| | | 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 L006.00 | 145.00 | 20.800 | 3,016.00
|
| COVER CROP SEEDING | ha | 20.800 | 3,016.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 0030.10 | 15,000.00 | 1.000 | 15,000.00
|
| MOBILIZATION | LS | 1.000 | 15,000.00
|
| | | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 1000.00 | 300.00 | 26.000 | 7,800.00
|
| LARGE TREE REMOVAL | EACH | 26.000 | 7,800.00
|
| | | 46.000 | 13,800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 1009.00 | 22,000.00 | 1.000 | 22,000.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 22,000.00
|
| | | 1.000 | 22,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 1010.00 | 1.70 | 106,739.000 | 181,456.30
|
| EXCAVATION | m3 | 106,739.000 | 181,456.30
|
| | | 106,739.000 | 181,456.30
|
| | 0.000 | 0.00
|
| | |
|
| 0006 1011.00 | 3.00 | 2,664.000 | 7,992.00
|
| WATER | kL | 2,664.000 | 7,992.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0007 1300.18 | 25.00 | 486.000 | 12,150.00
|
| 450 mm DRIVEWAY CULVERT PIPE | m | 486.000 | 12,150.00
|
| | | 513.000 | 12,825.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 1300.24 | 35.00 | 22.000 | 770.00
|
| 600 mm DRIVEWAY CULVERT PIPE | m | 22.000 | 770.00
|
| | | 33.000 | 1,155.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 1300.30 | 45.00 | 11.000 | 495.00
|
| 750 mm DRIVEWAY CULVERT PIPE | m | 11.000 | 495.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0010 1300.42 | 85.00 | 11.000 | 935.00
|
| 1050 mm DRIVEWAY CULVERT PIPE | m | 11.000 | 935.00
|
| | | 11.000 | 935.00
|
| | 0.000 | 0.00
|
| | |
|
| 4001 L022.11 | 10.82 | 0.000 | 0.00
|
| FABRIC SILT FENCE-LOW POROSITY | m | 915.000 | 9,900.30
|
| Fabric Silt Fence - Low Porosity | | 585.000 | 6,329.70
|
| | 0.000 | 0.00
|
| | |
|
| 4002 9110.03 | 72.00 | 0.000 | 0.00
|
| RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 10.000 | 720.00
|
| Rental of Dump Truck, Fully Operated | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 4003 9110.07 | 121.00 | 0.000 | 0.00
|
| RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 10.000 | 1,210.00
|
| Rental of Skid Loader, Fully Operated | | 3.000 | 363.00
|
| | 3.000 | 363.00
|
| | |
|
| 4004 2011.05 | 19.20 | 0.000 | 0.00
|
| CRUSHED ROCK FOR TEMPORARY SURFACING | Mg | 500.000 | 9,600.00
|
| Crushed Rock for Temp. Surfacing | | 1,905.560 | 36,586.75
|
| | 58.590 | 1,124.93
|
| | |
|
| GROUP 1 GRADING | | Contracted | 251,614.30
|
| | Current | 273,044.60
|
| | In place | 290,450.75
|
| | This Estimate | 1,487.93
|
| | |
|
| GROUP 3 CONCRETE PAVEMENT | | |
|
| 0011 0030.30 | 73,000.00 | 1.000 | 73,000.00
|
| MOBILIZATION | LS | 1.000 | 73,000.00
|
| | | 1.000 | 73,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0012 2010.03 | 20.00 | 229.740 | 4,594.80
|
| CRUSHED ROCK SURFACE COURSE | Mg | 229.740 | 4,594.80
|
| | | 484.330 | 9,686.60
|
| | 197.280 | 3,945.60
|
| | |
|
| 0013 2020.00 | 10.50 | 200.000 | 2,100.00
|
| SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | m2 | 200.000 | 2,100.00
|
| | | 190.000 | 1,995.00
|
| | 190.000 | 1,995.00
|
| | |
|
| 0014 2021.00 | 60.00 | 10.000 | 600.00
|
| MAILBOX POST | EACH | 10.000 | 600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 3020.26 | 31.05 | 1,337.550 | 41,530.93
|
| CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 1,337.550 | 41,530.93
|
| | | 1,526.490 | 47,397.51
|
| | 676.260 | 20,997.87
|
| | |
|
| 0016 3075.41 | 21.50 | 55,927.000 | 1,202,430.50
|
| 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 55,927.000 | 1,202,430.50
|
| | | 54,108.250 | 1,163,327.39
|
| | 69.570 | 1,495.76
|
| | |
|
| 0017 3300.50 | 3,400.00 | 1.000 | 3,400.00
|
| PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING | LS | 1.000 | 3,400.00
|
| | | 1.000 | 3,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 8029.75 | 1.90 | 55,927.000 | 106,261.30
|
| BITUMINOUS FOUNDATION COURSE | m2 | 55,927.000 | 106,261.30
|
| | | 40,804.000 | 77,527.60
|
| | 0.000 | 0.00
|
| | |
|
| 0019 9111.00 | 2.50 | 1,212.000 | 3,030.00
|
| WATER | kL | 1,212.000 | 3,030.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 9170.00 | 175.00 | 150.500 | 26,337.50
|
| EARTH SHOULDER CONSTRUCTION | StaM | 150.500 | 26,337.50
|
| | | 150.500 | 26,337.50
|
| | 150.500 | 26,337.50
|
| | |
|
| 0021 9173.20 | 0.85 | 57,264.550 | 48,674.87
|
| SUBGRADE PREPARATION | m2 | 57,264.550 | 48,674.87
|
| | | 57,473.330 | 48,852.34
|
| | 745.830 | 633.96
|
| | |
|
| 0022 9179.24 | 1,250.00 | 75.250 | 94,062.50
|
| COLD MILLING, CLASS 4 | StaM | 75.250 | 94,062.50
|
| | | 75.250 | 94,062.50
|
| | 0.000 | 0.00
|
| | |
|
| 4006 3075.41 | 43.25 | 0.000 | 0.00
|
| 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 72.000 | 3,114.00
|
| 230 mm Concrete Pavement, 47B-25 for block out sections | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 3 CONCRETE PAVEMENT | | Contracted | 1,606,022.40
|
| | Current | 1,609,136.40
|
| | In place | 1,545,586.44
|
| | This Estimate | 55,405.69
|
| | |
|
| GROUP 4 CULVERTS | | |
|
| 0023 0030.40 | 10,000.00 | 1.000 | 10,000.00
|
| MOBILIZATION | LS | 1.000 | 10,000.00
|
| | | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0024 4044.00 | 2,000.00 | 1.000 | 2,000.00
|
| PREPARATION OF STRUCTURE | EACH | 1.000 | 2,000.00
|
| AT STA 2+48.36 | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0025 4044.01 | 2,000.00 | 1.000 | 2,000.00
|
| PREPARATION OF STRUCTURE | EACH | 1.000 | 2,000.00
|
| AT STA. 8+06.87 | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0026 4045.00 | 7,000.00 | 1.000 | 7,000.00
|
| REMOVE STRUCTURE | EACH | 1.000 | 7,000.00
|
| AT STA. 17+98.04 | | 1.000 | 7,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0027 4050.01 | 8.00 | 2,585.000 | 20,680.00
|
| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 2,585.000 | 20,680.00
|
| | | 2,585.000 | 20,680.00
|
| | 0.000 | 0.00
|
| | |
|
| 0028 4051.01 | 16.00 | 673.000 | 10,768.00
|
| EXCAVATION FOR BOX CULVERTS | m3 | 673.000 | 10,768.00
|
| | | 754.750 | 12,076.00
|
| | 0.000 | 0.00
|
| | |
|
| 0029 4101.06 | 335.00 | 194.250 | 65,073.75
|
| CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 194.250 | 65,073.75
|
| | | 194.250 | 65,073.75
|
| | 0.000 | 0.00
|
| | |
|
| 0030 4151.00 | 1.50 | 14,130.000 | 21,195.00
|
| REINFORCING STEEL FOR BOX CULVERT | kg | 14,130.000 | 21,195.00
|
| | | 14,130.000 | 21,195.00
|
| | 0.000 | 0.00
|
| | |
|
| 0031 4450.24 | 111.00 | 63.500 | 7,048.50
|
| 600 mm REINFORCED CONCRETE PIPE | m | 63.500 | 7,048.50
|
| | | 63.130 | 7,007.43
|
| | 0.000 | 0.00
|
| | |
|
| 0032 4450.30 | 155.00 | 21.500 | 3,332.50
|
| 750 mm REINFORCED CONCRETE PIPE | m | 21.500 | 3,332.50
|
| | | 21.340 | 3,307.70
|
| | 0.000 | 0.00
|
| | |
|
| 0033 4450.36 | 203.00 | 59.500 | 12,078.50
|
| 900 mm REINFORCED CONCRETE PIPE | m | 59.500 | 12,078.50
|
| | | 59.130 | 12,003.39
|
| | 0.000 | 0.00
|
| | |
|
| 0034 4450.42 | 235.00 | 120.200 | 28,247.00
|
| 1050 mm REINFORCED CONCRETE PIPE | m | 120.200 | 28,247.00
|
| | | 118.660 | 27,885.10
|
| | 0.000 | 0.00
|
| | |
|
| 0035 4450.48 | 288.00 | 26.200 | 7,545.60
|
| 1200 mm REINFORCED CONCRETE PIPE | m | 26.200 | 7,545.60
|
| | | 25.880 | 7,453.44
|
| | 0.000 | 0.00
|
| | |
|
| 0036 4450.54 | 344.00 | 43.500 | 14,964.00
|
| 1350 mm REINFORCED CONCRETE PIPE | m | 43.500 | 14,964.00
|
| | | 43.200 | 14,860.80
|
| | 0.000 | 0.00
|
| | |
|
| 0037 4450.60 | 413.00 | 31.500 | 13,009.50
|
| 1500 mm REINFORCED CONCRETE PIPE | m | 31.500 | 13,009.50
|
| | | 29.870 | 12,336.31
|
| | 0.000 | 0.00
|
| | |
|
| 0038 4450.66 | 485.00 | 39.500 | 19,157.50
|
| 1650 mm REINFORCED CONCRETE PIPE | m | 39.500 | 19,157.50
|
| | | 39.000 | 18,915.00
|
| | 0.000 | 0.00
|
| | |
|
| 0039 4460.24 | 397.00 | 6.000 | 2,382.00
|
| 600 mm CONCRETE FLARED-END SECTION | EACH | 6.000 | 2,382.00
|
| | | 6.000 | 2,382.00
|
| | 0.000 | 0.00
|
| | |
|
| 0040 4460.30 | 453.00 | 2.000 | 906.00
|
| 750 mm CONCRETE FLARED END SECTION | EACH | 2.000 | 906.00
|
| | | 2.000 | 906.00
|
| | 0.000 | 0.00
|
| | |
|
| 0041 4460.36 | 730.00 | 6.000 | 4,380.00
|
| 900 mm CONCRETE FLARED-END SECTION | EACH | 6.000 | 4,380.00
|
| | | 6.000 | 4,380.00
|
| | 0.000 | 0.00
|
| | |
|
| 0042 4460.42 | 850.00 | 8.000 | 6,800.00
|
| 1050 mm CONCRETE FLARED-END SECTION | EACH | 8.000 | 6,800.00
|
| | | 8.000 | 6,800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0043 4460.48 | 940.00 | 2.000 | 1,880.00
|
| 1200 mm CONCRETE FLARED-END SECTION | EACH | 2.000 | 1,880.00
|
| | | 2.000 | 1,880.00
|
| | 0.000 | 0.00
|
| | |
|
| 0044 4460.54 | 1,144.00 | 4.000 | 4,576.00
|
| 1350 mm CONCRETE FLARED-END SECTION | EACH | 4.000 | 4,576.00
|
| | | 5.000 | 5,720.00
|
| | 0.000 | 0.00
|
| | |
|
| 0045 4460.60 | 1,406.00 | 2.000 | 2,812.00
|
| 1500 mm CONCRETE FLARED-END SECTION | EACH | 2.000 | 2,812.00
|
| | | 2.000 | 2,812.00
|
| | 0.000 | 0.00
|
| | |
|
| 0046 4460.66 | 1,777.00 | 2.000 | 3,554.00
|
| 1650 mm CONCRETE FLARED-END SECTION | EACH | 2.000 | 3,554.00
|
| | | 2.000 | 3,554.00
|
| | 0.000 | 0.00
|
| | |
|
| 0047 4500.48 | 418.00 | 17.000 | 7,106.00
|
| 1200 mm ROUND EQUIVALENT REINFORCED CONCRETE PIPE | m | 17.000 | 7,106.00
|
| | | 18.000 | 7,524.00
|
| | 0.000 | 0.00
|
| | |
|
| 0048 4510.48 | 1,661.00 | 2.000 | 3,322.00
|
| 1200 mm ROUND EQUIVALENT CONCRETE FLARED-END SECTION | EACH | 2.000 | 3,322.00
|
| | | 2.000 | 3,322.00
|
| | 0.000 | 0.00
|
| | |
|
| 0049 6105.01 | 34.40 | 22.100 | 760.24
|
| ROCK RIPRAP, TYPE A | Mg | 22.100 | 760.24
|
| | | 21.845 | 751.47
|
| | 0.000 | 0.00
|
| | |
|
| 0050 6105.02 | 33.00 | 56.500 | 1,864.50
|
| ROCK RIPRAP, TYPE B | Mg | 56.500 | 1,864.50
|
| | | 52.710 | 1,739.43
|
| | 0.000 | 0.00
|
| | |
|
| 4005 4051.12 | 33.50 | 0.000 | 0.00
|
| GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT | m3 | 81.750 | 2,738.63
|
| Granular Material for Structure Foundations, 702.05, 6A | | 81.750 | 2,738.63
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 4 CULVERTS | | Contracted | 284,442.59
|
| | Current | 287,181.21
|
| | In place | 288,303.45
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 5 SEEDING | | |
|
| 0051 L001.01 | 1,120.00 | 20.800 | 23,296.00
|
| SEEDING, TYPE A | ha | 20.800 | 23,296.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0052 L032.75 | 75.00 | 104.000 | 7,800.00
|
| MULCH | Mg | 104.000 | 7,800.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0053 0030.50 | 200.00 | 1.000 | 200.00
|
| MOBILIZATION | LS | 1.000 | 200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 5 SEEDING | | Contracted | 31,296.00
|
| | Current | 31,296.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0054 0001.10 | 1.50 | 4,000.000 | 6,000.00
|
| BARRICADE, TYPE III | BDAY | 4,000.000 | 6,000.00
|
| | | 7,441.000 | 11,161.50
|
| | 675.000 | 1,012.50
|
| | |
|
| 0055 0001.30 | 2.00 | 1,120.000 | 2,240.00
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 1,120.000 | 2,240.00
|
| | | 219.000 | 438.00
|
| | 0.000 | 0.00
|
| | |
|
| 0056 0001.90 | 0.20 | 4,960.000 | 992.00
|
| SIGN DAY | EACH | 4,960.000 | 992.00
|
| | | 6,872.000 | 1,374.40
|
| | 763.000 | 152.60
|
| | |
|
| 0057 0003.10 | 300.00 | 10.000 | 3,000.00
|
| FLAGGING | DAY | 10.000 | 3,000.00
|
| | | 2.500 | 750.00
|
| | 0.000 | 0.00
|
| | |
|
| 0058 0010.04 | 3,000.00 | 1.000 | 3,000.00
|
| FIELD OFFICE | EACH | 1.000 | 3,000.00
|
| | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0059 0030.00 | 100.00 | 1.000 | 100.00
|
| MOBILIZATION | LS | 1.000 | 100.00
|
| | | 1.000 | 100.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 15,332.00
|
| | Current | 15,332.00
|
| | In place | 16,823.90
|
| | This Estimate | 1,165.10
|
| | |
|
| Totals for contract | | Contracted | 2,188,707.29
|
|---|
| | Current | 2,215,990.21
|
|---|
| | In place | 2,141,164.54
|
|---|
| | This Estimate | 58,058.72
|
|---|