| | | 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 | | |
|
| 0001 A009.82 | 2,300.00 | 2.000 | 4,600.00
|
| STREET LIGHTING UNIT, TYPE SL-BT-50-12-0.40 | EACH | 2.000 | 4,600.00
|
| | | 2.000 | 4,600.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 A070.10 | 4.20 | 552.000 | 2,318.40
|
| 1 1/2-INCH CONDUIT IN TRENCH | LF | 552.000 | 2,318.40
|
| | | 513.000 | 2,154.60
|
| | 0.000 | 0.00
|
| | |
|
| 0003 A072.10 | 5.25 | 22.000 | 115.50
|
| 1 1/2-INCH CONDUIT UNDER ROADWAY | LF | 22.000 | 115.50
|
| | | 16.000 | 84.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 A080.22 | 0.90 | 644.000 | 579.60
|
| STREET LIGHTING CABLE, NO. 6 BARE | LF | 644.000 | 579.60
|
| | | 681.000 | 612.90
|
| | 0.000 | 0.00
|
| | |
|
| 0005 A080.24 | 1.00 | 1,288.000 | 1,288.00
|
| STREET LIGHTING CABLE, NO. 6 USE | LF | 1,288.000 | 1,288.00
|
| | | 1,362.000 | 1,362.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 A700.20 | 1,000.00 | 1.000 | 1,000.00
|
| RELOCATE STREET LIGHTING UNIT | EACH | 1.000 | 1,000.00
|
| | | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0007 L020.07 | 3.80 | 2,591.000 | 9,845.80
|
| EROSION CONTROL, TYPE B-1 | SY | 2,591.000 | 9,845.80
|
| | | 2,542.000 | 9,659.60
|
| | 0.000 | 0.00
|
| | |
|
| 0008 0001.08 | 0.50 | 375.000 | 187.50
|
| BARRICADE, TYPE II | BDAY | 375.000 | 187.50
|
| | | 710.500 | 355.25
|
| | 0.000 | 0.00
|
| | |
|
| 0009 0001.10 | 1.60 | 117.000 | 187.20
|
| BARRICADE, TYPE III | BDAY | 117.000 | 187.20
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0010 0001.30 | 1.25 | 102.000 | 127.50
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 102.000 | 127.50
|
| | | 26.000 | 32.50
|
| | 0.000 | 0.00
|
| | |
|
| 0011 0001.75 | 5.25 | 240.000 | 1,260.00
|
| TEMPORARY SIGN DAY | EACH | 240.000 | 1,260.00
|
| | | 130.000 | 682.50
|
| | 0.000 | 0.00
|
| | |
|
| 0012 0001.90 | 0.40 | 442.000 | 176.80
|
| SIGN DAY | EACH | 442.000 | 176.80
|
| | | 288.000 | 115.20
|
| | 0.000 | 0.00
|
| | |
|
| 0013 0002.97 | 26.00 | 15.000 | 390.00
|
| FLASHING ARROW PANEL | DAY | 15.000 | 390.00
|
| | | 5.000 | 130.00
|
| | 0.000 | 0.00
|
| | |
|
| 0014 0003.10 | 180.00 | 5.000 | 900.00
|
| FLAGGING | DAY | 5.000 | 900.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 0010.04 | 100.00 | 1.000 | 100.00
|
| FIELD OFFICE | EACH | 1.000 | 100.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 0030.30 | 5,367.82 | 1.000 | 5,367.82
|
| MOBILIZATION | LS | 1.000 | 5,367.82
|
| | | 1.000 | 5,367.82
|
| | 0.500 | 2,683.91
|
| | |
|
| 0017 1009.00 | 200.00 | 1.000 | 200.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 200.00
|
| | | 1.000 | 200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 1011.00 | 8.00 | 10.000 | 80.00
|
| WATER | MGAL | 10.000 | 80.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 1030.00 | 6.00 | 324.000 | 1,944.00
|
| EARTHWORK MEASURED IN EMBANKMENT | CY | 324.000 | 1,944.00
|
| | | 324.000 | 1,944.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 1102.00 | 2.00 | 542.000 | 1,084.00
|
| REMOVE ASPHALT SURFACE | SY | 542.000 | 1,084.00
|
| | | 530.000 | 1,060.00
|
| | 0.000 | 0.00
|
| | |
|
| 0021 3008.05 | 5.00 | 194.000 | 970.00
|
| TIE BARS | EACH | 194.000 | 970.00
|
| | | 170.000 | 850.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 3075.41 | 25.00 | 1,151.000 | 28,775.00
|
| 9" CONCRETE PAVEMENT, CLASS 47B-3625 | SY | 1,151.000 | 28,775.00
|
| | | 1,210.040 | 30,251.00
|
| | 0.000 | 0.00
|
| | |
|
| 0023 4035.25 | 50.00 | 2.000 | 100.00
|
| REMOVE AND SALVAGE FLARED-END SECTION | EACH | 2.000 | 100.00
|
| | | 2.000 | 100.00
|
| | 0.000 | 0.00
|
| | |
|
| 0024 4050.01 | 10.00 | 6.000 | 60.00
|
| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 6.000 | 60.00
|
| | | 6.000 | 60.00
|
| | 0.000 | 0.00
|
| | |
|
| 0025 4107.07 | 300.00 | 1.330 | 399.00
|
| CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS | CY | 1.330 | 399.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0026 4157.00 | 1.00 | 97.000 | 97.00
|
| REINFORCING STEEL FOR COLLARS | LB | 97.000 | 97.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0027 4450.24 | 50.00 | 9.000 | 450.00
|
| 24" REINFORCED CONCRETE PIPE | LF | 9.000 | 450.00
|
| | | 10.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0028 4450.36 | 70.00 | 2.000 | 140.00
|
| 36" REINFORCED CONCRETE PIPE | LF | 2.000 | 140.00
|
| | | 4.000 | 280.00
|
| | 0.000 | 0.00
|
| | |
|
| 0029 4461.24 | 75.00 | 1.000 | 75.00
|
| INSTALL 24" CONCRETE FLARED-END SECTION | EACH | 1.000 | 75.00
|
| | | 1.000 | 75.00
|
| | 1.000 | 75.00
|
| | |
|
| 0030 4461.36 | 75.00 | 1.000 | 75.00
|
| INSTALL 36" CONCRETE FLARED-END SECTION | EACH | 1.000 | 75.00
|
| | | 1.000 | 75.00
|
| | 0.000 | 0.00
|
| | |
|
| 0031 8029.04 | 3.00 | 1,151.000 | 3,453.00
|
| AGGREGATE FOUNDATION COURSE 4" | SY | 1,151.000 | 3,453.00
|
| | | 1,210.040 | 3,630.12
|
| | 0.000 | 0.00
|
| | |
|
| 0032 9170.00 | 125.00 | 7.419 | 927.38
|
| EARTH SHOULDER CONSTRUCTION | STA | 7.419 | 927.38
|
| | | 7.419 | 927.38
|
| | 0.000 | 0.00
|
| | |
|
| 0033 9173.20 | 1.50 | 1,151.000 | 1,726.50
|
| SUBGRADE PREPARATION | SY | 1,151.000 | 1,726.50
|
| | | 1,210.040 | 1,815.07
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 3 CONCRETE PAVEMENT | | Contracted | 69,000.00
|
| | Current | 69,000.00
|
| | In place | 67,923.94
|
| | This Estimate | 2,758.91
|
| | |
|
| Totals for contract | | Contracted | 69,000.00
|
|---|
| | Current | 69,000.00
|
|---|
| | In place | 67,923.94
|
|---|
| | This Estimate | 2,758.91
|
|---|