| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 1 GRADING | | |
|
0001 0030.10 | 652,115.00 | 1.000 | 652,115.00
|
MOBILIZATION | LS | 1.000 | 652,115.00
|
| | 1.000 | 652,115.00
|
| | 0.000 | 0.00
|
| | |
|
0002 1000.00 | 269.41 | 53.000 | 14,278.73
|
LARGE TREE REMOVAL | EACH | 53.000 | 14,278.73
|
| | 456.000 | 122,850.96
|
| | 20.000 | 5,388.20
|
| | |
|
0003 1009.00 | 78,130.00 | 1.000 | 78,130.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 78,130.00
|
| | 0.400 | 31,252.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1010.01 | 1.98 | 1,391,910.000 | 2,755,981.80
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 1,391,910.000 | 2,755,981.80
|
| | 532,560.000 | 1,054,468.80
|
| | 71,768.000 | 142,100.64
|
| | |
|
0005 1011.00 | 10.78 | 2,785.000 | 30,022.30
|
WATER | MGAL | 2,785.000 | 30,022.30
|
| | 1,540.000 | 16,601.20
|
| | 1,184.000 | 12,763.52
|
| | |
|
0006 1012.00 | 64.66 | 17.000 | 1,099.22
|
RIGHT-OF-WAY MARKERS | EACH | 17.000 | 1,099.22
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 1041.00 | 0.34 | 1,127,085.000 | 383,208.90
|
SALVAGING AND PLACING TOPSOIL | SY | 1,127,085.000 | 383,208.90
|
| | 211,328.000 | 71,851.52
|
| | 33,328.000 | 11,331.52
|
| | |
|
0008 1090.00 | 1,078.00 | 1.000 | 1,078.00
|
ABANDON WELLS | EACH | 1.000 | 1,078.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1101.00 | 3.13 | 5,304.000 | 16,601.52
|
REMOVE PAVEMENT | SY | 5,304.000 | 16,601.52
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 1101.25 | 2.50 | 324.840 | 812.10
|
SAWING PAVEMENT | LF | 324.840 | 812.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 1111.00 | 0.57 | 94,702.000 | 53,980.14
|
REMOVE FENCE | LF | 94,702.000 | 53,980.14
|
| | 67,173.000 | 38,288.61
|
| | 0.000 | 0.00
|
| | |
|
0012 1123.00 | 2.69 | 6,964.000 | 18,733.16
|
REMOVE CONCRETE DITCH LINER | SY | 6,964.000 | 18,733.16
|
| | 2,752.500 | 7,404.23
|
| | 0.000 | 0.00
|
| | |
|
0013 1124.00 | 1,616.00 | 1.000 | 1,616.00
|
REMOVE BUILDING | EACH | 1.000 | 1,616.00
|
AT STA. 2445+15 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 3017.50 | 5.99 | 21,663.000 | 129,761.37
|
INTERLOCKING CONCRETE PAVER BLOCK | SF | 21,663.000 | 129,761.37
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 3017.55 | 1.98 | 24,831.000 | 49,165.38
|
SOIL GRID CONFINEMENT SYSTEM | SF | 24,831.000 | 49,165.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0016 3275.20 | 4.35 | 291,137.000 | 1,266,445.95
|
CRUSH CONCRETE PAVEMENT | SY | 291,137.000 | 1,266,445.95
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 4045.00 | 539.00 | 1.000 | 539.00
|
REMOVE STRUCTURE | EACH | 1.000 | 539.00
|
AT STA. 2445+07 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0018 4045.01 | 539.00 | 1.000 | 539.00
|
REMOVE STRUCTURE | EACH | 1.000 | 539.00
|
AT STA. 2447+74 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0019 4054.60 | 40.28 | 800.000 | 32,224.00
|
TEMPORARY SHORING | LF | 800.000 | 32,224.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0020 4670.05 | 161.65 | 72.890 | 11,782.67
|
CULVERT SANDFILL | CY | 72.890 | 11,782.67
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 7017.00 | 1.62 | 16,980.000 | 27,507.60
|
REMOVE GUARDRAIL | LF | 16,980.000 | 27,507.60
|
| | 6,320.000 | 10,238.40
|
| | 0.000 | 0.00
|
| | |
|
0022 L006.50 | 200.65 | 242.000 | 48,557.30
|
TEMPORARY SEEDING | ACRE | 242.000 | 48,557.30
|
| | 42.000 | 8,427.30
|
| | 42.000 | 8,427.30
|
| | |
|
0023 L020.00 | 1.29 | 3,023.000 | 3,899.67
|
EROSION CONTROL | SY | 3,023.000 | 3,899.67
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 L020.01 | 4.16 | 42,301.000 | 175,972.16
|
EROSION CONTROL, TYPE A | SY | 42,301.000 | 175,972.16
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 L020.03 | 1.36 | 167,725.000 | 228,106.00
|
EROSION CONTROL, TYPE C | SY | 167,725.000 | 228,106.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 L020.08 | 4.27 | 43,288.000 | 184,839.76
|
EROSION CONTROL, TYPE AA | SY | 43,288.000 | 184,839.76
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 L020.09 | 9.16 | 11,635.000 | 106,576.60
|
EROSION CONTROL, TYPE AAA | SY | 11,635.000 | 106,576.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0028 L020.10 | 1.40 | 7,751.000 | 10,851.40
|
EROSION CONTROL, TYPE HV | SY | 7,751.000 | 10,851.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 L021.01 | 14.01 | 818.000 | 11,460.18
|
EROSION CHECKS, TYPE A | BALE | 818.000 | 11,460.18
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 L021.03 | 12.93 | 884.000 | 11,430.12
|
EROSION CHECKS, TYPE C | BALE | 884.000 | 11,430.12
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0031 L021.06 | 12.93 | 419.000 | 5,417.67
|
EROSION CHECKS, TYPE HV | BALE | 419.000 | 5,417.67
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 L021.21 | 14.01 | 3,353.000 | 46,975.53
|
EROSION CHECKS, TYPE AA | BALE | 3,353.000 | 46,975.53
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 L021.22 | 32.33 | 576.000 | 18,622.08
|
EROSION CHECKS, TYPE AAA | BALE | 576.000 | 18,622.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 L022.11 | 2.05 | 36,764.000 | 75,366.20
|
FABRIC SILT FENCE-LOW POROSITY | LF | 36,764.000 | 75,366.20
|
| | 7,261.000 | 14,885.05
|
| | 1,003.000 | 2,056.15
|
| | |
|
0035 L022.12 | 2.37 | 233.000 | 552.21
|
FABRIC SILT FENCE-HIGH POROSITY | LF | 233.000 | 552.21
|
| | 2,559.000 | 6,064.83
|
| | 0.000 | 0.00
|
| | |
|
0036 L022.13 | 2.37 | 1,647.000 | 3,903.39
|
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY | LF | 1,647.000 | 3,903.39
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0037 L022.25 | 3.02 | 3,199.000 | 9,660.98
|
FABRIC SILT FENCE, TYPE COIR FIBER | LF | 3,199.000 | 9,660.98
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0038 L022.75 | 4.28 | 16,903.000 | 72,344.84
|
TEMPORARY SILT CHECK | LF | 16,903.000 | 72,344.84
|
| | 5,022.000 | 21,494.16
|
| | 2,646.000 | 11,324.88
|
| | |
|
0039 L032.75 | 64.66 | 545.000 | 35,239.70
|
MULCH | TON | 545.000 | 35,239.70
|
| | 95.500 | 6,175.03
|
| | 95.500 | 6,175.03
|
| | |
|
0040 P402.12 | 10.78 | 129.000 | 1,390.62
|
12" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 129.000 | 1,390.62
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0041 P402.15 | 12.93 | 2,136.000 | 27,618.48
|
15" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 2,136.000 | 27,618.48
|
| | 298.000 | 3,853.14
|
| | 0.000 | 0.00
|
| | |
|
0042 P406.12 | 10.78 | 2,094.000 | 22,573.32
|
12" CULVERT PIPE, TYPE 2,3,4 OR 5 | LF | 2,094.000 | 22,573.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 6,626,980.05
|
| | Current | 6,626,980.05
|
| | In place | 2,065,970.23
|
| | This Estimate | 199,567.24
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0043 0002.61 | 26.94 | 2,390.000 | 64,386.60
|
PLOWABLE PAVEMENT MARKER | EACH | 2,390.000 | 64,386.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0044 0030.30 | 1,576,746.00 | 1.000 | 1,576,746.00
|
MOBILIZATION | LS | 1.000 | 1,576,746.00
|
| | 0.075 | 118,255.95
|
| | 0.000 | 0.00
|
| | |
|
0045 1020.01 | 14.82 | 377.000 | 5,587.14
|
DELINEATOR, TYPE I | EACH | 377.000 | 5,587.14
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0046 1020.02 | 15.90 | 87.000 | 1,383.30
|
DELINEATOR, TYPE II | EACH | 87.000 | 1,383.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0047 2009.52 | 0.38 | 67,886.000 | 25,796.68
|
CRUSHED ROCK EMBEDMENT | SY | 67,886.000 | 25,796.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0048 2010.03 | 8.98 | 9,334.000 | 83,819.32
|
CRUSHED ROCK SURFACE COURSE | TON | 9,334.000 | 83,819.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 3017.40 | 12.29 | 2,042.200 | 25,098.64
|
CONCRETE CLASS 47B-3000 MEDIAN SURFACING | SY | 2,042.200 | 25,098.64
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0050 3025.00 | 32.32 | 927.000 | 29,960.64
|
CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | LF | 927.000 | 29,960.64
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0051 3027.00 | 1,839.00 | 2.000 | 3,678.00
|
CONCRETE CLASS 47BD-4000 MEDIAN BARRIER TRANSITION SECTION | EACH | 2.000 | 3,678.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 3075.72 | 22.91 | 17,059.000 | 390,821.69
|
12" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 17,059.000 | 390,821.69
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0053 3075.76 | 25.28 | 20,022.000 | 506,156.16
|
12" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 20,022.000 | 506,156.16
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 3075.92 | 23.95 | 258,703.000 | 6,195,936.85
|
14" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 258,703.000 | 6,195,936.85
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0055 3075.96 | 25.49 | 383,485.000 | 9,775,032.65
|
14" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 383,485.000 | 9,775,032.65
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 3089.25 | 33.04 | 60,414.000 | 1,996,078.56
|
TEMPORARY SURFACING | SY | 60,414.000 | 1,996,078.56
|
10" | | 9,358.000 | 309,188.32
|
| | 9,358.000 | 309,188.32
|
| | |
|
0057 3300.50 | 72,016.00 | 1.000 | 72,016.00
|
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING | LS | 1.000 | 72,016.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 3300.65 | 53.10 | 333.000 | 17,682.30
|
CONCRETE PAVEMENT THICKNESS CORE | EACH | 333.000 | 17,682.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 6010.40 | 356.22 | 50.490 | 17,985.55
|
CLASS 47BD-4000 CONCRETE FOR BARRIER | CY | 50.490 | 17,985.55
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0060 6010.75 | 185.80 | 39.000 | 7,246.20
|
CLASS 47BD-4000 CONCRETE FOR PIER PROTECTION | CY | 39.000 | 7,246.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0061 6131.61 | 0.63 | 16,133.000 | 10,163.79
|
EPOXY COATED REINFORCING STEEL FOR BARRIER | LB | 16,133.000 | 10,163.79
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0062 6131.75 | 0.99 | 1,680.000 | 1,663.20
|
EPOXY COATED REINFORCING STEEL FOR PIER PROTECTION | LB | 1,680.000 | 1,663.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0063 7492.14 | 0.98 | 97,800.000 | 95,844.00
|
4" WHITE DURABLE LIQUID PAVEMENT MARKING | LF | 97,800.000 | 95,844.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0064 7492.24 | 0.98 | 97,800.000 | 95,844.00
|
4" YELLOW DURABLE LIQUID PAVEMENT MARKING | LF | 97,800.000 | 95,844.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0065 7500.42 | 269.00 | 4.000 | 1,076.00
|
HANDICAPPED SYMBOL PREFORMED PAVEMENT MARKING, TYPE 4 | EACH | 4.000 | 1,076.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0066 7502.04 | 1.99 | 10,700.000 | 21,293.00
|
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 10,700.000 | 21,293.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0067 7502.14 | 2.94 | 46,950.000 | 138,033.00
|
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 46,950.000 | 138,033.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0068 7503.04 | 2.04 | 4,350.000 | 8,874.00
|
4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 4,350.000 | 8,874.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0069 7508.04 | 6.74 | 1,375.000 | 9,267.50
|
12" WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 1,375.000 | 9,267.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0070 7508.14 | 9.43 | 2,200.000 | 20,746.00
|
12" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 2,200.000 | 20,746.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0071 8011.09 | 10.01 | 25,635.000 | 256,606.35
|
CRUSHED ROCK FOUNDATION COURSE 9" | SY | 25,635.000 | 256,606.35
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0072 8011.12 | 13.02 | 33,375.000 | 434,542.50
|
CRUSHED ROCK FOUNDATION COURSE 12" | SY | 33,375.000 | 434,542.50
|
| | 9,358.000 | 121,841.16
|
| | 9,358.000 | 121,841.16
|
| | |
|
0073 8022.00 | 105.41 | 8,200.000 | 864,362.00
|
HYDRATED LIME | TON | 8,200.000 | 864,362.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0074 8029.11 | 4.58 | 58,950.000 | 269,991.00
|
AGGREGATE FOUNDATION COURSE-D 5" | SY | 58,950.000 | 269,991.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0075 8029.85 | 1.83 | 277,607.000 | 508,020.81
|
BITUMINOUS FOUNDATION COURSE 5" | SY | 277,607.000 | 508,020.81
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0076 8032.05 | 1.24 | 336,558.000 | 417,331.92
|
CRUSHED CONCRETE FOUNDATION COURSE 5" | SY | 336,558.000 | 417,331.92
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0077 8060.05 | 41.40 | 1,105.000 | 45,747.00
|
GRANULAR SUBDRAIN | EACH | 1,105.000 | 45,747.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 8060.06 | 2.23 | 81,550.000 | 181,856.50
|
LONGITUDINAL SUBDRAIN | LF | 81,550.000 | 181,856.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0079 8101.50 | 1.48 | 673,115.000 | 996,210.20
|
STABILIZED SUBGRADE | SY | 673,115.000 | 996,210.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0080 9005.00 | 84.06 | 100.000 | 8,406.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 100.000 | 8,406.00
|
SP5(0.5) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0081 9009.86 | 29.40 | 1,029.000 | 30,252.60
|
SURFACING 6" | SY | 1,029.000 | 30,252.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0082 9111.00 | 18.77 | 2,678.000 | 50,266.06
|
WATER | MGAL | 2,678.000 | 50,266.06
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0083 9170.00 | 137.94 | 1,949.825 | 268,958.86
|
EARTH SHOULDER CONSTRUCTION | STA | 1,949.825 | 268,958.86
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0084 9179.34 | 2.08 | 139,099.000 | 289,325.92
|
COLD MILLING, CLASS 4 | SY | 139,099.000 | 289,325.92
|
| | 6,045.000 | 12,573.60
|
| | 0.000 | 0.00
|
| | |
|
0085 9185.77 | 16.92 | 1,877.000 | 31,758.84
|
RUMBLE STRIPS, CONCRETE | STA | 1,877.000 | 31,758.84
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0086 9188.50 | 26.17 | 199.000 | 5,207.83
|
SURFACING UNDER GUARDRAIL | SY | 199.000 | 5,207.83
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 25,857,061.16
|
| | Current | 25,857,061.16
|
| | In place | 561,859.03
|
| | This Estimate | 431,029.48
|
| | |
|
GROUP 4 CULVERTS | | |
|
0087 0030.40 | 128,614.00 | 1.000 | 128,614.00
|
MOBILIZATION | LS | 1.000 | 128,614.00
|
| | 1.000 | 128,614.00
|
| | 0.000 | 0.00
|
| | |
|
0088 1043.50 | 0.73 | 750.000 | 547.50
|
RIPRAP FILTER FABRIC | SY | 750.000 | 547.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0089 1119.00 | 165.39 | 64.000 | 10,584.96
|
REMOVE INLET | EACH | 64.000 | 10,584.96
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0090 4002.00 | 1.06 | 125.000 | 132.50
|
CAST IRON COVER AND FRAME | LB | 125.000 | 132.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0091 4004.50 | 1.16 | 19,500.000 | 22,620.00
|
CAST IRON GRATE AND FRAME | LB | 19,500.000 | 22,620.00
|
| | 1,260.000 | 1,461.60
|
| | 0.000 | 0.00
|
| | |
|
0092 4018.00 | 789.00 | 1.000 | 789.00
|
TAPPING EXISTING STRUCTURE | EACH | 1.000 | 789.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0093 4018.50 | 148.76 | 11.000 | 1,636.36
|
TAPPING EXISTING PIPE | EACH | 11.000 | 1,636.36
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0094 4035.00 | 30.16 | 34.000 | 1,025.44
|
REMOVE FLARED-END SECTION | EACH | 34.000 | 1,025.44
|
| | 4.000 | 120.64
|
| | 0.000 | 0.00
|
| | |
|
0095 4035.25 | 56.00 | 4.000 | 224.00
|
REMOVE AND SALVAGE FLARED-END SECTION | EACH | 4.000 | 224.00
|
| | 4.000 | 224.00
|
| | 0.000 | 0.00
|
| | |
|
0096 4040.00 | 88.23 | 85.000 | 7,499.55
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 85.000 | 7,499.55
|
| | 32.000 | 2,823.36
|
| | 0.000 | 0.00
|
| | |
|
0097 4041.00 | 737.00 | 1.000 | 737.00
|
CULVERT CLEANOUT | EACH | 1.000 | 737.00
|
AT STA. 2283+09.8 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0098 4043.50 | 7.20 | 86.000 | 619.20
|
REMOVE SEWER PIPE | LF | 86.000 | 619.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0099 4044.00 | 1,220.00 | 1.000 | 1,220.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,220.00
|
AT STA. 2248+59 LT. | | 1.000 | 1,220.00
|
| | 0.000 | 0.00
|
| | |
|
0100 4044.01 | 1,883.00 | 1.000 | 1,883.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,883.00
|
AT STA. 2248+59 | | 1.000 | 1,883.00
|
| | 0.000 | 0.00
|
| | |
|
0101 4044.02 | 1,651.00 | 1.000 | 1,651.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,651.00
|
AT STA. 2266+65.5 | | 1.000 | 1,651.00
|
| | 0.000 | 0.00
|
| | |
|
0102 4044.03 | 1,983.00 | 1.000 | 1,983.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,983.00
|
AT STA. 2283+09.8 | | 1.000 | 1,983.00
|
| | 0.000 | 0.00
|
| | |
|
0103 4044.04 | 8,506.00 | 1.000 | 8,506.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 8,506.00
|
AT STA. 2302+80 | | 1.000 | 8,506.00
|
| | 0.000 | 0.00
|
| | |
|
0104 4044.05 | 1,570.00 | 1.000 | 1,570.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,570.00
|
AT STA. 2360+58.3 | | 1.000 | 1,570.00
|
| | 0.500 | 785.00
|
| | |
|
0105 4044.06 | 1,995.00 | 1.000 | 1,995.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,995.00
|
AT STA. 2419+72.7 | | 1.000 | 1,995.00
|
| | 0.500 | 997.50
|
| | |
|
0106 4044.07 | 3,542.00 | 1.000 | 3,542.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 3,542.00
|
AT STA. 2437+45.5 | | 1.000 | 3,542.00
|
| | 0.000 | 0.00
|
| | |
|
0107 4044.08 | 10,169.00 | 1.000 | 10,169.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 10,169.00
|
AT STA. 2475+83.6 | | 0.500 | 5,084.50
|
| | 0.000 | 0.00
|
| | |
|
0108 4044.09 | 7,503.00 | 1.000 | 7,503.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 7,503.00
|
AT STA. 2492+69.8 | | 0.250 | 1,875.75
|
| | 0.000 | 0.00
|
| | |
|
0109 4044.10 | 2,636.00 | 1.000 | 2,636.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,636.00
|
AT STA. 2569+99 | | 0.500 | 1,318.00
|
| | 0.000 | 0.00
|
| | |
|
0110 4044.11 | 2,933.00 | 1.000 | 2,933.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,933.00
|
AT STA. 2593+46.7 | | 1.000 | 2,933.00
|
| | 0.000 | 0.00
|
| | |
|
0111 4044.12 | 4,830.00 | 1.000 | 4,830.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 4,830.00
|
AT STA. 2640+99 | | 0.500 | 2,415.00
|
| | 0.000 | 0.00
|
| | |
|
0112 4044.13 | 1,813.00 | 1.000 | 1,813.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,813.00
|
AT STA. 2677+94.7 | | 0.500 | 906.50
|
| | 0.000 | 0.00
|
| | |
|
0113 4044.14 | 1,982.00 | 1.000 | 1,982.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,982.00
|
AT STA. 2685+84.1 | | 0.500 | 991.00
|
| | 0.000 | 0.00
|
| | |
|
0114 4050.01 | 2.49 | 18,946.000 | 47,175.54
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 18,946.000 | 47,175.54
|
| | 3,922.000 | 9,765.78
|
| | 110.000 | 273.90
|
| | |
|
0115 4051.01 | 8.36 | 9,194.000 | 76,861.84
|
EXCAVATION FOR BOX CULVERTS | CY | 9,978.000 | 83,416.08
|
| | 7,092.000 | 59,289.12
|
| | 23.100 | 193.12
|
| | |
|
0116 4100.06 | 291.44 | 38.100 | 11,103.86
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL | CY | 38.100 | 11,103.86
|
| | 21.000 | 6,120.24
|
| | 0.000 | 0.00
|
| | |
|
0117 4101.06 | 281.32 | 2,258.790 | 635,442.80
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 2,258.790 | 635,442.80
|
| | 1,412.750 | 397,434.83
|
| | 31.470 | 8,853.14
|
| | |
|
0118 4105.59 | 448.90 | 52.600 | 23,612.14
|
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX | CY | 52.600 | 23,612.14
|
| | 6.000 | 2,693.40
|
| | 0.000 | 0.00
|
| | |
|
0119 4107.07 | 466.72 | 40.880 | 19,079.51
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS | CY | 40.880 | 19,079.51
|
| | 16.520 | 7,710.22
|
| | 0.000 | 0.00
|
| | |
|
0120 4130.06 | 31,125.00 | 0.090 | 2,801.25
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR PIPE CULVERT PLUG | CY | 0.090 | 2,801.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0121 4150.00 | 0.27 | 3,744.000 | 1,010.88
|
REINFORCING STEEL FOR HEADWALL | LB | 3,744.000 | 1,010.88
|
| | 2,030.000 | 548.10
|
| | 0.000 | 0.00
|
| | |
|
0122 4151.00 | 0.63 | 216,177.000 | 136,191.51
|
REINFORCING STEEL FOR BOX CULVERT | LB | 216,177.000 | 136,191.51
|
| | 120,973.000 | 76,212.99
|
| | 2,810.000 | 1,770.30
|
| | |
|
0123 4155.50 | 0.27 | 3,827.000 | 1,033.29
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | LB | 3,827.000 | 1,033.29
|
| | 209.000 | 56.43
|
| | 0.000 | 0.00
|
| | |
|
0124 4157.00 | 0.27 | 2,514.000 | 678.78
|
REINFORCING STEEL FOR COLLARS | LB | 2,514.000 | 678.78
|
| | 1,083.000 | 292.41
|
| | 0.000 | 0.00
|
| | |
|
0125 4210.18 | 128.49 | 34.000 | 4,368.66
|
BAR GRATE FOR 18" FLARED-END SECTION | EACH | 34.000 | 4,368.66
|
| | 4.000 | 513.96
|
| | 1.000 | 128.49
|
| | |
|
0126 4210.24 | 161.00 | 2.000 | 322.00
|
BAR GRATE FOR 24" FLARED-END SECTION | EACH | 2.000 | 322.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0127 4210.30 | 195.00 | 2.000 | 390.00
|
BAR GRATE FOR 30" FLARED-END SECTION | EACH | 2.000 | 390.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0128 4210.36 | 357.00 | 4.000 | 1,428.00
|
BAR GRATE FOR 36" FLARED-END SECTION | EACH | 4.000 | 1,428.00
|
| | 3.000 | 1,071.00
|
| | 0.000 | 0.00
|
| | |
|
0129 4210.48 | 352.00 | 2.000 | 704.00
|
BAR GRATE FOR 48" FLARED-END SECTION | EACH | 2.000 | 704.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0130 4310.15 | 100.00 | 2.000 | 200.00
|
15" FLARED-END SECTION | EACH | 2.000 | 200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0131 4310.18 | 241.46 | 91.000 | 21,972.86
|
18" FLARED-END SECTION | EACH | 91.000 | 21,972.86
|
| | 21.000 | 5,070.66
|
| | 1.000 | 241.46
|
| | |
|
0132 4310.24 | 217.78 | 29.000 | 6,315.62
|
24" FLARED-END SECTION | EACH | 29.000 | 6,315.62
|
| | 15.000 | 3,266.70
|
| | 0.000 | 0.00
|
| | |
|
0133 4310.30 | 346.00 | 5.000 | 1,730.00
|
30" FLARED-END SECTION | EACH | 5.000 | 1,730.00
|
| | 1.000 | 346.00
|
| | 0.000 | 0.00
|
| | |
|
0134 4310.36 | 443.64 | 22.000 | 9,760.08
|
36" FLARED-END SECTION | EACH | 22.000 | 9,760.08
|
| | 7.000 | 3,105.48
|
| | 0.000 | 0.00
|
| | |
|
0135 4310.42 | 607.81 | 12.000 | 7,293.72
|
42" FLARED-END SECTION | EACH | 12.000 | 7,293.72
|
| | 4.000 | 2,431.24
|
| | 0.000 | 0.00
|
| | |
|
0136 4310.48 | 787.54 | 12.000 | 9,450.48
|
48" FLARED-END SECTION | EACH | 12.000 | 9,450.48
|
| | 5.000 | 3,937.70
|
| | 0.000 | 0.00
|
| | |
|
0137 4310.66 | 1,264.00 | 1.000 | 1,264.00
|
66" FLARED-END SECTION | EACH | 1.000 | 1,264.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0138 4325.18 | 454.00 | 2.000 | 908.00
|
18" SAFETY SLOPED END SECTION | EACH | 2.000 | 908.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0139 4461.18 | 264.00 | 1.000 | 264.00
|
INSTALL 18" CONCRETE FLARED-END SECTION | EACH | 1.000 | 264.00
|
| | 1.000 | 264.00
|
| | 0.000 | 0.00
|
| | |
|
0140 4461.24 | 296.00 | 2.000 | 592.00
|
INSTALL 24" CONCRETE FLARED-END SECTION | EACH | 2.000 | 592.00
|
| | 2.000 | 592.00
|
| | 0.000 | 0.00
|
| | |
|
0141 4461.36 | 458.00 | 1.000 | 458.00
|
INSTALL 36" CONCRETE FLARED-END SECTION | EACH | 1.000 | 458.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0142 4670.05 | 30.69 | 788.000 | 24,183.72
|
CULVERT SANDFILL | CY | 788.000 | 24,183.72
|
| | 170.000 | 5,217.30
|
| | 0.000 | 0.00
|
| | |
|
0143 4680.18 | 58.48 | 1,518.600 | 88,807.73
|
18" CORRUGATED METAL SLOTTED PIPE | LF | 1,518.600 | 88,807.73
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0144 4885.48 | 229.54 | 456.000 | 104,670.24
|
JACKING 48" CULVERT PIPE, TYPE 2 CLASS V | LF | 456.000 | 104,670.24
|
| | 448.000 | 102,833.92
|
| | 0.000 | 0.00
|
| | |
|
0145 4900.11 | 592.71 | 11.000 | 6,519.81
|
CONCRETE CULVERT REPAIR | SY | 11.000 | 6,519.81
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0146 4900.12 | 350.24 | 193.000 | 67,596.32
|
SHOTCRETE REPAIR | SY | 193.000 | 67,596.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0147 4900.24 | 1,735.76 | 13.000 | 22,564.88
|
AREA INLET SEDIMENT FILTER | EACH | 13.000 | 22,564.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0148 6040.00 | 27,853.00 | 1.000 | 27,853.00
|
REMOVE STRUCTURE | EACH | 1.000 | 27,853.00
|
AT STA. 2285+75 | | 0.750 | 20,889.75
|
| | 0.000 | 0.00
|
| | |
|
0149 6105.02 | 20.94 | 573.420 | 12,007.41
|
ROCK RIPRAP, TYPE B | TON | 831.420 | 17,409.93
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0150 P120.18 | 18.65 | 413.000 | 7,702.45
|
18" CULVERT PIPE, TYPE 2 | LF | 413.000 | 7,702.45
|
| | 203.000 | 3,785.95
|
| | 0.000 | 0.00
|
| | |
|
0151 P120.24 | 23.79 | 296.000 | 7,041.84
|
24" CULVERT PIPE, TYPE 2 | LF | 296.000 | 7,041.84
|
| | 244.000 | 5,804.76
|
| | 0.000 | 0.00
|
| | |
|
0152 P120.30 | 40.04 | 409.000 | 16,376.36
|
30" CULVERT PIPE, TYPE 2 | LF | 409.000 | 16,376.36
|
| | 268.000 | 10,730.72
|
| | 87.000 | 3,483.48
|
| | |
|
0153 P120.36 | 55.47 | 391.000 | 21,688.77
|
36" CULVERT PIPE, TYPE 2 | LF | 391.000 | 21,688.77
|
| | 255.000 | 14,144.85
|
| | 0.000 | 0.00
|
| | |
|
0154 P120.42 | 67.41 | 620.000 | 41,794.20
|
42" CULVERT PIPE, TYPE 2 | LF | 620.000 | 41,794.20
|
| | 268.000 | 18,065.88
|
| | 0.000 | 0.00
|
| | |
|
0155 P120.48 | 80.72 | 735.000 | 59,329.20
|
48" CULVERT PIPE, TYPE 2 | LF | 735.000 | 59,329.20
|
| | 415.000 | 33,498.80
|
| | 0.000 | 0.00
|
| | |
|
0156 P120.66 | 132.36 | 72.000 | 9,529.92
|
66" CULVERT PIPE, TYPE 2 | LF | 72.000 | 9,529.92
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0157 P129.48 | 89.89 | 456.000 | 40,989.84
|
48" CULVERT PIPE, TYPE 2 CLASS V | LF | 456.000 | 40,989.84
|
| | 456.000 | 40,989.84
|
| | 0.000 | 0.00
|
| | |
|
0158 P300.18 | 14.76 | 503.000 | 7,424.28
|
18" CULVERT PIPE, TYPE 3,4 OR 5 | LF | 503.000 | 7,424.28
|
| | 330.000 | 4,870.80
|
| | 0.000 | 0.00
|
| | |
|
0159 P300.36 | 39.01 | 65.000 | 2,535.65
|
36" CULVERT PIPE, TYPE 3,4 OR 5 | LF | 65.000 | 2,535.65
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0160 P300.42 | 46.56 | 74.000 | 3,445.44
|
42" CULVERT PIPE, TYPE 3,4 OR 5 | LF | 74.000 | 3,445.44
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0161 P300.48 | 61.41 | 184.500 | 11,330.14
|
48" CULVERT PIPE, TYPE 3,4 OR 5 | LF | 184.500 | 11,330.14
|
| | 76.000 | 4,667.16
|
| | 0.000 | 0.00
|
| | |
|
0162 P400.18 | 17.82 | 5,888.000 | 104,924.16
|
18" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 5,888.000 | 104,924.16
|
| | 1,196.000 | 21,312.72
|
| | 56.000 | 997.92
|
| | |
|
0163 P400.24 | 27.73 | 1,001.000 | 27,757.73
|
24" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 1,001.000 | 27,757.73
|
| | 178.000 | 4,935.94
|
| | 0.000 | 0.00
|
| | |
|
0164 P400.30 | 32.22 | 266.000 | 8,570.52
|
30" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 266.000 | 8,570.52
|
| | 12.000 | 386.64
|
| | 0.000 | 0.00
|
| | |
|
0165 P400.36 | 49.87 | 534.000 | 26,630.58
|
36" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 534.000 | 26,630.58
|
| | 225.000 | 11,220.75
|
| | 0.000 | 0.00
|
| | |
|
0166 P400.42 | 63.74 | 148.000 | 9,433.52
|
42" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 148.000 | 9,433.52
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0167 P402.15 | 11.34 | 243.000 | 2,755.62
|
15" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 243.000 | 2,755.62
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0168 P402.18 | 12.94 | 346.000 | 4,477.24
|
18" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 346.000 | 4,477.24
|
| | 184.000 | 2,380.96
|
| | 0.000 | 0.00
|
| | |
|
0169 P402.24 | 17.06 | 748.000 | 12,760.88
|
24" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 748.000 | 12,760.88
|
| | 478.000 | 8,154.68
|
| | 0.000 | 0.00
|
| | |
|
0170 P402.36 | 41.85 | 810.000 | 33,898.50
|
36" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 810.000 | 33,898.50
|
| | 293.000 | 12,262.05
|
| | 0.000 | 0.00
|
| | |
|
4001 6310.00 | 25.77 | 0.000 | 0.00
|
STEEL SHEET PILING | SF | 1,800.000 | 46,386.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 2,066,258.30
|
| | Current | 2,124,601.06
|
| | In place | 1,077,993.08
|
| | This Estimate | 17,724.31
|
| | |
|
GROUP 5 SEEDING | | |
|
0171 0030.50 | 323.00 | 1.000 | 323.00
|
MOBILIZATION | LS | 1.000 | 323.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0172 L001.01 | 562.91 | 141.000 | 79,370.31
|
SEEDING, TYPE A | ACRE | 141.000 | 79,370.31
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0173 L001.02 | 376.10 | 85.000 | 31,968.50
|
SEEDING, TYPE B | ACRE | 85.000 | 31,968.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0174 L020.07 | 2.76 | 6,725.000 | 18,561.00
|
EROSION CONTROL, TYPE B-1 | SY | 6,725.000 | 18,561.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0175 L032.75 | 61.43 | 452.000 | 27,766.36
|
MULCH | TON | 452.000 | 27,766.36
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 157,989.17
|
| | Current | 157,989.17
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0176 0030.70 | 73.00 | 1.000 | 73.00
|
MOBILIZATION | LS | 1.000 | 73.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0177 7011.20 | 15.09 | 368.750 | 5,564.44
|
W-BEAM GUARDRAIL | LF | 368.750 | 5,564.44
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0178 7019.50 | 25,863.64 | 13.000 | 336,227.32
|
IMPACT ATTENUATOR | EACH | 13.000 | 336,227.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0179 7019.80 | 3,880.00 | 2.000 | 7,760.00
|
PERMANENT INERTIAL BARRIER SYSTEM | EACH | 2.000 | 7,760.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0180 7020.00 | 2,155.00 | 2.000 | 4,310.00
|
BRIDGE APPROACH SECTIONS | EACH | 2.000 | 4,310.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0181 7024.25 | 1,778.00 | 2.000 | 3,556.00
|
GUARDRAIL END TREATMENT, TYPE I | EACH | 2.000 | 3,556.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 357,490.76
|
| | Current | 357,490.76
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7B FENCING | | |
|
0182 0030.71 | 5,608.00 | 1.000 | 5,608.00
|
MOBILIZATION | LS | 1.000 | 5,608.00
|
| | 1.000 | 5,608.00
|
| | 0.000 | 0.00
|
| | |
|
0183 7100.00 | 1.43 | 96,212.000 | 137,583.16
|
RIGHT-OF-WAY FENCE | LF | 96,212.000 | 137,583.16
|
| | 37,411.000 | 53,497.73
|
| | 0.000 | 0.00
|
| | |
|
0184 7103.00 | 102.38 | 44.000 | 4,504.72
|
END POSTS | EACH | 44.000 | 4,504.72
|
| | 21.000 | 2,149.98
|
| | 0.000 | 0.00
|
| | |
|
0185 7104.00 | 114.23 | 11.000 | 1,256.53
|
PULL POSTS | EACH | 11.000 | 1,256.53
|
| | 1.000 | 114.23
|
| | 0.000 | 0.00
|
| | |
|
0186 7105.00 | 129.32 | 173.000 | 22,372.36
|
CORNER POSTS | EACH | 173.000 | 22,372.36
|
| | 68.000 | 8,793.76
|
| | 0.000 | 0.00
|
| | |
|
0187 7106.12 | 356.00 | 1.000 | 356.00
|
12' VEHICLE GATE | EACH | 1.000 | 356.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0188 7110.05 | 6.65 | 5,225.000 | 34,746.25
|
5 FOOT CHAIN-LINK FENCE | LF | 5,225.000 | 34,746.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0189 7115.05 | 127.00 | 3.000 | 381.00
|
END POST FOR 5 FOOT CHAIN-LINK FENCE | EACH | 3.000 | 381.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0190 7116.05 | 115.31 | 19.000 | 2,190.89
|
CORNER POST FOR 5 FOOT CHAIN-LINK FENCE | EACH | 19.000 | 2,190.89
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0191 7130.00 | 1.08 | 680.000 | 734.40
|
BARBED WIRE FENCE | LF | 680.000 | 734.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7B FENCING | | Contracted | 209,733.31
|
| | Current | 209,733.31
|
| | In place | 70,163.70
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0192 0030.81 | 7,544.00 | 1.000 | 7,544.00
|
MOBILIZATION | LS | 1.000 | 7,544.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0193 7312.00 | 46,829.00 | 1.000 | 46,829.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 46,829.00
|
DMS 1 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0194 7312.01 | 46,829.00 | 1.000 | 46,829.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 46,829.00
|
DMS 2 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0195 A001.01 | 550.00 | 3.000 | 1,650.00
|
PULL BOX, TYPE PB-1 | EACH | 3.000 | 1,650.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0196 A001.05 | 765.00 | 2.000 | 1,530.00
|
PULL BOX, TYPE PB-2 | EACH | 2.000 | 1,530.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0197 A001.06 | 679.00 | 1.000 | 679.00
|
PULL BOX, TYPE PB-2A | EACH | 1.000 | 679.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0198 A001.12 | 442.00 | 6.000 | 2,652.00
|
PULL BOX, TYPE PB-5 | EACH | 6.000 | 2,652.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0199 A002.00 | 17,361.00 | 1.000 | 17,361.00
|
TRAFFIC DETECTOR | EACH | 1.000 | 17,361.00
|
AT STA. 2355+00 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0200 A007.08 | 420.00 | 2.000 | 840.00
|
VEHICLE DETECTOR, TYPE TD-3 | EACH | 2.000 | 840.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0201 A007.45 | 1,627.00 | 10.000 | 16,270.00
|
STREET LIGHTING UNIT, TYPE SL-A-20-0-0.25 | EACH | 10.000 | 16,270.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0202 A007.47 | 1,961.00 | 3.000 | 5,883.00
|
STREET LIGHTING UNIT, TYPE SL-BT-20-0-0.25 | EACH | 3.000 | 5,883.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0203 A007.53 | 1,692.00 | 10.000 | 16,920.00
|
STREET LIGHTING UNIT, TYPE SL-BT-25-1-0.25 | EACH | 10.000 | 16,920.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0204 A010.59 | 668.00 | 4.000 | 2,672.00
|
UNDERDECK LUMINAIRE, TYPE UD-200 | EACH | 4.000 | 2,672.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0205 A030.90 | 431.00 | 2.000 | 862.00
|
TELEPHONE DROP | EACH | 2.000 | 862.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0206 A069.14 | 2.69 | 332.000 | 893.08
|
1-INCH CONDUIT IN TRENCH | LF | 332.000 | 893.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0207 A070.10 | 2.53 | 3,688.000 | 9,330.64
|
1 1/2-INCH CONDUIT IN TRENCH | LF | 3,688.000 | 9,330.64
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0208 A070.14 | 3.13 | 689.000 | 2,156.57
|
2-INCH CONDUIT IN TRENCH | LF | 689.000 | 2,156.57
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0209 A070.18 | 3.45 | 860.000 | 2,967.00
|
3-INCH CONDUIT IN TRENCH | LF | 860.000 | 2,967.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0210 A072.08 | 2.91 | 768.000 | 2,234.88
|
1-INCH CONDUIT UNDER ROADWAY | LF | 768.000 | 2,234.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0211 A072.10 | 4.26 | 62.000 | 264.12
|
1 1/2-INCH CONDUIT UNDER ROADWAY | LF | 62.000 | 264.12
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0212 A072.14 | 4.47 | 242.000 | 1,081.74
|
2-INCH CONDUIT UNDER ROADWAY | LF | 242.000 | 1,081.74
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0213 A074.10 | 22.00 | 7.000 | 154.00
|
1-INCH CONDUIT, JACKED | LF | 7.000 | 154.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0214 A077.17 | 1.19 | 1,155.000 | 1,374.45
|
7/C #14 AWG TRAFFIC SIGNAL CABLE | LF | 1,155.000 | 1,374.45
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0215 A079.01 | 0.92 | 212.000 | 195.04
|
2/C #14 AWG DETECTOR LEAD-IN CABLE | LF | 212.000 | 195.04
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0216 A079.50 | 0.97 | 1,590.000 | 1,542.30
|
GROUNDING CONDUCTOR | LF | 1,590.000 | 1,542.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0217 A079.59 | 1.08 | 1,557.000 | 1,681.56
|
SERVICE CABLE | LF | 1,557.000 | 1,681.56
|
NO. 6 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0218 A080.22 | 0.92 | 5,015.000 | 4,613.80
|
STREET LIGHTING CABLE, NO. 6 BARE | LF | 5,015.000 | 4,613.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0219 A080.24 | 1.08 | 10,030.000 | 10,832.40
|
STREET LIGHTING CABLE, NO. 6 USE | LF | 10,030.000 | 10,832.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0220 A080.45 | 0.86 | 136.000 | 116.96
|
STREET LIGHTING CABLE, NO. 12 BARE | LF | 136.000 | 116.96
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0221 A080.49 | 0.92 | 272.000 | 250.24
|
STREET LIGHTING CABLE, NO. 12 USE | LF | 272.000 | 250.24
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0222 A081.00 | 1.35 | 90.000 | 121.50
|
6 PAIR COMMUNICATION CABLE | LF | 90.000 | 121.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0223 A580.94 | 1,940.00 | 2.000 | 3,880.00
|
INSTALL | EACH | 2.000 | 3,880.00
|
DYNAMIC MESSAGE SIGN CONTROLLER | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0224 A580.95 | 4,849.00 | 2.000 | 9,698.00
|
INSTALL | EACH | 2.000 | 9,698.00
|
DYNAMIC MESSAGE SIGN | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0225 A580.96 | 1.72 | 341.000 | 586.52
|
INSTALL | LF | 341.000 | 586.52
|
DYNAMIC MESSAGE SIGN COMMUNICATION CABLE | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0226 A600.00 | 269.00 | 5.000 | 1,345.00
|
REMOVE LIGHTING UNIT | EACH | 5.000 | 1,345.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0227 A630.20 | 81.00 | 3.000 | 243.00
|
REMOVE PULL BOX | EACH | 3.000 | 243.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0228 A679.57 | 0.43 | 1,820.000 | 782.60
|
REMOVE TRAFFIC SIGNAL CABLE | LF | 1,820.000 | 782.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0229 A700.25 | 3,707.00 | 2.000 | 7,414.00
|
RELOCATE TEMPORARY LIGHTING SYSTEM | EACH | 2.000 | 7,414.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0230 A780.05 | 4,246.00 | 1.000 | 4,246.00
|
TEMPORARY LIGHTING SYSTEM | EACH | 1.000 | 4,246.00
|
AT STA. 2358+50 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0231 A780.06 | 3,772.00 | 1.000 | 3,772.00
|
TEMPORARY LIGHTING SYSTEM | EACH | 1.000 | 3,772.00
|
AT STA. 2371+25 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0232 A780.07 | 3,772.00 | 1.000 | 3,772.00
|
TEMPORARY LIGHTING SYSTEM | EACH | 1.000 | 3,772.00
|
AT STA. 2446+25 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0233 A800.55 | 10.78 | 60.000 | 646.80
|
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM | DAY | 60.000 | 646.80
|
AT STA. 2358+50 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0234 A800.56 | 10.78 | 150.000 | 1,617.00
|
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM | DAY | 150.000 | 1,617.00
|
AT STA. 2371+25 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0235 A800.57 | 10.78 | 150.000 | 1,617.00
|
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM | DAY | 150.000 | 1,617.00
|
AT STA. 2415+25 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0236 A800.65 | 10.78 | 50.000 | 539.00
|
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM | DAY | 50.000 | 539.00
|
AT STA. 2426+75 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0237 A800.66 | 10.78 | 60.000 | 646.80
|
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM | DAY | 60.000 | 646.80
|
AT STA. 2446+25 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 249,137.00
|
| | Current | 249,137.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8C SIGNING | | |
|
0238 0030.82 | 4,526.00 | 1.000 | 4,526.00
|
MOBILIZATION | LS | 1.000 | 4,526.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0239 7312.02 | 57,159.00 | 1.000 | 57,159.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 57,159.00
|
39 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0240 7322.01 | 140.09 | 240.000 | 33,621.60
|
TYPE B SIGN | SY | 240.000 | 33,621.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0241 7340.00 | 2.16 | 13,334.000 | 28,801.44
|
STRUCTURAL STEEL FOR SIGN SUPPORTS | LB | 13,334.000 | 28,801.44
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0242 7360.24 | 398.73 | 16.000 | 6,379.68
|
24" SIGN SUPPORT FOOTING | EACH | 16.000 | 6,379.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0243 7360.30 | 474.17 | 20.000 | 9,483.40
|
30" SIGN SUPPORT FOOTING | EACH | 20.000 | 9,483.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0244 7390.10 | 242.47 | 20.000 | 4,849.40
|
REMOVE SIGN, POST, AND FOOTING | EACH | 20.000 | 4,849.40
|
| | 6.000 | 1,454.82
|
| | 0.000 | 0.00
|
| | |
|
0245 A010.08 | 808.00 | 3.000 | 2,424.00
|
LUMINAIRE, TYPE HPS-150 | EACH | 3.000 | 2,424.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8C SIGNING | | Contracted | 147,244.52
|
| | Current | 147,244.52
|
| | In place | 1,454.82
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0246 0001.08 | 0.54 | 93,960.000 | 50,738.40
|
BARRICADE, TYPE II | BDAY | 93,960.000 | 50,738.40
|
| | 1,810.000 | 977.40
|
| | 588.000 | 317.52
|
| | |
|
0247 0001.10 | 2.16 | 9,177.000 | 19,822.32
|
BARRICADE, TYPE III | BDAY | 9,177.000 | 19,822.32
|
| | 8,157.000 | 17,619.12
|
| | 490.000 | 1,058.40
|
| | |
|
0248 0001.75 | 1.08 | 4,848.000 | 5,235.84
|
TEMPORARY SIGN DAY | EACH | 4,848.000 | 5,235.84
|
| | 266.000 | 287.28
|
| | 81.000 | 87.48
|
| | |
|
0249 0001.90 | 0.54 | 92,698.000 | 50,056.92
|
SIGN DAY | EACH | 92,698.000 | 50,056.92
|
| | 8,029.000 | 4,335.66
|
| | 868.000 | 468.72
|
| | |
|
0250 0001.98 | 3.23 | 654.000 | 2,112.42
|
CONTRACTOR FURNISHED SIGN | EACH | 654.000 | 2,112.42
|
| | 12.000 | 38.76
|
| | 0.000 | 0.00
|
| | |
|
0251 0002.30 | 0.54 | 206,770.000 | 111,655.80
|
PAVEMENT MARKING REMOVAL | LF | 206,770.000 | 111,655.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0252 0002.44 | 0.04 | 1,217,150.000 | 48,686.00
|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | LF | 1,217,150.000 | 48,686.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0253 0002.47 | 0.27 | 137,850.000 | 37,219.50
|
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | LF | 137,850.000 | 37,219.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0254 0002.85 | 26.94 | 75.000 | 2,020.50
|
TUBULAR POST | EACH | 75.000 | 2,020.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0255 0002.97 | 188.59 | 154.000 | 29,042.86
|
FLASHING ARROW PANEL | DAY | 154.000 | 29,042.86
|
| | 41.000 | 7,732.19
|
| | 11.000 | 2,074.49
|
| | |
|
0256 0003.10 | 374.26 | 45.000 | 16,841.70
|
FLAGGING | DAY | 45.000 | 16,841.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0257 0003.35 | 296.00 | 7.000 | 2,072.00
|
MOBILE TRAFFIC CONTROL OPERATION | DAY | 7.000 | 2,072.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0258 0003.50 | 31.68 | 53,187.500 | 1,684,980.00
|
CONCRETE PROTECTION BARRIER | LF | 53,187.500 | 1,684,980.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0259 0003.53 | 9.48 | 47,800.000 | 453,144.00
|
TEMPORARY GLARE SCREEN | LF | 47,800.000 | 453,144.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0260 0003.56 | 3.41 | 189,500.000 | 646,195.00
|
RELOCATE CONCRETE PROTECTION BARRIER | LF | 189,500.000 | 646,195.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0261 0003.57 | 1,024.00 | 5.000 | 5,120.00
|
RELOCATE INERTIAL BARRIER SYSTEM | EACH | 5.000 | 5,120.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0262 0003.58 | 3,448.00 | 2.000 | 6,896.00
|
INERTIAL BARRIER SYSTEM | EACH | 2.000 | 6,896.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0263 0003.64 | 511.88 | 20.000 | 10,237.60
|
REPLACEMENT MODULE | EACH | 20.000 | 10,237.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0264 0005.10 | 134.71 | 797.000 | 107,363.87
|
TRAFFIC CONTROL MANAGEMENT | DAY | 797.000 | 107,363.87
|
| | 73.000 | 9,833.83
|
| | 8.000 | 1,077.68
|
| | |
|
0265 0010.04 | 4,061.00 | 1.000 | 4,061.00
|
FIELD OFFICE | EACH | 1.000 | 4,061.00
|
| | 1.000 | 4,061.00
|
| | 0.000 | 0.00
|
| | |
|
0266 0020.00 | 0.80 | 5,000.000 | 4,000.00
|
TRAINING | HOUR | 5,000.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0267 0030.00 | 81,719.00 | 1.000 | 81,719.00
|
MOBILIZATION | LS | 1.000 | 81,719.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0268 1136.01 | 539.00 | 8.000 | 4,312.00
|
REMOVE | EACH | 8.000 | 4,312.00
|
INERTIAL BARRIER SYSTEM | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0269 9110.01 | 96.99 | 220.000 | 21,337.80
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 220.000 | 21,337.80
|
| | 13.000 | 1,260.87
|
| | 0.000 | 0.00
|
| | |
|
0270 9110.02 | 107.77 | 20.000 | 2,155.40
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 20.000 | 2,155.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0271 9110.03 | 75.44 | 220.000 | 16,596.80
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 220.000 | 16,596.80
|
| | 67.000 | 5,054.48
|
| | 0.000 | 0.00
|
| | |
|
0272 9110.06 | 107.77 | 200.000 | 21,554.00
|
RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 200.000 | 21,554.00
|
| | 28.000 | 3,017.57
|
| | 1.000 | 107.77
|
| | |
|
0273 9110.07 | 118.54 | 220.000 | 26,078.80
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 220.000 | 26,078.80
|
| | 18.500 | 2,192.99
|
| | 18.500 | 2,192.99
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 3,471,255.53
|
| | Current | 3,471,255.53
|
| | In place | 56,411.15
|
| | This Estimate | 7,385.05
|
| | |
|
Totals for contract | | Contracted | 39,143,149.79
|
---|
| | Current | 39,201,492.55
|
---|
| | In place | 3,833,852.01
|
---|
| | This Estimate | 655,706.08
|
---|