| | | 1. Contracted
|
| | | 2. Current
|
| | | 3. To date
|
| Item Nbr Item Code | Unit Price | | 4. This Est
|
| Item Description | Units | Qty | Amount
|
| GROUP 4 CULVERT | | |
|
| 0001 0030.40 | 12,000.00 | 1.000 | 12,000.00
|
| MOBILIZATION | LS | 1.000 | 12,000.00
|
| | | 1.000 | 12,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 1009.00 | 1,000.00 | 1.000 | 1,000.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,000.00
|
| | | 0.500 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 1030.00 | 5.23 | 3,404.000 | 17,802.92
|
| EARTHWORK MEASURED IN EMBANKMENT | m3 | 3,404.000 | 17,802.92
|
| | | 1,231.000 | 6,438.13
|
| | 250.000 | 1,307.50
|
| | |
|
| 0004 1123.00 | 4.70 | 263.000 | 1,236.10
|
| REMOVE CONCRETE DITCH LINER | m2 | 263.000 | 1,236.10
|
| | | 249.060 | 1,170.58
|
| | 0.000 | 0.00
|
| | |
|
| 0005 4020.12 | 180.00 | 59.700 | 10,746.00
|
| CONCRETE DITCH LINING - 1.8 m | m | 59.700 | 10,746.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 4040.00 | 160.00 | 12.000 | 1,920.00
|
| REMOVE HEADWALLS FROM CULVERTS | EACH | 12.000 | 1,920.00
|
| | | 9.000 | 1,440.00
|
| | 5.000 | 800.00
|
| | |
|
| 0007 4044.00 | 1,500.00 | 1.000 | 1,500.00
|
| PREPARATION OF STRUCTURE | EACH | 1.000 | 1,500.00
|
| AT STA. 162+36.19 | | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 4044.01 | 1,400.00 | 1.000 | 1,400.00
|
| PREPARATION OF STRUCTURE | EACH | 1.000 | 1,400.00
|
| AT STA. 164+02.05 | | 1.000 | 1,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 4044.02 | 1,500.00 | 1.000 | 1,500.00
|
| PREPARATION OF STRUCTURE | EACH | 1.000 | 1,500.00
|
| AT STA. 3199+69.21 | | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0010 4050.01 | 15.70 | 674.000 | 10,581.80
|
| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 674.000 | 10,581.80
|
| | | 506.000 | 7,944.20
|
| | 253.000 | 3,972.10
|
| | |
|
| 0011 4051.01 | 15.70 | 587.000 | 9,215.90
|
| EXCAVATION FOR BOX CULVERTS | m3 | 587.000 | 9,215.90
|
| | | 587.000 | 9,215.90
|
| | 0.000 | 0.00
|
| | |
|
| 0012 4100.06 | 1,046.00 | 12.500 | 13,075.00
|
| CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL | m3 | 12.500 | 13,075.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0013 4101.06 | 380.00 | 201.250 | 76,475.00
|
| CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 201.250 | 76,475.00
|
| | | 176.395 | 67,030.10
|
| | 9.730 | 3,697.40
|
| | |
|
| 0014 4107.07 | 785.00 | 3.800 | 2,983.00
|
| CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS | m3 | 3.800 | 2,983.00
|
| | | 1.180 | 926.30
|
| | 0.000 | 0.00
|
| | |
|
| 0015 4130.06 | 785.00 | 0.320 | 251.20
|
| CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG | m3 | 0.320 | 251.20
|
| | | 0.320 | 251.20
|
| | 0.000 | 0.00
|
| | |
|
| 0016 4150.00 | 2.20 | 560.000 | 1,232.00
|
| REINFORCING STEEL FOR HEADWALL | kg | 560.000 | 1,232.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 4151.00 | 1.32 | 14,505.000 | 19,146.60
|
| REINFORCING STEEL FOR BOX CULVERT | kg | 14,505.000 | 19,146.60
|
| | | 13,079.200 | 17,264.55
|
| | 446.489 | 589.37
|
| | |
|
| 0018 4157.00 | 2.20 | 159.000 | 349.80
|
| REINFORCING STEEL FOR COLLARS | kg | 159.000 | 349.80
|
| | | 48.000 | 105.60
|
| | 0.000 | 0.00
|
| | |
|
| 0019 4350.24 | 65.60 | 31.100 | 2,040.16
|
| 600 mm CORRUGATED METAL PIPE | m | 31.100 | 2,040.16
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 4450.24 | 210.00 | 116.300 | 24,423.00
|
| 600 mm REINFORCED CONCRETE PIPE | m | 116.300 | 24,423.00
|
| | | 44.400 | 9,324.00
|
| | 44.400 | 9,324.00
|
| | |
|
| 0021 4450.36 | 311.00 | 76.700 | 23,853.70
|
| 900 mm REINFORCED CONCRETE PIPE | m | 76.700 | 23,853.70
|
| | | 76.100 | 23,667.10
|
| | 7.650 | 2,379.15
|
| | |
|
| 0022 4450.48 | 443.00 | 26.400 | 11,695.20
|
| 1200 mm REINFORCED CONCRETE PIPE | m | 0.000 | 0.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0023 4460.48 | 1,500.00 | 1.000 | 1,500.00
|
| 1200 mm CONCRETE FLARED-END SECTION | EACH | 0.000 | 0.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 4001 4450.54 | 500.00 | 0.000 | 0.00
|
| 1350 mm REINFORCED CONCRETE PIPE | m | 26.400 | 13,200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 4002 4460.54 | 1,600.00 | 0.000 | 0.00
|
| 1350 mm CONCRETE FLARED-END SECTION | EACH | 1.000 | 1,600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 4 CULVERT | | Contracted | 245,927.38
|
| | Current | 247,532.18
|
| | In place | 161,677.66
|
| | This Estimate | 22,069.52
|
| | |
|
| GROUP 4A CULVERT AT STA. 119+26.34 | | |
|
| 0024 0030.40 | 4,000.00 | 1.000 | 4,000.00
|
| MOBILIZATION | LS | 1.000 | 4,000.00
|
| | | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0025 4041.00 | 2,000.00 | 1.000 | 2,000.00
|
| CULVERT CLEANOUT | EACH | 1.000 | 2,000.00
|
| AT STA. 119+26.34 | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0026 4044.03 | 2,000.00 | 1.000 | 2,000.00
|
| PREPARATION OF STRUCTURE | EACH | 1.000 | 2,000.00
|
| AT STA. 119+26.34 | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0027 4051.01 | 15.70 | 148.000 | 2,323.60
|
| EXCAVATION FOR BOX CULVERTS | m3 | 148.000 | 2,323.60
|
| | | 148.000 | 2,323.60
|
| | 0.000 | 0.00
|
| | |
|
| 0028 4101.06 | 360.00 | 132.900 | 47,844.00
|
| CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 132.900 | 47,844.00
|
| | | 132.900 | 47,844.00
|
| | 0.000 | 0.00
|
| | |
|
| 0029 4151.00 | 1.32 | 8,751.000 | 11,551.32
|
| REINFORCING STEEL FOR BOX CULVERT | kg | 8,751.000 | 11,551.32
|
| | | 8,751.000 | 11,551.32
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 4A CULVERT AT STA. 119+26.34 | | Contracted | 69,718.92
|
| | Current | 69,718.92
|
| | In place | 69,718.92
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0030 0001.10 | 2.00 | 2,290.000 | 4,580.00
|
| BARRICADE, TYPE III | BDAY | 2,290.000 | 4,580.00
|
| | | 1,339.000 | 2,678.00
|
| | 320.000 | 640.00
|
| | |
|
| 0031 0001.90 | 0.50 | 4,734.000 | 2,367.00
|
| SIGN DAY | EACH | 4,734.000 | 2,367.00
|
| | | 1,729.000 | 864.50
|
| | 350.000 | 175.00
|
| | |
|
| 0032 0003.10 | 175.00 | 50.000 | 8,750.00
|
| FLAGGING | DAY | 50.000 | 8,750.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0033 0010.04 | 2,000.00 | 1.000 | 2,000.00
|
| FIELD OFFICE | EACH | 1.000 | 2,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0034 0030.00 | 1,500.00 | 1.000 | 1,500.00
|
| MOBILIZATION | LS | 1.000 | 1,500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 19,197.00
|
| | Current | 19,197.00
|
| | In place | 3,542.50
|
| | This Estimate | 815.00
|
| | |
|
| Totals for contract | | Contracted | 334,843.30
|
| | Current | 336,448.10
|
| | In place | 234,939.08
|
| | This Estimate | 22,884.52
|