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SECTION B – SCHEDULE OF ITEMS
B-1: Schedule of Items
| Item No. |
| Description |
| Pay Unit |
| Qty |
| Unit Price |
| Total Price |
| 15101 |
| Mobilization |
| LS |
| 1 |
| $ |
| $ |
| 15201 |
| Construction survey and staking, method 1, tolerance A |
| LS |
| 1 |
| $ |
| $ |
| 15205 |
| Bridge Survey and Staking |
| LS |
| 1 |
| $ |
| $ |
| 15401 |
| Contractor testing |
| LS |
| 1 |
| $ |
| $ |
| 15702 |
| Silt Fence |
| FT |
| 1225 |
| $ |
| $ |
| 15713 |
| Soil Erosion & Pollution Control |
| LS |
| 1 |
| $ |
| $ |
| 15722 |
| Turbidity Barriers |
| SY |
| 192 |
| $ |
| $ |
| 20101 |
| Clearing and grubbing |
| ACRE |
| 0.28 |
| $ |
| $ |
| 20305 |
| Removal of Structures and Obstructions |
| LS |
| 1 |
| $ |
| $ |
| 20401 |
| Roadway excavation, compaction method B, finishing method A |
| CY |
| 37 |
| $ |
| $ |
| 20409 |
| Select borrow, compaction method B, finishing method A |
| CY |
| 1551 |
| $ |
| $ |
| 20701 |
| Earthwork Geotextile Type I |
| SY |
| 90 |
| $ |
| $ |
| 20803 |
| Structure Backfill |
| CY |
| 180 |
| $ |
| $ |
| 20805 |
| Cofferdams |
| LS |
| 1 |
| $ |
| $ |
| 20806 |
| Structure Excavation |
| LS |
| 1 |
| $ |
| $ |
| 25101 |
| Placed Riprap, Class 5 |
| CY |
| 300 |
| $ |
| $ |
| 25116 |
| Geotextile, Type II-B |
| SY |
| 440 |
| $ |
| $ |
| 30102 |
| Aggregate base, Grading E, 6 inch depth, compaction method B |
| SY |
| 444 |
| $ |
| $ |
| 30110a |
| Aggregate surface course, Grading E, 6 inch depth, compaction method B |
| SY |
| 1593 |
| $ |
| $ |
| 30110b |
| Aggregate surface course, Grading E, 4 inch depth, compaction method B |
| SY |
| 152 |
| $ |
| $ |
| 40401 |
| Minor Hot Asphalt Concrete |
| TON |
| 155 |
| $ |
| $ |
| 55101 |
| HP 10 x 42 Steel Piles, Driven |
| FT |
| 1,440 |
| $ |
| $ |
| 55152 |
| Pile Tip Reinforcement |
| EA |
| 24 |
| $ |
| $ |
| 55201 |
| Structural Concrete Class AE |
| CY |
| 128 |
| $ |
| $ |
| 55401 |
| Reinforcing Steel |
| LB |
| 7,260 |
| $ |
| $ |
| 55404 |
| Epoxy Coated Reinforcing Steel |
| LB |
| 2,720 |
| $ |
| $ |
| 55705 |
| Treated Structural Timber, Glue Laminated |
| MFBM |
| 64.0 |
| $ |
| $ |
| 55901* |
| OPTIONAL - Membrane Waterproofing |
| SY |
| 18 |
| $ |
| $ |
| 56401 |
| Elastomeric Bearing Device |
| EA |
| 42 |
| $ |
| $ |
| 60503 |
| Geocomposite Underdrain System |
| FT |
| 140 |
| $ |
| $ |
| 61702 |
| Terminal Section Type G4 Flared |
| EA |
| 4 |
| $ |
| $ |
| 61708 |
| Guardrail Transition |
| EA |
| 4 |
| $ |
| $ |
| 62404 |
| Placing conserved topsoil, 4 inch |
| SY |
| 1085 |
| $ |
| $ |
| 62528 |
| Seeding, Fertilizing, and Mulching, dry method |
| LS |
| 1 |
| $ |
| $ |
| 63501 |
| Temporary traffic control |
| LS |
| 1 |
| $ |
| $ |
B- 2 Payment for Bond Premiums
Payment for bond premiums in accordance with FAR Clause 52.232-5, Payment Under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Within 10 days of award of task order, the contractor shall provide any bonding and insurance requirements. Include bond payments under 151.01 Mobilization.
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