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Price Breakout Schedule
| ITEM NO. |
| DESCRIPTION |
| ESTIMATED QUANTITY |
| UNIT |
| UNIT PRICE |
| ESTIMATED AMOUNT |
| 1 |
| Reinbursement of Actual Cost of Performance and Payment Bonds for Bids in Excess of $250,000 |
| 1 |
| Job |
| Sum (not to exceed) |
| $__________________ |
| 2 |
| Mobilization and Demobilization |
| 1 |
| Job |
| Sum |
| $__________________ |
| 3 |
| Formal Partnering Meeting |
| 1 |
| Job |
| Sum |
| $__________________ |
| 4 |
| Contractor-Furnished Government Office |
| 1 |
| Job |
| Sum |
| $__________________ |
| 5 |
| Contractor-Furnished Janitorial Service |
| 1 |
| Job |
| Sum |
| $__________________ |
| 6 |
| Environmental Protection |
| 1 |
| Job |
| Sum |
| $__________________ |
| 7 |
| Working "As-built" Documents (Price shall not be less than $10,000) |
| 1 |
| Job |
| Sum |
| $__________________ |
| 8 |
| Final "As-built" Documents (Price shall not be less than $20,000) |
| 1 |
| Job |
| Sum |
| $__________________ |
| 9 |
| Cast-in-Place Concrete |
| 1 |
| Job |
| Sum |
| $__________________ |
| 10 |
| Structural Steel |
| 1 |
| Job |
| Sum |
| $__________________ |
| 11 |
| Miscellaneous Metal Fabrications |
| 1 |
| Job |
| Sum |
| $__________________ |
| 12 |
| Electrical Work |
| 1 |
| Job |
| Sum |
| $__________________ |
| 13 |
| Off-Site Topsoil |
| 2,785 |
| Ton |
| $_________ |
| $__________________ |
| 14 |
| Instrumentation |
| 1 |
| Job |
| Sum |
| $__________________ |
| 15 |
| Evacuation of Work Platform Due to Flooding |
| 1 |
| Ea. |
| $_________ |
| $__________________ |
| 16 |
| Seepage Barrier Demonstration Section |
| 16,737 |
| Sq. Ft. |
| $_________ |
| $__________________ |
| 17 |
| Seepage Barrier Critical Area Demonstration Section |
| 2,682 |
| Sq. Ft. |
| $_________ |
| $__________________ |
| 18 |
| Seepage Barrier (in Embankment or Overburden) |
| 151,571 |
| Sq. Ft. |
| $_________ |
| $__________________ |
| 19 |
| Seepage Barrier (in Bedrock) |
| 10,350 |
| Sq. Ft. |
| $_________ |
| $__________________ |
| 20 |
| Seepage Barrier Critical Area |
| 1 |
| Job |
| Sum |
| $__________________ |
| 21 |
| Added Verification Drilling and Testing |
| 1,000 |
| Ln. Ft. |
| $_________ |
| $__________________ |
| 22 |
| Drilled Concrete Piers |
| 1 |
| Job |
| Sum |
| $__________________ |
| 23 |
| Asphalt Removal |
| 1,560 |
| Cu. Yd. |
| $_________ |
| $__________________ |
| 24 |
| Aggregate Base Course |
| 1,440 |
| Ton |
| $_________ |
| $__________________ |
| 25 |
| Asphalt Concrete, Base Course |
| 996 |
| Ton |
| $_________ |
| $__________________ |
| 26 |
| Asphalt Concrete, Surface Course |
| 1,861 |
| Ton |
| $_________ |
| $__________________ |
| 27 |
| Asphalt Concrete, Intermediate Course |
| 387 |
| Ton |
| $_________ |
| $__________________ |
| 28 |
| Tack Coat |
| 2,234 |
| Gallon |
| $_________ |
| $__________________ |
| 29 |
| Prime Coat |
| 1,792 |
| Gallon |
| $_________ |
| $__________________ |
| 30 |
| ODOT Riprap, Type C |
| 168 |
| Cu. Yd. |
| $_________ |
| $__________________ |
| 31 |
| ODOT Riprap, Type D |
| 85 |
| Cu. Yd. |
| $_________ |
| $__________________ |
| 32 |
| Geotextile Filter |
| 336 |
| Sq. Yd. |
| $_________ |
| $__________________ |
| 33 |
| Geotextile Fabric |
| 4,319 |
| Sq. Yd. |
| $_________ |
| $__________________ |
| 34 |
| Low Strength Grout |
| 39 |
| Cu. Yd. |
| $_________ |
| $__________________ |
| 35 |
| Pavement Planing |
| 1,474 |
| Ton |
| $_________ |
| $__________________ |
| 36 |
| Patching Planed Surface |
| 369 |
| Ton |
| $_________ |
| $__________________ |
| 37 |
| Site Work |
| 1 |
| Job |
| Sum |
| $__________________ |
| 38 |
| Chain Link Fence |
| 1 |
| Job |
| Sum |
| $__________________ |
| 39 |
| Gate |
| 1 |
| Ea. |
| $_________ |
| $__________________ |
| 40 |
| Seeding |
| 1 |
| Job |
| Sum |
| $__________________ |
| 41 |
| 18-Inch HDPE |
| 900 |
| Ln. Ft. |
| $_________ |
| $__________________ |
| 42 |
| 48-Inch Precast Concrete Manhole |
| 4 |
| Ea. |
| $_________ |
| $__________________ |
| 43 |
| 18-Inch Headwall |
| 1 |
| Ea. |
| $_________ |
| $__________________ |
| 44 |
| Video Inspection of Pipe |
| 1 |
| Job |
| Sum |
| $__________________ |
| 45 |
| Connections to Existing Pipe |
| 1 |
| Job |
| Sum |
| $__________________ |
| 46 |
| Connections to Existing Equipment |
| 1 |
| Job |
| Sum |
| $__________________ |
| 47 |
| Pipelines, Liquid Process and Piping |
| 1 |
| Job |
| Sum |
| $__________________ |
| 48 |
| Temporary Bypass Pumping |
| 1 |
| Job |
| Sum |
| $__________________ |
Total (Items 1 thru 48)
The following bid schedule is a pay activity breakout of Price Breakout Schedule Item No. 37 listed above for evaluation purposes only and will not be considered as part of the contract. This should be completed, as applicable, based on the method of construction chosen. The total of this breakout should be transferred to Price Breakout Schedule Item No 37 above.
The purpose of this pay activity breakout is to quantify any price items that could vary based on the method of construction (work platform type, work platform width, earthwork, etc.). A proposal may be rejected if subline items are not adequately addressed. Based on each proposal needs, additional "blank" subline items have been provided which may or may not be used. The quantities and costs associated with these subline items must be completed and will be considered during the evaluation of the proposals, but otherwise will be used for informational purposes only.
Portsmouth Seepage Barrier
Price Breakout Schedule Item 37 - "Site Work"
| ITEM NO. |
| DESCRIPTION |
| ESTIMATED QUANTITY |
| UNIT |
| UNIT PRICE |
| ESTIMATED AMOUNT |
| 1 |
| Demolition |
| 1 |
| Job |
| Sum |
| $__________________ |
| 2 |
| Clearing and Grubbing |
| __________________ |
| Acre |
| $_________ |
| $__________________ |
| 3 |
| Topsoil Stripping |
| __________________ |
| BCY |
| $_________ |
| $__________________ |
| 4 |
| Placement of Random Import Borrow Material Necessary for Access Ramp Construction |
| __________________ |
| CCY |
| $_________ |
| $__________________ |
| 5 |
| Removal and Disposal of Random Import Borrow Material Necessary for Access Ramp Construction |
| __________________ |
| CY |
| $_________ |
| $__________________ |
| 6 |
| Random Import Borrow Material for Work Platform Construction |
| __________________ |
| CCY |
| $_________ |
| $__________________ |
| 7 |
| Removal and Disposal of Random Import Borrow Material Necessary for Platform Construction |
| __________________ |
| CY |
| $_________ |
| $__________________ |
| 8 |
| Excavation of Fine-Grained Material from Top of Levee & Stored in Suitable Location |
| __________________ |
| BCY |
| $_________ |
| $__________________ |
| 9 |
| All Weather Surface for Construction Site and Access Ramps |
| __________________ |
| CCY |
| $_________ |
| $__________________ |
| 10 |
| Removal and Disposal of All Weather Surface for Site and Access Ramps |
| __________________ |
| CY |
| $_________ |
| $__________________ |
| 11 |
| Work Platform Surface |
| __________________ |
| CCY |
| $_________ |
| $__________________ |
| 12 |
| Removal and Disposal of Work Platform Surface |
| __________________ |
| CY |
| $_________ |
| $__________________ |
| 13 |
| Excavation of Fine-Grained Material from Suitable Stored Location & used for Levee Final Restoration |
| __________________ |
| CCY |
| $_________ |
| $__________________ |
| 14 |
| Additional Excavation of Fine-Grained Material from Borrow Area for Levee Final Restoration |
| __________________ |
| BCY |
| $_________ |
| $__________________ |
| 15 |
| Placement of Topsoil for Final Grading |
| __________________ |
| CCY |
| $_________ |
| $__________________ |
| 16 |
| Slurry Disposal |
| __________________ |
| CY |
| $_________ |
| $__________________ |
| 17 |
| Guidewalls for Placement of Seepage Barrier |
| __________________ |
| CY |
| $_________ |
| $__________________ |
| 18 |
| Maintenance of Traffic |
| 1 |
| Job |
| Sum |
| $__________________ |
| 19 |
| Surveying |
| __________________ |
| Hr. |
| $_________ |
| $__________________ |
| 20 |
| Miscellaneous Items |
| 1 |
| Job |
| Sum |
| $__________________ |
| 21 |
| Shoring |
| __________________ |
| Sq.Ft. |
| $_________ |
| $__________________ |
| 22 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 23 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 24 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 25 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 26 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 27 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 28 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 29 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 30 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 31 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 32 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 33 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 34 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 35 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 36 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 37 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 38 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 39 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| 40 |
| _____________________________________ |
| __________________ |
| _____ |
| $_________ |
| $__________________ |
| Unit Abbreviation |
| Full Name |
| ECY |
| Embankment Cubic Yards |
