BurdettPark_GMP_Pricing_Workbook_v2.xlsx
XLSX spreadsheet 41 KB Posted
- Solicitation number
- PE-66020-NONST-2026-000000088
- Issued by
- Fulton County, Georgia
About this file
This is a General Maximum Price (GMP) Pricing Workbook for the Burdett Park Walking Trails Project prepared for the City of South Fulton, Georgia's General Services Department. The project encompasses the construction of approximately 4,000 linear feet of walking trails across 26.8 acres (9.2-acre park area and 17.6-acre trail area) at 2945 Burdett Road using a Construction Manager at Risk (CMAR) delivery method. The workbook supports four surface alternates: Concrete (ALT A), Synthetic Soft Surface (ALT B), Natural Turf (ALT C), and Gravel Fines (ALT D), with provisions for two creek crossings using either bridge or culvert methods. The workbook includes detailed pricing for both 8-foot and 12-foot trail widths and provides comprehensive cost breakdowns by Construction Specifications Institute (CSI) division, including site preparation, surfacing, drainage, signage, and site restoration.
The base trail construction costs vary significantly by surface type: Concrete at $154,800 (8-foot width) or $156,800 (12-foot width); Synthetic Soft at $321,268.74 (8-foot) or $472,303.11 (12-foot); Natural Turf at $8,862.43 (8-foot) or $12,813.65 (12-foot); and Gravel Fines at $53,112.44 (8-foot) or $74,846.16 (12-foot). Creek crossing costs total $40,000 for two bridge installations at $900 per linear foot with a 40-foot average span. The workbook incorporates soft cost allocations of 35 percent for planning, design, administration, environmental compliance, and construction administration, with additional percentages applied for mobilization (5 percent), bonds and insurance (3 percent), SWPPP/erosion and sediment control (3 percent), and construction contingency (10 percent). The workbook provides template structures for general conditions tracking, monthly cost reporting, contingency logging, risk registers, and cash flow management, though these sections remain unpopulated pending finalization of project parameters and CMAR fee determination.
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Cover
| Burdett Park Walking Trails — GMP Pricing Workbook (v2) | |
| Prepared: 2026-02-07 | |
| Owner | City of South Fulton, Georgia – General Services Department |
| Owner Address | 4715 Frederick Drive SW |
| Site Address | 2945 Burdett Road |
| Site ID | 13 0099 LL0311 |
| Project Area | 26.8 acres (Park Area: 9.2 ac; Trail Area: 17.6 ac) |
| Delivery Method | Construction Manager at Risk (CMAR) |
| Notes | Workbook supports Alternates A–D (Concrete, Synthetic Soft, Natural Turf, Gravel Fines) with two crossings allowance. |
Assumptions
| Input | Value | Notes |
| Trail Length (ft) | 4000 | < 1 mile (5,280 ft) |
| Trail Width (ft) | 8 | Typical park walking width |
| Surface Alternate | ALT D – Gravel Fines | Choose: ALT A – Concrete; ALT B – Synthetic Soft; ALT C – Natural Turf; ALT D – Gravel Fines |
| Creek Crossings (qty) | 2 | Enter 0–2 |
| Crossing Method | Bridge | Options: Bridge or Culvert |
| Bridge Unit Cost ($/LF) | $900 | Planning default; adjust per supplier |
| Avg Bridge Span (LF) | 40 | Per crossing |
| Culvert Unit Cost ($/EA) | $1,600 | Typical 24" x 16' example |
| Mobilization (%) | 5 | Placeholder |
| Bonds & Insurance (%) | 3 | Placeholder |
| SWPPP / E&S (%) | 3 | Placeholder |
| Construction Contingency (%) | 10 | Placeholder |
| Planning/Design/Admin/Env/CA (%) | 35 | Soft costs placeholder |
| Derived | Value | Formula/Notes |
| Trail Area (SF) | 32,000 | Computed area |
Alternates_Summary
| Alternate | Unit Cost (per SF) | Unit Cost (per LF) | Trail Area (SF) | Trail Length (LF) | Base Trail Cost ($) | Notes |
| ALT A – Concrete | $12.00 | $96.00 | 32000 | 4000 | 154800 | High durability |
| ALT B – Synthetic Soft | $6.00 | $48.00 | 32000 | 4000 | 321268.742716049 | Engineered soft surface system |
| ALT C – Natural Turf | $0.75 | $6.00 | 32000 | 4000 | 8862.4345679012 | Natural tread with light grading |
| ALT D – Gravel Fines | $2.50 | $20.00 | 32000 | 4000 | 53112.4390123457 | Crusher/gravel fines over base as needed |
Crossings_Calc
| Parameter | Value | Notes |
| Crossings (qty) | 2 | |
| Method (Bridge/Culvert) | Bridge | |
| Bridge Unit Cost ($/LF) | $900 | |
| Avg Bridge Span (LF) | 40 | |
| Culvert Unit Cost ($/EA) | $1,600 | 24" x 16' example; 2.5 required |
| Bridge Cost ($) | $36,000 | If selected |
| Culvert Cost ($) | $4,000 | If selected |
| Total Crossings Cost ($) | $40,000 |
Cost_of_Work_CSI
| CSI Division | Budget ($) | Notes |
| 02 Existing Conditions / Select Demo | ||
| 03 Concrete | ||
| 04 Masonry | ||
| 05 Metals | ||
| 06 Wood/Plastics | ||
| 07 Thermal & Moisture Protection | ||
| 08 Openings | ||
| 09 Finishes | ||
| 10 Specialties | ||
| 11 Equipment | ||
| 12 Furnishings | ||
| 13 Special Construction | ||
| 21 Fire Suppression | ||
| 22 Plumbing | ||
| 23 HVAC | ||
| 26 Electrical | ||
| 27 Communications/IT | ||
| 28 Electronic Safety & Security | ||
| 31 Earthwork | ||
| 32 Exterior Improvements | ||
| 33 Utilities | ||
| Trail Surfacing (Selected Alternate) | 53112.4390123457 | Pulls from detailed tabs |
| Crossings (from Crossings_Calc) | 4000 | Total crossings cost |
| SUBTOTAL – Cost of Work | Sum above items |
GC_TimePhased
| GC Item | M1 | M2 | M3 | M4 | M5 | M6 | M7 | M8 | M9 | M10 | M11 | M12 | Total ($) |
| Project Manager | 0 | ||||||||||||
| Superintendent | 0 | ||||||||||||
| Project Engineer | 0 | ||||||||||||
| Safety Manager | 0 | ||||||||||||
| Admin/Clerical | 0 | ||||||||||||
| Field Office/Trailer | 0 | ||||||||||||
| Temp Utilities | 0 | ||||||||||||
| Sanitary Facilities | 0 | ||||||||||||
| Waste/Dumpsters | 0 | ||||||||||||
| Fencing & Gates | 0 | ||||||||||||
| Security/Badging | 0 | ||||||||||||
| Small Tools | 0 | ||||||||||||
| Layout/Survey | 0 | ||||||||||||
| Cleaning/Housekeeping | 0 | ||||||||||||
| Testing/Inspections | 0 | ||||||||||||
| Closeout/O&M/Training | 0 | ||||||||||||
| TOTAL GC ($) | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Allowances
| Allowance Item | Amount ($) | Notes |
| Two Creek Crossings (via Crossings_Calc) | 4000 | Do not double-count if in CSI |
| Additional Drainage Structures | Cross-drains, culverts, armor | |
| Signage/Wayfinding | Kiosks, markers |
Unit_Prices
| Item | Unit | Unit Rate ($) | Notes |
| Earthwork/Grading | CY | ||
| Crusher Fines Surfacing | SF | ||
| Concrete Pavement | SF | ||
| Interlocking Pavers | SF | ||
| Synthetic Surfacing | SF | ||
| Boardwalk/Bridge | LF | ||
| Culvert (24" x 16') | EA |
Bid_Packages Package ID Trade Scope Bidders Issue Date Bid Due Award Date Status Notes
Long_Lead_Log Item Spec Section Vendor/Sub Submittal Planned Submittal Actual Approval Date Release Date Fab Lead (wks) Delivery Target On-Site Need Risk Status Mitigation Action
Monthly_Cost_Report
| Period | Original GMP | Approved COs | Revised GMP | Costs to Date | ETC | EAC | Variance to GMP | Notes |
| M1 | 0 | 0 | 0 | |||||
| M2 | 0 | 0 | 0 | |||||
| M3 | 0 | 0 | 0 | |||||
| M4 | 0 | 0 | 0 | |||||
| M5 | 0 | 0 | 0 | |||||
| M6 | 0 | 0 | 0 | |||||
| M7 | 0 | 0 | 0 | |||||
| M8 | 0 | 0 | 0 | |||||
| M9 | 0 | 0 | 0 | |||||
| M10 | 0 | 0 | 0 | |||||
| M11 | 0 | 0 | 0 | |||||
| M12 | 0 | 0 | 0 |
Cash_Flow
| Month | M1 | M2 | M3 | M4 | M5 | M6 | M7 | M8 | M9 | M10 | M11 | M12 | Total |
| Planned Spend ($) | 0 | ||||||||||||
| Actual Spend ($) | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Contingency_Log
| ID | Date | Description | Amount ($) | Approved By | Running Balance ($) |
| 1 | 0 | ||||
| 2 | 0 | ||||
| 3 | 0 | ||||
| 4 | 0 | ||||
| 5 | 0 | ||||
| 6 | 0 | ||||
| 7 | 0 | ||||
| 8 | 0 | ||||
| 9 | 0 | ||||
| 10 | 0 | ||||
| 11 | 0 | ||||
| 12 | 0 | ||||
| 13 | 0 | ||||
| 14 | 0 | ||||
| 15 | 0 | ||||
| 16 | 0 | ||||
| 17 | 0 | ||||
| 18 | 0 | ||||
| 19 | 0 | ||||
| 20 | 0 |
Risk_Register
| Risk ID | Description | Prob. (0-1) | Impact ($) | Exposure ($) | Owner | Mitigation/Notes |
| 1 | 0 | |||||
| 2 | 0 | |||||
| 3 | 0 | |||||
| 4 | 0 | |||||
| 5 | 0 | |||||
| 6 | 0 | |||||
| 7 | 0 | |||||
| 8 | 0 | |||||
| 9 | 0 | |||||
| 10 | 0 | |||||
| 11 | 0 | |||||
| 12 | 0 | |||||
| 13 | 0 | |||||
| 14 | 0 | |||||
| 15 | 0 | |||||
| 16 | 0 | |||||
| 17 | 0 | |||||
| 18 | 0 | |||||
| 19 | 0 | |||||
| 20 | 0 |
GMP_Summary
| Component | Value ($) | Notes |
| A. Cost of the Work (Subtotal) | 4000 | CSI + Selected Alternate + Crossings |
| B. General Conditions | Sum of monthly GCs | |
| C. Mobilization (%) | ERROR:#VALUE! | Placeholder % applied to CoW+GC |
| D. Bonds & Insurance (%) | ERROR:#VALUE! | Placeholder % applied to CoW+GC |
| E. SWPPP / E&S (%) | ERROR:#VALUE! | Placeholder % applied to CoW+GC |
| F. Subtotal (Hard Costs) | Cost of Work + GC + A-C | |
| G. Construction Contingency (%) | ERROR:#VALUE! | Placeholder % of Hard Costs |
| H. Subtotal incl. Contingency | ||
| I. CMAR Fee (%) | Enter fee % here | |
| J. CMAR Fee ($) | Computed | |
| K. GMP (Construction) | ERROR:#VALUE! | Subtotal incl. Contingency + CMAR Fee $ |
| L. Soft Costs (Planning/Design/Admin/Env/CA) | Placeholder % of GMP | |
| M. Total Project Budget | GMP + Soft Costs |
ALT_A_Concrete
| ALT A – Concrete Detailed Pricing | |||||
| Parameter | Value | Notes | |||
| Trail Length (ft) | 4000 | ||||
| Trail Width (ft) | 8 | ||||
| Trail Area (SF) | 32000 | Links to derived area | |||
| Concrete Thickness (in) | 4 | Editable | |||
| Base Thickness (in) | 6 | Editable | |||
| Waste Factor (%) | 5 | Applied to concrete/base volumes | |||
| Joint Spacing (ft) | 12 | Typical 10–12 ft | |||
| Concrete Volume (CY) | 414.8148148148 | Area × conc thickness with waste | |||
| Base Volume (CY) | 622.2222222222 | Area × base thickness with waste | |||
| Joint Sawcut (LF) | 2666.6666666667 | Transverse joints × width | |||
| Edge Forms (LF) | 8000 | Two edges × length | |||
| Item | Unit | Qty | Unit Rate ($) | Cost ($) | Notes |
| Clearing & Grubbing | SF | 32000 | 0.15 | 4800 | Surface vegetation removal |
| Subgrade Proof-rolling | LS | 1 | 2000 | 2000 | Allow 1 LS |
| Granular Base | CY | 622.2222222222 | 60 | 37333.3333333333 | 6" base |
| Concrete 4" | CY | 414.8148148148 | 180 | 74666.6666666667 | Broom finish; air-entrained |
| Joint Sawcut | LF | 2666.6666666667 | 1.5 | 4000 | Transverse joints |
| Edge Forms | LF | 8000 | 2.5 | 20000 | If not slipformed |
| Sawcut Sealing/Backer (if req.) | LF | 0.75 | 0 | Optional | |
| ADA Truncated Domes (where req.) | EA | 350 | 0 | At road crossings | |
| Site Restoration/Shoulders | LF | 8000 | 1.5 | 12000 | Shoulder grading/seed |
| Subtotal ($) | 154800 | ||||
| Contingency (Editable %) | |||||
| Total Trail Construction (ALT A) | 154800 |
ALT_B_SyntheticSoft
| ALT B – Synthetic Soft Detailed Pricing | |||||
| Parameter | Value | Notes | |||
| Trail Length (ft) | 4000 | ||||
| Trail Width (ft) | 8 | ||||
| Trail Area (SF) | 32000 | ||||
| Synthetic System ($/SF) | 6 | Enter vendor pricing as needed | |||
| Base Thickness (in) | 4 | Editable | |||
| Waste Factor (%) | 5 | Applied to base volume | |||
| Avg Trim/Fill Depth (in) | 1 | Light shaping depth | |||
| Base Volume (CY) | 837.5308641975 | Area × base thickness × (1+waste) | |||
| Trim/Fill Volume (CY) | 0.0987654321 | Area × trim depth | |||
| Item | Unit | Qty | Unit Rate ($) | Cost ($) | Notes |
| Clearing & Grubbing | SF | 8 | 0.12 | 0.96 | Surface vegetation removal |
| Subgrade Shaping | CY | 0.0987654321 | 12 | 1.1851851852 | Light cut/fill |
| Geotextile Separator (opt) | SF | 8 | 0.3 | 2.4 | If required |
| Aggregate Base | CY | 837.5308641975 | 55 | 46064.1975308642 | Base for synthetic system |
| Synthetic Surfacing | SF | 8 | 32000 | 256000 | System price ($/SF) |
| Edge Transitions | LF | 8000 | 1.2 | 9600 | Tie-in to natural ground |
| Site Restoration/Shoulders | LF | 8000 | 1.2 | 9600 | Shoulder grading/seed |
| Subtotal ($) | 321268.742716049 | ||||
| Contingency (Editable %) | |||||
| Total Trail Construction (ALT B) | 321268.742716049 |
ALT_C_NaturalTurf
| ALT C – Natural Turf Detailed Pricing | |||||
| Parameter | Value | Notes | |||
| Trail Length (ft) | 4000 | ||||
| Trail Width (ft) | 8 | ||||
| Trail Area (SF) | 32000 | ||||
| Avg Trim/Fill Depth (in) | 1 | Light grading depth | |||
| Shoulder Width (ft) | 2 | Each side | |||
| Sod Coverage (%) | 0 | Percent of shoulder area to sod | |||
| Trim/Fill Volume (CY) | 790.1234567901 | Area × depth | |||
| Shoulder Seeding Area (SF) | 8000 | 2 sides × length × shoulder width | |||
| Sod Area (SF) | 0 | Coverage % × shoulder area | |||
| Item | Unit | Qty | Unit Rate ($) | Cost ($) | Notes |
| Clearing & Grubbing | SF | 8 | 0.1 | 0.8 | Vegetation removal along tread |
| Light Grading (cut/fill) | CY | 790.1234567901 | 10 | 7901.2345679012 | Minor shaping |
| Rolling/Compaction | SF | 8 | 0.05 | 0.4 | Finish rolling |
| Seeding & Mulch (shoulders) | SF | 8000 | 0.12 | 960 | Stabilization of edges |
| Sodding (shoulders/select areas) | SF | 0 | 1.8 | 0 | Rapid stabilization as needed |
| Cross-Drain Culverts (opt) | EA | 500 | 0 | If required outside main crossings | |
| Silt Fence / E&S Controls | LF | 2.5 | 0 | As required by SWPPP | |
| Subtotal ($) | 8862.4345679012 | ||||
| Contingency (Editable %) | |||||
| Total Trail Construction (ALT C) | 8862.4345679012 |
ALT_D_GravelFines
| ALT D – Gravel Fines Detailed Pricing | |||||
| Parameter | Value | Notes | |||
| Trail Length (ft) | 4000 | ||||
| Trail Width (ft) | 8 | ||||
| Trail Area (SF) | 32000 | ||||
| Fines Thickness (in) | 3 | Editable | |||
| Base Thickness (in) | 0 | Enter >0 if base needed | |||
| Waste Factor (%) | 5 | Applied to volumes | |||
| Avg Trim/Fill Depth (in) | 1 | Light shaping depth | |||
| Fines Volume (CY) | 790.1234567901 | Area × fines thickness × (1+waste) | |||
| Base Volume (CY) | 0.0740740741 | Area × base thickness × (1+waste) | |||
| Trim/Fill Volume (CY) | 0.1234567901 | Area × trim depth | |||
| Item | Unit | Qty | Unit Rate ($) | Cost ($) | Notes |
| Clearing & Grubbing | SF | 8 | 0.12 | 0.96 | Vegetation removal along tread |
| Subgrade Shaping | CY | 0.0740740741 | 12 | 0.8888888889 | Light cut/fill |
| Geotextile Separator (opt) | SF | 8 | 0.3 | 2.4 | If required |
| Aggregate Base (if any) | CY | 790.1234567901 | 55 | 43456.7901234568 | Only if base>0 |
| Gravel/Crusher Fines (CY) | CY | 1 | 45 | 45 | Priced by volume |
| Gravel/Crusher Fines (SF) | SF | 8 | 0.8 | 6.4 | Alternate area pricing (optional) |
| Rolling Grade Dips / Drainage | EA | 150 | 0 | Quantity as needed | |
| Site Restoration/Shoulders | LF | 8000 | 1.2 | 9600 | Shoulder grading/seed |
| Subtotal ($) | 53112.4390123457 | ||||
| Contingency (Editable %) | |||||
| Total Trail Construction (ALT D) | 53112.4390123457 |
ALT_A_Concrete_12ft
| ALT A – Concrete Detailed Pricing | |||||
| Parameter | Value | Notes | |||
| Trail Length (ft) | 4000 | ||||
| Trail Width (ft) | 12 | ||||
| Trail Area (SF) | 32000 | Links to derived area | |||
| Concrete Thickness (in) | 4 | Editable | |||
| Base Thickness (in) | 6 | Editable | |||
| Waste Factor (%) | 5 | Applied to concrete/base volumes | |||
| Joint Spacing (ft) | 12 | Typical 10–12 ft | |||
| Concrete Volume (CY) | 414.8148148148 | Area × conc thickness with waste | |||
| Base Volume (CY) | 622.2222222222 | Area × base thickness with waste | |||
| Joint Sawcut (LF) | 4000 | Transverse joints × width | |||
| Edge Forms (LF) | 8000 | Two edges × length | |||
| Item | Unit | Qty | Unit Rate ($) | Cost ($) | Notes |
| Clearing & Grubbing | SF | 32000 | 0.15 | 4800 | Surface vegetation removal |
| Subgrade Proof-rolling | LS | 1 | 2000 | 2000 | Allow 1 LS |
| Granular Base | CY | 622.2222222222 | 60 | 37333.3333333333 | 6" base |
| Concrete 4" | CY | 414.8148148148 | 180 | 74666.6666666667 | Broom finish; air-entrained |
| Joint Sawcut | LF | 4000 | 1.5 | 6000 | Transverse joints |
| Edge Forms | LF | 8000 | 2.5 | 20000 | If not slipformed |
| Sawcut Sealing/Backer (if req.) | LF | 0.75 | 0 | Optional | |
| ADA Truncated Domes (where req.) | EA | 350 | 0 | At road crossings | |
| Site Restoration/Shoulders | LF | 8000 | 1.5 | 12000 | Shoulder grading/seed |
| Subtotal ($) | 156800 | ||||
| Contingency (Editable %) | |||||
| Total Trail Construction (ALT A) | 156800 |
ALT_B_SyntheticSoft_12ft
| ALT B – Synthetic Soft Detailed Pricing | |||||
| Parameter | Value | Notes | |||
| Trail Length (ft) | 4000 | ||||
| Trail Width (ft) | 12 | ||||
| Trail Area (SF) | 32000 | ||||
| Synthetic System ($/SF) | 6 | Enter vendor pricing as needed | |||
| Base Thickness (in) | 4 | Editable | |||
| Waste Factor (%) | 5 | Applied to base volume | |||
| Avg Trim/Fill Depth (in) | 1 | Light shaping depth | |||
| Base Volume (CY) | 1256.2962962963 | Area × base thickness × (1+waste) | |||
| Trim/Fill Volume (CY) | 0.1481481481 | Area × trim depth | |||
| Item | Unit | Qty | Unit Rate ($) | Cost ($) | Notes |
| Clearing & Grubbing | SF | 12 | 0.12 | 1.44 | Surface vegetation removal |
| Subgrade Shaping | CY | 0.1481481481 | 12 | 1.7777777778 | Light cut/fill |
| Geotextile Separator (opt) | SF | 12 | 0.3 | 3.6 | If required |
| Aggregate Base | CY | 1256.2962962963 | 55 | 69096.2962962963 | Base for synthetic system |
| Synthetic Surfacing | SF | 12 | 32000 | 384000 | System price ($/SF) |
| Edge Transitions | LF | 8000 | 1.2 | 9600 | Tie-in to natural ground |
| Site Restoration/Shoulders | LF | 8000 | 1.2 | 9600 | Shoulder grading/seed |
| Subtotal ($) | 472303.114074074 | ||||
| Contingency (Editable %) | |||||
| Total Trail Construction (ALT B) | 472303.114074074 |
ALT_C_NaturalTurf_12ft
| ALT C – Natural Turf Detailed Pricing | |||||
| Parameter | Value | Notes | |||
| Trail Length (ft) | 4000 | ||||
| Trail Width (ft) | 12 | ||||
| Trail Area (SF) | 32000 | ||||
| Avg Trim/Fill Depth (in) | 1 | Light grading depth | |||
| Shoulder Width (ft) | 2 | Each side | |||
| Sod Coverage (%) | 0 | Percent of shoulder area to sod | |||
| Trim/Fill Volume (CY) | 1185.1851851852 | Area × depth | |||
| Shoulder Seeding Area (SF) | 8000 | 2 sides × length × shoulder width | |||
| Sod Area (SF) | 0 | Coverage % × shoulder area | |||
| Item | Unit | Qty | Unit Rate ($) | Cost ($) | Notes |
| Clearing & Grubbing | SF | 12 | 0.1 | 1.2 | Vegetation removal along tread |
| Light Grading (cut/fill) | CY | 1185.1851851852 | 10 | 11851.8518518519 | Minor shaping |
| Rolling/Compaction | SF | 12 | 0.05 | 0.6 | Finish rolling |
| Seeding & Mulch (shoulders) | SF | 8000 | 0.12 | 960 | Stabilization of edges |
| Sodding (shoulders/select areas) | SF | 0 | 1.8 | 0 | Rapid stabilization as needed |
| Cross-Drain Culverts (opt) | EA | 500 | 0 | If required outside main crossings | |
| Silt Fence / E&S Controls | LF | 2.5 | 0 | As required by SWPPP | |
| Subtotal ($) | 12813.6518518519 | ||||
| Contingency (Editable %) | |||||
| Total Trail Construction (ALT C) | 12813.6518518519 |
ALT_D_GravelFines_12ft
| ALT D – Gravel Fines Detailed Pricing | |||||
| Parameter | Value | Notes | |||
| Trail Length (ft) | 4000 | ||||
| Trail Width (ft) | 12 | ||||
| Trail Area (SF) | 32000 | ||||
| Fines Thickness (in) | 3 | Editable | |||
| Base Thickness (in) | 0 | Enter >0 if base needed | |||
| Waste Factor (%) | 5 | Applied to volumes | |||
| Avg Trim/Fill Depth (in) | 1 | Light shaping depth | |||
| Fines Volume (CY) | 1185.1851851852 | Area × fines thickness × (1+waste) | |||
| Base Volume (CY) | 0.1111111111 | Area × base thickness × (1+waste) | |||
| Trim/Fill Volume (CY) | 0.1851851852 | Area × trim depth | |||
| Item | Unit | Qty | Unit Rate ($) | Cost ($) | Notes |
| Clearing & Grubbing | SF | 12 | 0.12 | 1.44 | Vegetation removal along tread |
| Subgrade Shaping | CY | 0.1111111111 | 12 | 1.3333333333 | Light cut/fill |
| Geotextile Separator (opt) | SF | 12 | 0.3 | 3.6 | If required |
| Aggregate Base (if any) | CY | 1185.1851851852 | 55 | 65185.1851851852 | Only if base>0 |
| Gravel/Crusher Fines (CY) | CY | 1 | 45 | 45 | Priced by volume |
| Gravel/Crusher Fines (SF) | SF | 12 | 0.8 | 9.6 | Alternate area pricing (optional) |
| Rolling Grade Dips / Drainage | EA | 150 | 0 | Quantity as needed | |
| Site Restoration/Shoulders | LF | 8000 | 1.2 | 9600 | Shoulder grading/seed |
| Subtotal ($) | 74846.1585185185 | ||||
| Contingency (Editable %) | |||||
| Total Trail Construction (ALT D) | 74846.1585185185 |
File details come from the government source that posted it. Updated .