Price_Schedule_B_0005.xlsx
XLSX spreadsheet 18 KB Posted
- Attached to
- DK Heart Butte Dam Safety Modification
- Solicitation number
- 140R6026R0004
About this file
This is a Price Schedule B document for federal construction services related to the DK Heart Butte Dam Safety Modification project. The schedule contains 62 contract line items (CLINs) organized under a base contract and seven optional price schedules, with pricing structured as either lump sum amounts or unit prices for specific quantities.
The base contract encompasses substantial dam safety remediation work including mobilization, temporary infrastructure (electrical utilities, housing for 30 months, traffic control), and final as-built drawings. Primary construction activities include concrete work (reinforcing, cast-in-place concrete, saw cutting, removal via hydro-demolition, and grouting operations totaling thousands of linear feet and cubic yards), earthwork and excavation (general excavation of 20,000 cubic yards, stripping of 18 acres, and specialized zones for filter sand, gravel drain, stability berm fill, and reinforced backfill), geotextile and jet grouting treatments, riprap installation for slope protection, drainage infrastructure with HDPE piping (1,100 linear feet of 12-inch perforated pipe, 440 linear feet of 12-inch nonperforated pipe, and 250 linear feet of 18-inch nonperforated pipe), and revegetation/erosion control across 17.5 acres. The optional schedules address highway repaving, supplementary backfill grouting, care of reservoir releases during ongoing construction activities, and four phases of dewatering operations (Phase I through Phase IV) involving temporary observation wells, deep wells installation/removal, and operational support spanning multiple months. All pricing columns remain blank in this template version, indicating this is a pricing structure awaiting contractor cost proposals.
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Table 1
| CLIN | Section | Supplies or Services | Quantity and Unit | Unit Price | Amount | |
| 1-1 | WBR 1452.232- | |||||
| 81 Alt T | Mobilization and Preparatory Work | For the lump sum of | $ | |||
| 1-1a | 01 52 00 | Temporary Electrical Utility Infrastructure | For the lump sum of | $ | ||
| 1-2 | 01 52 20 | Temporary Housing | 30 months | $ | $ | |
| 1-3 | 01 55 20 | Traffic Control | For the lump sum of | $ | ||
| 1-4 | 01 78 30 | Final As-built Drawings | For the lump sum of | |||
| 1-5 | 02 07 10 | Fishing Platform and Access Ramp Removal, Design and Construction | For the lump sum of | $ | ||
| 1-6 | 02 07 10 | Sidewalk Removal, Design and Construction | For the lump sum of | $ | ||
| 1-7 | 03 15 12 | 6-inch PVC Waterstops | 38 lin ft | $ | $ | |
| 1-8 | 03 20 00 | Concrete Reinforcing | 10,200 lbs | $ | $ | |
| 1-9 | 03 30 00 | Cast-In-Place Concrete | 92 yd3 | $ | $ | |
| 1-10 | 03 64 00 | Backfill Grouting | For the lump sum of | $ | ||
| 1-11 | 03 81 10 | Saw Cutting Existing Concrete | 77 lin ft | $ | $ | |
| 1-12 | 03 81 10 | Concrete Removal, Hydro-demolition, 12-Inch Calibration Settings | 61 yd3 | $ | $ | |
| 1-13 | 03 81 17 | Grouted Holes | 1,030 EA | $ | $ | |
| 1-14 | 03 81 17 | Chemical Grout | For the lump sum of | $ | ||
| 1-15 | 05 50 00 | Miscellaneous Metalwork | For the lump sum of | $ | ||
| 1-16 | 05 50 00 | Conduit Shoring System | For the lump sum of | $ | ||
| 1-17 | 08 33 20 | Roll-up Door | For the lump sum of | $ | ||
| 1-18 | 31 02 10 | Dust Abatement | For the lump sum of | $ | ||
| 1-19 | 31 03 20 | Cofferdam Construction | For the lump sum of | $ | ||
| 1-20 | 31 03 20 | Temporary Channel Crossing | For the lump sum of | $ | ||
| 1-21 | 31 03 33 | Contractor Designed Unwatering System | For the lump sum of | $ | ||
| 1-22 | 31 03 33 | Temporary Observation Wells Installation/Removal | 480 lin ft | $ | $ | |
| 1-23 | 31 03 33 | Supplementary Temporary Observation Wells Materials | 175 lin ft | $ | $ | |
| 1-24 | 31 03 33 | Deep Wells Installation/Removal | 2,100 lin ft | $ | $ | |
| 1-25 | 31 03 33 | Deep Wells Operation | 16 months | $ | $ | |
| 1-26 | 31 03 33 | Supplementary Deep Wells Materials | 660 lin ft | $ | $ | |
| 1-27 | 31 09 10 | Abandoning and Removing Existing Instrumentation | For the lump sum of | $ | ||
| 1-28 | 31 09 12 | New Embankment Measurement Points | For the lump sum of | $ | ||
| 1-29 | 31 09 12 | Temporary Embankment Measurement Points and Monitoring During Construction | For the lump sum of | $ | ||
| 1-30 | 31 09 20 | New Slotted-Pipe Piezometers | For the lump sum of | $ | ||
| 1-31 | 31 09 30 | Inspection Well Instrumentation | For the lump sum of | $ | ||
| 1-32 | 31 09 30 | Prefabricated Weir Boxes | For the lump sum of | $ | ||
| 1-33 | 31 11 00 | Clearing and Grubbing | For the lump sum of | $ | ||
| 1-34 | 31 14 10 | Stripping | 18.0 acres | $ | $ | |
| 1-35 | 31 23 16 | General Excavation | 20,000 yd3 | $ | $ | |
| 1-36 | 31 23 16 | Excavation for Spillway Channel Remediation | 2,000 yd3 | $ | $ | |
| 1-37 | 31 23 16 | Contractor Designed Soil Reinforcement Zone | For the lump sum of | $ | ||
| 1-38 | 31 23 18 | Deep Filter Trench Shoring and Excavation | 550 yd3 | $ | $ | |
| 1-39 | 31 23 70 | Controlled Low Strength Material | 52 yd3 | $ | $ | |
| 1-40 | 31 24 12 | Zone 3, Filter Sand Material | 9,100 yd3 | $ | $ | |
| 1-41 | 31 24 13 | Zone 4, Gravel Drain Material | 2,200 yd3 | $ | $ | |
| 1-42 | 31 24 14 | Zone 5, Stability Berm Fill | 32,000 yd3 | $ | $ | |
| 1-43 | 31 24 15 | Zone 6, Reinforced Backfill Material | 2,900 yd3 | $ | $ | |
| 1-44 | 31 32 32 | Geotextile | 1,650 yd2 | $ | $ | |
| 1-45 | 31 32 36 | Jet Grouting Test Sections | For the lump sum of | $ | ||
| 1-46 | 31 32 36 | Final Jet Grouting Treatment | For the lump sum of | $ | ||
| 1-47 | 31 37 01 | Stability Berm Access Road Riprap | 730 yd2 | $ | $ | |
| 1-48 | 31 37 01 | Spillway Channel Riprap | 780 yd2 | $ | $ | |
| 1-49 | 31 37 02 | Riprap Bedding | 1,500 yd2 | $ | $ | |
| 1-50 | 31 37 10 | Remove and Stockpile Existing Rockfill | 1,100 yd3 | $ | $ | |
| 1-51 | 31 37 10 | Rockfill Slope Protection | 2,800 yd2 | $ | $ | |
| 1-52 | 32 15 10 | Gravel Surfacing | 2,400 yd2 | $ | $ | |
| 1-53 | 32 31 10 | Chain Link Fence | 350 lin ft | $ | $ | |
| 1-54 | 32 32 24 | Mechanically Stabilized Earth Walls | 5,400 ft2 | $ | $ | |
| 1-55 | 32 91 10 | Topsoil | 17.5 acres | $ | $ | |
| 1-56 | 32 91 60 | Topsoil Erosion Control Matting | 5.3 acres | $ | $ | |
| 1-57 | 32 92 20 | Restoration and Revegetation | 17.5 acres | $ | $ | |
| 1-58 | 33 46 36 | 12-Inch Diameter HDPE Pipe Test Section and Camera | For the lump sum of | $ | ||
| 1-59 | 33 46 36 | 12-Inch Diameter Perforated HDPE Pipe | 1,100 lin ft | $ | $ | |
| 1-60 | 33 46 36 | 12-Inch Diameter Nonperforated HDPE Pipe | 440 lin ft | $ | $ | |
| 1-61 | 33 46 36 | 18-Inch Diameter Nonperforated HDPE Pipe | 250 lin ft | $ | $ | |
| 1-62 | 33 46 36 | Drain Cleanouts | 14 EA | $ | $ | |
| Total Price Schedule A | $ |
| OPTIONAL PRICE SCHEDULE A – HIGHWAY REPAVING | |||||
| CLI N | Section | Supplies or Services | Quantity and Unit | Unit Price | Amount |
| 2-1 | 01 55 00 | Highway Repaving | For the lump sum of | $ | |
| Total Price Optional Schedule A | $ | ||||
| TOTAL FOR OPTIONAL PRICE SCHEDULE A $ | |||||
| OPTIONAL PRICE SCHEDULE B – SUPPLEMENTARY BACKFILL GROUTING | |||||
| CLI N | Section | Supplies or Services | Quantity and Unit | Unit Price | Amount |
| 3-1 | 03 64 00 | Supplementary Backfill Grout Hole Drilling | 60 lin ft | $ | $ |
| 3-2 | 03 64 00 | Supplementary Backfill Grouting Operations | 200 ft3 | ||
| TOTAL FOR OPTIONAL PRICE SCHEDULE B $ | |||||
| OPTIONAL PRICE SCHEDULE C – CARE OF RESERVOIR RELEASES DURING CONSTRUCTION | |||||
| CLI N | Section | Supplies or Services | Quantity and Unit | Unit Price | Amount |
| 4-1 | 31 03 10 | Care of Reservoir Releases During Construction, Ongoing Jet Grouting within Conduit | For the lump sum of | $ | |
| 4-2 | 31 03 10 | Care of Reservoir Releases During Construction, Ongoing Backfill Grouting | For the lump sum of | $ | |
| 4-3 | 31 03 10 | Care of Reservoir Releases During Construction, Ongoing Conduit Demolition and Repair | For the lump sum of | $ | |
| 4-4 | 31 03 10 | Care of Reservoir Releases During Construction, Ongoing Spillway Channel Remediation | For the lump sum of | $ | |
| TOTAL FOR OPTIONAL PRICE SCHEDULE C $ | |||||
| OPTIONAL PRICE SCHEDULE D – PHASE I DEWATERING | |||||
| CLI N | Section | Supplies or Services | Quantity and Unit | Unit Price | Amount |
| 5-1 | 31 03 33 | Phase I - Supplementary Temporary Observation Wells Installation/Removal | 44 lin ft | $ | $ |
| 5-2 | 31 03 33 | Phase I - Supplementary Deep Wells Installation/Removal | 92 lin ft | $ | $ |
| 5-3 | 31 03 33 | Phase I - Supplementary Deep Wells Operation | 8 months | $ | $ |
| TOTAL FOR OPTIONAL PRICE SCHEDULE D $ | |||||
| OPTIONAL PRICE SCHEDULE E – PHASE II DEWATERING | |||||
| CLI N | Section | Supplies or Services | Quantity and Unit | Unit Price | Amount |
| 6-1 | 31 03 33 | Phase II - Supplementary Temporary Observation Wells Installation/Removal | 44 lin ft | $ | $ |
| 6-2 | 31 03 33 | Phase II - Supplementary Deep Wells Installation/Removal | 91 lin ft | $ | $ |
| 6-3 | 31 03 33 | Phase II - Supplementary Deep Wells Operation | 3 months | $ | $ |
| TOTAL FOR OPTIONAL PRICE SCHEDULE E $ | |||||
| OPTIONAL PRICE SCHEDULE F – PHASE III DEWATERING | |||||
| CLI N | Section | Supplies or Services | Quantity and Unit | Unit Price | Amount |
| 7-1 | 31 03 33 | Phase III - Supplementary Temporary Observation Wells Installation/Removal | 44 lin ft | $ | $ |
| 7-2 | 31 03 33 | Phase III - Supplementary Deep Wells Installation/Removal | 270 lin ft | $ | $ |
| 7-3 | 31 03 33 | Phase III - Supplementary Deep Wells Operation | 4 months | $ | $ |
| TOTAL FOR OPTIONAL PRICE SCHEDULE F $ | |||||
| OPTIONAL PRICE SCHEDULE G – PHASE IV DEWATERING | |||||
| CLI N | Section | Supplies or Services | Quantity and Unit | Unit Price | Amount |
| 8-1 | 31 03 33 | Phase IV - Supplementary Temporary Observation Wells Installation/Removal | 44 lin ft | $ | $ |
| 8-2 | 31 03 33 | Phase IV - Supplementary Deep Wells Installation/Removal | 200 lin ft | $ | $ |
| 8-3 | 31 03 33 | Phase IV - Supplementary Deep Wells Operation | 8 months | $ | $ |
| TOTAL FOR OPTIONAL PRICE SCHEDULE G $ | |||||
| END OF SUPPLIES OR SERVICES AND PRICES/COSTS |
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