COST ESTIMATES: Curb-Running

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1 COST ESTIMATES: Curb-Running

2 PROJECT FEASIBILITY COST ESTIMATE SUMMARY Geary Bus Rapid Transit Study Alternative: Side Lane (Curb Running) Date: 4/12/07 Percent Cost Total Project Capital Outlay I- Roadway Sections 1 to 6 - Roadway Items $ 49,346,740 Section 8 - Minor Items $ 2,467,337 Section 9 - Roadway Mobilization $ 5,181,408 Section 10 - Roadway Additions $ 12,953,519 $ 69,949,004 Ic-Off-Site Improvements $ 21,402,784 II- Masonic Alternative Cost $ 4,246,932 III- Fillmore Alternative Cost $ 6,011,386 III- Right of Way Items $ - SF Arts Commission at 2% 2% $ 2,032,202 Total Capital Outlay $ 103,642,308 Capital Outlay Support 30% 31,092,692 Total Project Feasibility Cost Estimate (Q Dollars) $ 134,800,000 Yearly Escalation Cost (5% per year) $ 6,740,000 Escalated Project Cost for the Year 2010 $ 26,960,000 Total Project Feasibility Cost Estimate (Q Dollars) $ 161,760,000 General Notes I- Roadway Items: All Roadway Items excluding Ic-Off-site Improvements include Limited and Local Station improvements and pedestrian safety enhancements along the corridor outside of the project limits(48th to 33rd) and (Gought st to Market St) II- Geary at Masonic Alternative Cost, including all roadway items on Geary from Collins to Presidio. III- Geary at Fillmore Alternative Cost, including all roadway items on Geary from Steiner to Webster. IV- Right of Way Items - Needs to be checked with DPT and DPW SF Arts Commission at 2% (1) The 2% allowance for the SF Arts Commission is based upon the Commission's current policy. Capital Outlay Support (1) Capital Outlay Support is comprised of project management, detailed design, construction engineering, and construction administration.

3 PROJECT FEASIBILITY COST ESTIMATE SUMMARY Geary Bus Rapid Transit Study Alternative: Side Lane (Curb Running) Date: 4/12/07 I. ROADWAY ITEMS Unit Specifics (if applicable) Fillmore Masonic/ Total Section 1 Earthwork /Geary Geary All other Quantity Unit Unit Price Item Cost Notes Roadway Excavation 43,009 43,010 CY $ 20 $ 860,200 Based on assumed structural section shown in Sect. V. Includes all removal within footprint of new Running way. Remove Existing Pavement 4,075 4,080 CY $ 35 $ 142,800 Applicable in areas where Roadway Ex. Does not apply Cold Plane Existing Pavement - SY $ - N/A. No existing street resurfacing assumed. Remove Existing Curb and Gutter 14,368 14,370 LF $ 20 $ 287,400 Remove Existing Sidewalk 1,344 1,350 CY $ 30 $ 40,500 Remove Concrete (Parking Pad) 5,985 5,990 CY $ 100 $ 599,000 Includes removal of pavement, Concrete Curb, SW and any excavation needed to accommodate the new ADA Parking Pad, based on structural section shown in Sect. V. Clearing & Grubbing 22,994 23,000 SY $ 2 $ 46,000 Applies to landscaping in existing medians If outside of excavation footprint. Subtotal Earthwork $ 1,975,900 Section 2 Pavement Structural Section Asphalt Concrete TON $ $ 18,700 Based on assumed structural section shown in Sect. V. Asphalt Concrete (Colored) - TON $ - PCC Base 13,482 13,482 SF $ $ 134,820 Based on new street structural section shown in Sect. V. PCC Pavement (Colored) 13,795 13,800 CY $ 300 $ 4,140,000 Running way pavement assumed to be colored PCC. Minor Concrete (Station Platform) 1,105 1,110 CY $ 650 $ 721,500 N/A for Side Running option. Station will be place son existing Sidewalks Minor Concrete (Median Pavement) CY $ 360 $ 21,600 Median paving for all median noses and medians too thin to be landscaped Minor Concrete (Median Curb) 8,761 8,770 LF $ 16 $ 140,320 Minor Concrete (Rolled Curb) - - LF $ 25 $ - N/A for Side Running option Minor Concrete (Curb and Gutter) 17,771 17,780 LF $ 60 $ 1,066,800 Minor Concrete (Curb Ramp) CY $ 570 $ 153,900 Minor Concrete (Sidewalk) 162, ,140 SF $ 15 $ 2,432,100 Based on assumed structural section shown in Sect. V. Minor Concrete (SW Reconstruct) 82,740 82,740 SF $ 15 $ 1,241,100 Based on assumed structural section shown in Sect. V. Minor Concrete (Parking Pad) 1,975 1,980 CY $ 650 $ 1,287,000 Based on assumed structural section shown in Sect. V. Aggregate Base 29,265 29,270 CY $ 60 $ 1,756,200 Based on assumed structural sections shown in Sect. V. Aggregate Base (SW Reconstruct) 1,011 1,020 CY $ 60 $ 61,200 Based on assumed structural sections shown in Sect. V. Aggregate Base (Parking Pad) 3,980 3,990 CY $ 60 $ 239,400 Based on assumed structural sections shown in Sect. V. Aggregate Subbase - CY $ - Subtotal Pavement Structural Section $ 13,414,640 Section 3 Drainage $ - Reconstruct Drainage Inlet EA $ 10,000 $ 2,130,000 Quantity based on the TA's field survey Drainage Inlet - EA $ 5,000 $ - Drainage Pipe - LF $ 60 $ - Subtotal Drainage $ 2,130,000 Section 4 Specialty Items Utility Relocations (Unknowns) 19,023 19,100 LF $ 50 $ 955,000 Assumed for any misc. utility relocation/modification on a per ft of roadway basis. Relocate Fire Hydrants (low Pressure) EA $ 12,000 $ 1,116,000 Relocate Fire Hydrant and water line. Relocate Fire Hydrants (High Pressure) 6 6 EA $ 30,000 $ 180,000 Relocate Fire Hydrant and water line. Relocate Existing Power Poles EA $ 8,000 $ 376,000 Landscaping Median 206, ,000 SF $ 20 $ 4,140,000 All medians assumed to be relandscaped Street Trees EA $ 350 $ 108,500 Unit cost per TA recommendation Imported Borrow/Fill 0 - CY $ 3 $ - Assumes available fill dirt in vicinity Remove Retaining Wall 0 - SF $ 11 $ - Assumes a 12" thick retaining wall Remove Pedestrian Bridge 0 - CY $ 115 $ - Aassumes a 4' thick bridge deck Remove Bridge 0 - CY $ 115 $ - Aassumes a 3.5' thick bridge deck Urban Design BLOCK $ 50,000 $ 2,500,000 Resident Engineer Office Space - YEAR $ - Water Pollution Control 1 LS $ 50,000 $ 50,000 Hazardous Waste Mitigation Work $ - Environmental Mitigation $ - Subtotal Specialty Items $ 9,425,500

4 PROJECT FEASIBILITY COST ESTIMATE SUMMARY Geary Bus Rapid Transit Study Alternative: Side Lane (Curb Running) Date: 4/12/07 I. ROADWAY ITEMS Section 5 Traffic Items Relocated Existing Street Lights 7 7 EA $ 6,000 $ 42,000 Assumed to relocated all Street lights Modify Traffic Signals EA $ 30,000 $ 1,020,000 Assumed at every traffic signal Remove Existing Striping 0 - LF $ 6.15 $ - Traffic Stripes 72,662 72,700 LF $ 3.00 $ 218,100 Quantified for one representative block and apply along corridor. Slurry Seal Existing Street 83,585 83,600 SY $ 1 $ 83,600 Assumed for all unaltered existing pavement Pavement Markings 11,532 11,600 SF $ 3 $ 34,800 Muni OCS (Replace) - MILE $ - Muni OCS Intrsctns (Complex) - EA $ - Muni OCS Intrsctns (Semi-complex) - EA $ - Muni OCS Intrsctns (Simple) - EA $ - Roadside Signs EA $ 1,000 $ 196,000 Quantified for one representative block and apply along corridor. Traffic Control Systems 330 WKDY $ 3,000 $ 990,000 Transportation Management Plan LS $ 75,000 $ - Temporary Lighting $ - Subtotal Traffic Items $ 2,584,500 Section 6 BRT Platform Items Generally based on 3rd Street Light Rail Costs Canopy: Structure & Glass Roof EA $ 153,500 $ 2,763,000 Windscreens EA $ 43,000 $ 774,000 Display Cases EA $ 13,800 $ 248,400 Seating EA $ 1,500 $ 27,000 Finishes - painting, tile, pavers EA $ 70,700 $ 1,272,600 Rails & Edge Guards EA $ 49,600 $ 892,800 Signage EA $ 21,400 $ 385,200 Signage - Spare EA $ 25,200 $ 453,600 Lighting EA $ 39,400 $ 709,200 CCTV and Comms with fiber EA $ 88,500 $ 1,593,000 Ticket Vending Machines (TVM) EA $ 150,000 $ 2,700,000 TVM Signage EA $ 1,100 $ 19,800 TVM Signage - Spare EA $ 400 $ 7,200 Regular Bus Stop Shelter EA $ 10,000 $ 180,000 $ - BRT Platform Items $ 12,025,800 Section 7 Local Platform Items Generally based on 3rd Street Light Rail Costs Canopy: Structure & Glass Roof - EA $ 153,500 $ - Windscreens - EA $ 43,000 $ - Display Cases EA $ 13,800 $ 331,200 Seating EA $ 1,500 $ 36,000 Finishes - painting, tile, pavers - EA $ 70,700 $ - Rails & Edge Guards - EA $ 49,600 $ - Signage EA $ 21,400 $ 513,600 Signage - Spare - EA $ 25,200 $ - Lighting EA $ 39,400 $ 945,600 CCTV and Comms with fiber EA $ 88,500 $ 2,124,000 Ticket Vending Machines (TVM) EA $ 150,000 $ 3,600,000 TVM Signage - EA $ 1,100 $ - TVM Signage - Spare - EA $ 400 $ - Regular Bus Stop Shelter EA $ 10,000 $ 240,000 $ - Local Platform Items $ 7,790,400 Total Roadway Items (Section 1 thru 7) $ 49,346,740

5 Geary Bus Rapid Transit Study Alternative: Side Lane (Curb Running) Date: 4/12/07 I. ROADWAY ITEMS PROJECT FEASIBILITY COST ESTIMATE SUMMARY Section 8 Minor Items Section 9 Roadway Mobilization Item cost $ 49,346,740 x 5% $ 2,467,337 (Subtotal Section 1 thru 6) TOTAL MINOR ITEMS $ 2,467,337 Item cost $ 51,814,077 x 10% $ 5,181,408 (Subtotal Section 1 thru 7) TOTAL ROADWAY MOBILIZATION $ 5,181,408 Section 10 Roadway Additions Item cost Supplemental Work $ 51,814,077 x 5% $ 2,590,704 (Subtotal Section 1 thru 7) Contingencies $ 51,814,077 x 20% $ 10,362,815 (Subtotal Section 1 thru 7) TOTAL ROADWAY ADDITIONS $ 12,953,519 Notes: Percentages for Sections 7, 8, and 9 are based on Caltrans' Project Development Procedure Manual TOTAL ROADWAY ITEMS $ 69,949,004 (Subtotal Sections 1 thru 9)

6 COST ESTIMATES: Center-Side

7 PROJECT FEASIBILITY COST ESTIMATE SUMMARY Geary Bus Rapid Transit Study Alternative: Center Lanes with Side Medians (Middle Running) Percent Cost Total Project Capital Outlay I- Roadway Items Sections 1 thru 6 - Roadway Items $ 74,374,220 Section 7 - Minor Items $ 3,718,711 Sections 8 - Roadway Mobilization $ 7,809,293 Sect. 9 - Roadway Additions $ 27,332,526 $ 113,234,750 II- Structures Items $ - III- Right of Way Items $ - SF Arts Commission at 2% 2% $ 2,264,695 Total Capital Outlay $ 115,499,445 Capital Outlay Support 30% 34,649,833 Total Project Feasibility Cost Estimate (Q Dollars) $ 150,200,000 Escalated Project Cost for the year 2012 Yearly Escalation Cost 18% $27,036,000 Total Project Feasibility Cost Estimate (Q Dollars) $ 177,236,000 General Notes I- Roadway Items: II- Structures Items from Geary at Masonic and Fillmore are included under Roadway Items III- Right of Way Items - Needs to be checked with DPT and DPW SF Arts Commission at 2% (1) The 2% allowance for the SF Arts Commission is based upon the Commission's current policy. Capital Outlay Support (1) Capital Outlay Support is comprised of project management, detailed design, construction engineering, and construction administration.

8 Geary Bus Rapid Transit Study Alternative: Center Lanes with Side Medians (Middle Running) I. ROADWAY ITEMS PROJECT FEASIBILITY COST ESTIMATE SUMMARY Unit Specifics (if applicable) Fillmore Masonic/ Total Section 1 Earthwork /Geary Geary All other Quantity Unit Unit Price Item Cost Notes Based on assumed structural section shown in Sect. IV. Includes all removal Roadway Excavation ,998 38,000 CY $ 20 $ 760,000 within footprint of new Running way. Remove Existing Pavement ,144 12,150 CY $ 35 $ 425,250 Applicable in areas where Roadway Ex. Does not apply Cold Plane Existing Pavement - SY $ - N/A. No existing street resurfacing assumed. Remove Existing Curb and Gutter ,994 13,000 LF $ 20 $ 260,000 Remove Existing Sidewalk 0 0 1,451 1,460 CY $ 30 $ 43,800 Remove Concrete (Parking Pad) 5,985 5,990 CY $ 100 $ 599,000 Includes removal of pavement, Concrete Curb, SW and any excavation needed to accommodate the new ADA Parking Pad, based on structural section shown in Sect IV. Imported Borrow/Fill CY $ 3 $ - Assumes available fill dirt in vicinity Clearing & Grubbing SY $ 2 $ - Applies to landscaping in existing medians If outside of excavation footprint. Subtotal Earthwork $ 2,088,050 Section 2 Pavement Structural Section Asphalt Concrete TON $ $ 18,700 Based on assumed structural section shown in Sect. IV. Asphalt Concrete (Colored) - TON $ - PCC Base ,482 13,490 SF $ $ 134,900 Based on assumed structural section shown in Sect. IV. PCC Pavement (Colored) ,188 12,190 CY $ 300 $ 3,657,000 Running way pavement assumed to be colored PCC. Minor Concrete (Station Platform) 0 0 1,271 1,280 CY $ 650 $ 832,000 Minor Concrete (Median Pavement) CY $ 360 $ 21,600 Median paving for all median noses and medians too thin to be landscaped Minor Concrete (Median Curb) ,268 49,270 LF $ 16 $ 788,320 Minor Conc LF $ 25 $ - N/A for median running with side platforms. Minor Concrete (Curb and Gutter) ,749 16,750 LF $ 60 $ 1,005,000 Minor Concrete (Curb Ramp) CY $ 570 $ 159,600 Minor Concrete (Sidewalk) 0 180, ,140 SF $ 15 $ 2,702,100 Based on assumed structural section shown in Sect. IV. Minor Concrete (SW Reconstruct) 80,800 80,800 SF $ 15 $ 1,212,000 Based on assumed structural section shown in Sect. IV. Minor Concrete (Parking Pad) 1,975 1,980 CY $ 650 $ 1,287,000 Based on assumed structural section shown in Sect. IV. Aggregate Base ,860 25,870 CY $ 60 $ 1,552,200 Based on assumed structural sections shown in Sect. IV. Aggregate Base (SW Reconstruct) CY $ 60 $ 59,400 Based on assumed structural sections shown in Sect. IV. Aggregate Base (Parking Pad) 3,980 3,990 CY $ 60 $ 239,400 Based on assumed structural sections shown in Sect. IV. Aggregate Subbase - CY $ - Subtotal Pavement Structural Section $ 13,669,220 Section 3 Drainage $ - Reconstruct Drainage Inlet EA $ 10,000 $ 2,130,000 Quantity based on the TA's field survey Drainage Inlet - EA $ 5,000 $ - Drainage Pipe - LF $ 60 $ - Subtotal Drainage $ 2,130,000 Section 4 Specialty Items Utility Relocations (Unknowns) ,574 18,600 LF $ 50 $ 930,000 Assumed for any misc. utility relocation/modification on a per ft of roadway basis. Relocate Ex. Fire Hydrant (High Press EA $ 12,000 $ 1,212,000 Relocate Fire Hydrant and water line. Relocate Ex. Fire Hydrants (Low Pressure) 8 8 EA $ 30,000 $ 240,000 Relocate Fire Hydrant and water line. Relocate Existing Power Poles EA $ 8,000 $ 296,000 Landscaping Median , ,200 SF $ 20 $ 4,664,000 Street Trees EA $ 350 $ 108,500 Unit cost per TA recommendation Remove Retaining Wall SF $ 11 $ - Remove Pedestrian Bridge CY $ 115 $ 51,750 Remove Bridge CY $ 115 $ - Retaining Wall SF $ 50 $ - Concrete Slab (Tunnel) SF $ 205 $ - Remove Concrete Slab (Tunnel) SF $ 100 $ -

9 Geary Bus Rapid Transit Study Alternative: Center Lanes with Side Medians (Middle Running) I. ROADWAY ITEMS PROJECT FEASIBILITY COST ESTIMATE SUMMARY Urban Design BLOCK $ 50,000 $ 2,750,000 Resident Engineer Office Space - YEAR $ - Water Pollution Control 1 LS $ 50,000 $ 50,000 Hazardous Waste Mitigation Work $ - Environmental Mitigation $ - Subtotal Specialty Items $ 10,302,250

10 Geary Bus Rapid Transit Study Alternative: Center Lanes with Side Medians (Middle Running) I. ROADWAY ITEMS PROJECT FEASIBILITY COST ESTIMATE SUMMARY Section 5 Traffic Items Relocated Existing Street Lights EA $ 6,000 $ 948,000 Assumed to relocated all Street lights Modify Traffic Signals EA $ 30,000 $ 1,230,000 Assumed at every traffic signal Remove Existing Striping - LF $ 6.25 $ - Quantified for one representative block and apply along corridor. Traffic Stripes ,754 70,800 LF $ 3.00 $ 212,400 Quantified for one representative block and apply along corridor. Slurry Seal Existing Street , ,800 SY $ 1 $ 125,800 Assumed for all unaltered existing pavement Pavement Markings ,532 11,600 SF $ 3 $ 34,800 Muni OCS (Replace) - MILE $ - Muni OCS Intrsctns (Complex) - EA $ - Muni OCS Intrsctns (Semi-complex) - EA $ - Muni OCS Intrsctns (Simple) - EA $ - Roadside Signs EA $ 1,000 $ 196,000 Quantified for one representative block and apply along corridor. Traffic Control Systems 330 WKDY $ 3,000 $ 990,000 Transportation Management Plan LS $ 75,000 $ - Temporary Lighting $ - Subtotal Traffic Items $ 3,737,000 Section 6 BRT Platform Items Generally based on 3rd Street Light Rail Costs Canopy: Structure & Glass Roof EA $ 153,500 $ 4,451,500 Windscreens EA $ 43,000 $ 1,247,000 Display Cases EA $ 13,800 $ 400,200 Seating EA $ 1,500 $ 43,500 Finishes - painting, tile, pavers EA $ 70,700 $ 2,050,300 Rails & Edge Guards EA $ 49,600 $ 1,438,400 Signage EA $ 21,400 $ 620,600 Signage - Spare EA $ 25,200 $ 730,800 Lighting EA $ 39,400 $ 1,142,600 CCTV and Comms with fiber EA $ 88,500 $ 2,566,500 Ticket Vending Machines (TVM) EA $ 150,000 $ 4,350,000 TVM Signage EA $ 1,100 $ 31,900 TVM Signage - Spare EA $ 400 $ 11,600 Regular Bus Stop Shelter EA $ 10,000 $ 290,000 Underground Ventilation System 1 1 EA $ 1,000,000 $ 1,000,000 Elevators 0 - EA $ 162,000 $ - Includes elevator shaft and pedestrian access structure Staiways 0 - EA $ 37,500 $ - Based on a 25' verical rise stairways BRT Platform Items $ 20,374,900 Section 7 Local Platform Items Generally based on 3rd Street Light Rail Costs Canopy: Structure & Glass Roof - EA $ 153,500 $ - Windscreens - EA $ 43,000 $ - Display Cases EA $ 13,800 $ 938,400 Seating EA $ 1,500 $ 102,000 Finishes - painting, tile, pavers - EA $ 70,700 $ - Rails & Edge Guards - EA $ 49,600 $ - Signage EA $ 21,400 $ 1,455,200 Signage - Spare - EA $ 25,200 $ - Lighting EA $ 39,400 $ 2,679,200 CCTV and Comms with fiber EA $ 88,500 $ 6,018,000 Ticket Vending Machines (TVM) EA $ 150,000 $ 10,200,000 TVM Signage - EA $ 1,100 $ - TVM Signage - Spare - EA $ 400 $ - Regular Bus Stop Shelter EA $ 10,000 $ 680,000 $ - Local Platform Items $ 22,072,800 Total Roadway Items (Section 1 thru 7) $ 74,374,220

11 Geary Bus Rapid Transit Study Alternative: Center Lanes with Side Medians (Middle Running) I. ROADWAY ITEMS PROJECT FEASIBILITY COST ESTIMATE SUMMARY Section 7 Minor Items Section 8 Roadway Mobilization Item cost $ 74,374,220 x 5% $ 3,718,711 (Subtotal Section 1 thru 6) TOTAL MINOR ITEMS $ 3,718,711 Item cost $ 78,092,931 x 10% $ 7,809,293 (Subtotal Section 1 thru 7) TOTAL ROADWAY MOBILIZATION $ 7,809,293 Section 9 Roadway Additions Item cost Supplemental Work $ 78,092,931 x 5% $ 3,904,647 (Subtotal Section 1 thru 7) Contingencies $ 78,092,931 x 30% $ 23,427,879 (Subtotal Section 1 thru 7) TOTAL ROADWAY ADDITIONS $ 27,332,526 Notes: Percentages for Sections 7, 8, and 9 are based on Caltrans' Project Development Procedure Manual TOTAL ROADWAY ITEMS $ 113,234,750 (Subtotal Sections 1 thru 9)

12 COST ESTIMATES: Geary at Fillmore and at Masonic

13 PROJECT FEASIBILITY COST ESTIMATE SUMMARY Geary Bus Rapid Transit Study Alternative: Fillmore & Masonic Curb Running Percent Cost Total Project Capital Outlay I- Roadway Sections 1 to 6 - Roadway Items $ 7,814,510 Section 7 - Minor Items $ 390,726 Sections 8 - Roadway Mobilization $ 820,524 Sect. 9 - Roadway Additions $ 2,051,309 $ 11,077,068 II- Structures Items $ - III- Right of Way Items $ - SF Arts Commission at 2% 2% $ 221,541 Total Capital Outlay $ 11,298,609 Capital Outlay Support 50% 5,649,305 Total Project Feasibility Cost Estimate (Q Dollars) $ 17,000,000 Escalated Project Cost for the year 2012 Yearly Escalation Cost (3% per year) 18% $3,060,000 Total Project Feasibility Cost Estimate (Q Dollars) $ 20,060,000 General Notes I- Roadway Items: II- Structures Items from Geary at Masonic and Fillmore are included under Roadway Items III- Right of Way Items - Needs to be checked with DPT and DPW SF Arts Commission at 2% (1) The 2% allowance for the SF Arts Commission is based upon the Commission's current policy. Capital Outlay Support (1) Capital Outlay Support is comprised of project management, detailed design, construction engineering, and construction administration.

14 COST ESTIMATES: Geary at Fillmore and at Masonic

15 PROJECT FEASIBILITY COST ESTIMATE SUMMARY Geary Bus Rapid Transit Study Alternative: Fillmore & Masonic Center Percent Cost Total Project Capital Outlay I- Roadway Items Sections 1 thru 6 - Roadway Items $ 11,939,740 Section 7 - Minor Items $ 596,987 Sections 8 - Roadway Mobilization $ 1,253,673 Sect. 9 - Roadway Additions $ 6,895,200 $ 20,685,600 II- Structures Items $ - III- Right of Way Items $ - SF Arts Commission at 2% 2% $ 413,712 Total Capital Outlay $ 21,099,312 Capital Outlay Support 50% 10,549,656 Total Project Feasibility Cost Estimate (Q Dollars) $ 31,700,000 Escalated Project Cost for the year 2012 Yearly Escalation Cost 18% $5,706,000 Total Project Feasibility Cost Estimate (Q Dollars) $ 37,406,000 General Notes I- Roadway Items: II- Structures Items from Geary at Masonic and Fillmore are included under Roadway Items III- Right of Way Items - Needs to be checked with DPT and DPW SF Arts Commission at 2% (1) The 2% allowance for the SF Arts Commission is based upon the Commission's current policy. Capital Outlay Support (1) Capital Outlay Support is comprised of project management, detailed design, construction engineering, and construction administration.

16 Geary Bus Rapid Transit Study Alternative: Fillmore & Masonic Center Alternative: Fillmore & Masonic Center PROJECT FEASIBILITY COST ESTIMATE SUMMARY Unit Specifics (if applicable) Fillmore Masonic/ Total Section 1 Earthwork /Geary Geary All other Quantity Unit Unit Price Item Cost Notes Based on assumed structural section shown in Sect. IV. Includes all removal Roadway Excavation 0 6,188 6,190 CY $ 20 $ 123,800 within footprint of new Running way. Remove Existing Pavement 0 1,676 1,680 CY $ 35 $ 58,800 Applicable in areas where Roadway Ex. Does not apply Cold Plane Existing Pavement - SY $ - N/A. No existing street resurfacing assumed. Remove Existing Curb and Gutter LF $ 20 $ - Remove Existing Sidewalk CY $ 30 $ - Remove Concrete (Parking Pad) - CY $ 100 $ - Includes removal of pavement, Concrete Curb, SW and any excavation needed to accommodate the new ADA Parking Pad, based on structural section shown in Sect IV. Imported Borrow/Fill 21,400 7,780 29,180 CY $ 3 $ 87,540 Assumes available fill dirt in vicinity Clearing & Grubbing SY $ 2 $ - Applies to landscaping in existing medians If outside of excavation footprint. Subtotal Earthwork $ 270,140 Section 2 Pavement Structural Section Asphalt Concrete TON $ $ 55,000 Based on assumed structural section shown in Sect. IV. Asphalt Concrete (Colored) - TON $ - PCC Base 24,700 10,023 34,730 SF $ $ 347,300 Based on assumed structural section shown in Sect. IV. PCC Pavement (Colored) 710 1,807 2,520 CY $ 300 $ 756,000 Running way pavement assumed to be colored PCC. Minor Concrete (Station Platform) CY $ 650 $ 221,000 Minor Concrete (Median Pavement) CY $ 360 $ 10,800 Median paving for all median noses and medians too thin to be landscaped Minor Concrete (Median Curb) 3,280 6,500 9,780 LF $ 16 $ 156,480 Minor Conc LF $ 25 $ - N/A for median running with side platforms. Minor Concrete (Curb and Gutter) LF $ 60 $ 49,200 Minor Concrete (Curb Ramp) - CY $ 570 $ - Minor Concrete (Sidewalk) 15,650 15,650 SF $ 15 $ 234,750 Based on assumed structural section shown in Sect. IV. Minor Concrete (SW Reconstruct) - SF $ 15 $ - Based on assumed structural section shown in Sect. IV. Minor Concrete (Parking Pad) - CY $ 650 $ - Based on assumed structural section shown in Sect. IV. Aggregate Base 1,509 3,841 5,350 CY $ 60 $ 321,000 Based on assumed structural sections shown in Sect. IV. Aggregate Base (SW Reconstruct) - CY $ 60 $ - Based on assumed structural sections shown in Sect. IV. Aggregate Base (Parking Pad) - CY $ 60 $ - Based on assumed structural sections shown in Sect. IV. Aggregate Subbase - CY $ - Subtotal Pavement Structural Section $ 2,151,530 Section 3 Drainage $ - Reconstruct Drainage Inlet - EA $ 10,000 $ - Quantity based on the TA's field survey Drainage Inlet - EA $ 5,000 $ - Drainage Pipe - LF $ 60 $ - Subtotal Drainage $ - Section 4 Specialty Items Utility Relocations (Unknowns) 982 2,126 3,200 LF $ 50 $ 160,000 Assumed for any misc. utility relocation/modification on a per ft of roadway basis. Relocate Ex. Fire Hydrant (High Press EA $ 12,000 $ - Relocate Fire Hydrant and water line. Relocate Ex. Fire Hydrants (Low Pressure) - EA $ 30,000 $ - Relocate Fire Hydrant and water line. Relocate Existing Power Poles EA $ 8,000 $ - Landscaping Median 22,840 27,880 50,800 SF $ 20 $ 1,016,000 Street Trees EA $ 350 $ 21,000 Unit cost per TA recommendation Remove Retaining Wall 5,370 20,600 25,970 SF $ 11 $ 285,670 Remove Pedestrian Bridge CY $ 115 $ - Remove Bridge CY $ 115 $ 78,200 Retaining Wall 0 20,600 20,600 SF $ 50 $ 1,030,000 Concrete Slab (Tunnel) SF $ 205 $ 147,600 Remove Concrete Slab (Tunnel) SF $ 100 $ 72,000

17 Geary Bus Rapid Transit Study Alternative: Fillmore & Masonic Center Alternative: Fillmore & Masonic Center PROJECT FEASIBILITY COST ESTIMATE SUMMARY Urban Design - BLOCK $ 50,000 $ - Resident Engineer Office Space - YEAR $ - Water Pollution Control 1 LS $ 50,000 $ 50,000 Hazardous Waste Mitigation Work $ - Environmental Mitigation $ - Subtotal Specialty Items $ 2,860,470

18 Geary Bus Rapid Transit Study Alternative: Fillmore & Masonic Center Alternative: Fillmore & Masonic Center PROJECT FEASIBILITY COST ESTIMATE SUMMARY Section 5 Traffic Items Relocated Existing Street Lights EA $ 6,000 $ 138,000 Assumed to relocated all Street lights Modify Traffic Signals - EA $ 30,000 $ - Assumed at every traffic signal Remove Existing Striping - LF $ 6.25 $ - Quantified for one representative block and apply along corridor. Traffic Stripes 4,174 9,036 13,300 LF $ 3.00 $ 39,900 Quantified for one representative block and apply along corridor. Slurry Seal Existing Street 4,364 9,449 13,900 SY $ 1 $ 13,900 Assumed for all unaltered existing pavement Pavement Markings ,000 SF $ 3 $ 3,000 Muni OCS (Replace) - MILE $ - Muni OCS Intrsctns (Complex) - EA $ - Muni OCS Intrsctns (Semi-complex) - EA $ - Muni OCS Intrsctns (Simple) - EA $ - Roadside Signs EA $ 1,000 $ 28,000 Quantified for one representative block and apply along corridor. Traffic Control Systems 330 WKDY $ 3,000 $ 990,000 Transportation Management Plan LS $ 75,000 $ - Temporary Lighting $ - Subtotal Traffic Items $ 1,212,800 Section 6 BRT Platform Items Generally based on 3rd Street Light Rail Costs Canopy: Structure & Glass Roof 4 4 EA $ 153,500 $ 614,000 Windscreens 4 4 EA $ 43,000 $ 172,000 Display Cases 4 4 EA $ 13,800 $ 55,200 Seating 4 4 EA $ 1,500 $ 6,000 Finishes - painting, tile, pavers 4 4 EA $ 70,700 $ 282,800 Rails & Edge Guards 4 4 EA $ 49,600 $ 198,400 Signage 4 4 EA $ 21,400 $ 85,600 Signage - Spare 4 4 EA $ 25,200 $ 100,800 Lighting 4 4 EA $ 39,400 $ 157,600 CCTV and Comms with fiber 4 4 EA $ 88,500 $ 354,000 Ticket Vending Machines (TVM) 4 4 EA $ 150,000 $ 600,000 TVM Signage 4 4 EA $ 1,100 $ 4,400 TVM Signage - Spare 4 4 EA $ 400 $ 1,600 Regular Bus Stop Shelter 4 4 EA $ 10,000 $ 40,000 Underground Ventilation System 1 1 EA $ 1,000,000 $ 1,000,000 Elevators 2 2 EA $ 162,000 $ 324,000 Includes elevator shaft and pedestrian access structure Staiways 4 4 EA $ 37,500 $ 150,000 Based on a 25' verical rise stairways BRT Platform Items $ 4,146,400 Section 7 Local Platform Items Generally based on 3rd Street Light Rail Costs Canopy: Structure & Glass Roof - EA $ 153,500 $ - Windscreens - EA $ 43,000 $ - Display Cases 4 4 EA $ 13,800 $ 55,200 Seating 4 4 EA $ 1,500 $ 6,000 Finishes - painting, tile, pavers - EA $ 70,700 $ - Rails & Edge Guards - EA $ 49,600 $ - Signage 4 4 EA $ 21,400 $ 85,600 Signage - Spare - EA $ 25,200 $ - Lighting 4 4 EA $ 39,400 $ 157,600 CCTV and Comms with fiber 4 4 EA $ 88,500 $ 354,000 Ticket Vending Machines (TVM) 4 4 EA $ 150,000 $ 600,000 TVM Signage - EA $ 1,100 $ - TVM Signage - Spare - EA $ 400 $ - Regular Bus Stop Shelter 4 4 EA $ 10,000 $ 40,000 $ - Local Platform Items $ 1,298,400 Total Roadway Items (Section 1 thru 7) $ 11,939,740

19 Geary Bus Rapid Transit Study Alternative: Fillmore & Masonic Center Alternative: Fillmore & Masonic Center PROJECT FEASIBILITY COST ESTIMATE SUMMARY Section 7 Minor Items Section 8 Roadway Mobilization Item cost $ 11,939,740 x 5% $ 596,987 (Subtotal Section 1 thru 6) TOTAL MINOR ITEMS $ 596,987 Item cost $ 12,536,727 x 10% $ 1,253,673 (Subtotal Section 1 thru 7) TOTAL ROADWAY MOBILIZATION $ 1,253,673 Section 9 Roadway Additions Item cost Supplemental Work $ 12,536,727 x 5% $ 626,836 (Subtotal Section 1 thru 7) Contingencies $ 12,536,727 x 50% $ 6,268,364 (Subtotal Section 1 thru 7) TOTAL ROADWAY ADDITIONS $ 6,895,200 Notes: Percentages for Sections 7, 8, and 9 are based on Caltrans' Project Development Procedure Manual TOTAL ROADWAY ITEMS $ 20,685,600 (Subtotal Sections 1 thru 9)

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