Line
Number | Item | Description | Unit | Quantity |
| 0001 | 201-01-00100 | Clearing and Grubbing Site 1 | LUMP | 1 |
| 0002 | 201-01-00100 | Clearing and Grubbing Site 2 | LUMP | 1 |
| 0003 | 201-01-00100 | Clearing and Grubbing Site 3 | LUMP | 1 |
| 0004 | 201-01-00100 | Clearing and Grubbing Site 4 | LUMP | 1 |
| 0005 | 202-01-00100 | Removal of Structures and Obstructions | LUMP | 1 |
| 0006 | 202-02-00030 | Removal of Existing Water Main | LNFT | 1,200 |
| 0007 | 202-02-02020 | Removal of Asphalt Pavement (REMOVAL OF EXISTING BASE IS INCLUDED) | SQYD | 16,816.6 |
| 0008 | 202-02-04501 | Removal of Bridge (STR. NO. 08351150103341) (STA. 116+78.36; 19.5' x 191' Timber Trestle Bridge Treated) | LUMP | 1 |
| 0009 | 202-02-04501 | Removal of Bridge (STR. NO. 08351150103501) (STA. 125+08.93; 19.5' x 154' Timber Trestle Bridge Treated) | LUMP | 1 |
| 0010 | 202-02-04501 | Removal of Bridge (STR. NO. 08351150103601) (STA. 130+18.57; 19.5' x 84' Timber Trestle Bridge Treated) | LUMP | 1 |
| 0011 | 202-02-04501 | Removal of Bridge (STR. NO. 08351150103851) (STA. 141+75.26; 19.5' x 135' Timber Trestle Bridge Treated) | LUMP | 1 |
| 0012 | 202-02-04501 | Removal of Bridge (STR. NO. 08351150108771) (STA. 213+17.04; 22.5' x 39' Timber Trestle Bridge Treated) | LUMP | 1 |
| 0013 | 202-02-04501 | Removal of Bridge (STR. NO. 08351150200541) (STA. 312+47.92; 19.0' x 97' Timber Trestle Bridge Treated) | LUMP | 1 |
| 0014 | 202-02-04501 | Removal of Bridge (STR. NO. 08351150202741) (STA. 410+63.06; 19.5' x 39' Timber Trestle Bridge Treated) | LUMP | 1 |
| 0015 | 202-02-14500 | Removal of Guard Rail | LNFT | 3,184.8 |
| 0016 | 203-01-00100 | General Excavation | CUYD | 32,503 |
| 0017 | 203-02-00100 | Drainage Excavation | CUYD | 131 |
| 0018 | 203-03-00100 | Embankment | CUYD | 68,514 |
| 0019 | 203-04-00300 | Nonplastic Embankment (Stone) | CUYD | 80 |
| 0020 | 203-08-00100 | Geotextile Fabric | SQYD | 466 |
| 0021 | 203-11-00100 | Settlement Plate Installation and Monitoring | EACH | 16 |
| 0022 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 55 |
| 0023 | 204-06-00100 | Temporary Silt Fencing | LNFT | 13,626 |
| 0024 | 302-02-08520 | Class II Base Course (8-1/2" Thick) (Crushed Stone) | SQYD | 27,081.6 |
| 0025 | 304-01-00100 | Lime | TON | 67.71 |
| 0026 | 304-05-00100 | Lime Treatment (Type E) | SQYD | 4,777.3 |
| 0027 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 100.5 |
| 0028 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 500 |
| 0029 | 502-01-00100 | Asphalt Concrete | TON | 4,256.3 |
| 0030 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 749.1 |
| 0031 | 510-01-00255 | Pavement Patching (15 inch Minimum Thickness) | SQYD | 439.4 |
| 0032 | 701-05-01045 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW) | LNFT | 40 |
| 0033 | 701-05-01046 | Side Drain Pipe (18" RCP/RPVCP) | LNFT | 92 |
| 0034 | 701-05-01064 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW) | LNFT | 80 |
| 0035 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 1,311.5 |
| 0036 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 500 |
| 0037 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 20 |
| 0038 | 705-01-00100 | Barbed Wire Fence | LNFT | 979 |
| 0039 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | LNFT | 1,312 |
| 0040 | 705-04-00100 | Single Swinging Driveway Gates | EACH | 3 |
| 0041 | 708-01-00100 | Right-of-Way Monument | EACH | 46 |
| 0042 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 46 |
| 0043 | 711-01-03020 | Riprap (30 lb, 18" Thick) | SQYD | 1,260 |
| 0044 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 4,858 |
| 0045 | 711-04-00100 | Geotextile Fabric | SQYD | 6,118 |
| 0046 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0047 | 713-02-00500 | Temporary Pavement Markings (24" Width) | LNFT | 60 |
| 0048 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | MILE | 1.157 |
| 0049 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | MILE | 4.901 |
| 0050 | 716-01-00100 | Mulch (Vegetative) | TON | 46.8 |
| 0051 | 717-01-00100 | Seeding | LB | 1,872 |
| 0052 | 718-01-00100 | Fertilizer | LB | 23,400 |
| 0053 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 6,212 |
| 0054 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | SQYD | 508 |
| 0055 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | SQYD | 417 |
| 0056 | 720-01-02040 | Erosion Control System, Flexible (Channel Liner) (Type E) | SQYD | 278 |
| 0057 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0058 | 726-01-00100 | Bedding Material | CUYD | 327.6 |
| 0059 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0060 | 729-16-00200 | Object Marker Assembly (Type 2) | EACH | 8 |
| 0061 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 20 |
| 0062 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 351 |
| 0063 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | LNFT | 60 |
| 0064 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 4.901 |
| 0065 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.284 |
| 0066 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0067 | 741-01-03050 | Water Main (3" PE) | LNFT | 1,580 |
| 0068 | 741-01-03080 | Water Main (6" PE) | LNFT | 340 |
| 0069 | 741-03-00150 | Tapping Sleeve and Valve Assembly (3") | EACH | 4 |
| 0070 | 741-03-00300 | Tapping Sleeve and Valve Assembly (6") | EACH | 2 |
| 0071 | 804-01-00600 | Precast Concrete Piles (24") | LNFT | 9,498 |
| 0072 | 804-10-00600 | Precast Concrete Indicator Piles (24") | EACH | 5 |
| 0073 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 35 |
| 0074 | 804-15-00100 | Dynamic Monitoring Instrumentation | LUMP | 1 |
| 0075 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 1,404.71 |
| 0076 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 498.44 |
| 0077 | 805-15-01400 | Reinforced Concrete Box Culverts (Precast) (8' x 6') | LNFT | 768 |
| 0078 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall (Quantity of Deformed Reinforcing Steel = 27484 LBS and Quantity of Class A1 Concrete = 154.00 CUYD) | EACH | 4 |
| 0079 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 11,072.2 |
| 0080 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 11,072.2 |
| 0081 | 806-01-00100 | Deformed Reinforcing Steel | LB | 383,522 |
| 0082 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 1,640 |
| 0083 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 13,760 |
| 0084 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 1,062.75 |
| 0085 | 815-03-00300 | Joint Seal (Poured) | LNFT | 1,589 |
| 0086 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 1,032 |
| 0087 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 1,720 |
| 0088 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 3,438 |
| 0089 | TS-741-10020 | Abandonment of Existing Water Main (3") | LUMP | 1 |