Line
Number | Item | Description | Unit | Quantity |
| 0001 | 201-01-00100 | Clearing and Grubbing (Approximate Total Area: 3.88 Acres) | LUMP | 1 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | LUMP | 1 |
| 0003 | 202-02-00050 | Removal of Waterline (6" Asbestos Cement) | LUMP | 1 |
| 0004 | 202-02-00050 | Removal of Waterline (8" Asbestos Cement) | LUMP | 1 |
| 0005 | 202-02-02000 | Removal of Asphalt Drives | SQYD | 91 |
| 0006 | 202-02-03030 | Removal of Pavement Structure | SQYD | 5,738 |
| 0007 | 202-02-04501 | Removal of Bridge (STA 29.7 FT X 284 FT SWINGSPAN BRIDGE) | LUMP | 1 |
| 0008 | 202-02-06100 | Removal of Concrete Walks and Drives | SQYD | 167 |
| 0009 | 202-02-12300 | Removal of Fender System | EACH | 2 |
| 0010 | 202-02-14500 | Removal of Guard Rail | LNFT | 356.8 |
| 0011 | 202-02-30000 | Removal of Operators House | EACH | 1 |
| 0012 | 202-02-38240 | Removal of Signs and Supports | EACH | 24 |
| 0013 | 202-03-38000 | Relocation of Sign | EACH | 2 |
| 0014 | 203-01-00100 | General Excavation | CUYD | 3,283 |
| 0015 | 203-03-00100 | Embankment | CUYD | 3,111 |
| 0016 | 203-04-00300 | Nonplastic Embankment (Stone) | CUYD | 3,461 |
| 0017 | 203-08-00100 | Geotextile Fabric | SQYD | 4,787 |
| 0018 | 203-10-00100 | Cleaning Existing Ditches | LNFT | 370 |
| 0019 | 203-11-00100 | Settlement Plate Installation and Monitoring | EACH | 9 |
| 0020 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 10 |
| 0021 | 204-06-00100 | Temporary Silt Fencing | LNFT | 5,945 |
| 0022 | 302-02-12070 | Class II Base Course (12" Thick) (Crushed Stone or Recycled Portland Cement Concrete) | SQYD | 3,031.8 |
| 0023 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 233 |
| 0024 | 402-01-00101 | Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 11.6 |
| 0025 | 502-01-00100 | Asphalt Concrete | TON | 2,374.7 |
| 0026 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 258.6 |
| 0027 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 3,211 |
| 0028 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -180 |
| 0029 | 510-01-00001 | Pavement Patching (12.5" Minimum Thickness) | SQYD | 82 |
| 0030 | 511-01-00100 | Saw Cutting Asphalt Concrete Pavement | INLF | 71,875 |
| 0031 | 511-03-00100 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 192 |
| 0032 | 511-04-00100 | Sawcuts in Asphalt Concrete Lifts | LNFT | 320 |
| 0033 | 601-05-00100 | Saw Cutting Portland Cement Concrete Pavement | INLF | 650 |
| 0034 | 701-03-01022 | Storm Drain Pipe (18" RCP/RPVCP) | LNFT | 344 |
| 0035 | 701-03-02021 | Storm Drain Pipe (Outfall) (18" RPVCP) | LNFT | 48 |
| 0036 | 701-05-01049 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CPPPDW) | LNFT | 184 |
| 0037 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | LNFT | 56 |
| 0038 | 701-15-00100 | Concrete Collar | EACH | 1 |
| 0039 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | LNFT | 240 |
| 0040 | 702-03-00100 | Catch Basins (CB-01) | EACH | 6 |
| 0041 | 702-08-00100 | Side Drain Safety End (Type 1) | EACH | 6 |
| 0042 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 162.5 |
| 0043 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
| 0044 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 4 |
| 0045 | 706-01-00100 | Concrete Walk (4" Thick) | SQYD | 7.1 |
| 0046 | 706-02-00200 | Concrete Drive (6" Thick) | SQYD | 72.2 |
| 0047 | 708-01-00100 | Right-of-Way Monument | EACH | 19 |
| 0048 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 19 |
| 0049 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 177 |
| 0050 | 711-01-04020 | Riprap (55 lb, 24" Thick) | SQYD | 1,220 |
| 0051 | 711-04-00100 | Geotextile Fabric | SQYD | 1,397 |
| 0052 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0053 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | MILE | 1.363 |
| 0054 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | EACH | 190 |
| 0055 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0056 | 725-01-00100 | Temporary Detour Roads | SQYD | 3,576.5 |
| 0057 | 726-01-00100 | Bedding Material | CUYD | 63.3 |
| 0058 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0059 | 729-01-00100 | Sign (Type A) | SQFT | 33.5 |
| 0060 | 729-16-00200 | Object Marker Assembly (Type 2) | EACH | 2 |
| 0061 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 4 |
| 0062 | 729-19-00100 | Dead End Road Installations (Type A) | EACH | 1 |
| 0063 | 729-22-00100 | Perforated Square Tubing Post with 2-1/4" Anchor | EACH | 10 |
| 0064 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 252 |
| 0065 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | LNFT | 86 |
| 0066 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 2.033 |
| 0067 | 735-01-00100 | Mailboxes | EACH | 7 |
| 0068 | 735-02-00100 | Mailbox Supports (Single) | EACH | 7 |
| 0069 | 739-01-00100 | Hydro-Seeding | ACRE | 3.52 |
| 0070 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0071 | 802-02-00100 | Permanent Sheeting (Steel) | SQFT | 5,824 |
| 0072 | 804-01-00200 | Precast Concrete Piles (14") | LNFT | 292 |
| 0073 | 804-01-00600 | Precast Concrete Piles (24") | LNFT | 5,632 |
| 0074 | 804-01-00700 | Precast Concrete Piles (30") | LNFT | 10,934 |
| 0075 | 804-02-00200 | Treated Timber Piles (Coastal Treatment) Fender System | LNFT | 11,310 |
| 0076 | 804-02-00200 | Treated Timber Piles (Coastal Treatment) FOR GEOSYNTHETIC LOAD TRANSFER PLATFORM | LNFT | 68,120 |
| 0077 | 804-10-00600 | Precast Concrete Indicator Piles (24") | EACH | 2 |
| 0078 | 804-10-00700 | Precast Concrete Indicator Piles (30") | EACH | 1 |
| 0079 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 38 |
| 0080 | 804-15-00100 | Dynamic Monitoring Instrumentation | LUMP | 1 |
| 0081 | 804-17-00100 | Construction Site Survey | LUMP | 1 |
| 0082 | 804-18-00100 | Vibration Monitoring | DAY | 20 |
| 0083 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 514.24 |
| 0084 | 805-01-00200 | Class A1 Concrete (Deck) | CUYD | 761.38 |
| 0085 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 465.56 |
| 0086 | 805-01-00800 | Class A1 Concrete (Counterweight) | CUYD | 33.5 |
| 0087 | 805-01-00900 | Class A1 Concrete Generator Platform | CUYD | 17.19 |
| 0088 | 805-01-00900 | Class A1 Concrete Operator House | CUYD | 143.07 |
| 0089 | 805-04-00100 | Class MASS(A1) Concrete (Bent Cap) | CUYD | 305.97 |
| 0090 | 805-04-00200 | Class MASS(A1) Concrete (Column) | CUYD | 16.83 |
| 0091 | 805-04-00300 | Class MASS(A1) Concrete (Footing) | CUYD | 86.94 |
| 0092 | 805-08-01200 | Precast-Prestressed Concrete Girders (Type LG-36) | LNFT | 2,785 |
| 0093 | 805-08-01300 | Precast-Prestressed Concrete Girders (Type LG-45) | LNFT | 498 |
| 0094 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 13,250 |
| 0095 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) (Operator House) | SQFT | 1,137 |
| 0096 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 13,250 |
| 0097 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) (Operator House) | SQFT | 1,137 |
| 0098 | 806-01-00100 | Deformed Reinforcing Steel | LB | 521,399 |
| 0099 | 806-03-00100 | Deformed Reinforcing Steel Mechanical Splice (Number 11 Rebar | EACH | 64 |
| 0100 | 807-01-00200 | Structural Metalwork (Grade 50) | LUMP | 1 |
| 0101 | 807-01-00800 | Structural Metalwork ASTM A276 Type 316 Stainless Steel | LUMP | 1 |
| 0102 | 807-01-00800 | Structural Metalwork Bollards | LUMP | 1 |
| 0103 | 807-01-00800 | Structural Metalwork MISC | LUMP | 1 |
| 0104 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | LUMP | 1 |
| 0105 | 808-01-00100 | Steel Grid Flooring (Heavy Duty) | SQFT | 2,772 |
| 0106 | 808-01-00300 | Steel Grid Flooring HPU Support | SQFT | 70 |
| 0107 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 1,966 |
| 0108 | 810-04-00100 | Hand Railing | LNFT | 763 |
| 0109 | 812-01-00200 | Treated Timber (Coastal Treatment) | MFBM | 39 |
| 0110 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 2,560 |
| 0111 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 407 |
| 0112 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | SFIN | 598 |
| 0113 | 815-01-00100 | Unsealed Expansion Joint (End Dams) | LNFT | 66 |
| 0114 | 815-02-00100 | Sealed Expansion Joint (End Dams and Preformed Neoprene Seal) | LNFT | 160 |
| 0115 | 815-03-00300 | Joint Seal (Poured) | LNFT | 502 |
| 0116 | NS-203-00100 | Geosynthetic Load Transfer Platform | SQFT | 1,644 |
| 0117 | NS-300-00060 | Geogrid | SQYD | 2,700 |
| 0118 | NS-719-00001 | Tree Protection Fencing | LUMP | 1 |
| 0119 | NS-818-00001 | Navigation Clearance Gauge (Mounted) | EACH | 2 |
| 0120 | TS-800-00100 | Pedestrian Bridge Heavy Duty Grip Strut For Fender Access | LUMP | 1 |
| 0121 | TS-800-00150 | Aluminum Pedestrian Ramp Aluminum Ship Ladder for Fender Access | EACH | 1 |
| 0122 | TS-821-01100 | Swing Span Bridge Machinery | LUMP | 1 |
| 0123 | TS-821-06010 | Movable Bridge Traffic Barrier | LUMP | 1 |
| 0124 | TS-821-06100 | Coating of New Movable Bridge Machinery | LUMP | 1 |
| 0125 | TS-822-09100 | Electrical System (Control Switches) | LUMP | 1 |
| 0126 | TS-822-09100 | Electrical System (PVC Coated Galvanizeed Rigid Metal Conduit and Fittings) | LUMP | 1 |
| 0127 | TS-822-09100 | Electrical System (Swing Bridge) | LUMP | 1 |
| 0128 | TS-823-01100 | Bridge Operator's House New Construction | LUMP | 1 |