Filetype Excel XLSX | Posted on 05 Jul 2022 | 3 years ago
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277x Filetype XLSX File size 0.21 MB Source: highways.dot.gov
Sheet 1: READ FIRST
| Instructions for Cost Estimate | |||||||
| 1) | Choose a sample estimate that fits closest to your scope. | ||||||
| 2) | Update the following: | ||||||
| Assumed Delivery Year: | 2027 | ||||||
| *Current Call for Projects is projected FY26-27, but choose last year as previous years are assumed to be already programmed out. | |||||||
| 3) | Update the yellow highlighted cells on the Estimate tab only for the following information: (Cost field will automatically adjust by formula.) | ||||||
| a) Project Name | |||||||
| b) Scope of Work | |||||||
| c) Work Items | |||||||
| d) Unit Price | |||||||
| e) Quantity | |||||||
| 4) | Double check rounding in Total Project Cost (Rounded). | ||||||
| 5) | Submit spreadsheet with application. | ||||||
| For additional information on estimating construction costs, please refer to: | |||||||
| https://highways.dot.gov/federal-lands/estimates/cfl | |||||||
| Specifically, please refer to the CFL Engineer's Estimate Manual located here: | |||||||
| https://highways.dot.gov/federal-lands/estimates/cfl/estimate-manual | |||||||
| Hawaii FLAP Application Proposed Project Cost Estimate Sample 1 | |||||
| Sample Project # 1 | |||||
| 1.1 miles of major reconstruction of an existing road, widening, improving roadway geometry, constructing rockfall catchment areas, new guardrail, slope armoring, drainage improvements, retaining walls and minor bridge rehabiliation - CFLHD delivered. | |||||
| Work Item Description | Unit | Unit Price | Quantity | Cost | Remarks |
| Watering for Dust Control | LPSM | $30,000 | 1 | $30,000 | |
| Removals of Structures and Obstructions | LPSM | $20,000 | 1 | $20,000 | |
| Roadway Excavation | CUYD | $40 | 20,000 | $800,000 | |
| Waste | CUYD | $25 | 5,000 | $125,000 | |
| Aggregate Base | CUYD | $40 | 8,000 | $320,000 | Assume 6" Depth |
| Pavement Recycling | MILE | $100,000 | 1.10 | $110,000 | |
| Soil Nail/Rock Bolt/Mesh for slope armoring | LPSM | $100,000 | 1.00 | $100,000 | |
| Asphalt Pavement | TON | $140 | 4,000 | $560,000 | Assume 3" Depth |
| Bridge Repair, Railing | LPSM | $100,000 | 1 | $100,000 | |
| Retaining Walls | SQFT | $30 | 1,000 | $30,000 | Assume 10 ft tall x 400 ft |
| Drainage Improvements | LPSM | $200,000 | 1 | $200,000 | Assume 2500 ft of CMP, 70 ft of RCBC |
| Guardrail | LNFT | $35 | 1,000 | $35,000 | |
| Turf Re-establishment | ACRE | $2,000 | 20 | $40,000 | |
| Permanent Traffic Control & Striping | LPSM | $45,000 | 1 | $45,000 | |
| Right of Way Acqusition | LPSM | $20,000 | 1 | $20,000 | Assume 2 private parcels at approx. $10k each. |
| Utility Relocation | LPSM | $10,000 | 1 | $10,000 | Relocation of telephone line. |
| Subtotal | $2,545,000 | ||||
| % of above Subtotal | |||||
| Mobilization | LPSM | 10% | $255,000 | ||
| Construction Survey and Staking | LPSM | 2% | $51,000 | ||
| Contractor Quality Control & Testing | LPSM | 5% | $128,000 | ||
| Temporary Erosion Control | LPSM | 3% | $77,000 | ||
| Clearing and Grubbing | LPSM | 2% | $51,000 | ||
| Temporary Traffic Control | LPSM | 8% | $204,000 | ||
| Subtotal | $3,311,000 | ||||
| Contingency (Required for all projects) | 30% | $994,000 | Refer to Table 1 in the CFL Engineer's Estimate Manual for guidance on contingencies | ||
| Inflation (Assumed 3% per year) | 3% | $685,675 | |||
| Total Construction (CN) | 2027 | $4,990,675 | |||
| Preliminary Engineering (PE) (Required for all projects) | 12% | $598,881 | |||
| Construction Engineering (CE) (Required for all projects) | 12% | $598,881 | |||
| Total Project Cost | $6,188,437 | ||||
| Total Project Cost (Rounded) | $6,190,000 | ||||
| Hawaii FLAP Application Proposed Project Cost Estimate Sample 2 | |||||
| Sample Project # 2 | |||||
| 10 miles of roadway rehabilitation including full depth reclamation, full depth asphalt, signing and striping - CFLHD delivered. | |||||
| Work Item Description | Unit | Unit Price | Quantity | Cost | Remarks |
| Roadway Excavation | CUYD | $40 | 5,000 | $200,000 | |
| Roadway Aggregate (for shouldering) | CUYD | $28 | 8,000 | $224,000 | Assume 10 miles x 4 ft x 6" depth |
| Full Depth Reclamation | SQYD | $8 | 141,000 | $1,128,000 | |
| Asphalt Pavement | TON | $140 | 27,000 | $3,780,000 | Assume 10 miles x 28 ft x 3" |
| Drainage Improvements | LPSM | $200,000 | 1 | $200,000 | |
| Guardrail | LNFT | $35 | 4,000 | $140,000 | |
| Permanent Erosion Control | LPSM | $45,000 | 1 | $45,000 | |
| Permanent Traffic Control & Striping | LPSM | $75,000 | 1 | $75,000 | |
| Subtotal | $5,792,000 | ||||
| % of above Subtotal | |||||
| Mobilization | LPSM | 10% | $580,000 | ||
| Construction Survey and Staking | LPSM | 2% | $116,000 | ||
| Contractor Quality Control & Testing | LPSM | 5% | $290,000 | ||
| Temporary Erosion Control | LPSM | 5% | $290,000 | ||
| Clearing and Grubbing | LPSM | 5% | $290,000 | ||
| Temporary Traffic Control | LPSM | 8% | $464,000 | ||
| Subtotal | $7,822,000 | ||||
| Contingency (Required for all projects) | 30% | $2,347,000 | Refer to Table 1 in the CFL Engineer's Estimate Manual for guidance on contingencies | ||
| Inflation (Assumed 3% per year) | 3% | $1,619,658 | |||
| Total Construction (CN) | 2027 | $11,788,658 | |||
| Preliminary Engineering (PE) (Required for all projects) | 12% | $1,414,638.97 | |||
| Construction Engineering (CE) (Required for all projects) | 10% | $1,178,865.81 | |||
| Total Project Cost | $14,382,163 | ||||
| Total Project Cost (Rounded) | $14,390,000 | ||||
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