| | | 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 1 GRADING | | |
|
0001 0030.10 | 2,875.00 | 1.000 | 2,875.00
|
MOBILIZATION | LS | 1.000 | 2,875.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 1009.00 | 690.00 | 1.000 | 690.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 690.00
|
| | 1.000 | 690.00
|
| | 1.000 | 690.00
|
| | |
|
0003 1011.00 | 2.30 | 100.000 | 230.00
|
WATER | MGAL | 100.000 | 230.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1030.00 | 3.25 | 4,773.000 | 15,512.25
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 4,773.000 | 15,512.25
|
| | 700.000 | 2,275.00
|
| | 700.000 | 2,275.00
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| | |
|
0005 1102.00 | 4.60 | 256.000 | 1,177.60
|
REMOVE ASPHALT SURFACE | SY | 256.000 | 1,177.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0006 2001.00 | 15.99 | 115.000 | 1,838.85
|
GRAVEL SURFACE COURSE | CY | 115.000 | 1,838.85
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0007 3075.32 | 44.35 | 187.000 | 8,293.45
|
8" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 187.000 | 8,293.45
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0008 L006.00 | 230.00 | 3.000 | 690.00
|
COVER CROP SEEDING | ACRE | 3.000 | 690.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 1 GRADING | | Contracted | 31,307.15
|
| | Current | 31,307.15
|
| | In place | 2,965.00
|
| | This Estimate | 2,965.00
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| | |
|
GROUP 4 CULVERTS | | |
|
0009 0030.40 | 2,553.00 | 1.000 | 2,553.00
|
MOBILIZATION | LS | 1.000 | 2,553.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0010 4045.00 | 1,667.50 | 1.000 | 1,667.50
|
REMOVE STRUCTURE | EACH | 1.000 | 1,667.50
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AT STA. 5+85 | | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
|
0011 4050.01 | 9.71 | 231.000 | 2,243.01
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 231.000 | 2,243.01
|
| | 231.000 | 2,243.01
|
| | 231.000 | 2,243.01
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| | |
|
0012 4100.06 | 514.82 | 8.160 | 4,200.93
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CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL | CY | 8.160 | 4,200.93
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0013 4150.00 | 1.29 | 610.000 | 786.90
|
REINFORCING STEEL FOR HEADWALL | LB | 610.000 | 786.90
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0014 4300.24 | 16.67 | 118.000 | 1,967.06
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24" CULVERT PIPE | LF | 118.000 | 1,967.06
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| | 118.000 | 1,967.06
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| | 118.000 | 1,967.06
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| | |
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0015 4300.60 | 63.77 | 116.000 | 7,397.32
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60" CULVERT PIPE | LF | 116.000 | 7,397.32
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0016 4310.24 | 210.83 | 3.000 | 632.49
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24" FLARED-END SECTION | EACH | 3.000 | 632.49
|
| | 3.000 | 632.49
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| | 3.000 | 632.49
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| | |
|
GROUP 4 CULVERTS | | Contracted | 21,448.21
|
| | Current | 21,448.21
|
| | In place | 4,842.56
|
| | This Estimate | 4,842.56
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| | |
|
GROUP 6 BRIDGE AT STA. 1+35 | | |
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0017 0030.60 | 24,265.00 | 1.000 | 24,265.00
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MOBILIZATION | LS | 1.000 | 24,265.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0018 1043.50 | 1.35 | 705.000 | 951.75
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RIPRAP FILTER FABRIC | SY | 705.000 | 951.75
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
|
0019 3050.15 | 262.89 | 40.800 | 10,725.91
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CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 40.800 | 10,725.91
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0020 3051.10 | 0.97 | 4,550.000 | 4,413.50
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EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 4,550.000 | 4,413.50
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0021 6000.10 | 1,725.00 | 1.000 | 1,725.00
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ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 1,725.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0022 6000.11 | 1,725.00 | 1.000 | 1,725.00
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ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 1,725.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0023 6005.35 | 54.63 | 28.000 | 1,529.64
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PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 28.000 | 1,529.64
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
|
0024 6005.78 | 692.30 | 4.000 | 2,769.20
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EXPANSION BEARING, TFE TYPE | EACH | 4.000 | 2,769.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0025 6005.83 | 570.40 | 4.000 | 2,281.60
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FIXED BEARING | EACH | 4.000 | 2,281.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0026 6010.22 | 374.25 | 102.500 | 38,360.63
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CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 102.500 | 38,360.63
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0027 6010.26 | 388.99 | 84.700 | 32,947.45
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CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 84.700 | 32,947.45
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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0028 6020.00 | 0.68 | 22,200.000 | 15,096.00
|
REINFORCING STEEL FOR BRIDGE | LB | 22,200.000 | 15,096.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0029 6040.00 | 2,530.00 | 1.000 | 2,530.00
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REMOVE STRUCTURE | EACH | 1.000 | 2,530.00
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AT STA. 1+29 | | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0030 6071.12 | 37,158.80 | 1.000 | 37,158.80
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STEEL SUPERSTRUCTURE | LS | 1.000 | 37,158.80
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AT STA. 1+35 | | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0031 6080.00 | 1.52 | 2,265.000 | 3,442.80
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 2,265.000 | 3,442.80
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0032 6105.02 | 39.96 | 562.000 | 22,457.52
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ROCK RIPRAP, TYPE B | TON | 562.000 | 22,457.52
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0033 6200.00 | 25.67 | 680.000 | 17,455.60
|
CONCRETE PILING | LF | 680.000 | 17,455.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0034 6310.00 | 12.74 | 1,935.000 | 24,651.90
|
STEEL SHEET PILING | SF | 1,935.000 | 24,651.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 6 BRIDGE AT STA. 1+35 | | Contracted | 244,487.30
|
| | Current | 244,487.30
|
| | In place | 0.00
|
| | This Estimate | 0.00
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| | |
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GROUP 7 GUARDRAIL | | |
|
0035 0030.70 | 874.00 | 1.000 | 874.00
|
MOBILIZATION | LS | 1.000 | 874.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 7011.20 | 20.15 | 137.500 | 2,770.63
|
W-BEAM GUARDRAIL | LF | 137.500 | 2,770.63
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0037 7020.00 | 1,392.65 | 4.000 | 5,570.60
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BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,570.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0038 7024.27 | 1,829.65 | 4.000 | 7,318.60
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GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 7,318.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 7 GUARDRAIL | | Contracted | 16,533.83
|
| | Current | 16,533.83
|
| | In place | 0.00
|
| | This Estimate | 0.00
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GROUP 10 GENERAL ITEMS | | |
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0039 0001.08 | 0.50 | 10.000 | 5.00
|
BARRICADE, TYPE II | BDAY | 10.000 | 5.00
|
| | 137.000 | 68.50
|
| | 137.000 | 68.50
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0040 0001.10 | 2.30 | 1,332.000 | 3,063.60
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BARRICADE, TYPE III | BDAY | 1,332.000 | 3,063.60
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| | 240.000 | 552.00
|
| | 240.000 | 552.00
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0041 0001.90 | 0.58 | 1,776.000 | 1,030.08
|
SIGN DAY | EACH | 1,776.000 | 1,030.08
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| | 200.000 | 116.00
|
| | 200.000 | 116.00
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0042 0001.98 | 0.29 | 666.000 | 193.14
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CONTRACTOR FURNISHED SIGN | EACH | 666.000 | 193.14
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0043 0003.10 | 287.50 | 4.000 | 1,150.00
|
FLAGGING | DAY | 4.000 | 1,150.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0044 0030.00 | 345.00 | 1.000 | 345.00
|
MOBILIZATION | LS | 1.000 | 345.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
GROUP 10 GENERAL ITEMS | | Contracted | 5,786.82
|
| | Current | 5,786.82
|
| | In place | 736.50
|
| | This Estimate | 736.50
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Totals for contract | | Contracted | 319,563.31
|
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| | Current | 319,563.31
|
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| | In place | 8,544.06
|
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| | This Estimate | 8,544.06
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