Attachment_4_Continuation_of_Section_B_in_Excel_Format.xlsx
XLSX spreadsheet 21 KB Posted
- Attached to
- Hyrum Dam Spillway Replacement Federal contract opportunity
- Solicitation number
- 140R4024R0020
About this file
This document is a Construction Price Schedule for the Hyrum Dam Spillway Replacement project, which is being solicited by the Department of the Interior Bureau of Reclamation. The project involves the construction of a new reinforced concrete spillway, removal of the existing spillway, and associated civil, mechanical, and electrical work. The price schedule includes numerous contract line items for tasks such as concrete work, excavation, drainage systems, roadways, and spillway equipment. Estimated quantities are provided for comparison of offers, but the contract includes a clause for variation in estimated quantities. The solicitation has an anticipated performance period from March 2025 through January 2029. The Construction Price Schedule also includes several optional contract line items for supplementary work related to wells, well points, and temporary observation wells.
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Text version
Construction Price Schedule
| CONTINUATION OF SECTION B IN EXCEL FORMAT |
| CONSTRUCTION PRICE SCHEDULE |
| (a) Offers will be considered for award on the following price schedule, but no offer will be considered for award on only a part of the price schedule. |
| (b) Offers are subject to the terms and conditions of this solicitation. |
| (c) Quantities in the price schedule are estimated quantities for comparison of offers only. Except as provided in the contract clause at FAR 52.211-18, Variation in |
Estimated Quantity, no claim shall be made against the Government for overruns and underruns. The Contract Clause at FAR 52.211-18, Variation in Estimated Quantity does not apply to the lump sum items.
| (d) See the contract clause at WBR 1452.232-81 AI, Payment for Mobilization and Preparatory Work - Bureau of Reclamation AI, for CLIN 00010-01. |
| (e) Definitions |
| (1) CLIN - Contract Line Item Number |
| CLIN | Section | Supplies or Services | Quantity | Unit | Unit Price | Amount | |
| 00010-01 | WBR | ||||||
| 1452.232-81 AI | Mobilization and Preparatory Work | For the Lump Sum of | $ - 0 | ||||
| 00010-02 | 01 31 30 | Contract Document Management System | For the Lump Sum of | $ - 0 | |||
| 00010-03 | 02 41 07 | Removal and Disposal of Existing Features | For the Lump Sum of | $ - 0 | |||
| 00010-04 | 02 83 33 | Removal and Disposal of Equipment with Coatings Containing Regulated Metals | For the Lump Sum of | $ - 0 | |||
| 00010-05 | 03 11 10 | Concrete Forming | 110,000 | ft² | $ - 0 | $ - 0 | |
| 00010-06 | 03 15 12 | 6-inch PVC Waterstops | 5,900 | LF | $ - 0 | $ - 0 | |
| 00010-07 | 03 20 00 | Concrete Reinforcing | 6,000,000 | lb | $ - 0 | $ - 0 | |
| 00010-08 | 03 20 00 | Weldable Concrete Reinforcing | 2,200 | lb | $ - 0 | $ - 0 | |
| 00010-09 | 03 30 00 | Cast-In-Place Concrete | 3,100 | yd³ | $ - 0 | $ - 0 | |
| 00010-10 | 03 30 00 | Reinforced Structural Mass Concrete (RSMC) | 16,000 | yd³ | $ - 0 | $ - 0 | |
| 00010-11 | 03 30 00 | Spillway Test Section | For the Lump Sum of | $ - 0 | |||
| 00010-12 | 03 30 39 | Precast Concrete Deck Panels | For the Lump Sum of | $ - 0 | |||
| 00010-13 | 03 41 33 | Pretensioned Concrete Bridge Beams | For the Lump Sum of | $ - 0 | |||
| 00010-14 | 03 81 10 | Saw/Wire Cut Existing Concrete | 750 | LF | $ - 0 | $ - 0 | |
| 00010-15 | 03 81 10 | Concrete Removal | 3,280 | yd³ | $ - 0 | $ - 0 | |
| 00010-16 | 03 81 10 | Existing Bridge Removal | For the Lump Sum of | $ - 0 | |||
| 00010-17 | 05 50 00 | Miscellaneous Metalwork | For the Lump Sum of | $ - 0 | |||
| 00010-18 | 07 21 20 | Extruded Polystyrene Rigid Foam Insulation | 6,500 | ft² | $ - 0 | $ - 0 | |
| 00010-19 | 07 92 00 | Joint Sealants | For the Lump Sum of | $ - 0 | |||
| 00010-20 | 13 34 20 | Metal Building System | For the Lump Sum of | $ - 0 | |||
| 00010-21 | 26 05 02 | Complete Electrical System | For the Lump Sum of | $ - 0 | |||
| 00010-22 | 26 32 10 | Diesel Engine-Generator Set | For the Lump Sum of | $ - 0 | |||
| 00010-23 | 26 42 13 | Galvanic Anode Cathodic Protection System | For the Lump Sum of | $ - 0 | |||
| 00010-24 | 31 02 10 | Water for Dust Abatement | For the Lump Sum of | $ - 0 | |||
| 00010-25 | 31 03 23 | New Spillway Cofferdam | For the Lump Sum of | $ - 0 | |||
| 00010-26 | 31 03 33 | Stilling Basin Unwatering | For the Lump Sum of | $ - 0 | |||
| 00010-27 | 31 03 33 | Crest Structure Unwatering | For the Lump Sum of | $ - 0 | |||
| 00010-28 | 31 03 33 | Upper Chute Unwatering | For the Lump Sum of | $ - 0 | |||
| 00010-29 | 31 03 33 | Deep Wells | 3,400 | LF | $ - 0 | $ - 0 | |
| 00010-30 | 31 03 33 | Deep Wells Operation and Power | For the Lump Sum of | $ - 0 | |||
| 00010-31 | 31 03 33 | Well Points | 1,000 | LF | $ - 0 | $ - 0 | |
| 00010-32 | 31 03 33 | Well Points Operation and Power | For the Lump Sum of | $ - 0 | |||
| 00010-33 | 31 03 33 | Passive Wells | 2,300 | LF | $ - 0 | $ - 0 | |
| 00010-34 | 31 03 33 | Temporary Observation Wells | 1,350 | LF | $ - 0 | $ - 0 | |
| 00010-35 | 31 09 10 | Abandoning Existing Piezometers | For the Lump Sum of | $ - 0 | |||
| 00010-36 | 31 09 26 | Temporary Measurement Points (TMP) | 26 | EA | $ - 0 | $ - 0 | |
| 00010-37 | 31 09 26 | Spillway Measurement Points (SMP) | 110 | EA | $ - 0 | $ - 0 | |
| 00010-38 | 31 09 26 | Monitoring During Construction | For the Lump Sum of | $ - 0 | |||
| 00010-39 | 31 14 10 | Stripping | 46 | acre | $ - 0 | $ - 0 | |
| 00010-40 | 31 23 30 | Excavation | 300,000 | yd³ | $ - 0 | $ - 0 | |
| 00010-41 | 31 23 51 | Sand Filter | 18,000 | yd³ | $ - 0 | $ - 0 | |
| 00010-42 | 31 23 52 | Gravel Drain Material | 3,800 | yd³ | $ - 0 | $ - 0 | |
| 00010-43 | 31 23 54 | Miscellaneous Fill | 82,000 | yd³ | $ - 0 | $ - 0 | |
| 00010-44 | 31 23 56 | Structural Fill | 2,500 | yd³ | $ - 0 | $ - 0 | |
| 00010-45 | 31 24 10 | Impervious Fill | 35,000 | yd³ | $ - 0 | $ - 0 | |
| 00010-46 | 31 24 20 | Additional Embankment Materials | 500 | yd³ | $ - 0 | $ - 0 | |
| 00010-47 | 31 32 26 | Single Pier Modulus Tests | For the Lump Sum of | $ - 0 | |||
| 00010-48 | 31 32 26 | Multiple Pier Modulus Test | For the Lump Sum of | $ - 0 | |||
| 00010-49 | 31 32 26 | Installed Piers | 18,500 | LF | $ - 0 | $ - 0 | |
| 00010-50 | 31 32 52 | Inspection Well at the Existing Spillway | For the Lump Sum of | $ - 0 | |||
| 00010-51 | 31 37 00 | Type 1 Riprap | 2,900 | yd³ | $ - 0 | $ - 0 | |
| 00010-52 | 31 37 00 | Type 2 Riprap | 3,900 | yd³ | $ - 0 | $ - 0 | |
| 00010-53 | 31 37 00 | Type 3 Riprap | 15,500 | yd³ | $ - 0 | $ - 0 | |
| 00010-54 | 31 37 10 | Type 1 Riprap Bedding | 3,400 | yd³ | $ - 0 | $ - 0 | |
| 00010-55 | 31 37 10 | Type 2 Riprap Bedding | 1,400 | yd³ | $ - 0 | $ - 0 | |
| 00010-56 | 31 37 10 | Type 3 Riprap Bedding | 6,900 | yd³ | $ - 0 | $ - 0 | |
| 00010-57 | 31 41 16 | Steel Sheet Piles | 18,000 | ft² | $ - 0 | $ - 0 | |
| 00010-58 | 31 56 20 | Cutoff | 37,000 | ft² | $ - 0 | $ - 0 | |
| 00010-59 | 32 12 00 | County Road | 2,800 | yd² | $ - 0 | $ - 0 | |
| 00010-60 | 32 12 00 | Access Roads | 2,200 | yd² | $ - 0 | $ - 0 | |
| 00010-61 | 32 12 00 | Demolition of Existing County Road | 2,800 | yd² | $ - 0 | $ - 0 | |
| 00010-62 | 32 15 10 | Gravel Surfacing | 2,200 | yd² | $ - 0 | $ - 0 | |
| 00010-63 | 32 31 10 | Chain Link Fence | For the Lump Sum of | $ - 0 | |||
| 00010-64 | 32 31 30 | Barbed Wire Fence | 1,600 | LF | $ - 0 | $ - 0 | |
| 00010-65 | 32 91 19 | Placing Topsoil | 6 | acre | $ - 0 | $ - 0 | |
| 00010-66 | 32 91 60 | Topsoil Erosion Control Matting | 15,700 | yd² | $ - 0 | $ - 0 | |
| 00010-67 | 32 92 20 | Seeding | 7.5 | acre | $ - 0 | $ - 0 | |
| 00010-68 | 33 05 33 | Spillway Stilling Well | For the Lump Sum of | $ - 0 | |||
| 00010-69 | 33 11 14 | East Field Inverted Siphon | For the Lump Sum of | $ - 0 | |||
| 00010-70 | 33 11 14 | Hyrum Feeder Ditch Pipeline Inverted Siphon | For the Lump Sum of | $ - 0 | |||
| 00010-71 | 33 11 16 | Line Pipe – PVC | 50 | LF | $ - 0 | $ - 0 | |
| 00010-72 | 33 11 16 | Filling, Testing, and Draining Pipe | For the Lump Sum of | $ - 0 | |||
| 00010-73 | 33 46 36 | 4-inch-Diameter Non-perforated HDPE Air Vent Pipe | 93 | LF | $ - 0 | $ - 0 | |
| 00010-74 | 33 46 36 | 8-inch-Diameter Perforated HDPE Pipe | 1,500 | LF | $ - 0 | $ - 0 | |
| 00010-75 | 33 46 36 | 10-inch-Diameter Perforated HDPE Pipe | 5,200 | LF | $ - 0 | $ - 0 | |
| 00010-76 | 33 46 36 | 10-inch-Diameter Non-perforated HDPE Pipe | 2,000 | LF | $ - 0 | $ - 0 | |
| 00010-77 | 33 46 36 | 12-inch-Diameter Perforated HDPE Pipe | 790 | LF | $ - 0 | $ - 0 | |
| 00010-78 | 33 46 36 | 12-inch-Diameter Non-perforated HDPE Pipe | 220 | LF | $ - 0 | $ - 0 | |
| 00010-79 | 33 46 36 | 18-inch-Diameter Non-perforated HDPE Pipe | 32 | LF | $ - 0 | $ - 0 | |
| 00010-80 | 33 46 36 | Cleanouts | 39 | EA | $ - 0 | $ - 0 | |
| 00010-81 | 33 46 36 | Air Vents | 7 | EA | $ - 0 | $ - 0 | |
| 00010-82 | 33 46 42 | Perimeter Drain Weir Boxes | For the Lump Sum of | $ - 0 | |||
| 00010-83 | 34 71 10 | Guardrail | 2,900 | LF | $ - 0 | $ - 0 | |
| 00010-84 | 35 21 20 | Stoplog Guides | For the Lump Sum of | $ - 0 | |||
| 00010-85 | 35 23 50 | Radial Gates | For the Lump Sum of | $ - 0 | |||
| 00010-86 | 41 22 32 | Radial Gate Hoists | For the Lump Sum of | $ - 0 |
TOTAL FOR CONSTRUCTION PRICE SCHEDULE $ - 0
| OPTION 1 | ||||||
| CLIN | Section | Supplies or Services | Quantity | Unit | Unit Price | Amount |
| 00110 | 31 03 23 | New Spillway Cofferdam Emergency Ice Berm - Year One | For the Lump Sum of | $ - 0 |
TOTAL FOR OPTION 1 $ - 0
| OPTION 2 | ||||||
| CLIN | Section | Supplies or Services | Quantity | Unit | Unit Price | Amount |
| 00120 | 31 03 23 | New Spillway Cofferdam Emergency Ice Berm - Year Two | For the Lump Sum of | $ - 0 |
TOTAL FOR OPTION 2 $ - 0
| OPTION 3 | ||||||
| CLIN | Section | Supplies or Services | Quantity | Unit | Unit Price | Amount |
| 00130-01 | 31 03 33 | Supplementary Deep Wells Installation/Removal | 900 | LF | $ - 0 | $ - 0 |
| 00130-02 | 31 03 33 | Supplementary Deep Wells Materials | 900 | LF | $ - 0 | $ - 0 |
TOTAL FOR OPTION 3 $ - 0
| OPTION 4 | ||||||
| CLIN | Section | Supplies or Services | Quantity | Unit | Unit Price | Amount |
| 00140 | 31 03 33 | Supplementary Deep Wells Operation and Power | For the Lump Sum of | $ - 0 |
TOTAL FOR OPTION 4 $ - 0
| OPTION 5 | ||||||
| CLIN | Section | Supplies or Services | Quantity | Unit | Unit Price | Amount |
| 00150-01 | 31 03 33 | Supplementary Well Points Installation/Removal | 510 | LF | $ - 0 | $ - 0 |
| 00150-02 | 31 03 33 | Supplementary Well Points Materials | 510 | LF | $ - 0 | $ - 0 |
TOTAL FOR OPTION 5 $ - 0
| OPTION 6 | ||||||
| CLIN | Section | Supplies or Services | Quantity | Unit | Unit Price | Amount |
| 00160 | 31 03 33 | Supplementary Well Points Operation and Power | For the Lump Sum of | $ - 0 |
TOTAL FOR OPTION 6 $ - 0
| OPTION 7 | ||||||
| CLIN | Section | Supplies or Services | Quantity | Unit | Unit Price | Amount |
| 00170-01 | 31 03 33 | Supplementary Passive Wells Installation/Removal | 1,510 | LF | $ - 0 | $ - 0 |
| 00170-02 | 31 03 33 | Supplementary Passive Wells Materials | 1,510 | LF | $ - 0 | $ - 0 |
TOTAL FOR OPTION 7 $ - 0
| OPTION 8 | ||||||
| CLIN | Section | Supplies or Services | Quantity | Unit | Unit Price | Amount |
| 00180-01 | 31 03 33 | Supplementary Temporary Observation Wells Installation/Removal | 690 | LF | $ - 0 | $ - 0 |
| 00180-02 | 31 03 33 | Supplementary Temporary Observation Wells Materials | 690 | LF | $ - 0 | $ - 0 |
TOTAL FOR OPTION 8 $ - 0
TOTAL FOR OPTION SCHEDULES 1 - 8 $ - 0
TOTAL FOR CONSTRUCTION PRICE SCHEDULE AND OPTION SCHEDULES 1 - 8 $ - 0
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