| | | 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 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
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| GROUP 1 GRADING | | Contracted | 31,307.15
|
| | Current | 31,307.15
|
| | In place | 2,965.00
|
| | This Estimate | 2,965.00
|
| | |
|
| 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
|
| | |
|
| 0010 4045.00 | 1,667.50 | 1.000 | 1,667.50
|
| REMOVE STRUCTURE | EACH | 1.000 | 1,667.50
|
| AT STA. 5+85 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 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
|
| | |
|
| 0012 4100.06 | 514.82 | 8.160 | 4,200.93
|
| CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL | CY | 8.160 | 4,200.93
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0013 4150.00 | 1.29 | 610.000 | 786.90
|
| REINFORCING STEEL FOR HEADWALL | LB | 610.000 | 786.90
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0014 4300.24 | 16.67 | 118.000 | 1,967.06
|
| 24" CULVERT PIPE | LF | 118.000 | 1,967.06
|
| | | 118.000 | 1,967.06
|
| | 118.000 | 1,967.06
|
| | |
|
| 0015 4300.60 | 63.77 | 116.000 | 7,397.32
|
| 60" CULVERT PIPE | LF | 116.000 | 7,397.32
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 4310.24 | 210.83 | 3.000 | 632.49
|
| 24" FLARED-END SECTION | EACH | 3.000 | 632.49
|
| | | 3.000 | 632.49
|
| | 3.000 | 632.49
|
| | |
|
| GROUP 4 CULVERTS | | Contracted | 21,448.21
|
| | Current | 21,448.21
|
| | In place | 4,842.56
|
| | This Estimate | 4,842.56
|
| | |
|
| GROUP 6 BRIDGE AT STA. 1+35 | | |
|
| 0017 0030.60 | 24,265.00 | 1.000 | 24,265.00
|
| MOBILIZATION | LS | 1.000 | 24,265.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 1043.50 | 1.35 | 705.000 | 951.75
|
| RIPRAP FILTER FABRIC | SY | 705.000 | 951.75
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 3050.15 | 262.89 | 40.800 | 10,725.91
|
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 40.800 | 10,725.91
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 3051.10 | 0.97 | 4,550.000 | 4,413.50
|
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 4,550.000 | 4,413.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0021 6000.10 | 1,725.00 | 1.000 | 1,725.00
|
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 1,725.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 6000.11 | 1,725.00 | 1.000 | 1,725.00
|
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 1,725.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0023 6005.35 | 54.63 | 28.000 | 1,529.64
|
| PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 28.000 | 1,529.64
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0024 6005.78 | 692.30 | 4.000 | 2,769.20
|
| EXPANSION BEARING, TFE TYPE | EACH | 4.000 | 2,769.20
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0025 6005.83 | 570.40 | 4.000 | 2,281.60
|
| FIXED BEARING | EACH | 4.000 | 2,281.60
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0026 6010.22 | 374.25 | 102.500 | 38,360.63
|
| CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 102.500 | 38,360.63
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0027 6010.26 | 388.99 | 84.700 | 32,947.45
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 84.700 | 32,947.45
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 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
|
| | |
|
| 0029 6040.00 | 2,530.00 | 1.000 | 2,530.00
|
| REMOVE STRUCTURE | EACH | 1.000 | 2,530.00
|
| AT STA. 1+29 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0030 6071.12 | 37,158.80 | 1.000 | 37,158.80
|
| STEEL SUPERSTRUCTURE | LS | 1.000 | 37,158.80
|
| AT STA. 1+35 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 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
|
| | 0.000 | 0.00
|
| | |
|
| 0032 6105.02 | 39.96 | 562.000 | 22,457.52
|
| ROCK RIPRAP, TYPE B | TON | 562.000 | 22,457.52
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| GROUP 6 BRIDGE AT STA. 1+35 | | Contracted | 244,487.30
|
| | Current | 244,487.30
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| 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
|
| | |
|
| 0037 7020.00 | 1,392.65 | 4.000 | 5,570.60
|
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,570.60
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0038 7024.27 | 1,829.65 | 4.000 | 7,318.60
|
| GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 7,318.60
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 16,533.83
|
| | Current | 16,533.83
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 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
|
| | |
|
| 0040 0001.10 | 2.30 | 1,332.000 | 3,063.60
|
| BARRICADE, TYPE III | BDAY | 1,332.000 | 3,063.60
|
| | | 240.000 | 552.00
|
| | 240.000 | 552.00
|
| | |
|
| 0041 0001.90 | 0.58 | 1,776.000 | 1,030.08
|
| SIGN DAY | EACH | 1,776.000 | 1,030.08
|
| | | 200.000 | 116.00
|
| | 200.000 | 116.00
|
| | |
|
| 0042 0001.98 | 0.29 | 666.000 | 193.14
|
| CONTRACTOR FURNISHED SIGN | EACH | 666.000 | 193.14
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 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
|
| | |
|
| 0044 0030.00 | 345.00 | 1.000 | 345.00
|
| MOBILIZATION | LS | 1.000 | 345.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 5,786.82
|
| | Current | 5,786.82
|
| | In place | 736.50
|
| | This Estimate | 736.50
|
| | |
|
| Totals for contract | | Contracted | 319,563.31
|
|---|
| | Current | 319,563.31
|
|---|
| | In place | 8,544.06
|
|---|
| | This Estimate | 8,544.06
|
|---|