Fillable_Cost_Estimate.xlsx
XLSX spreadsheet 20 KB Posted
- Solicitation number
- 26-B-119KW
- Issued by
- Volusia County, Florida
About this file
This is a cost estimate document for construction services under a CDBG-DR (Community Development Block Grant for Disaster Recovery) project administered by Volusia County's Office of Recovery and Resiliency in Florida. The document outlines two major project scopes: Stormwater Pond and Pump Station Improvements, and Lantern Park Subdivision Drainage Improvements. These projects are funded through HUD disaster recovery assistance related to Hurricane Ian damage sustained in September 2022. The cost estimate includes 30 line items detailing various construction components such as mobilization, excavation, concrete pipe culverts, utility installations, fencing, stormwater pump station construction, and asphalt concrete work, with quantities ranging from single units for specialized equipment to 48,000 cubic yards for regular excavation.
The cost estimate is presented as a fillable Excel spreadsheet with columns for pay item numbers, descriptions, units of measure, unit costs, quantities, and total costs, though specific dollar amounts are not populated in the provided excerpt. The project encompasses site preparation (clearing and grubbing, erosion control), structural components (concrete elliptical pipes, flap gates, riprap), utility infrastructure (HDPE pipe, valves, meter boxes), and site improvements (fencing, turf, and access). The estimate format indicates that certain cost items are calculated as percentages of the total project cost, including mobilization (10-15%), maintenance of traffic (5%), and erosion control measures (5%), suggesting a cost-plus or percentage-based pricing structure typical of public construction projects funded through federal disaster recovery programs.
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Text version
Table 1
| Item | Pay Item No. | Description | Units | Unit Cost | Quantity | Total | |
| Stormwater Pond and Pump Station Improvements | |||||||
| 1 | 101-1 | Mobilization (10% of Total) | LS | 1 | |||
| 2 | 102-1 | Maintenance of Traffic (5% of Total) | LS | 1 | |||
| 3 | 104-1 | Prevention, Control and Abatement of Erosion and | |||||
| Water Pollution (5% of Total) | LS | 1 | |||||
| 4 | 110-1-1 | Clearing and Grubbing (10% of Total) | LS | 1 | |||
| 5 | 120-1 | Regular Excavation | CY | 48000 | |||
| 6 | 430-175-266 | Pipe Culvert, Concrete, Elliptical, 66" S/CD | LF | 65 | |||
| 7 | 430-880 | Flap Gates, 0-24'' | EA | 1 | |||
| 8 | 430-982-644 | Mitered End Section, Elliptical, 66" CD | EA | 1 | |||
| 9 | 530-3-4 | Riprap, Rubble, F&I, Ditch Lining | TN | 85 | |||
| 10 | 550-10-220 | Fencing, Type B, 5.1-6.0', Standard | LF | 1250 | |||
| 11 | 550-60-222 | Fence Gate, Type B, Double, 6.1-12.0' Opening | EA | 1 | |||
| 12 | 570-1-2 | Performance Turf, Sod | LS | 1 | |||
| 13 | 639-4-4 | Emergency Generator - Portable Install - Non | |||||
| retrofit; Fdot Furnished | EA | 1 | |||||
| 14 | 1050-42-218 | Utility Pipe - High Density Polyethylene, Furnish | |||||
| & Install, Water/Sewer, 18" | LF | 1500 | |||||
| 15 | 1055-13 | Utility Fittings, Install | LS | 1 | |||
| 16 | 1080-21-118 | Utility Fixture - Valve/Meter Box, Furnish & | |||||
| Install, 18" | EA | 1 | |||||
| 17 | 900-1 | Stormwater Pump Station | LS | 1 | |||
| 18 | 900-2 | Junction Box | LS | 1 | |||
| 19 | 900-3 | Mechanical (including startup) | LS | 1 | |||
| 20 | 900-4 | Electrical (including purchase and startup of | |||||
| control and power panels, remote monitoring, and related items) | LS | 1 | |||||
| 21 | 900-5 | Misc. Utility Coordination | LS | 1 | |||
| 22 | 900-6 | Driveway Access | LS | 1 | |||
| Lantern Park Subdivision Drainage Improvements | |||||||
| 23 | 101-1 | Mobilization (15% of Total) | LS | 1 | |||
| 24 | 102-1 | Maintenance of Traffic (5% of Total) | LS | 1 | |||
| 25 | 104-1 | Prevention, Control and Abatement of Erosion and | |||||
| Water Pollution (5% of Total) | LS | 1 | |||||
| 26 | 110-1-1 | Clearing and Grubbing (10% of Total) | LS | 1 | |||
| 27 | 160-4 | Type B Stabilization (12") | SY | 40 | |||
| 28 | 285-704 | Optional Base, Base Group 04 (6") | SY | 40 | |||
| 29 | 334-1-13 | Superpave Asphaltic Concrete, Traffic C (2") | TN | 5 | |||
| 30 | 425-1-441 | Inlet, Curb, Type J-4, <10' | EA | 5 | |||
| 31 | 425-11 | Modify Existing Drainage Structure | EA | 4 | |||
| 32 | 430-175-224 | Pipe Culvert, Concrete, Elliptical, 24" S/CD | LF | 105 | |||
| 33 | 430-175-230 | Pipe Culvert, Concrete, Elliptical, 30" S/CD | LF | 140 | |||
| 34 | 430-175-236 | Pipe Culvert, Concrete, Elliptical, 36" S/CD | LF | 225 | |||
| 35 | 522-1 | Concrete Sidewalk and Driveways, 4" Thick | SY | 20 | |||
| 36 | 570-1-2 | Performance Turf, Sod | LS | 1 | |||
| ESTIMATED TOTAL COST: |
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