Line
Number | Item | Description | Unit | Quantity |
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) | LUMP | 1 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | LUMP | 1 |
| 0003 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | SQYD | 8,711 |
| 0004 | 202-02-04501 | Removal of Bridge STA 19.38, 46' x 24' Timber Bridge | LUMP | 1 |
| 0005 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | LNFT | 208.9 |
| 0006 | 202-02-06090 | Removal of Concrete Revetment | LUMP | 1 |
| 0007 | 202-02-06100 | Removal of Concrete Walks and Drives | SQYD | 372 |
| 0008 | 203-01-00100 | General Excavation | CUYD | 764 |
| 0009 | 203-04-00300 | Nonplastic Embankment (Stone) | CUYD | 20 |
| 0010 | 203-05-00100 | Excavation and Embankment | LUMP | 1 |
| 0011 | 203-07-00100 | Borrow (Vehicular Measurement) | CUYD | 1,999 |
| 0012 | 203-08-00100 | Geotextile Fabric | SQYD | 134 |
| 0013 | 203-10-00100 | Cleaning Existing Ditches | LNFT | 605 |
| 0014 | 204-02-00100 | Temporary Hay Bales | EACH | 56 |
| 0015 | 204-06-00100 | Temporary Silt Fencing | LNFT | 1,080 |
| 0016 | 302-02-04070 | Class II Base Course (4" Thick) (Crushed Stone or Recycled Portland Cement Concrete) | SQYD | 183.3 |
| 0017 | 302-02-10060 | Class II Base Course (10" Thick) (Crushed Stone, Recycled Portland Cement Concrete, Blended Calcium Sulfate) | SQYD | 8,988.5 |
| 0018 | 304-01-00100 | Lime | TON | 32.6 |
| 0019 | 304-05-00100 | Lime Treatment (Type E) | SQYD | 2,300 |
| 0020 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 428 |
| 0021 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 560 |
| 0022 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 150 |
| 0023 | 502-01-00100 | Asphalt Concrete | TON | 4,145.9 |
| 0024 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 721.4 |
| 0025 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 21,487 |
| 0026 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | SQYD | 950 |
| 0027 | 510-05-00100 | Pavement Widening 12 inch Minimum Thickness | TON | 420.2 |
| 0028 | 701-01-01100 | Cross Drain Pipe (54" RCP) | LNFT | 68 |
| 0029 | 701-01-01120 | Cross Drain Pipe (60" RCP) | LNFT | 104 |
| 0030 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | LNFT | 42 |
| 0031 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | LNFT | 40 |
| 0032 | 701-02-01080 | Cross Drain Pipe Arch (48" Equiv. RCPA) | LNFT | 40 |
| 0033 | 701-04-01000 | Storm Drain Pipe Arch (15" Equiv. RCPA) | LNFT | 48 |
| 0034 | 701-04-01020 | Storm Drain Pipe Arch (18" Equiv. RCPA) | LNFT | 270 |
| 0035 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | LNFT | 24 |
| 0036 | 701-06-01020 | Side Drain Pipe Arch (18" Equiv. RCPA/CMPA) | LNFT | 140 |
| 0037 | 701-06-01060 | Side Drain Pipe Arch (30" Equiv. RCPA/CMPA) | LNFT | 125 |
| 0038 | 701-15-00100 | Concrete Collar | EACH | 2 |
| 0039 | 702-02-00200 | Manholes (R-CB-11) | EACH | 1 |
| 0040 | 702-03-00100 | Catch Basins (CB-01) | EACH | 5 |
| 0041 | 702-03-00500 | Catch Basins (CB-06) | EACH | 1 |
| 0042 | 702-04-00100 | Adjusting Manholes | EACH | 6 |
| 0043 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 225 |
| 0044 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 4 |
| 0045 | 706-02-00200 | Concrete Drive (6" Thick) | SQYD | 12.2 |
| 0046 | 706-02-00400 | Concrete Drive (10" Thick) | SQYD | 52.8 |
| 0047 | 707-03-00100 | Combination Concrete Curb and Gutter | LNFT | 657 |
| 0048 | 710-01-00100 | Flowable Fill | CUYD | 278 |
| 0049 | 711-01-03020 | Riprap (30 lb, 18" Thick) | SQYD | 120 |
| 0050 | 711-01-05000 | Riprap (130 lb, 24" Thick) | SQYD | 37 |
| 0051 | 711-04-00100 | Geotextile Fabric | SQYD | 157 |
| 0052 | 712-01-00300 | Concrete Cast-in-Place Revetment (6" Thick) | SQYD | 67 |
| 0053 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0054 | 713-02-00500 | Temporary Pavement Markings (24" Width) | LNFT | 311 |
| 0055 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | MILE | 4.7 |
| 0056 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | MILE | 9.4 |
| 0057 | 713-11-00100 | Portable Changeable Message Signs | EACH | 2 |
| 0058 | 716-01-00100 | Mulch (Vegetative) | TON | 3.8 |
| 0059 | 717-01-00100 | Seeding | LB | 57 |
| 0060 | 718-01-00100 | Fertilizer | LB | 1,900 |
| 0061 | 724-03-00100 | Rumble Strips (Intersection) | EACH | 1 |
| 0062 | 726-01-00100 | Bedding Material | CUYD | 246.6 |
| 0063 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0064 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 22 |
| 0065 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 420 |
| 0066 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | LNFT | 311 |
| 0067 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 6.36 |
| 0068 | 735-01-00100 | Mailboxes | EACH | 63 |
| 0069 | 735-02-00100 | Mailbox Supports (Single) | EACH | 63 |
| 0070 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0071 | 741-11-00100 | Adjusting Water Valve | EACH | 3 |
| 0072 | 742-02-00100 | Adjusting Sanitary Sewer House Connections | EACH | 2 |
| 0073 | 805-15-01800 | Reinforced Concrete Box Culverts (Precast) (8' x 7') | LNFT | 120 |
| 0074 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall 8' x 7' RCB (quantity of steel =1,269 Pounds, quantity of concrete= 18.28 Cubic Yards) | EACH | 2 |
| 0075 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall RCP Pipe Headwall (41.92' x 7.00') (quantity of steel =1,105 Pounds, quantity of concrete= 17.49 Cubic) | EACH | 1 |
| 0076 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 4,068 |
| 0077 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | INLF | 3,578 |
| 0078 | NS-702-00100 | Paved Gutter Drain | EACH | 4 |
| 0079 | TS-300-00060 | Triaxial Geogrid | SQYD | 8,989 |
| 0080 | TS-MSC-18080 | Concrete Root Barrier | LF | 250 |