| | | 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 | 1,000.00 | 0.200 | 200.00
|
| COVER CROP SEEDING | ha | 0.200 | 200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 0030.10 | 3,500.00 | 1.000 | 3,500.00
|
| MOBILIZATION | LS | 1.000 | 3,500.00
|
| | | 1.000 | 3,500.00
|
| | 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
|
| | 0.250 | 625.00
|
| | |
|
| 0004 1010.01 | 15.00 | 1,348.000 | 20,220.00
|
| EXCAVATION (ESTABLISHED QUANTITY) | m3 | 1,348.000 | 20,220.00
|
| | | 1,348.000 | 20,220.00
|
| | 548.000 | 8,220.00
|
| | |
|
| 0005 1101.00 | 8.00 | 48.000 | 384.00
|
| REMOVE PAVEMENT | m2 | 48.000 | 384.00
|
| | | 48.000 | 384.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 1102.00 | 8.00 | 133.000 | 1,064.00
|
| REMOVE ASPHALT SURFACE | m2 | 133.000 | 1,064.00
|
| | | 133.000 | 1,064.00
|
| | 0.000 | 0.00
|
| | |
|
| 0007 1103.00 | 8.00 | 167.000 | 1,336.00
|
| REMOVE BRICK SURFACE | m2 | 167.000 | 1,336.00
|
| | | 167.000 | 1,336.00
|
| | 7.000 | 56.00
|
| | |
|
| 0008 1107.00 | 8.00 | 16.000 | 128.00
|
| REMOVE WALK | m2 | 16.000 | 128.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 1109.00 | 16.00 | 19.000 | 304.00
|
| REMOVE CURB | m | 19.000 | 304.00
|
| | | 19.000 | 304.00
|
| | 0.000 | 0.00
|
| | |
|
| 0010 1114.10 | 1,200.00 | 8.800 | 10,560.00
|
| REMOVE RETAINING WALL | m | 8.800 | 10,560.00
|
| | | 8.800 | 10,560.00
|
| | 0.000 | 0.00
|
| | |
|
| 0011 1119.01 | 300.00 | 1.000 | 300.00
|
| REMOVE GRATE INLET | EACH | 1.000 | 300.00
|
| | | 1.000 | 300.00
|
| | 0.000 | 0.00
|
| | |
|
| 0012 3016.21 | 33.00 | 35.000 | 1,155.00
|
| CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 35.000 | 1,155.00
|
| | | 24.100 | 795.30
|
| | 24.100 | 795.30
|
| | |
|
| 0013 4002.00 | 5.00 | 57.000 | 285.00
|
| CAST IRON COVER AND FRAME | kg | 57.000 | 285.00
|
| | | 57.000 | 285.00
|
| | 57.000 | 285.00
|
| | |
|
| 0014 4018.50 | 400.00 | 1.000 | 400.00
|
| TAPPING EXISTING PIPE | EACH | 1.000 | 400.00
|
| | | 1.000 | 400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 4105.59 | 800.00 | 1.790 | 1,432.00
|
| CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 1.790 | 1,432.00
|
| | | 1.790 | 1,432.00
|
| | 0.690 | 552.00
|
| | |
|
| 0016 4155.50 | 2.00 | 55.000 | 110.00
|
| REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 55.000 | 110.00
|
| | | 55.000 | 110.00
|
| | 55.000 | 110.00
|
| | |
|
| 0017 4600.12 | 95.00 | 19.100 | 1,814.50
|
| 300 mm REINFORCED CONCRETE SEWER PIPE | m | 19.100 | 1,814.50
|
| | | 19.100 | 1,814.50
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 1 GRADING | | Contracted | 45,692.50
|
| | Current | 45,692.50
|
| | In place | 45,004.80
|
| | This Estimate | 10,643.30
|
| | |
|
| GROUP 6 BRIDGE AT STA. 1+29.54 | | |
|
| 0018 0030.60 | 15,000.00 | 1.000 | 15,000.00
|
| MOBILIZATION | LS | 1.000 | 15,000.00
|
| | | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 3050.15 | 290.00 | 97.100 | 28,159.00
|
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 97.100 | 28,159.00
|
| | | 97.100 | 28,159.00
|
| | 14.180 | 4,112.20
|
| | |
|
| 0020 3051.10 | 1.42 | 5,577.000 | 7,919.34
|
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 5,577.000 | 7,919.34
|
| | | 5,577.000 | 7,919.34
|
| | 330.000 | 468.60
|
| | |
|
| 0021 6000.10 | 2,500.00 | 1.000 | 2,500.00
|
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,500.00
|
| | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 6000.11 | 2,500.00 | 1.000 | 2,500.00
|
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,500.00
|
| | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0023 6001.50 | 3,000.00 | 1.000 | 3,000.00
|
| BENT NO.1 EXCAVATION | LS | 1.000 | 3,000.00
|
| | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0024 6001.51 | 3,000.00 | 1.000 | 3,000.00
|
| BENT NO.2 EXCAVATION | LS | 1.000 | 3,000.00
|
| | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0025 6010.22 | 448.00 | 95.470 | 42,770.56
|
| CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 95.470 | 42,770.56
|
| | | 95.470 | 42,770.55
|
| | -0.107 | -47.94
|
| | |
|
| 0026 6010.26 | 430.00 | 139.860 | 60,139.80
|
| CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 139.860 | 60,139.80
|
| | | 139.860 | 60,139.80
|
| | 11.330 | 4,871.90
|
| | |
|
| 0027 6020.00 | 1.42 | 23,966.000 | 34,031.72
|
| REINFORCING STEEL FOR BRIDGE | kg | 23,966.000 | 34,031.72
|
| | | 24,055.000 | 34,158.10
|
| | 1,609.000 | 2,284.78
|
| | |
|
| 0028 6040.00 | 11,000.00 | 1.000 | 11,000.00
|
| REMOVE STRUCTURE | EACH | 1.000 | 11,000.00
|
| AT STA. 1+28.63 | | 1.000 | 11,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0029 6080.00 | 7.80 | 409.000 | 3,190.20
|
| STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 409.000 | 3,190.20
|
| | | 409.000 | 3,190.20
|
| | 0.000 | 0.00
|
| | |
|
| 0030 6105.02 | 42.00 | 265.000 | 11,130.00
|
| ROCK RIPRAP, TYPE B | Mg | 265.000 | 11,130.00
|
| | | 295.610 | 12,415.62
|
| | 135.610 | 5,695.62
|
| | |
|
| 0031 6200.00 | 95.00 | 402.400 | 38,228.00
|
| CONCRETE PILING | m | 402.400 | 38,228.00
|
| | | 402.400 | 38,228.00
|
| | 0.000 | 0.00
|
| | |
|
| 0032 6310.00 | 116.00 | 207.000 | 24,012.00
|
| STEEL SHEET PILING | m2 | 207.000 | 24,012.00
|
| | | 284.872 | 33,045.15
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 1+29.54 | | Contracted | 286,580.62
|
| | Current | 286,580.62
|
| | In place | 297,025.76
|
| | This Estimate | 17,385.16
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0033 0030.70 | 550.00 | 1.000 | 550.00
|
| MOBILIZATION | LS | 1.000 | 550.00
|
| | | 1.000 | 550.00
|
| | 1.000 | 550.00
|
| | |
|
| 0034 7020.00 | 1,100.00 | 2.000 | 2,200.00
|
| BRIDGE APPROACH SECTIONS | EACH | 2.000 | 2,200.00
|
| | | 2.000 | 2,200.00
|
| | 2.000 | 2,200.00
|
| | |
|
| 0035 7021.47 | 1,275.00 | 2.000 | 2,550.00
|
| MELT | EACH | 2.000 | 2,550.00
|
| | | 2.000 | 2,550.00
|
| | 2.000 | 2,550.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 5,300.00
|
| | Current | 5,300.00
|
| | In place | 5,300.00
|
| | This Estimate | 5,300.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0036 0001.08 | 0.50 | 150.000 | 75.00
|
| BARRICADE, TYPE II | BDAY | 150.000 | 75.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0037 0001.10 | 1.50 | 1,112.000 | 1,668.00
|
| BARRICADE, TYPE III | BDAY | 1,112.000 | 1,668.00
|
| | | 1,629.000 | 2,443.50
|
| | 218.000 | 327.00
|
| | |
|
| 0038 0001.30 | 0.95 | 278.000 | 264.10
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 278.000 | 264.10
|
| | | 58.000 | 55.10
|
| | 0.000 | 0.00
|
| | |
|
| 0039 0001.90 | 0.85 | 1,679.000 | 1,427.15
|
| SIGN DAY | EACH | 1,679.000 | 1,427.15
|
| | | 1,962.000 | 1,667.70
|
| | 255.000 | 216.75
|
| | |
|
| 0040 0003.10 | 180.00 | 16.000 | 2,880.00
|
| FLAGGING | DAY | 16.000 | 2,880.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0041 0030.00 | 550.00 | 1.000 | 550.00
|
| MOBILIZATION | LS | 1.000 | 550.00
|
| | | 1.000 | 550.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 6,864.25
|
| | Current | 6,864.25
|
| | In place | 4,716.30
|
| | This Estimate | 543.75
|
| | |
|
| Totals for contract | | Contracted | 344,437.37
|
|---|
| | Current | 344,437.37
|
|---|
| | In place | 352,046.86
|
|---|
| | This Estimate | 33,872.21
|
|---|