| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
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Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 1 GRADING | | |
|
0001 L022.11 | 2.89 | 3,715.000 | 10,736.35
|
FABRIC SILT FENCE-LOW POROSITY | LF | 3,715.000 | 10,736.35
|
| | 3,427.000 | 9,904.03
|
| | 0.000 | 0.00
|
| | |
|
0002 0030.10 | 25,000.00 | 1.000 | 25,000.00
|
MOBILIZATION | LS | 1.000 | 25,000.00
|
| | 1.000 | 25,000.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1009.00 | 2,500.00 | 1.000 | 2,500.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 2,500.00
|
| | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1010.01 | 1.70 | 13,229.000 | 22,489.30
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 13,229.000 | 22,489.30
|
| | 13,229.000 | 22,489.30
|
| | 0.000 | 0.00
|
| | |
|
0005 1011.00 | 12.00 | 140.000 | 1,680.00
|
WATER | MGAL | 140.000 | 1,680.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1030.00 | 4.00 | 7,235.000 | 28,940.00
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 7,235.000 | 28,940.00
|
| | 7,235.000 | 28,940.00
|
| | 0.000 | 0.00
|
| | |
|
0007 1106.00 | 4.50 | 1,185.000 | 5,332.50
|
REMOVE DRIVEWAY | SY | 1,185.000 | 5,332.50
|
| | 978.000 | 4,401.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1109.00 | 1.80 | 892.000 | 1,605.60
|
REMOVE CURB | LF | 892.000 | 1,605.60
|
| | 840.800 | 1,513.44
|
| | 0.000 | 0.00
|
| | |
|
0009 1136.01 | 25.00 | 10.000 | 250.00
|
REMOVE | EACH | 10.000 | 250.00
|
MAILBOX | | 8.000 | 200.00
|
| | 0.000 | 0.00
|
| | |
|
0010 1300.24 | 20.00 | 81.000 | 1,620.00
|
24" DRIVEWAY CULVERT PIPE | LF | 81.000 | 1,620.00
|
| | 23.280 | 465.60
|
| | 0.000 | 0.00
|
| | |
|
0011 7017.00 | 2.30 | 2,300.000 | 5,290.00
|
REMOVE GUARDRAIL | LF | 2,300.000 | 5,290.00
|
| | 2,300.000 | 5,290.00
|
| | 0.000 | 0.00
|
| | |
|
0012 9110.01 | 60.00 | 40.000 | 2,400.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 40.000 | 2,400.00
|
| | 67.000 | 4,020.00
|
| | 0.000 | 0.00
|
| | |
|
0013 9110.03 | 50.00 | 40.000 | 2,000.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 40.000 | 2,000.00
|
| | 26.500 | 1,325.00
|
| | 0.000 | 0.00
|
| | |
|
0014 9110.07 | 35.00 | 40.000 | 1,400.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 40.000 | 1,400.00
|
| | 14.000 | 490.00
|
| | 0.000 | 0.00
|
| | |
|
4004 1010.16 | 1.70 | 0.000 | 0.00
|
ADDITIONAL EXCAVATION | CY | 1,686.000 | 2,866.20
|
| | 1,686.000 | 2,866.20
|
| | 0.000 | 0.00
|
| | |
|
4006 1010.40 | 5.10 | 0.000 | 0.00
|
REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL | CY | 702.000 | 3,580.20
|
| | 702.000 | 3,580.20
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 111,243.75
|
| | Current | 117,690.15
|
| | In place | 112,984.77
|
| | This Estimate | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0015 L001.02 | 750.00 | 5.000 | 3,750.00
|
SEEDING, TYPE B | ACRE | 5.000 | 3,750.00
|
| | 10.500 | 7,875.00
|
| | 0.000 | 0.00
|
| | |
|
0016 L032.75 | 80.00 | 11.000 | 880.00
|
MULCH | TON | 11.000 | 880.00
|
| | 21.000 | 1,680.00
|
| | 0.000 | 0.00
|
| | |
|
0017 0030.90 | 35,000.00 | 1.000 | 35,000.00
|
MOBILIZATION | LS | 1.000 | 35,000.00
|
| | 1.000 | 35,000.00
|
| | 0.000 | 0.00
|
| | |
|
0018 2001.00 | 12.30 | 120.000 | 1,476.00
|
GRAVEL SURFACE COURSE | CY | 120.000 | 1,476.00
|
| | 50.000 | 615.00
|
| | 0.000 | 0.00
|
| | |
|
0019 3008.05 | 2.50 | 1,612.000 | 4,030.00
|
TIE BARS | EACH | 1,612.000 | 4,030.00
|
| | 1,449.000 | 3,622.50
|
| | 0.000 | 0.00
|
| | |
|
0020 3020.26 | 22.00 | 1,240.000 | 27,280.00
|
CONCRETE CLASS 47B-3625 DRIVEWAY | SY | 1,240.000 | 27,280.00
|
| | 1,199.249 | 26,383.48
|
| | 0.000 | 0.00
|
| | |
|
0021 3075.11 | 20.00 | 6,340.000 | 126,800.00
|
6" CONCRETE PAVEMENT, CLASS 47B-3625 | SY | 658.000 | 13,160.00
|
| | 658.000 | 13,160.00
|
| | 0.000 | 0.00
|
| | |
|
0022 3075.31 | 27.00 | 266.000 | 7,182.00
|
8" CONCRETE PAVEMENT, CLASS 47B-3625 | SY | 266.000 | 7,182.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 3075.41 | 26.50 | 8,867.000 | 234,975.50
|
9" CONCRETE PAVEMENT, CLASS 47B-3625 | SY | 15,041.037 | 398,587.48
|
| | 15,041.037 | 398,587.49
|
| | -1.541 | -40.84
|
| | |
|
0024 3075.45 | 30.00 | 25,805.000 | 774,150.00
|
9" DOWELED CONCRETE PAVEMENT, CLASS 47B-3625 | SY | 25,805.000 | 774,150.00
|
| | 27,688.831 | 830,664.93
|
| | -3.476 | -104.28
|
| | |
|
0025 3091.24 | 34.60 | 708.000 | 24,496.80
|
9" DOWELED CONCRETE PAVEMENT, CLASS 47B-HE-3625 | SY | 708.000 | 24,496.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 3091.39 | 31.80 | 772.000 | 24,549.60
|
9" CONCRETE PAVEMENT, CLASS 47B-HE-3625 | SY | 772.000 | 24,549.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 3300.50 | 2,500.00 | 1.000 | 2,500.00
|
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING | LS | 1.000 | 2,500.00
|
| | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0028 7500.26 | 225.00 | 8.000 | 1,800.00
|
LEFT ARROW, PREFORMED PAVEMENT MARKING, TYPE 4 | EACH | 8.000 | 1,800.00
|
| | 8.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | |
|
0029 7502.14 | 2.50 | 100.000 | 250.00
|
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 100.000 | 250.00
|
| | 449.000 | 1,122.50
|
| | 0.000 | 0.00
|
| | |
|
0030 7503.14 | 2.50 | 11,700.000 | 29,250.00
|
4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 11,700.000 | 29,250.00
|
| | 19,408.300 | 48,520.75
|
| | 0.000 | 0.00
|
| | |
|
0031 7509.04 | 6.75 | 700.000 | 4,725.00
|
12" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 700.000 | 4,725.00
|
| | 1,028.000 | 6,939.00
|
| | 0.000 | 0.00
|
| | |
|
0032 8008.00 | 35.00 | 180.000 | 6,300.00
|
ARMOR COAT AGGREGATE | CY | 180.000 | 6,300.00
|
| | 209.000 | 7,315.00
|
| | 0.000 | 0.00
|
| | |
|
0033 8029.84 | 1.35 | 33,985.000 | 45,879.75
|
BITUMINOUS FOUNDATION COURSE 4" | SY | 33,985.000 | 45,879.75
|
| | 46,380.250 | 62,613.35
|
| | 0.000 | 0.00
|
| | |
|
0034 8029.87 | 1.80 | 8,037.000 | 14,466.60
|
BITUMINOUS FOUNDATION COURSE 7" | SY | 8,037.000 | 14,466.60
|
| | 904.774 | 1,628.59
|
| | 0.000 | 0.00
|
| | |
|
0035 9034.00 | 3.50 | 1,240.000 | 4,340.00
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 1,240.000 | 4,340.00
|
| | 5,224.664 | 18,286.32
|
| | -1.678 | -5.87
|
| | |
|
0036 9052.00 | 1.80 | 2,290.000 | 4,122.00
|
ARMOR COAT EMULSIFIED ASPHALT | GAL | 2,290.000 | 4,122.00
|
| | 4,576.063 | 8,236.91
|
| | 0.000 | 0.00
|
| | |
|
0037 9111.00 | 9.00 | 189.000 | 1,701.00
|
WATER | MGAL | 189.000 | 1,701.00
|
| | 377.722 | 3,399.50
|
| | 0.000 | 0.00
|
| | |
|
0038 9170.00 | 105.00 | 137.804 | 14,469.42
|
EARTH SHOULDER CONSTRUCTION | STA | 137.804 | 14,469.42
|
| | 123.334 | 12,950.07
|
| | 0.000 | 0.00
|
| | |
|
0039 9173.20 | 0.90 | 51,620.000 | 46,458.00
|
SUBGRADE PREPARATION | SY | 51,620.000 | 46,458.00
|
| | 51,202.034 | 46,081.83
|
| | 0.000 | 0.00
|
| | |
|
0040 9179.34 | 2.70 | 40,302.000 | 108,815.40
|
COLD MILLING, CLASS 4 | SY | 40,302.000 | 108,815.40
|
| | 41,590.982 | 112,295.65
|
| | 0.000 | 0.00
|
| | |
|
0041 9188.01 | 1.75 | 8,797.000 | 15,394.75
|
BITUMINOUS SURFACE COURSE | SY | 8,797.000 | 15,394.75
|
| | 8,079.000 | 14,138.25
|
| | 0.000 | 0.00
|
| | |
|
4001 0096.00 | -4,381.56 | 0.000 | 0.00
|
DEDUCTION | LS | 1.000 | -4,381.56
|
| | 1.000 | -4,381.56
|
| | 0.000 | 0.00
|
| | |
|
4003 1107.00 | 6.75 | 0.000 | 0.00
|
REMOVE WALK | SY | 35.588 | 240.22
|
| | 35.588 | 240.22
|
| | 0.000 | 0.00
|
| | |
|
4005 3016.21 | 30.15 | 0.000 | 0.00
|
CONCRETE CLASS 47B-3000 SIDEWALKS | SY | 41.971 | 1,265.43
|
| | 41.971 | 1,265.43
|
| | 0.000 | 0.00
|
| | |
|
4007 2021.00 | 68.25 | 0.000 | 0.00
|
MAILBOX POST | EACH | 14.000 | 955.50
|
| | 14.000 | 955.50
|
| | 0.000 | 0.00
|
| | |
|
4009 9188.50 | 22.50 | 0.000 | 0.00
|
SURFACING UNDER GUARDRAIL | SY | 688.815 | 15,498.34
|
| | 688.815 | 15,498.34
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 1,565,041.82
|
| | Current | 1,628,591.72
|
| | In place | 1,678,994.05
|
| | This Estimate | -150.99
|
| | |
|
GROUP 6 BRIDGE AT STA. 123+54 | | |
|
0042 0030.60 | 4,000.00 | 1.000 | 4,000.00
|
MOBILIZATION | LS | 1.000 | 4,000.00
|
| | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0043 6010.26 | 350.00 | 34.800 | 12,180.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 34.800 | 12,180.00
|
| | 34.800 | 12,180.00
|
| | 0.000 | 0.00
|
| | |
|
0044 6020.00 | 1.25 | 3,965.000 | 4,956.25
|
REINFORCING STEEL FOR BRIDGE | LB | 3,965.000 | 4,956.25
|
| | 3,965.000 | 4,956.26
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 123+54 | | Contracted | 21,136.25
|
| | Current | 21,136.25
|
| | In place | 21,136.26
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0045 0030.70 | 3,000.00 | 1.000 | 3,000.00
|
MOBILIZATION | LS | 1.000 | 3,000.00
|
| | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0046 7011.20 | 15.00 | 150.000 | 2,250.00
|
W-BEAM GUARDRAIL | LF | 150.000 | 2,250.00
|
| | 150.000 | 2,250.00
|
| | 0.000 | 0.00
|
| | |
|
0047 7015.00 | 8.00 | 959.500 | 7,676.00
|
CABLE GUARDRAIL | LF | 959.500 | 7,676.00
|
| | 960.000 | 7,680.00
|
| | 0.000 | 0.00
|
| | |
|
0048 7020.00 | 1,300.00 | 4.000 | 5,200.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,200.00
|
| | 4.000 | 5,200.00
|
| | 0.000 | 0.00
|
| | |
|
0049 7021.70 | 2,100.00 | 4.000 | 8,400.00
|
GUARDRAIL END TREATMENT, SRT-350 | EACH | 4.000 | 8,400.00
|
| | 4.000 | 8,400.00
|
| | 0.000 | 0.00
|
| | |
|
0050 7023.00 | 1,200.00 | 2.000 | 2,400.00
|
TERMINAL ANCHORAGE SECTIONS | EACH | 2.000 | 2,400.00
|
| | 2.000 | 2,400.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 28,926.00
|
| | Current | 28,926.00
|
| | In place | 28,930.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0051 A070.10 | 2.50 | 215.000 | 537.50
|
1 1/2-INCH CONDUIT IN TRENCH | LF | 215.000 | 537.50
|
| | 140.000 | 350.00
|
| | 0.000 | 0.00
|
| | |
|
0052 A072.10 | 5.00 | 40.000 | 200.00
|
1 1/2-INCH CONDUIT UNDER ROADWAY | LF | 40.000 | 200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0053 A080.22 | 0.50 | 465.000 | 232.50
|
STREET LIGHTING CABLE, NO. 6 BARE | LF | 465.000 | 232.50
|
| | 647.000 | 323.50
|
| | 0.000 | 0.00
|
| | |
|
0054 A080.24 | 0.65 | 930.000 | 604.50
|
STREET LIGHTING CABLE, NO. 6 USE | LF | 930.000 | 604.50
|
| | 1,294.000 | 841.10
|
| | 0.000 | 0.00
|
| | |
|
0055 A082.34 | 1.35 | 330.000 | 445.50
|
DIRECT BURIAL CABLE, NO. 6 USE | LF | 330.000 | 445.50
|
| | 360.000 | 486.00
|
| | 0.000 | 0.00
|
| | |
|
0056 A700.20 | 1,000.00 | 3.000 | 3,000.00
|
RELOCATE STREET LIGHTING UNIT | EACH | 3.000 | 3,000.00
|
| | 3.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0057 A705.20 | 600.00 | 1.000 | 600.00
|
RELOCATE LIGHTING CONTROL CENTER, TYPE | EACH | 1.000 | 600.00
|
D | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 0030.81 | 825.00 | 1.000 | 825.00
|
MOBILIZATION | LS | 1.000 | 825.00
|
| | 1.000 | 825.00
|
| | 0.000 | 0.00
|
| | |
|
4002 A612.10 | 680.40 | 0.000 | 0.00
|
REMOVE AND REINSTALL STREET LIGHTING UNIT | EACH | 1.000 | 680.40
|
| | 1.000 | 680.40
|
| | 0.000 | 0.00
|
| | |
|
4008 0030.80 | | 1.000 |
|
MOBILIZATION | LS | 2.000 | 0.00
|
| | 1.000 | 481.95
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 6,445.00
|
| | Current | 7,607.35
|
| | In place | 6,987.95
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0059 0001.08 | 0.50 | 3,545.000 | 1,772.50
|
BARRICADE, TYPE II | BDAY | 3,545.000 | 1,772.50
|
| | 26,104.000 | 13,052.00
|
| | 0.000 | 0.00
|
| | |
|
0060 0001.10 | 4.20 | 4,049.000 | 17,005.80
|
BARRICADE, TYPE III | BDAY | 5,338.000 | 22,419.60
|
| | 5,338.000 | 22,419.60
|
| | 0.000 | 0.00
|
| | |
|
0061 0001.30 | 4.00 | 1,050.000 | 4,200.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 1,050.000 | 4,200.00
|
| | 594.000 | 2,376.00
|
| | 0.000 | 0.00
|
| | |
|
0062 0001.90 | 0.75 | 14,592.000 | 10,944.00
|
SIGN DAY | EACH | 14,592.000 | 10,944.00
|
| | 11,531.000 | 8,648.25
|
| | 0.000 | 0.00
|
| | |
|
0063 0002.30 | 0.60 | 1,500.000 | 900.00
|
PAVEMENT MARKING REMOVAL | LF | 1,500.000 | 900.00
|
| | 5,343.800 | 3,206.28
|
| | 0.000 | 0.00
|
| | |
|
0064 0002.39 | 1.20 | 1,200.000 | 1,440.00
|
TEMPORARY PAVEMENT MARKING, TYPE II | LF | 16,364.000 | 19,636.80
|
| | 16,364.000 | 19,636.80
|
| | 0.000 | 0.00
|
| | |
|
0065 0003.10 | 150.00 | 20.000 | 3,000.00
|
FLAGGING | DAY | 20.000 | 3,000.00
|
| | 60.500 | 9,075.00
|
| | 0.000 | 0.00
|
| | |
|
0066 0003.70 | 400.00 | 4.000 | 1,600.00
|
TEMPORARY RUMBLE STRIP | EACH | 4.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0067 0003.75 | 9,000.00 | 1.000 | 9,000.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 9,000.00
|
| | 1.000 | 9,000.00
|
| | 0.000 | 0.00
|
| | |
|
0068 0010.04 | 1,250.00 | 1.000 | 1,250.00
|
FIELD OFFICE | EACH | 1.000 | 1,250.00
|
| | 1.000 | 1,250.00
|
| | 0.000 | 0.00
|
| | |
|
0069 0030.00 | 1,000.00 | 1.000 | 1,000.00
|
MOBILIZATION | LS | 1.000 | 1,000.00
|
| | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 52,112.30
|
| | Current | 75,722.90
|
| | In place | 89,663.93
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 1,784,905.12
|
---|
| | Current | 1,879,192.42
|
---|
| | In place | 1,938,696.96
|
---|
| | This Estimate | -150.99
|
---|