Appendix
Conceptual Construction Cost Estimate - Luxton P&R
January 15, 2019Pages 146–1472 sections
Construction cost estimate for the Luxton P&R facility.
Total Estimated Cost: $1,123,300Date: 23 July '18Includes $210,050 in indirect costs
PROJECT: ISLAND HWY TRANSIT PRIORITY PLAN CLIENT: BC TRANSIT DATE: 23 JULY '18 PACKAGE: Luxton P&R Rev. 0
| TRADE | ITEM | DESCRIPTION | QTY | UNIT | UNIT RATE | TOTAL COST |
|---|---|---|---|---|---|---|
| 10 | Site Removal & Utility Work | |||||
| 10.1 | Site Removal & Utility Work | 10,595 | ||||
| 10.1.01 | Remove Concrete Barrier | 135.0 | M | 35.0 | 4,725 | |
| 10.1.02 | Remove Existing Curb & Gutter | 106.0 | M | 15.0 | 1,590 | |
| 10.1.03 | Saw Cut | 60.0 | M | 8.0 | 480 | |
| 10.1.04 | Remove Gate | 2.0 | EA | 500.0 | 1,000 | |
| 10.1.05 | Remove Signage | 1.0 | EA | 800.0 | 800 | |
| 10.1.06 | Remove others | 1.0 | LS | 2,000.0 | 2,000 | |
| 10 | SUB-TOTAL: | Site Removal & Utility Work | 10,595 | |||
| 20 | Grading & Drainage Work | |||||
| 20.1 | Grading & Drainage Work | 183,290 | ||||
| 20.1.01 | Clearing | 4,634.87 | M2 | 3.00 | 13,905 | |
| 20.1.01 | Topsoil Stripping | 4,634.87 | M2 | 5.0 | 23,174 | |
| 20.1.02 | Soil Import Fill | 2,317.4 | M3 | 25.0 | 57,936 | |
| 20.1.03 | PVC 200mm Pipe | 314.0 | M | 120.0 | 37,680 | |
| 20.1.04 | PVC 300mm Pipe | 30.0 | M | 150.0 | 4,500 | |
| 20.1.05 | Catch Basin | 14.0 | EA | 1,000.0 | 14,000 | |
| 20.1.06 | Oil/ water Separator | 2.0 | EA | 20,000.0 | 40,000 | |
| 20.1.07 | Headwall/Rip Rap | 1.0 | EA | 6,000.0 | 6,000 | |
| 20 | SUB-TOTAL: | Grading & Drainage Work | 183,290 | |||
| 30 | Paving & Concrete Flat Work | |||||
| 30.1 | Paving & Concrete Flat Work | 469,461 | ||||
| 30.1.01 | Granular Subbase SGSB 300mm thk | 1,555.0 | M3 | 45.0 | 69,974 | |
| 30.1.02 | Granular Base Course 300mm/250mm thk | 1,323.2 | M3 | 55.0 | 72,778 | |
| 30.1.03 | Primer and Tack Coat | 5,183.3 | M2 | 2.0 | 10,367 | |
| 30.1.04 | HMA Asphalt 75mm/150mm | 1,053.2 | MT | 180.0 | 189,574 | |
| 30.1.05 | Pavement Joint | 60.0 | M | 10.0 | 600 | |
| 30.1.06 | New Curb & Gutter | 258.7 | M | 160.0 | 41,396 | |
| 30.1.07 | New Concrete Sidewalk | 235.0 | M2 | 110.0 | 25,852 | |
| 30.1.08 | Pavement Marking | 1.0 | LS | 6,000.0 | 6,000 | |
| 30.1.09 | Landcape (Sod/Seeding Restoration) | 600.0 | M2 | 10.0 | 6,000 | |
| 30.1.10 | Fence | 391.0 | M | 120.0 | 46,920 | |
| 30 | SUB-TOTAL: | Paving & Concrete Flat Work | 469,461 | |||
| 40 | Traffic Signalling & Lighting | |||||
| 40.1 | Traffic Signalling & Lighting | |||||
| 40.1.01 | Traffic Signals | 1.0 | EA | 200,000.00 | 200,000 | |
| 40.1.02 | Lighting | 9.0 | EA | 4,000.00 | 36,000 | |
| 40 | SUB-TOTAL: | Traffic Signalling & Lighting | 236,000 | |||
| DIRECT COST | SUB- TOTAL : | 913,250 | ||||
| 50 | INDIRECT COST | |||||
| 50.1 | Indirect Cost | |||||
| 50.1.01 | Mobilzation (4%) | 1.0 | LS | 36,530.00 | 36,530 | |
| 50.1.02 | Traffic Management (3%) | 1.0 | LS | 27,400.00 | 27,400 | |
| 50.1.03 | Risk & Contigency (8%) | 1.0 | LS | 73,060.00 | 73,060 | |
| 50.1.04 | Detail Engingeering Cost (8%) | 1.0 | LS | 73,060.00 | 73,060 | |
| 50 | SUB-TOTAL: | INDIRECT COST | 210,050 | |||
| TOTAL - | LUXTON PARK & RIDE | 1,123,300 |
Page 146–147
EXCLUSIONS :
- Client's Project Administration
- GST
- PST
Page 146–147
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Extracted from: 2019 01 15 Council Agenda - Agenda - Pdf