| | | 1. Contracted
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| | | 2. Current
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| | | 3. To date
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Item Nbr Item Code | Unit Price | | 4. This Est
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Item Description | Units | Qty | Amount
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GROUP 4 CULVERT | | |
|
0001 0030.40 | 2,200.00 | 1.000 | 2,200.00
|
MOBILIZATION | LS | 1.000 | 2,200.00
|
| | 1.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
0002 4017.00 | 1,600.00 | 1.000 | 1,600.00
|
TAPPING EXISTING MANHOLE | EACH | 1.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 4040.00 | 130.00 | 1.000 | 130.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 1.000 | 130.00
|
| | 1.000 | 130.00
|
| | 0.000 | 0.00
|
| | |
|
0004 4043.50 | 9.00 | 26.000 | 234.00
|
REMOVE SEWER PIPE | LF | 26.000 | 234.00
|
| | 65.000 | 585.00
|
| | 0.000 | 0.00
|
| | |
|
0005 4100.06 | 1,040.00 | 2.700 | 2,808.00
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL | CY | 2.700 | 2,808.00
|
| | 2.700 | 2,808.00
|
| | 0.000 | 0.00
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| | |
|
0006 4130.06 | 1,230.00 | 0.140 | 172.20
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR PIPE CULVERT PLUG | CY | 0.140 | 172.20
|
| | 0.280 | 344.40
|
| | 0.000 | 0.00
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| | |
|
0007 4150.00 | 0.69 | 290.000 | 200.10
|
REINFORCING STEEL FOR HEADWALL | LB | 290.000 | 200.10
|
| | 290.000 | 200.10
|
| | 0.000 | 0.00
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| | |
|
0008 4600.18 | 48.00 | 380.000 | 18,240.00
|
18" REINFORCED CONCRETE SEWER PIPE | LF | 380.000 | 18,240.00
|
| | 380.000 | 18,240.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 4 CULVERT | | Contracted | 25,584.30
|
| | Current | 25,584.30
|
| | In place | 24,507.50
|
| | This Estimate | 0.00
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| | |
|
GROUP 6 BRIDGE AT STA. 14+70 | | |
|
0009 0030.60 | 32,000.00 | 1.000 | 32,000.00
|
MOBILIZATION | LS | 1.000 | 32,000.00
|
| | 1.000 | 32,000.00
|
| | 0.000 | 0.00
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| | |
|
0010 1010.01 | 5.00 | 599.000 | 2,995.00
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 599.000 | 2,995.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0011 1043.50 | 1.75 | 885.000 | 1,548.75
|
RIPRAP FILTER FABRIC | SY | 885.000 | 1,548.75
|
| | 433.000 | 757.75
|
| | 150.000 | 262.50
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| | |
|
0012 3050.15 | 190.00 | 165.300 | 31,407.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 165.300 | 31,407.00
|
| | 37.140 | 7,056.60
|
| | 0.000 | 0.00
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| | |
|
0013 3051.10 | 0.55 | 18,135.000 | 9,974.25
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 18,135.000 | 9,974.25
|
| | 4,047.000 | 2,225.85
|
| | 0.000 | 0.00
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| | |
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0014 6000.10 | 3,600.00 | 1.000 | 3,600.00
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ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 3,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0015 6000.11 | 3,600.00 | 1.000 | 3,600.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 3,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0016 6000.60 | 8,000.00 | 1.000 | 8,000.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
|
| | 0.000 | 0.00
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| | |
|
0017 6000.61 | 8,000.00 | 1.000 | 8,000.00
|
PIER NO.2 EXCAVATION | LS | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
|
| | 0.000 | 0.00
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| | |
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0018 6000.62 | 8,000.00 | 1.000 | 8,000.00
|
PIER NO.3 EXCAVATION | LS | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
|
| | 0.000 | 0.00
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| | |
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0019 6000.63 | 8,000.00 | 1.000 | 8,000.00
|
PIER NO.4 EXCAVATION | LS | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
|
| | 0.000 | 0.00
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| | |
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0020 6000.64 | 8,000.00 | 1.000 | 8,000.00
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PIER NO.5 EXCAVATION | LS | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
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| | 0.000 | 0.00
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| | |
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0021 6000.65 | 8,000.00 | 1.000 | 8,000.00
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PIER NO.6 EXCAVATION | LS | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
|
| | 0.000 | 0.00
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| | |
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0022 6000.66 | 8,000.00 | 1.000 | 8,000.00
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PIER NO.7 EXCAVATION | LS | 1.000 | 8,000.00
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| | 1.000 | 8,000.00
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| | 0.000 | 0.00
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| | |
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0023 6000.67 | 8,000.00 | 1.000 | 8,000.00
|
PIER NO.8 EXCAVATION | LS | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
|
| | 0.000 | 0.00
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| | |
|
0024 6000.68 | 8,000.00 | 1.000 | 8,000.00
|
PIER NO.9 EXCAVATION | LS | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
|
| | 0.000 | 0.00
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| | |
|
0025 6005.35 | 89.00 | 100.500 | 8,944.50
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 100.500 | 8,944.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0026 6005.78 | 1,065.00 | 64.000 | 68,160.00
|
EXPANSION BEARING, TFE TYPE | EACH | 64.000 | 68,160.00
|
| | 56.000 | 59,640.00
|
| | 8.000 | 8,520.00
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| | |
|
0027 6005.83 | 232.00 | 16.000 | 3,712.00
|
FIXED BEARING | EACH | 16.000 | 3,712.00
|
| | 16.000 | 3,712.00
|
| | 0.000 | 0.00
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| | |
|
0028 6010.22 | 287.50 | 662.500 | 190,468.75
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CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 662.500 | 190,468.75
|
| | 649.060 | 186,604.78
|
| | 37.000 | 10,637.50
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| | |
|
0029 6010.26 | 285.00 | 974.400 | 277,704.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 974.400 | 277,704.00
|
| | 373.370 | 106,410.45
|
| | 28.260 | 8,054.10
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| | |
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0030 6011.11 | 568,000.00 | 1.000 | 568,000.00
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PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 568,000.00
|
AT STA. 14+70 | | 0.900 | 511,200.00
|
| | 0.100 | 56,800.00
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| | |
|
0031 6080.00 | 1.69 | 8,245.000 | 13,934.05
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 8,245.000 | 13,934.05
|
| | 3,175.000 | 5,365.75
|
| | 0.000 | 0.00
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| | |
|
0032 6095.00 | 510.00 | 30.000 | 15,300.00
|
STEEL DIAPHRAGM | EACH | 30.000 | 15,300.00
|
| | 27.000 | 13,770.00
|
| | 3.000 | 1,530.00
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| | |
|
0033 6105.02 | 33.00 | 761.000 | 25,113.00
|
ROCK RIPRAP, TYPE B | TON | 761.000 | 25,113.00
|
| | 570.000 | 18,810.00
|
| | 189.500 | 6,253.50
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| | |
|
0034 6131.50 | 0.55 | 258,990.000 | 142,444.50
|
EPOXY COATED REINFORCING STEEL | LB | 258,990.000 | 142,444.50
|
| | 133,370.000 | 73,353.50
|
| | 6,993.000 | 3,846.15
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| | |
|
0035 6200.00 | 28.50 | 6,500.000 | 185,250.00
|
CONCRETE PILING | LF | 6,500.000 | 185,250.00
|
| | 7,551.000 | 215,203.50
|
| | 0.000 | 0.00
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| | |
|
0036 6251.00 | 4,000.00 | 2.000 | 8,000.00
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TEST PILE | EACH | 2.000 | 8,000.00
|
| | 2.000 | 8,000.00
|
| | 0.000 | 0.00
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| | |
|
0037 6310.00 | 12.50 | 2,601.000 | 32,512.50
|
STEEL SHEET PILING | SF | 2,601.000 | 32,512.50
|
| | 2,601.000 | 32,512.50
|
| | 0.000 | 0.00
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| | |
|
GROUP 6 BRIDGE AT STA. 14+70 | | Contracted | 1,696,668.30
|
| | Current | 1,696,668.30
|
| | In place | 1,348,622.68
|
| | This Estimate | 95,903.75
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GROUP 7 GUARDRAIL | | |
|
0038 0030.70 | 500.00 | 1.000 | 500.00
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MOBILIZATION | LS | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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0039 7020.00 | 1,006.00 | 4.000 | 4,024.00
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BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,024.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0040 7021.45 | 845.00 | 4.000 | 3,380.00
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BREAKAWAY CABLE TERMINAL | EACH | 4.000 | 3,380.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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GROUP 7 GUARDRAIL | | Contracted | 7,904.00
|
| | Current | 7,904.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
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GROUP 9 BITUMINOUS | | |
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0041 0030.90 | 14,500.00 | 1.000 | 14,500.00
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MOBILIZATION | LS | 1.000 | 14,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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0042 2001.00 | 14.38 | 320.000 | 4,601.60
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GRAVEL SURFACE COURSE | CY | 320.000 | 4,601.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0043 4015.00 | 800.00 | 1.000 | 800.00
|
ADJUST MANHOLE TO GRADE | EACH | 1.000 | 800.00
|
| | 1.000 | 800.00
|
| | 1.000 | 800.00
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0044 9005.30 | 28.68 | 1,430.000 | 41,012.40
|
ASPHALTIC CONCRETE, TYPE SP2(0.5) | TON | 1,430.000 | 41,012.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0045 9009.00 | 9.28 | 255.000 | 2,366.40
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PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 255.000 | 2,366.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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0046 9021.08 | 185.00 | 77.220 | 14,285.70
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PERFORMANCE GRADED BINDER (64-28) | TON | 77.220 | 14,285.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0047 9053.00 | 1.25 | 1,340.000 | 1,675.00
|
TACK COAT | GAL | 1,340.000 | 1,675.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0048 9111.00 | 8.00 | 16.000 | 128.00
|
WATER | MGAL | 16.000 | 128.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0049 9170.00 | 98.00 | 22.194 | 2,175.01
|
EARTH SHOULDER CONSTRUCTION | STA | 22.194 | 2,175.01
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0050 9173.20 | 2.38 | 3,214.000 | 7,649.32
|
SUBGRADE PREPARATION | SY | 3,214.000 | 7,649.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
GROUP 9 BITUMINOUS | | Contracted | 89,193.43
|
| | Current | 89,193.43
|
| | In place | 800.00
|
| | This Estimate | 800.00
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GROUP 10 GENERAL ITEMS | | |
|
0051 0001.10 | 2.00 | 5,952.000 | 11,904.00
|
BARRICADE, TYPE III | BDAY | 5,952.000 | 11,904.00
|
| | 2,220.000 | 4,440.00
|
| | 210.000 | 420.00
|
| | |
|
0052 0001.30 | 2.00 | 992.000 | 1,984.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 992.000 | 1,984.00
|
| | 204.000 | 408.00
|
| | 0.000 | 0.00
|
| | |
|
0053 0001.90 | 0.75 | 9,920.000 | 7,440.00
|
SIGN DAY | EACH | 9,920.000 | 7,440.00
|
| | 1,554.000 | 1,165.50
|
| | 147.000 | 110.25
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0054 0002.55 | 50.00 | 11.100 | 555.00
|
OVERLAY BROKEN LINES | STA | 11.100 | 555.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0055 0010.04 | 5,250.00 | 1.000 | 5,250.00
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FIELD OFFICE | EACH | 1.000 | 5,250.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0057 0030.10 | 500.00 | 1.000 | 500.00
|
MOBILIZATION | LS | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 28,433.00
|
| | Current | 28,433.00
|
| | In place | 6,013.50
|
| | This Estimate | 530.25
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| | |
|
Totals for contract | | Contracted | 1,847,783.03
|
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| | Current | 1,847,783.03
|
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| | In place | 1,379,943.68
|
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| | This Estimate | 97,234.00
|
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