Line
Number | Item | Description | Unit | Quantity |
| 0001 | 201-01-00100 | Clearing and Grubbing APPROX.10 ACRES | LUMP | 1 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | LUMP | 1 |
| 0003 | 202-02-00010 | Removal of Attenuators | EACH | 4 |
| 0004 | 202-02-00010 | Removal of Precast Concrete Barriers | EACH | 132 |
| 0005 | 202-02-00030 | Removal of Sheet Piling | LNFT | 530 |
| 0006 | 202-02-02020 | Removal of Asphalt Pavement | SQYD | 14,820 |
| 0007 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | SQYD | 5,917.9 |
| 0008 | 202-02-04501 | Removal of Bridge (24' x 533' Steel Truss & Concrete Beam Bridge) | LUMP | 1 |
| 0009 | 202-02-06140 | Removal of Curbs (Concrete) | LNFT | 1,633.9 |
| 0010 | 202-02-12000 | Removal of Fence | LNFT | 90 |
| 0011 | 202-02-14500 | Removal of Guard Rail | LNFT | 730 |
| 0012 | 202-02-32100 | Removal of Pipe (Cross Drain) 24" RCP | LNFT | 134 |
| 0013 | 202-02-32120 | Removal of Pipe (Side Drain) 18" PP | LNFT | 40 |
| 0014 | 202-02-32120 | Removal of Pipe (Side Drain) 18" RCP | LNFT | 51 |
| 0015 | 202-02-32120 | Removal of Pipe (Side Drain) 24" RCP | LNFT | 34 |
| 0016 | 202-02-32180 | Removal of Pipe Headwalls | EACH | 1 |
| 0017 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | SQYD | 8,771 |
| 0018 | 203-01-00100 | General Excavation | CUYD | 49,856 |
| 0019 | 203-02-00100 | Drainage Excavation | CUYD | 8,242 |
| 0020 | 203-03-00100 | Embankment | CUYD | 11,778 |
| 0021 | 203-04-00300 | Nonplastic Embankment (Stone) | CUYD | 52 |
| 0022 | 203-08-00100 | Geotextile Fabric | SQYD | 916 |
| 0023 | 204-02-00100 | Temporary Hay Bales | EACH | 114 |
| 0024 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | EACH | 8 |
| 0025 | 204-06-00100 | Temporary Silt Fencing | LNFT | 8,600 |
| 0026 | 204-07-00100 | Temporary Stone Construction Entrance | EACH | 2 |
| 0027 | 302-02-10020 | Class II Base Course (10" Thick) (Crushed Stone) | SQYD | 16,095.6 |
| 0028 | 304-01-00100 | Lime | TON | 39.1 |
| 0029 | 304-04-00400 | Lime Treatment (Type D) (12" Thick) | SQYD | 2,482 |
| 0030 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 140 |
| 0031 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 123.5 |
| 0032 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 190.6 |
| 0033 | 502-01-00100 | Asphalt Concrete | TON | 3,895.7 |
| 0034 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 856.4 |
| 0035 | 510-01-00001 | Pavement Patching 13.5" MINIMUM THICKNESS | SQYD | 102.22 |
| 0036 | 701-02-01120 | Cross Drain Pipe Arch (60" Equiv. RCPA) | LNFT | 112 |
| 0037 | 701-05-01046 | Side Drain Pipe (18" RCP/RPVCP) | LNFT | 48 |
| 0038 | 701-05-02062 | Side Drain Pipe (Erosion) (24" RPVCP/CMP) DEPARTMENT FURNISHED | LNFT | 132 |
| 0039 | 701-05-02122 | Side Drain Pipe (Erosion) (42" RPVCP/CMP) | LNFT | 232 |
| 0040 | 701-06-00020 | Side Drain Pipe Arch (18" Equiv. RCPA) | LNFT | 56 |
| 0041 | 701-06-00160 | Side Drain Pipe Arch (60" Equiv. RCPA) | LNFT | 64 |
| 0042 | 701-06-00540 | Side Drain Pipe Arch (24" Equiv. CMPA) (TEMPORARY PIPE) DEPARTMENT FURNISHED | LNFT | 56 |
| 0043 | 701-15-00100 | Concrete Collar | EACH | 7 |
| 0044 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 224.5 |
| 0045 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
| 0046 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 4 |
| 0047 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | LNFT | 90 |
| 0048 | 708-01-00100 | Right-of-Way Monument | EACH | 26 |
| 0049 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 26 |
| 0050 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 288 |
| 0051 | 711-01-05000 | Riprap (130 lb, 24" Thick) | SQYD | 594 |
| 0052 | 711-04-00100 | Geotextile Fabric | SQYD | 882 |
| 0053 | 712-04-00100 | Flexible Revetment | SQYD | 447 |
| 0054 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0055 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | MILE | 0.72 |
| 0056 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | MILE | 1.44 |
| 0057 | 716-01-00100 | Mulch (Vegetative) | TON | 16.92 |
| 0058 | 717-01-00100 | Seeding | LB | 251 |
| 0059 | 718-01-00100 | Fertilizer | LB | 8,389 |
| 0060 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 68 |
| 0061 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | SQYD | 204 |
| 0062 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0063 | 724-01-00100 | Rumble Strips (Centerline) | MILE | 0.625 |
| 0064 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 1.25 |
| 0065 | 726-01-00100 | Bedding Material | CUYD | 418.9 |
| 0066 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0067 | 729-01-00102 | Sign (Type A)(Furnish and Install) | SQFT | 16.5 |
| 0068 | 729-16-00200 | Object Marker Assembly (Type 2) | EACH | 6 |
| 0069 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 4 |
| 0070 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | EACH | 1,492 |
| 0071 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 421 |
| 0072 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | LNFT | 115 |
| 0073 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 6.36 |
| 0074 | 735-01-00100 | Mailboxes | EACH | 2 |
| 0075 | 735-02-00100 | Mailbox Supports (Single) | EACH | 2 |
| 0076 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0077 | 804-01-00200 | Precast Concrete Piles (14") | LNFT | 160 |
| 0078 | 804-01-00400 | Precast Concrete Piles (18") | LNFT | 1,536 |
| 0079 | 804-01-00700 | Precast Concrete Piles (30") | LNFT | 1,744 |
| 0080 | 804-10-00700 | Precast Concrete Indicator Piles (30") | EACH | 1 |
| 0081 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 10 |
| 0082 | 804-18-00100 | Vibration Monitoring | DAY | 36 |
| 0083 | 805-01-00200 | Class A1 Concrete (Deck) | CUYD | 705 |
| 0084 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 162.21 |
| 0085 | 805-08-01400 | Precast-Prestressed Concrete Girder (Type LG-54) | LNFT | 1,990 |
| 0086 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 7,323 |
| 0087 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 7,323 |
| 0088 | 806-01-00100 | Deformed Reinforcing Steel | LB | 201,218 |
| 0089 | 807-01-00200 | Structural Metalwork (Grade 50) | LUMP | 1 |
| 0090 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | LUMP | 1 |
| 0091 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 1,084 |
| 0092 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 3,200 |
| 0093 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | SFIN | 219 |
| 0094 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | LNFT | 40 |
| 0095 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) (Department Furnished) | LNFT | 80 |
| 0096 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 240 |
| 0097 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 400 |
| 0098 | NS-500-00360 | Saw Cutting Asphalt Concrete Pavement Over Portland Cement Concrete Composite Pavement | INLF | 680 |
| 0099 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | EACH | 4 |