40.000
15.000
9.000
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
1
$8,400.00
$9,600.00
$33,600.00
$76,800.00
4.000
8.000
2
2
$11,243.87
$11,136.99
$44,975.46
$256,150.66
4.000
23.000
3
1
1
$653.29
$1,020.00
$510.00
$5,226.32
$12,240.00
$510.00
8.000
12.000
1.000
2
$2,183.41
$43,668.20
20.000
1
1
$2,550.00
$1,530.00
$10,200.00
$6,120.00
4.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
3
3
3
$179.19
$191.21
$221.79
$263.18
$53,757.00
$312,029.81
$125,513.00
$332,215.30
300.000
1,631.900
565.900
1,262.300
1
$465.00
$44,128.50
94.900
1
1
$1,000.00
$300.00
$1,400.00
$4,170.00
1.400
13.900
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
$300.00
$300.00
$20,760.00
$1,860.00
69.200
6.200
1
$300.00
$7,290.00
24.300
1
$250.00
$11,675.00
46.700
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
2
$12.56
$13.92
$665.44
$3,049.00
53.000
219.000
3
$17.14
$6,306.65
368.000
1
1
1
$37.00
$43.00
$53.00
$4,736.00
$8,686.00
$1,590.00
128.000
202.000
30.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
$2,500.00
$3,000.00
$5,000.00
$12,000.00
2.000
4.000
1
$4,000.00
$4,000.00
1.000
1
$3,000.00
$18,000.00
6.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$4,000.00
$8,000.00
2.000
1
$3,000.00
$3,000.00
1.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$305.00
$7,625.00
25.000
1
$497.33
$5,967.96
12.000
1
$778.00
$172,560.40
221.800
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
Contract Type: ('CC')
STATEWIDE
Displaying: ALL SELECTED ITEMS
From: 0102 1
To: 9999999999
No. of
Conts
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
Weighted
Average
Total
Amount
Total
Quantity
2
$633.84
$159,727.56
252.000
2
1
$1,213.48
$.00
$891,909.90
$.00
735.000
10,966.100
1
$105.00
$128,205.00
1,221.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$20.00
$90,860.00
4,543.000
3
$151.75
$32,156.00
211.900
3
$70.61
$417,703.15
5,915.750
2
$53.30
$21,835.05
409.680
1
1
$64.00
$68.01
$6,126.21
$3,882.69
95.722
57.090
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
12
13
21
22
23
41
42
43
51
52
1
1
1
3
4
5
8
9
20
1
2
3
1
1
3
20
2
3
4
5
6
7
$1,300.00
$91,780.00
70.600
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
3
3
$46.29
$60.61
$739,665.40
$217,125.11
15,980.600
3,582.100
1
$200.00
$22,400.00
112.000
1
$42.24
$6,969.60
165.000
1
$1,000.00
$14,100.00
14.100
2
1
2
3
4
19
29
39
49
1
2
3
4
29
49
1
2
3
4
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
$88.00
$105,617.60
1,200.200
1
$113.00
$570,220.60
5,046.200
1
$15.00
$5,956.50
397.100
1
$1,230.00
$24,600.00
20.000
1
$1,825.00
$10,950.00
6.000
1
$685.00
$2,740.00
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$30,000.00
$30,000.00
1.000
1
$550.00
$12,100.00
22.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
Weighted
Average
$30.54
Total
Amount
$128,285.50
Total
Quantity
4,201.200
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
$70.23
$4,845.78
69.000
2
$105.41
$19,300.78
183.100
1
$2,700.00
$8,100.00
3.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$510.00
$840.00
$24,276.00
$40,068.00
47.600
47.700
1
1
$.15
$8.20
$7,272.75
$697.00
48,485.000
85.000
1
2
2
1
$127.00
$511.88
$4.27
$4.50
$4,445.00
$2,866.50
$7,640.00
$598.50
35.000
5.600
1,788.000
133.000
1
$7.40
$20,283.40
2,741.000
2
$4.08
$3,440.25
843.900
1
$2.75
$61,800.75
22,473.000
1
$27,782.00
$27,782.00
1.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
3
$165,440.88
$496,322.65
3.000
1
$74,712.00
$74,712.00
1.000
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 09/24/2009-08.15.08
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
2
3
1
$8.16
$6.30
$100.44
$16.32
$97.92
$1,934.01
$276,672.60
$6,936.00
12.000
306.900
2,754.500
425.000
3
$3,098.55
$24,788.43
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
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
4
$582.67
$110,123.70
189.000
2
$1,135.90
$11,358.95
10.000
3
$8.83
$9,002.60
1,020.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
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
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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 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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$19,359.38
$174,234.40
9.000
2
$22,466.49
$67,399.48
3.000
1
$28,595.00
$28,595.00
1.000
1
$19,227.23
$19,227.23
1.000
1
$20,909.61
$20,909.61
1.000
2
1
$20,496.40
$27,613.00
$102,482.01
$55,226.00
5.000
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
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
$715.01
$28,600.20
40.000
2
$963.02
$10,593.24
11.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
1
$535.50
$892.50
$3,213.00
$4,462.50
6.000
5.000
2
$703.01
$28,120.40
40.000
2
$776.88
$5,438.14
7.000
1
$612.00
$3,060.00
5.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
3
1
$177.58
$204.00
$5,504.92
$816.00
31.000
4.000
3
1
$900.19
$382.50
$32,406.70
$6,120.00
36.000
16.000
1
$612.00
$4,896.00
8.000
3
1
$135.30
$600.85
$4,329.68
$600.85
32.000
1.000
1
$11,220.00
$22,440.00
2.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
Contract Type: ('CC')
STATEWIDE
Displaying: ALL SELECTED ITEMS
From: 0102 1
To: 9999999999
No. of
Conts
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
Weighted
Average
Total
Amount
Total
Quantity
2
$16,909.75
$101,458.50
6.000
1
$510.00
$510.00
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
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 09/24/2009-08.15.08
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
2
Weighted
Average
$1,538.60
$1,538.60
Total
Amount
$9,231.63
$9,231.63
Total
Quantity
6.000
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 09/24/2009-08.15.08
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
2
1
$51.08
$56.26
$300.43
$2,656.25
$1,800.32
$901.29
52.000
32.000
3.000
2
$157.63
$22,698.72
144.000
3
$417.76
$3,342.06
8.000
1
2
3
$65.00
$609.82
$1,017.76
$260.00
$3,658.92
$6,106.55
4.000
6.000
6.000
3
$1,105.68
$11,056.84
10.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
4
4
1
1
Weighted
Average
$259.73
$1,008.15
$1,700.00
$724.20
Total
Amount
$32,466.78
$41,334.34
$1,700.00
$1,448.40
Total
Quantity
125.000
41.000
1.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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 09/24/2009-08.15.08
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$115,000.00
Total
Amount
$115,000.00
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$164,000.00
$164,000.00
1.000
1
$47,000.00
$47,000.00
1.000
1
1
$44,000.00
$47,000.00
$88,000.00
$94,000.00
2.000
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
4
1
1
1
$25.03
$510.00
$4,900.00
$3,900.00
$3,329.26
$2,550.00
$4,900.00
$7,800.00
133.000
5.000
1.000
2.000
1
2
$1,300.00
$194.61
$2,600.00
$2,140.74
2.000
11.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
1
1
1
$3,900.00
$6,000.00
$7,500.00
$10,500.00
$15,500.00
$23,400.00
$30,000.00
$7,500.00
$10,500.00
$15,500.00
6.000
5.000
1.000
1.000
1.000
2
1
$348.71
$1,200.00
$10,810.01
$7,200.00
31.000
6.000
3
$112.26
$1,234.88
11.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
No. of
Conts
Weighted
Average
Total
Amount
Total
Quantity
1
$22,500.00
$45,000.00
2.000
1
$75.00
$300.00
4.000
2
3
5
6
11
11
12
13
14
21
31
32
33
34
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$3.55
$9,151.90
2,578.000
2
2
3
3
$2.25
$2.53
$25.43
$50.64
$882.36
$1,388.14
$16,479.86
$4,912.56
393.000
549.000
648.000
97.000
2
2
3
$701.60
$624.63
$895.56
$6,039.39
$3,119.40
$25,046.21
8.608
4.994
27.967
3
$886.26
$25,575.67
28.858
1
3
$1.68
$4.05
$40.32
$15,173.96
24.000
3,749.200
2
3
$4.12
$5.94
$271.60
$7,574.43
66.000
1,275.000
2
$4.33
$796.67
184.200
1
$2.24
$67.20
30.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$2.24
$91.84
41.000
3
$61,350.74
$184,052.23
3.000
1
1
$14.25
$540.00
$52,137.90
$13,662.00
3,658.800
25.300
1
1
$3.30
$3.30
$37,250.40
$6,887.10
11,288.000
2,087.000
1
$11.50
$5,819.00
506.000
1
$3.30
$40,425.00
12,250.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
3
$27.67
$18.24
$3,348.32
$222,507.00
121.000
12,202.000
2
$106.27
$89,370.52
841.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$46.00
$552.00
12.000
1
$50.00
$12,850.00
257.000
1
$48.00
$15,408.00
321.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$11,436.70
$57,183.48
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
1
2
$275.00
$955.28
$25,850.00
$153,800.08
94.000
161.000
1
$350.00
$2,800.00
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
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
3
1
2
1
$3.92
$4.15
$8.05
$4.60
$99,121.85
$22,484.70
$6,034.50
$55,140.20
25,254.500
5,418.000
750.000
11,987.000
1
$1.80
$432.00
240.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
3
$1,089.25
$139,423.60
128.000
2
$13,099.75
$510,890.40
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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)(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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
2
$6,732.68
$262,574.40
39.000
1
$3,700.00
$185,000.00
50.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
$11,042.00
$66,252.00
6.000
1
$3,962.00
$23,772.00
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
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
Weighted
Average
$406.88
Total
Amount
$3,661.92
Total
Quantity
9.000
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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 09/24/2009-08.15.08
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
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 09/24/2009-08.15.08
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
3
$996.98
$19,939.64
20.000
3
1
$1,181.03
$3,699.00
$31,887.68
$7,398.00
27.000
2.000
1
$2,625.00
$5,250.00
2.000
1
$3,995.66
$3,995.66
1.000
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 09/24/2009-08.15.08
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
2
5
$5,000.00
$3,142.11
$91,780.00
$5,000.00
$119,400.00
$458,900.00
1.000
38.000
5.000
1
$110.00
$178,860.00
1,626.000
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
Weighted
Average
$1,200.00
Total
Amount
$3,600.00
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
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
Weighted
Average
Total
Amount
Total
Quantity
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
1
08
09
$250.00
$500.00
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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
Weighted
Average
Total
Amount
Total
Quantity
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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 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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
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Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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
1
Weighted
Average
$306.00
Total
Amount
$2,142.00
Total
Quantity
7.000
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 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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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 09/24/2009-08.15.08
Page:
Florida Department of Transportation
Item Average Unit Cost
From 2006/01/01 to 2006/12/31
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