| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 3 CONCRETE PAVEMENT | | |
|
4010 1020.06 | 8.925 | 0.000 | 0.00
|
FLEXIBLE POST DELINEATOR | EACH | 187.000 | 1,668.98
|
RESET | | 187.000 | 1,668.98
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 0.00
|
| | Current | 1,668.98
|
| | In place | 1,668.98
|
| | This Estimate | 0.00
|
| | |
|
GROUP 1 GRADING | | |
|
0001 L006.00 | 100.00 | 28.000 | 2,800.00
|
COVER CROP SEEDING | ACRE | 28.000 | 2,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L006.50 | 4,320.00 | 1.000 | 4,320.00
|
TEMPORARY SEEDING | ACRE | 1.000 | 4,320.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.00 | 2.00 | 365.000 | 730.00
|
EROSION CONTROL | SY | 365.000 | 730.00
|
| | 365.730 | 731.46
|
| | 0.000 | 0.00
|
| | |
|
0004 L020.10 | 2.00 | 197.000 | 394.00
|
EROSION CONTROL, TYPE HV | SY | 197.000 | 394.00
|
| | 195.560 | 391.12
|
| | 0.000 | 0.00
|
| | |
|
0005 L022.13 | 3.50 | 706.000 | 2,471.00
|
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY | LF | 706.000 | 2,471.00
|
| | 676.300 | 2,367.05
|
| | 35.000 | 122.50
|
| | |
|
0006 L022.14 | 3.50 | 442.000 | 1,547.00
|
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY | LF | 442.000 | 1,547.00
|
| | 308.700 | 1,080.45
|
| | 0.000 | 0.00
|
| | |
|
0007 0030.10 | 40,000.00 | 1.000 | 40,000.00
|
MOBILIZATION | LS | 1.000 | 40,000.00
|
| | 1.000 | 40,000.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1000.00 | 175.00 | 15.000 | 2,625.00
|
LARGE TREE REMOVAL | EACH | 15.000 | 2,625.00
|
| | 2.000 | 350.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1009.00 | 3,500.00 | 1.000 | 3,500.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 3,500.00
|
| | 1.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
0010 1010.01 | 3.00 | 3,418.000 | 10,254.00
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 3,418.000 | 10,254.00
|
| | 3,418.000 | 10,254.00
|
| | 0.000 | 0.00
|
| | |
|
0011 1011.00 | 7.50 | 1,447.000 | 10,852.50
|
WATER | MGAL | 1,447.000 | 10,852.50
|
| | 3,457.205 | 25,929.05
|
| | 0.000 | 0.00
|
| | |
|
0012 1021.10 | 5.50 | 45.000 | 247.50
|
REMOVE DELINEATOR UNITS | EACH | 45.000 | 247.50
|
| | 115.000 | 632.50
|
| | 0.000 | 0.00
|
| | |
|
0013 1030.00 | 5.45 | 103,365.000 | 563,339.25
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 103,365.000 | 563,339.25
|
| | 103,365.000 | 563,339.25
|
| | 0.000 | 0.00
|
| | |
|
0014 1041.00 | 0.42 | 72,290.000 | 30,361.80
|
SALVAGING AND PLACING TOPSOIL | SY | 72,290.000 | 30,361.80
|
| | 117,694.420 | 49,431.66
|
| | 0.000 | 0.00
|
| | |
|
0015 1101.00 | 3.50 | 22,975.000 | 80,412.50
|
REMOVE PAVEMENT | SY | 22,475.000 | 78,662.50
|
| | 23,437.174 | 82,030.11
|
| | 0.000 | 0.00
|
| | |
|
0016 1101.25 | 2.50 | 2,257.000 | 5,642.50
|
SAWING PAVEMENT | LF | 2,257.000 | 5,642.50
|
| | 4,041.200 | 10,103.00
|
| | 0.000 | 0.00
|
| | |
|
0017 1109.00 | 5.00 | 267.000 | 1,335.00
|
REMOVE CURB | LF | 267.000 | 1,335.00
|
| | 253.000 | 1,265.00
|
| | 0.000 | 0.00
|
| | |
|
0018 1110.99 | 5.00 | 779.500 | 3,897.50
|
REMOVE AND SALVAGE FENCE | LF | 779.500 | 3,897.50
|
| | 678.000 | 3,390.00
|
| | 0.000 | 0.00
|
| | |
|
0019 1122.01 | 4.00 | 445.000 | 1,780.00
|
REMOVE CONCRETE MEDIAN SURFACING | SY | 155.000 | 620.00
|
| | 256.373 | 1,025.49
|
| | 0.000 | 0.00
|
| | |
|
0020 7017.00 | 4.00 | 557.200 | 2,228.80
|
REMOVE GUARDRAIL | LF | 557.200 | 2,228.80
|
| | 750.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 768,738.35
|
| | Current | 765,828.35
|
| | In place | 798,820.14
|
| | This Estimate | 122.50
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0021 0030.30 | 63,000.00 | 1.000 | 63,000.00
|
MOBILIZATION | LS | 1.000 | 63,000.00
|
| | 1.000 | 63,000.00
|
| | 0.000 | 0.00
|
| | |
|
0022 1020.06 | 40.00 | 250.000 | 10,000.00
|
FLEXIBLE POST DELINEATOR | EACH | 250.000 | 10,000.00
|
| | 360.000 | 14,400.00
|
| | 0.000 | 0.00
|
| | |
|
0023 3008.05 | 4.00 | 335.000 | 1,340.00
|
TIE BARS | EACH | 335.000 | 1,340.00
|
| | 327.000 | 1,308.00
|
| | 0.000 | 0.00
|
| | |
|
0024 3012.04 | 20.00 | 840.000 | 16,800.00
|
CONCRETE CLASS 47B-3500 MEDIAN CURB | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 3017.40 | 24.00 | 841.000 | 20,184.00
|
CONCRETE CLASS 47B-3000 MEDIAN SURFACING | SY | 841.000 | 20,184.00
|
| | 599.804 | 14,395.30
|
| | 0.000 | 0.00
|
| | |
|
0026 3075.32 | 23.00 | 644.000 | 14,812.00
|
8" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 644.000 | 14,812.00
|
| | 561.532 | 12,915.24
|
| | 0.000 | 0.00
|
| | |
|
0027 3075.52 | 25.00 | 14,025.000 | 350,625.00
|
10" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 13,897.000 | 347,425.00
|
| | 14,306.075 | 357,651.89
|
| | 0.000 | 0.00
|
| | |
|
0028 3075.56 | 27.50 | 26,928.000 | 740,520.00
|
10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 26,928.000 | 740,520.00
|
| | 27,343.487 | 751,945.91
|
| | 0.000 | 0.00
|
| | |
|
0029 3089.25 | 29.00 | 2,524.000 | 73,196.00
|
TEMPORARY SURFACING | SY | 2,524.000 | 73,196.00
|
8" | | 1,714.472 | 49,719.68
|
| | 0.000 | 0.00
|
| | |
|
0030 3300.65 | 65.00 | 21.000 | 1,365.00
|
CONCRETE PAVEMENT THICKNESS CORE | EACH | 21.000 | 1,365.00
|
| | 29.000 | 1,885.00
|
| | 0.000 | 0.00
|
| | |
|
0031 6010.40 | 180.00 | 45.600 | 8,208.00
|
CLASS 47BD-4000 CONCRETE FOR BARRIER | CY | 45.600 | 8,208.00
|
| | 45.600 | 8,208.00
|
| | 0.000 | 0.00
|
| | |
|
0032 6131.61 | 1.20 | 4,868.000 | 5,841.60
|
EPOXY COATED REINFORCING STEEL FOR BARRIER | LB | 4,868.000 | 5,841.60
|
| | 4,868.000 | 5,841.60
|
| | 0.000 | 0.00
|
| | |
|
0033 7502.04 | 2.00 | 29,000.000 | 58,000.00
|
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 29,000.000 | 58,000.00
|
| | 19,448.000 | 38,896.00
|
| | 134.000 | 268.00
|
| | |
|
0034 7503.04 | 2.00 | 20,000.000 | 40,000.00
|
4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 20,000.000 | 40,000.00
|
| | 13,071.000 | 26,142.00
|
| | 0.000 | 0.00
|
| | |
|
0035 7508.04 | 6.00 | 5,500.000 | 33,000.00
|
12" WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 5,500.000 | 33,000.00
|
| | 5,953.000 | 35,718.00
|
| | 203.000 | 1,218.00
|
| | |
|
0036 8029.86 | 2.30 | 40,953.000 | 94,191.90
|
BITUMINOUS FOUNDATION COURSE 6" | SY | 40,953.000 | 94,191.90
|
| | 41,649.562 | 95,794.01
|
| | 0.000 | 0.00
|
| | |
|
0037 9111.00 | 7.25 | 192.000 | 1,392.00
|
WATER | MGAL | 192.000 | 1,392.00
|
| | 459.162 | 3,328.93
|
| | 0.000 | 0.00
|
| | |
|
0038 9170.00 | 88.00 | 266.590 | 23,459.92
|
EARTH SHOULDER CONSTRUCTION | STA | 266.590 | 23,459.92
|
| | 267.370 | 23,528.56
|
| | 0.000 | 0.00
|
| | |
|
0039 9173.20 | 0.60 | 41,597.000 | 24,958.20
|
SUBGRADE PREPARATION | SY | 41,597.000 | 24,958.20
|
| | 42,211.094 | 25,326.65
|
| | 0.000 | 0.00
|
| | |
|
0040 9188.50 | 19.00 | 397.000 | 7,543.00
|
SURFACING UNDER GUARDRAIL | SY | 397.000 | 7,543.00
|
| | 574.054 | 10,907.02
|
| | -73.743 | -1,401.12
|
| | |
|
4004 9179.57 | 1.953 | 0.000 | 0.00
|
COLD MILLING, CLASS 4 | SY | 12,930.000 | 25,252.29
|
| | 12,159.679 | 23,747.85
|
| | 0.000 | 0.00
|
| | |
|
4007 0003.49 | 4.10 | 0.000 | 0.00
|
REMOVE CONCRETE PROTECTION BARRIER | LF | 1,590.000 | 6,519.00
|
| | 1,590.000 | 6,519.00
|
| | 0.000 | 0.00
|
| | |
|
4008 3011.25 | 7.85 | 0.000 | 0.00
|
CONCRETE CLASS 47B-3500 CURB TYPE II | LF | 840.000 | 6,594.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4015 7999.95 | 0.3675 | 0.000 | 0.00
|
GROOVING | LF | 49,000.000 | 18,007.50
|
4" LINE | | 32,519.000 | 11,950.74
|
| | 134.000 | 49.25
|
| | |
|
4016 7999.95 | 1.1025 | 0.000 | 0.00
|
GROOVING | LF | 5,500.000 | 6,063.75
|
12" LINE | | 5,953.000 | 6,563.18
|
| | 203.000 | 223.81
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 1,588,436.62
|
| | Current | 1,630,873.16
|
| | In place | 1,589,692.56
|
| | This Estimate | 357.94
|
| | |
|
GROUP 4 CULVERTS | | |
|
0041 P070.18 | 27.00 | 48.000 | 1,296.00
|
18" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | LF | 48.000 | 1,296.00
|
| | 42.000 | 1,134.00
|
| | 0.000 | 0.00
|
| | |
|
0042 P070.24 | 31.00 | 48.000 | 1,488.00
|
24" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | LF | 48.000 | 1,488.00
|
| | 48.000 | 1,488.00
|
| | 0.000 | 0.00
|
| | |
|
0043 P120.18 | 30.00 | 51.000 | 1,530.00
|
18" CULVERT PIPE, TYPE 2 | LF | 51.000 | 1,530.00
|
| | 56.000 | 1,680.00
|
| | 0.000 | 0.00
|
| | |
|
0044 P120.24 | 55.00 | 7.000 | 385.00
|
24" CULVERT PIPE, TYPE 2 | LF | 7.000 | 385.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0045 P120.30 | 59.00 | 203.000 | 11,977.00
|
30" CULVERT PIPE, TYPE 2 | LF | 203.000 | 11,977.00
|
| | 205.000 | 12,095.00
|
| | 0.000 | 0.00
|
| | |
|
0046 P120.48 | 110.00 | 288.000 | 31,680.00
|
48" CULVERT PIPE, TYPE 2 | LF | 288.000 | 31,680.00
|
| | 344.000 | 37,840.00
|
| | 0.000 | 0.00
|
| | |
|
0047 P127.48 | 145.00 | 438.000 | 63,510.00
|
48" ROUND EQUIVALENT CULVERT PIPE, TYPE 2 | LF | 438.000 | 63,510.00
|
| | 440.000 | 63,800.00
|
| | 0.000 | 0.00
|
| | |
|
0048 P128.48 | 95.00 | 188.000 | 17,860.00
|
48" CULVERT PIPE, TYPE 2 CLASS IV | LF | 188.000 | 17,860.00
|
| | 188.000 | 17,860.00
|
| | 0.000 | 0.00
|
| | |
|
0049 P200.48 | 85.00 | 132.000 | 11,220.00
|
48" CULVERT PIPE, TYPE 2 OR 5 | LF | 132.000 | 11,220.00
|
| | 140.000 | 11,900.00
|
| | 0.000 | 0.00
|
| | |
|
0050 P400.18 | 27.00 | 840.000 | 22,680.00
|
18" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 840.000 | 22,680.00
|
| | 836.800 | 22,593.60
|
| | 0.000 | 0.00
|
| | |
|
0051 P400.24 | 32.00 | 237.000 | 7,584.00
|
24" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 237.000 | 7,584.00
|
| | 238.000 | 7,616.00
|
| | 0.000 | 0.00
|
| | |
|
0052 P400.36 | 53.00 | 119.000 | 6,307.00
|
36" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 119.000 | 6,307.00
|
| | 120.500 | 6,386.50
|
| | 0.000 | 0.00
|
| | |
|
0053 P402.15 | 20.00 | 227.000 | 4,540.00
|
15" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 227.000 | 4,540.00
|
| | 333.000 | 6,660.00
|
| | 0.000 | 0.00
|
| | |
|
0054 P402.18 | 25.00 | 195.000 | 4,875.00
|
18" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 195.000 | 4,875.00
|
| | 199.000 | 4,975.00
|
| | 0.000 | 0.00
|
| | |
|
0055 0030.40 | 8,000.00 | 1.000 | 8,000.00
|
MOBILIZATION | LS | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
|
| | 0.000 | 0.00
|
| | |
|
0056 1119.00 | 190.00 | 2.000 | 380.00
|
REMOVE INLET | EACH | 2.000 | 380.00
|
| | 2.000 | 380.00
|
| | 0.000 | 0.00
|
| | |
|
0057 4002.00 | 2.00 | 875.000 | 1,750.00
|
CAST IRON COVER AND FRAME | LB | 875.000 | 1,750.00
|
| | 1,250.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0058 4004.50 | 1.50 | 7,065.000 | 10,597.50
|
CAST IRON GRATE AND FRAME | LB | 7,065.000 | 10,597.50
|
| | 7,065.000 | 10,597.50
|
| | 0.000 | 0.00
|
| | |
|
0059 4016.00 | 3,500.00 | 1.000 | 3,500.00
|
MANHOLE | EACH | 1.000 | 3,500.00
|
AT STA. 530+83 - 62' LT. | | 1.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
0060 4018.00 | 450.00 | 2.000 | 900.00
|
TAPPING EXISTING STRUCTURE | EACH | 2.000 | 900.00
|
| | 2.000 | 900.00
|
| | 0.000 | 0.00
|
| | |
|
0061 4032.00 | 27.00 | 16.000 | 432.00
|
RELAYING REINFORCED CONCRETE PIPE | LF | 16.000 | 432.00
|
| | 15.740 | 424.98
|
| | 0.000 | 0.00
|
| | |
|
0062 4035.00 | 190.00 | 3.000 | 570.00
|
REMOVE FLARED-END SECTION | EACH | 3.000 | 570.00
|
| | 3.000 | 570.00
|
| | 0.000 | 0.00
|
| | |
|
0063 4035.25 | 250.00 | 4.000 | 1,000.00
|
REMOVE AND SALVAGE FLARED-END SECTION | EACH | 4.000 | 1,000.00
|
| | 3.000 | 750.00
|
| | 0.000 | 0.00
|
| | |
|
0064 4043.00 | 9.00 | 16.000 | 144.00
|
REMOVE CULVERT PIPE | LF | 16.000 | 144.00
|
| | 57.740 | 519.66
|
| | 0.000 | 0.00
|
| | |
|
0065 4044.00 | 1,200.00 | 1.000 | 1,200.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,200.00
|
AT STA. 104+80.83 | | 1.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | |
|
0066 4044.01 | 2,800.00 | 1.000 | 2,800.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,800.00
|
AT STA. 208+90.23 | | 1.000 | 2,800.00
|
| | 0.000 | 0.00
|
| | |
|
0067 4044.02 | 1,300.00 | 1.000 | 1,300.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,300.00
|
AT STA. 312+05.14 | | 1.000 | 1,300.00
|
| | 0.000 | 0.00
|
| | |
|
0068 4044.03 | 2,500.00 | 1.000 | 2,500.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,500.00
|
AT STA. 405+82.42 | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0069 4050.01 | 10.00 | 1,334.000 | 13,340.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 1,334.000 | 13,340.00
|
| | 1,334.000 | 13,340.00
|
| | 0.000 | 0.00
|
| | |
|
0070 4051.01 | 11.00 | 133.000 | 1,463.00
|
EXCAVATION FOR BOX CULVERTS | CY | 133.000 | 1,463.00
|
| | 133.000 | 1,463.00
|
| | 0.000 | 0.00
|
| | |
|
0071 4101.06 | 375.00 | 165.290 | 61,983.75
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 165.290 | 61,983.75
|
| | 173.384 | 65,019.00
|
| | 0.000 | 0.00
|
| | |
|
0072 4105.59 | 630.00 | 34.210 | 21,552.30
|
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX | CY | 34.210 | 21,552.30
|
| | 40.610 | 25,584.30
|
| | 0.000 | 0.00
|
| | |
|
0073 4107.07 | 750.00 | 3.720 | 2,790.00
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS | CY | 3.720 | 2,790.00
|
| | 4.848 | 3,636.00
|
| | 0.000 | 0.00
|
| | |
|
0074 4120.06 | 800.00 | 2.360 | 1,888.00
|
CLASS 47B-3000 OR AX-3000 FOR CONCRETE BOX CULVERT PLUG | CY | 2.360 | 1,888.00
|
| | 2.360 | 1,888.00
|
| | 0.000 | 0.00
|
| | |
|
0075 4130.06 | 800.00 | 0.180 | 144.00
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR PIPE CULVERT PLUG | CY | 0.180 | 144.00
|
| | 0.290 | 232.00
|
| | 0.000 | 0.00
|
| | |
|
0076 4151.00 | 0.75 | 15,448.000 | 11,586.00
|
REINFORCING STEEL FOR BOX CULVERT | LB | 15,448.000 | 11,586.00
|
| | 16,011.000 | 12,008.25
|
| | 0.000 | 0.00
|
| | |
|
0077 4155.50 | 1.00 | 2,133.000 | 2,133.00
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | LB | 2,133.000 | 2,133.00
|
| | 2,475.000 | 2,475.00
|
| | 0.000 | 0.00
|
| | |
|
0078 4157.00 | 1.00 | 219.000 | 219.00
|
REINFORCING STEEL FOR COLLARS | LB | 219.000 | 219.00
|
| | 313.200 | 313.20
|
| | 0.000 | 0.00
|
| | |
|
0079 4310.15 | 185.00 | 6.000 | 1,110.00
|
15" FLARED-END SECTION | EACH | 6.000 | 1,110.00
|
| | 9.000 | 1,665.00
|
| | 0.000 | 0.00
|
| | |
|
0080 4310.18 | 200.00 | 13.000 | 2,600.00
|
18" FLARED-END SECTION | EACH | 13.000 | 2,600.00
|
| | 13.000 | 2,600.00
|
| | 0.000 | 0.00
|
| | |
|
0081 4310.24 | 400.00 | 3.000 | 1,200.00
|
24" FLARED-END SECTION | EACH | 3.000 | 1,200.00
|
| | 3.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | |
|
0082 4310.36 | 500.00 | 2.000 | 1,000.00
|
36" FLARED-END SECTION | EACH | 2.000 | 1,000.00
|
| | 2.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0083 4310.48 | 1,000.00 | 8.000 | 8,000.00
|
48" FLARED-END SECTION | EACH | 8.000 | 8,000.00
|
| | 8.000 | 8,000.00
|
| | 0.000 | 0.00
|
| | |
|
0084 4330.48 | 2,200.00 | 4.000 | 8,800.00
|
48" ROUND EQUIVALENT SAFETY SLOPED END SECTION | EACH | 4.000 | 8,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0085 4461.18 | 400.00 | 1.000 | 400.00
|
INSTALL 18" CONCRETE FLARED-END SECTION | EACH | 1.000 | 400.00
|
| | 1.000 | 400.00
|
| | 0.000 | 0.00
|
| | |
|
0086 4461.24 | 500.00 | 1.000 | 500.00
|
INSTALL 24" CONCRETE FLARED-END SECTION | EACH | 1.000 | 500.00
|
| | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
0087 4461.30 | 600.00 | 2.000 | 1,200.00
|
INSTALL 30" CONCRETE FLARED-END SECTION | EACH | 2.000 | 1,200.00
|
| | 2.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | |
|
0088 4880.48 | 360.00 | 188.000 | 67,680.00
|
JACKING 48" CULVERT PIPE, TYPE 2 CLASS IV | LF | 188.000 | 67,680.00
|
| | 188.000 | 67,680.00
|
| | 0.000 | 0.00
|
| | |
|
4000 3089.80 | 59.85 | 0.000 | 0.00
|
FLOWABLE FILL CONCRETE | CY | 25.500 | 1,526.18
|
| | 25.500 | 1,526.18
|
| | 0.000 | 0.00
|
| | |
|
4001 W900.02 | 1,134.00 | 0.000 | 0.00
|
RESTOCKING | LS | 1.000 | 1,134.00
|
4 - SAFETY SLOPED END SECTIONS | | 1.000 | 1,134.00
|
| | 0.000 | 0.00
|
| | |
|
4002 4150.00 | 0.735 | 0.000 | 0.00
|
REINFORCING STEEL FOR HEADWALL | LB | 2,110.000 | 1,550.85
|
| | 2,110.000 | 1,550.85
|
| | 0.000 | 0.00
|
| | |
|
4003 4101.06 | 674.625 | 0.000 | 0.00
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 16.200 | 10,928.93
|
| | 16.200 | 10,928.93
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 431,594.55
|
| | Current | 446,734.50
|
| | In place | 457,313.95
|
| | This Estimate | 0.00
|
| | |
|
GROUP 5 SEEDING | | |
|
0089 L001.02 | 580.00 | 28.000 | 16,240.00
|
SEEDING, TYPE B | ACRE | 28.000 | 16,240.00
|
| | 35.400 | 20,532.00
|
| | 0.000 | 0.00
|
| | |
|
0090 L020.07 | 4.00 | 1,040.000 | 4,160.00
|
EROSION CONTROL, TYPE B-1 | SY | 1,040.000 | 4,160.00
|
| | 3,027.590 | 12,110.36
|
| | 0.000 | 0.00
|
| | |
|
0091 L032.75 | 85.00 | 56.000 | 4,760.00
|
MULCH | TON | 56.000 | 4,760.00
|
| | 70.800 | 6,018.00
|
| | 0.000 | 0.00
|
| | |
|
0092 0030.50 | 1,200.00 | 1.000 | 1,200.00
|
MOBILIZATION | LS | 1.000 | 1,200.00
|
| | 1.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 26,360.00
|
| | Current | 26,360.00
|
| | In place | 39,860.36
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0093 0030.70 | 1,200.00 | 1.000 | 1,200.00
|
MOBILIZATION | LS | 1.000 | 1,200.00
|
| | 0.850 | 1,020.00
|
| | 0.000 | 0.00
|
| | |
|
0094 7011.20 | 13.00 | 200.000 | 2,600.00
|
W-BEAM GUARDRAIL | LF | 200.000 | 2,600.00
|
| | 200.000 | 2,600.00
|
| | 0.000 | 0.00
|
| | |
|
0095 7020.00 | 1,400.00 | 2.000 | 2,800.00
|
BRIDGE APPROACH SECTIONS | EACH | 2.000 | 2,800.00
|
| | 2.000 | 2,800.00
|
| | 0.000 | 0.00
|
| | |
|
0096 7024.27 | 1,800.00 | 2.000 | 3,600.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 2.000 | 3,600.00
|
| | 2.000 | 3,600.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 10,200.00
|
| | Current | 10,200.00
|
| | In place | 10,020.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7B FENCE | | |
|
0097 0030.71 | 500.00 | 1.000 | 500.00
|
MOBILIZATION | LS | 1.000 | 500.00
|
| | 1.000 | 500.00
|
| | 1.000 | 500.00
|
| | |
|
0098 7110.04 | 6.00 | 781.000 | 4,686.00
|
4 FOOT CHAIN-LINK FENCE | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0099 7116.04 | 225.00 | 2.000 | 450.00
|
CORNER POST FOR 4 FOOT CHAIN-LINK FENCE | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4011 7110.05 | 6.819 | 0.000 | 0.00
|
5 FOOT CHAIN-LINK FENCE | LF | 781.000 | 5,325.64
|
| | 785.400 | 5,355.64
|
| | 0.000 | 0.00
|
| | |
|
4012 W900.02 | 220.00 | 0.000 | 0.00
|
RESTOCKING | LS | 1.000 | 220.00
|
4' CHAIN-LINK FENCE | | 1.000 | 220.00
|
| | 0.000 | 0.00
|
| | |
|
4013 7116.05 | 250.00 | 0.000 | 0.00
|
CORNER POST FOR 5 FOOT CHAIN-LINK FENCE | EACH | 2.000 | 500.00
|
| | 5.000 | 1,250.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7B FENCE | | Contracted | 5,636.00
|
| | Current | 6,545.64
|
| | In place | 7,325.64
|
| | This Estimate | 500.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0100 A001.12 | 275.00 | 2.000 | 550.00
|
PULL BOX, TYPE PB-5 | EACH | 2.000 | 550.00
|
| | 3.000 | 825.00
|
| | 0.000 | 0.00
|
| | |
|
0101 A001.16 | 550.00 | 7.000 | 3,850.00
|
PULL BOX, TYPE PB-6 | EACH | 8.000 | 4,400.00
|
| | 12.000 | 6,600.00
|
| | 0.000 | 0.00
|
| | |
|
0102 A018.81 | 4,000.00 | 2.000 | 8,000.00
|
FOUNDATION DESIGN | EACH | 2.000 | 8,000.00
|
| | 2.000 | 8,000.00
|
| | 0.000 | 0.00
|
| | |
|
0103 A018.82 | 325.00 | 15.000 | 4,875.00
|
CONCRETE FOR FOUNDATION | CY | 15.000 | 4,875.00
|
| | 58.800 | 19,110.00
|
| | 0.000 | 0.00
|
| | |
|
0104 A018.83 | 0.50 | 1,192.000 | 596.00
|
REINFORCING STEEL | LB | 1,192.000 | 596.00
|
| | 2,710.520 | 1,355.26
|
| | 0.000 | 0.00
|
| | |
|
0105 A018.86 | 1,100.00 | 2.000 | 2,200.00
|
ANCHOR BOLT CAGE | EACH | 2.000 | 2,200.00
|
| | 2.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
0106 A070.14 | 3.00 | 2,376.000 | 7,128.00
|
2-INCH CONDUIT IN TRENCH | LF | 2,376.000 | 7,128.00
|
| | 3,383.000 | 10,149.00
|
| | 0.000 | 0.00
|
| | |
|
0107 A072.14 | 3.00 | 90.000 | 270.00
|
2-INCH CONDUIT UNDER ROADWAY | LF | 90.000 | 270.00
|
| | 150.000 | 450.00
|
| | 0.000 | 0.00
|
| | |
|
0108 A074.14 | 15.00 | 120.000 | 1,800.00
|
2-INCH CONDUIT, JACKED | LF | 120.000 | 1,800.00
|
| | 127.000 | 1,905.00
|
| | 0.000 | 0.00
|
| | |
|
0109 A080.10 | 1.00 | 7,288.000 | 7,288.00
|
STREET LIGHTING CABLE, NO. 2 USE | LF | 7,288.000 | 7,288.00
|
| | 9,660.000 | 9,660.00
|
| | 0.000 | 0.00
|
| | |
|
0110 A080.22 | 0.50 | 2,586.000 | 1,293.00
|
STREET LIGHTING CABLE, NO. 6 BARE | LF | 2,586.000 | 1,293.00
|
| | 3,810.000 | 1,905.00
|
| | 0.000 | 0.00
|
| | |
|
0111 A704.00 | 6,500.00 | 2.000 | 13,000.00
|
RELOCATE HIGH MAST LIGHTING UNIT | EACH | 2.000 | 13,000.00
|
| | 2.000 | 13,000.00
|
| | 0.000 | 0.00
|
| | |
|
0112 0030.81 | 8,000.00 | 1.000 | 8,000.00
|
MOBILIZATION | LS | 1.000 | 8,000.00
|
| | 0.855 | 6,840.00
|
| | 0.000 | 0.00
|
| | |
|
0113 6210.12 | 20.00 | 384.000 | 7,680.00
|
HP 10"X42# STEEL PILING | LF | 384.000 | 7,680.00
|
| | 309.840 | 6,196.80
|
| | 0.000 | 0.00
|
| | |
|
4005 A704.00 | 856.80 | 0.000 | 0.00
|
RELOCATE HIGH MAST LIGHTING UNIT | EACH | 1.000 | 856.80
|
NO. 12 | | 1.000 | 856.80
|
| | 0.000 | 0.00
|
| | |
|
4006 1136.01 | 425.00 | 0.000 | 0.00
|
REMOVE | EACH | 1.000 | 425.00
|
EXISTING PULL BOX | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4014 A080.24 | 0.80 | 0.000 | 0.00
|
STREET LIGHTING CABLE, NO. 6 USE | LF | 1,180.000 | 944.00
|
| | 1,180.000 | 944.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 66,530.00
|
| | Current | 69,305.80
|
| | In place | 89,996.86
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8C SIGNING | | |
|
0114 A001.16 | 550.00 | 4.000 | 2,200.00
|
PULL BOX, TYPE PB-6 | EACH | 4.000 | 2,200.00
|
| | 4.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
0115 A010.08 | 550.00 | 8.000 | 4,400.00
|
LUMINAIRE, TYPE HPS-150 | EACH | 8.000 | 4,400.00
|
| | 8.000 | 4,400.00
|
| | 0.000 | 0.00
|
| | |
|
0116 A070.10 | 2.50 | 925.000 | 2,312.50
|
1 1/2-INCH CONDUIT IN TRENCH | LF | 925.000 | 2,312.50
|
| | 953.000 | 2,382.50
|
| | 0.000 | 0.00
|
| | |
|
0117 A080.22 | 0.50 | 1,850.000 | 925.00
|
STREET LIGHTING CABLE, NO. 6 BARE | LF | 1,850.000 | 925.00
|
| | 953.000 | 476.50
|
| | 0.000 | 0.00
|
| | |
|
0118 A080.24 | 0.80 | 975.000 | 780.00
|
STREET LIGHTING CABLE, NO. 6 USE | LF | 975.000 | 780.00
|
| | 1,906.000 | 1,524.80
|
| | 0.000 | 0.00
|
| | |
|
0119 0030.80 | 20,000.00 | 1.000 | 20,000.00
|
MOBILIZATION | LS | 1.000 | 20,000.00
|
| | 1.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
0120 7308.10 | 1,300.00 | 9.000 | 11,700.00
|
REMOVE SIGN | EACH | 9.000 | 11,700.00
|
POSTS AND FOOTINGS | | 10.000 | 13,000.00
|
| | 0.000 | 0.00
|
| | |
|
0121 7312.00 | 27,000.00 | 1.000 | 27,000.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 27,000.00
|
NO. 3 | | 1.000 | 27,000.00
|
| | 0.000 | 0.00
|
| | |
|
0122 7312.01 | 27,000.00 | 1.000 | 27,000.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 27,000.00
|
NO. 5 | | 1.000 | 27,000.00
|
| | 0.000 | 0.00
|
| | |
|
0123 7312.02 | 27,000.00 | 1.000 | 27,000.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 27,000.00
|
NO. 7 | | 1.000 | 27,000.00
|
| | 0.000 | 0.00
|
| | |
|
0124 7312.03 | 27,000.00 | 1.000 | 27,000.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 27,000.00
|
NO. 8 | | 1.000 | 27,000.00
|
| | 0.000 | 0.00
|
| | |
|
0125 7312.04 | 26,000.00 | 1.000 | 26,000.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 26,000.00
|
NO. 10 | | 1.000 | 26,000.00
|
| | 0.000 | 0.00
|
| | |
|
0126 7312.05 | 25,000.00 | 1.000 | 25,000.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 25,000.00
|
NO. 12 | | 1.000 | 25,000.00
|
| | 0.000 | 0.00
|
| | |
|
0127 7322.01 | 160.00 | 203.556 | 32,568.96
|
TYPE B SIGN | SY | 232.222 | 37,155.52
|
| | 222.886 | 35,661.76
|
| | 0.000 | 0.00
|
| | |
|
0128 7340.00 | 4.00 | 3,720.000 | 14,880.00
|
STRUCTURAL STEEL FOR SIGN SUPPORTS | LB | 3,720.000 | 14,880.00
|
| | 3,720.000 | 14,880.00
|
| | 0.000 | 0.00
|
| | |
|
0129 7360.24 | 500.00 | 12.000 | 6,000.00
|
24" SIGN SUPPORT FOOTING | EACH | 12.000 | 6,000.00
|
| | 12.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0130 7360.30 | 700.00 | 4.000 | 2,800.00
|
30" SIGN SUPPORT FOOTING | EACH | 4.000 | 2,800.00
|
| | 4.000 | 2,800.00
|
| | 0.000 | 0.00
|
| | |
|
4009 7315.95 | 17,369.10 | 0.000 | 0.00
|
OVERHEAD SIGNS | LS | 1.000 | 17,369.10
|
NO. 5 & 10 REVISED | | 1.000 | 17,369.10
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8C SIGNING | | Contracted | 257,566.46
|
| | Current | 279,522.12
|
| | In place | 279,694.66
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0131 0001.08 | 0.90 | 6,500.000 | 5,850.00
|
BARRICADE, TYPE II | BDAY | 6,500.000 | 5,850.00
|
| | 18,031.000 | 16,227.90
|
| | 121.000 | 108.90
|
| | |
|
0132 0001.10 | 2.00 | 780.000 | 1,560.00
|
BARRICADE, TYPE III | BDAY | 780.000 | 1,560.00
|
| | 5,523.000 | 11,046.00
|
| | 0.000 | 0.00
|
| | |
|
0133 0001.30 | 1.00 | 780.000 | 780.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 780.000 | 780.00
|
| | 664.000 | 664.00
|
| | 0.000 | 0.00
|
| | |
|
0134 0001.75 | 6.00 | 1,820.000 | 10,920.00
|
TEMPORARY SIGN DAY | EACH | 1,820.000 | 10,920.00
|
| | 230.000 | 1,380.00
|
| | 31.000 | 186.00
|
| | |
|
0135 0001.90 | 0.60 | 5,070.000 | 3,042.00
|
SIGN DAY | EACH | 5,070.000 | 3,042.00
|
| | 22,037.000 | 13,222.20
|
| | 0.000 | 0.00
|
| | |
|
0136 0002.30 | 0.40 | 10,000.000 | 4,000.00
|
PAVEMENT MARKING REMOVAL | LF | 10,000.000 | 4,000.00
|
| | 16,400.500 | 6,560.20
|
| | 6,679.000 | 2,671.60
|
| | |
|
0137 0002.31 | 0.50 | 25,000.000 | 12,500.00
|
TEMPORARY PAVEMENT MARKING | LF | 25,000.000 | 12,500.00
|
| | 22,564.800 | 11,282.40
|
| | 0.000 | 0.00
|
| | |
|
0138 0002.61 | 40.00 | 125.000 | 5,000.00
|
PLOWABLE PAVEMENT MARKER | EACH | 125.000 | 5,000.00
|
| | 154.000 | 6,160.00
|
| | 154.000 | 6,160.00
|
| | |
|
0139 0002.97 | 35.00 | 230.000 | 8,050.00
|
FLASHING ARROW PANEL | DAY | 230.000 | 8,050.00
|
| | 28.000 | 980.00
|
| | 3.000 | 105.00
|
| | |
|
0140 0003.10 | 150.00 | 140.000 | 21,000.00
|
FLAGGING | DAY | 140.000 | 21,000.00
|
| | 38.000 | 5,700.00
|
| | 0.000 | 0.00
|
| | |
|
0141 0005.10 | 65.00 | 195.000 | 12,675.00
|
TRAFFIC CONTROL MANAGEMENT | DAY | 195.000 | 12,675.00
|
| | 175.000 | 11,375.00
|
| | 0.000 | 0.00
|
| | |
|
0142 0010.04 | 1,500.00 | 1.000 | 1,500.00
|
FIELD OFFICE | EACH | 1.000 | 1,500.00
|
| | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
0143 0030.00 | 6,000.00 | 1.000 | 6,000.00
|
MOBILIZATION | LS | 1.000 | 6,000.00
|
| | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0144 1017.50 | 40,000.00 | 1.000 | 40,000.00
|
CONSTRUCTION STAKING AND SURVEYING | LS | 1.000 | 40,000.00
|
| | 0.950 | 38,000.00
|
| | 0.000 | 0.00
|
| | |
|
0145 9110.01 | 55.00 | 10.000 | 550.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 10.000 | 550.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0146 9110.03 | 55.00 | 10.000 | 550.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 10.000 | 550.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0147 9110.06 | 55.00 | 10.000 | 550.00
|
RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 10.000 | 550.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0148 9110.07 | 25.00 | 10.000 | 250.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 10.000 | 250.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 134,777.00
|
| | Current | 134,777.00
|
| | In place | 130,097.70
|
| | This Estimate | 9,231.50
|
| | |
|
Totals for contract | | Contracted | 3,289,838.98
|
---|
| | Current | 3,371,815.54
|
---|
| | In place | 3,404,490.85
|
---|
| | This Estimate | 10,211.94
|
---|