West Contra Costa Transportation Commission
Richmond Parkway Transit Plan — Appendix F: Cost estimates
What the concept would cost to build and to run.
Appendix · Final · 2025 · about 10 min to read
What the concept would cost to build and to run.
Current — In force. This is the version to rely on. The adopted final version.
Appendix F:
Priority Strategy
Cost Estimates
Appendix F: Priority Strategy Cost Estimates |
RICHMOND PARKWAY TRANSPORTATION PLAN
Page intentionally left blank.
| STRATEGY PH-2 - TREE PLANTING AND LANDSCAPING (NON-BIORETENTION) | |||||
|---|---|---|---|---|---|
| UNIT | UNIT COST | QUANTITY PER 100 LF | COST PER 100 LF | COST PER MILE | |
| Clear and Grubbing | SF | $ 3 | 1600 | $ 4 ,800 | $ 2 53,440 |
| Irrigation | LS | $ 1 0,000 | 1 | $ 1 0,000 | $ 5 28,000 |
| Shrub Planting - 5 Gal. | EA | $ 5 0 | 28 | $ 1 ,400 | $ 7 3,920 |
| Tree Planting - 15 Gal. | EA | $ 2 50 | 25 | $ 6 ,250 | $ 3 30,000 |
| Mulch | SF | $ 1 | 1600 | $ 1 ,600 | $ 8 4,480 |
| GRAND TOTAL | |||||
| 2024 CONSTRUCTION COST | $ 1,270,000 | ||||
| 2030 TOTAL COST WITH GENERAL COST FACTORS (3) | $ 2,900,000 |
| STRATEGY PH-2 - BIORETENTION WITH LANDSCAPING | |||||
|---|---|---|---|---|---|
| DESCRIPTION QUANTITCOST/SF | COST/LF COST/MILE | ||||
| BIORETENTION BASIN (4') | 4 | $180 | $720 | $3,258,514 | |
| 2024 CONSTRUCTION COST | $3,258,514 | ||||
| 2030 TOTAL COST WITH GENERAL COST FACTORS (3) | $ 7,430,000 |
Assumptions
2. Topsoil not included.
1. Labor is included in the cost of plant materials.
4. Assume all plants will be hand watered within an establishment period of one year with
maintenance and monitoring by others.
3. Assume approximately 16 ft planting width.
5. Assume that after a one year establishment period, plants will be drought tolerant native plants
with no irrigation requirements.
Strategy PH-2
Appendix F: Priority Strategy Cost Estimates |
| STRATEGY S-2 - SPEED FEEDBACK AND LIMIT SIGNS | |||
|---|---|---|---|
| QUANTITY | UNIT COST | TOTAL COST | |
| Speed Feedback Signs | 4 | $5,000 | $20,000 |
| Speed Limit Signs | 6 | $700 | $4,200 |
| GRAND TOTAL | |||
| 2024 CONSTRUCTION COST | $ 24,200 | ||
| 2030 TOTAL COST WITH GENERAL COST FACTORS (3) | $ 55,117 |
RICHMOND PARKWAY TRANSPORTATION PLAN
Location I80 WB ramp/Blume Dr/Richmond Parkway I580 WB ramps & Castro Street I80 HOV off-ramp & Richmond Pkwy I80 EB ramp & Richmond Pkwy/Fitzgerald Dr Mills Street & Castro Street Castro Street & Richmond Lane Hensley Street & Castro Street W Ohio Avenue/Garrard Street & Richmond Pa MacDonald Avenue & Richmond Parkway W Barrett Avenue & Richmond Parkway Hensley Street & Richmond Parkway Gertrude Avenue & Richmond Parkway Pittsburgh Avenue & Richmond Parkway Parr Boulevard & Richmond Parkway Goodrick Ave & Richmond Parkway Hilltop Drive & Richmond Parkway Atlas Rd & Richmond Parkway San Pablo Ave & Richmond Parkway Lakeside Drive & Richmond Parkway Bella Vista & Richmond Parkway Canal Blvd & I580 WB ramps Canal Blvd & I580 EB ramps Castro St/Standard Ave & Chevron Wy I580 EB TOTAL Proposed High Vis Crosswalks (per Crossing) Proposed Directional Ramps (per Each) Proposed PPB (per Intersection) Proposed Reflective Backplates (per Proposed Bike Video Detection (per Proposed Ped Scale Lighting (per Intersection) Proposed Ped Countdown Signal (per $47,374 $109,324 $39,858 $0 $113,879 $207,259 $0 $47,374 $127,544 $19,929 $0 $113,879 $207,259 $0 $0 $0 $0 $14,576 $0 $0 $13,665 $0 $0 $0 $0 $0 $207,259 $13,665 $47,374 $145,765 $39,858 $14,576 $113,879 $207,259 $13,665 $47,374 $145,765 $39,858 $14,576 $113,879 $207,259 $13,665 $47,374 $145,765 $39,858 $14,576 $113,879 $207,259 $13,665 $23,687 $127,544 $19,929 $14,576 $113,879 $207,259 $13,665 $47,374 $145,765 $19,929 $14,576 $113,879 $207,259 $13,665 $47,374 $145,765 $39,858 $14,576 $113,879 $207,259 $13,665 $47,374 $145,765 $39,858 $14,576 $0 $207,259 $13,665 $47,374 $145,765 $19,929 $14,576 $113,879 $207,259 $0 $47,374 $109,324 $0 $14,576 $113,879 $207,259 $0 $47,374 $127,544 $19,929 $14,576 $113,879 $207,259 $13,665 $47,374 $145,765 $19,929 $14,576 $0 $207,259 $0 $47,374 $145,765 $19,929 $14,576 $113,879 $207,259 $13,665 $47,374 $145,765 $19,929 $14,576 $0 $207,259 $13,665 $47,374 $182,206 $19,929 $14,576 $113,879 $207,259 $13,665 $35,530 $109,324 $19,929 $14,576 $0 $207,259 $0 $35,530 $109,324 $19,929 $14,576 $0 $207,259 $13,665 $0 $163,985 $19,929 $0 $113,879 $207,259 $6,833 $0 $163,985 $0 $14,576 $113,879 $207,259 $13,665 $11,843 $36,441 $19,929 $0 $113,879 $207,259 $0 Assumptions
- See General Cost Factors below.
General Cost Factors Mobilization, Demobilization, Environmental Protection, Traffic Control 1.20 Engineering, Design, and Construction Management 1.20 Inflation 1.22 Contingency 1.30 TOTAL - Combined Cost Factor 2.28
- Speed Feedback Signs will be spaced about 5 miles apart and speed limit signs will be spaced about 3 miles apart.
Strategy S-1
Strategy S-2
Original PDF, page 5
Straighten Crosswalks (per Crosswalk) Tighten Curb Radii (per corner) Raised Crosswalks (per Each) Porkchop Island with Raised Crosswalk Major Bike Intersection Improvements (per Minor Bike Intersection Improvements (per Enforce Right- Turn Only Lane (per NRTOR (per Intersect ion) Protected Right- Turn Phase (per Intersection) Median Refuge Islands (per Intersection) TOTAL $0 $0 $49,218 $0 $0 $0 $0 $0 $77,438 $84,270 $728,619 $0 $271,031 $49,218 $91,354 $0 $0 $0 $0 $0 $84,270 $1,011,858 $0 $0 $0 $0 $0 $0 $0 $9,110 $0 $0 $37,352 $0 $0 $49,218 $0 $0 $0 $0 $0 $77,438 $0 $347,581 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $582,376 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $582,376 $0 $271,031 $0 $182,707 $0 $120,028 $0 $9,110 $0 $84,270 $1,249,523 $0 $0 $0 $0 $0 $0 $0 $9,110 $77,438 $0 $607,087 $0 $135,516 $0 $0 $0 $0 $0 $0 $77,438 $0 $775,400 $0 $0 $0 $182,707 $0 $0 $0 $0 $77,438 $0 $842,520 $0 $542,063 $0 $0 $0 $0 $0 $0 $77,438 $0 $1,087,997 $0 $0 $0 $365,414 $0 $0 $120,711 $0 $77,438 $84,270 $1,196,615 $0 $0 $0 $0 $0 $0 $120,711 $9,110 $0 $84,270 $706,504 $0 $0 $0 $365,414 $0 $0 $120,711 $0 $0 $84,270 $1,114,622 $0 $0 $0 $0 $2,751,765 $0 $0 $0 $0 $0 $3,186,668 $0 $0 $0 $0 $2,751,765 $0 $0 $0 $77,438 $0 $3,391,650 $0 $0 $0 $365,414 $0 $0 $0 $0 $77,438 $0 $891,420 $0 $0 $0 $0 $2,751,765 $0 $0 $0 $77,438 $0 $3,428,091 $0 $271,031 $0 $0 $0 $0 $0 $0 $77,438 $84,270 $819,357 $0 $271,031 $0 $0 $0 $0 $0 $0 $0 $84,270 $755,585 $0 $271,031 $0 $0 $0 $0 $0 $0 $0 $0 $782,916 $0 $271,031 $0 $0 $0 $0 $0 $0 $0 $0 $784,397 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $389,351 $25,299,864 SUBTOTALS
Appendix F: Priority Strategy Cost Estimates |
Strategy S-1 (cont.)
Original PDF, page 6
| STRATEGY WB-1- ROADWAY TYPICAL SECTION COSTS | |||||
|---|---|---|---|---|---|
| $1,157 $134 | $6,110,016 $710,028 | ||||
| COST ($/TON) $170 $100 | |||||
| TS | |||||
| ION COMPONEN | DESCRIPTION QUANTITY COST/SF SIDEWALK (LF) 12 $30 CONCRETE WITH GREEN ELEMENTS BIORETENTION BASIN (4') 4 $180 PLANTER STRIP (4') 4 $25 CENTER PLANTER/MEDIAN 14 $25 | COST/LF COST/MILE | |||
| $360 $720 $100 $350 | $1,900,800 $3,258,514 $603,429 $1,848,000 | ||||
| ECT | |||||
| S | DESCRIPTION QUANTITY COST COST/LF COST/MILE RUMBLE STRIPS 4 $2 PER LF $8 $42,240 LANE STRIPING 6 $1 PER LF $6 $31,680 OTHER ASSUMED COSTS SD INLET RELOCATIONS 1 $10,000 PER EACH $15 $80,000 SD CXN TO EXISTING (15" RCP) 6 $530 PER LF $5 $25,440 HARDSCAPE BUFFER (2', AT EXISTING 2 $100 PER LF $200 $1,056,000 BRIDGE) | ||||
| $8 $6 $15 $5 $200 | $42,240 $31,680 $80,000 $25,440 $1,056,000 | ||||
| TOTAL, 2024 CONSTRUCTION COST NEW SIDEWALKS TOTAL, WITH GENERAL COST FACTORS*, 2030 | $366 $834 | $1,932,480 $4,401,367 | |||
| TOTAL, 2024 CONSTRUCTION COST NEW BIKEWAYS WITH PLANTERS TOTAL, WITH GENERAL COST FACTORS*, 2030 | $988 $2,251 | $4,751,331 $10,821,509 | |||
| CASES | ONE SIDE FULL SECTION: TWO NEW LANES, BIKE LANE TOTAL, 2024 CONSTRUCTION COST WITH PLANTER, AND SIDEWALK TOTAL, WITH GENERAL COST FACTORS*, 2030 | $1,253 $2,853 | $6,381,073 $14,533,368 | ||
| SPECIAL CASE: EXISTING BRIDGE. HARDSCAPE SHARED TOTAL, 2024 CONSTRUCTION COST USE PATH BUFFER AND RESTRIPE TOTAL, WITH GENERAL COST FACTORS*, 2030 | $206 $469 | $1,087,680 $2,477,272 | |||
| FULL SECTION - ALL NEW CONSTRUCTION INCLUDING TOTAL, 2024 CONSTRUCTION COST MEDIAN TOTAL, WITH GENERAL COST FACTORS*, 2030 | $2,856 $6,504 | $14,610,147 $33,275,694 | |||
| TOTAL, WITH GENERAL COST FACTORS*, 2030 RANGE: $3M - $33M PER MILE (Median of $18M) |
RICHMOND PARKWAY TRANSPORTATION PLAN
1.20 Mobilization, Demobilization, Environmental Protection, Traffic Control 1.20 Engineering, Design, and Construction Management 1.22 Inflation 1.30 Contingency 2.28 TOTAL - Combined Cost Factor C3 Estimates per mile 75 LF 396000 SF 15840 SF 4526 LF 6034 LF Assumptions Does not take into account ROW acquisitions or agency coordination.
Existing mulitiuse paths will remain and not be replaced. LF of 4' nominal width of bioretention planter (3.5') Remaining planter, non bioretention basin Total Impervious of Cross Section Total Impervious Area 4% = Required Area of Treatment
- General Cost Factors
Strategy WB-1
Original PDF, page 7
| BAY TRAIL REALIGNMENT (GERTRUDE TO HENSLEY) | ||||
|---|---|---|---|---|
| UNIT | QUANTITY | UNIT COST | TOTAL COST | |
| GERTRUDE AVE INTERSECTION IMPROVEMENTS | ||||
| DIRECTIONAL CURB RAMPS | EA | 2 | $ 8,000 | $ 16,000 |
| SIDEWALK | SF | 200 | $ 30 | $ 6,000 |
| HIGH VIS CROSSWALK | LF | 100 | $ 40 | $ 4,000 |
| BOLLARDS | EA | 2 | $ 2,000 | $ 4,000 |
| TRAFFIC SIGNAL RELOCATION | EA | 1 | $ 5 0,000 | $ 50,000 |
| TRAFFIC SIGNAL PED UPGRADES | LS | 1 | $ 2 7,000 | $ 27,000 |
| UTILITY COORDINATION | LS | 1 | $ 5 0,000 | $ 50,000 |
| TRAIL | ||||
| ASPHALT FOR TRAIL | TONS | 690 | $ 1 70 | $ 1 17,300 |
| AGGREGATE BASE FOR TRAIL | TONS | 2590 | $ 1 00 | $ 2 59,000 |
| PLANTER/FLOW THROUGH | SF | 15400 | $ 25 | $ 3 85,000 |
| BIOSWALE | SF | 1400 | $ 1 00 | $ 1 40,000 |
| WAYFINDING SIGNS | EA | 10 | $ 1,000 | $ 10,000 |
| PATH LIGHTING | LF | 2800 | $ 1 25 | $ 3 50,000 |
| HENSLEY ST INTERSECTION IMPROVEMENTS | ||||
| DIRECTIONAL CURB RAMPS | EA | 2 | $ 8,000 | $ 16,000 |
| MEDIAN REFUGE ISLAND | EA | 1 | $ 1 5,000 | $ 15,000 |
| SIDEWALK | SF | 200 | $ 30 | $ 6,000 |
| HIGH VIS CROSSWALK | LF | 100 | $ 40 | $ 4,000 |
| BOLLARDS | EA | 2 | $ 2,000 | $ 4,000 |
| TRAFFIC SIGNAL PED UPGRADES | LS | 1 | $ 2 7,000 | $ 27,000 |
| TOTAL, 2024 CONSTRUCTION COST | $ 1,490,300 | |||
| TOTAL, WITH GENERAL COST FACTORS*, 2030 | $ 3,394,269 |
| WIDEN PATH TO 12' (PARR TO GERTRUDE) | ||||
|---|---|---|---|---|
| UNIT | QUANTITY | UNIT COST | TOTAL COST | |
| ASPHALT FOR TRAIL | TONS | 1210 | $ 1 70 | $ 2 05,700 |
| AGGREGATE BASE FOR TRAIL | TONS | 4530 | $ 1 00 | $ 4 53,000 |
| PLANTER | SF | 29400 | $ 25 | $ 7 35,000 |
| PATH LIGHTING | LF | 4900 | $ 1 25 | $ 6 12,500 |
| TOTAL, 2024 CONSTRUCTION COST | $ 2,006,200 | |||
| TOTAL, WITH GENERAL COST FACTORS*, 2030 | $ 4,569,269 | |||
| TOTAL FOR REALIGNMENT AND WIDENING $ 7,963,538 |
- General Cost Factors
Mobilization, Demobilization, Environmental Protection, Traffic Control 1.20 Engineering, Design, and Construction Management 1.20 Inflation 1.22 Contingency 1.30 TOTAL - Combined Cost Factor 2.28
Assumptions
1. Pavement section is 3"
hot mix asphalt over 12"
aggregate base.
2. Trail is 12' wide and
planter is 6' wide and does
not require new curb.
3. Trail length is
approximately 2,800 feet.
4. No right of way
acquisition.
5. Utility coordination is
with West County Waste
Water (facility on SW corner
of Gertrude/Richmond
Pkwy) and others.
6. Path lighting does not
necessarily illuminate the
roadway.
Assumptions
1. Does not take into
account ROW acquisitions
or agency coordination.
2. No work will be
performed on bridges.
3. Existing mulitiuse paths
will remain and not be
replaced.
4. C.3 requirements not
applicable (<1 contiguous
acre).
Strategy WB-1 (cont.)
Appendix F: Priority Strategy Cost Estimates |
| STRATEGY WB-2 - WILDCAT CREEK TRAIL CROSSING | ||||
|---|---|---|---|---|
| UNIT | QUANTITY | UNIT COST | TOTAL COST | |
| NEW PAVEMENT - ROAD (1) | ||||
| MILLING (3" DEPTH) | SY | 510 | $ 10 | $ 5,100 |
| HOT MIX ASPHALT | TON | 130 | $ 170 | $ 22,100 |
| AGGREGATE BASE | TON | 80 | $ 100 | $ 8,000 |
| NEW PAVEMENT - TRAIL CONNECTIONS (2) | ||||
| GRADING | CY | 320 | $ 80 | $ 25,600 |
| HOT MIX ASPHALT | TON | 60 | $ 170 | $ 10,200 |
| AGGREGATE BASE | TON | 230 | $ 100 | $ 23,000 |
| CONCRETE | ||||
| CONCRETE (SIDEWALKS, CURB & GUTTER, CURB RAMPS, MEDIANS/PED ISLANDS, MEDIAN NOSES) | SF | 1700 | $ 30 | $ 51,000 |
| CURB RAMPS (EACH, EXTRA COSTS, FORMWORK, DWS) | EA | 5 | $ 5,000 | $ 25,000 |
| ELECTRIC | ||||
| NEW SIGNAL (INCL. TRAFFIC SIGNALS, PED LIGHTED CROSS/STOP SIGNAGE, VIDEO DETECTION, EMS OVERRIDE, ETC.) | LUMP SUM | 1 | $ 8 00,000 | $ 8 00,000 |
| STRIPING AND SIGNAGE | ||||
| HIGH VISIBILITY CROSSWALK | LF | 100 | $ 100 | $ 10,000 |
| PAVEMENT MARKINGS | LUMP SUM | 1 | $ 10,000 | $ 10,000 |
| HARDSCAPE | ||||
| FENCES | LF | 30 | $ 100 | $ 3,000 |
| GATES | EA | 2 | $ 3,000 | $ 6,000 |
| REMOVABLE BOLLARDS | EA | 4 | $ 2,000 | $ 8,000 |
| OTHER | ||||
| ENVIRONMENTAL PROTECTION (~2% CONSTRUCTION COSTS) | LUMP SUM | 1 | $ 21,000 | $ 21,000 |
| COORDINATION WITH EBRPD | LUMP SUM | 1 | $ 1 00,000 | $ 1 00,000 |
| GRAND TOTAL | ||||
| 2024 CONSTRUCTION COST | $ 1,122,900 | |||
| 2030 TOTAL COST WITH GENERAL COST FACTORS (3) | $ 2,557,488 |
RICHMOND PARKWAY TRANSPORTATION PLAN
Assumptions
- Trail section is 3" asphalt over 12" aggregate base.
- See General Cost Factors below.
General Cost Factors Mobilization, Demobilization, Environmental Protection, Traffic Control 1.20 Engineering, Design, and Construction Management 1.20 Inflation 1.22 Contingency 1.30 TOTAL - Combined Cost Factor 2.28
- Road section is 4,600 sf of 3" mill and overlay, plus 500 sf of new roadway section, which is 8" asphalt over 23" aggregate base.
Strategy WB-2
Original PDF, page 9
| STRATEGY DG - 1 -- SIGNALS COSTS | ||
|---|---|---|
| Signal Strategy Component | Cost per Intersection | Total Cost |
| Signal coordination | $ 4,400 | $ 101,200 |
| Connected battery backup system | $ 13,750 | $ 123,750 |
| Central signal management system | $ 141,900 | $ 1,844,700 |
| Signal hardware and software update | $ 30,000 | $ 690,000 |
| Emergecy vehicle preemption/transit signal priority | $ 200,000 | |
| Adaptive traffic signal system | $ 45,000 | $ 855,000 |
| Connected Vehicle Roadside Unit | $ 5,000 | $ 115,000 |
| Subtotal - hardware and software | $ 3,929,650 | |
| Design (15%) | $ 589,448 | |
| Construction Management (10%) | $ 392,965 | |
| Contingency (15%) | $ 589,448 | |
| Grand Total (2024 Estimate) | $ 5,501,510 |
STRATEGY DG - 1 -- SIGNALS COSTS
Strategy DG-1
Appendix F: Priority Strategy Cost Estimates |
RICHMOND PARKWAY TRANSPORTATION PLAN
Strategy M-1 - Pavement
Maintenance Cost Notes:
1) The cost table attached shows the maintenance treatment and costs both in 2024 and 2030 (2030 based on
when this project may actually be constructed) and assumes a 4% inflation rate.
2) The treatments shown are based on the projected 2030 pavement condition index (PCI) with an assumed
deterioration of 3 PCI points per year.
Year StreetID Street Name SectionID From To RPKYEB RICHMOND PKWY EB N/O CASTRO N/O REDWOOD RPKYEB RICHMOND PKWY EB N/O REDWOOD N/O MILLS RPKYEB RICHMOND PKWY EB N/O MILLS N/O GENERAL CHEMICAL ENTR RPKYEB RICHMOND PKWY EB N/O GENERAL CHEMICAL ENTR N/O HENSLEY RPKYEB RICHMOND PKWY EB N/O HENSLEY 2,277' @ CASTRO MERGE RPKYEB RICHMOND PKWY EB 2,277' @ CASTRO MERGE N/O GERTRUDE RPKYEB RICHMOND PKWY EB CITY LIMIT @ 1400' W/O GOODRICK AVE W/O GOODRICK AVE RPKYEB RICHMOND PKWY EB W/O GOODRICK W/O PKWY BRIDGE RPKYEB RICHMOND PKWY EB W/O PKWY BRIDGE E/O PKWY BRIDGE RPKYEB RICHMOND PKWY EB E/O PKWY BRIDGE S/O HILLTOP RPKYEB RICHMOND PKWY EB S/O HILLTOP S/O ATLAS RPKYEB RICHMOND PKWY EB S/O ATLAS W/O SAN PABLO RPKYEB RICHMOND PKWY EB W/O SAN PABLO WIDTH CHANGE (630' E/O SAN PABLO) RPKYEB RICHMOND PKWY EB WIDTH CHANGE (630' E/O SAN PABLO) E/O LAKESIDE RPKYEB RICHMOND PKWY EB E/O LAKESIDE W/O BLUME RPKYWB RICHMOND PKWY WB E/O SIERRA RIDGE E/O LAKSIDE DRIVE RPKYWB RICHMOND PKWY WB E/O LAKESIDE DRIVE WIDTH CHANGE (630' E/O SAN PABLO) RPKYWB RICHMOND PKWY WB WIDTH CHANGE (630' E/O SAN PABLO) W/O SAN PABLO RPKYWB RICHMOND PKWY WB W/O SAN PABLO S/O ATLAS RPKYWB RICHMOND PKWY WB S/O ATLAS S/O HILLTOP RPKYWB RICHMOND PKWY WB S/O HILLTOP E/O PKWY BRIDGE RPKYWB RICHMOND PKWY WB E/O PKWY BRIDGE W/O PKWY BRIDGE RPKYWB RICHMOND PKWY WB W/O PKWY BRIDGE W/O GOODRICK RPKYWB RICHMOND PKWY WB W/O GOODRICK AVE CITY LIMIT @ 1500' W/O GOODRICK AVE RPKYWB RICHMOND PKWY WB N/O GERTRUDE 1,350' @ ROAD SPLIT RPKYWB RICHMOND PKWY WB 1,350' @ ROAD SPLIT N/O HENSLEY RPKYWB RICHMOND PKWY WB N/O HENSLEY END PCC RPKYWB RICHMOND PKWY WB END PCC PENNSYLVANIA RPKYWB RICHMOND PKWY WB N/O GENERAL CHEMICAL ENTR N/O MILLS RPKYWB RICHMOND PKWY WB N/O MILLS 400 N/O REDWOOD RPKYWB RICHMOND PKWY WB 400 N/O REDWOOD N/O REDWOOD RPKYWB RICHMOND PKWY WB N/O REDWOOD N/O CASTRO GARRNB RICHMOND PKWY EB W OHIO MACDONALD GARRNB RICHMOND PKWY EB MACDONALD BARRETT GARRNB RICHMOND PKWY EB S/O BARRETT N/O PENNSYLVANIA / COP GARRSB RICHMOND PKWY WB N/O PENNSYLVANIA S/O BARRETT GARRSB RICHMOND PKWY WB BARRETT N/O MACDONALD GARRSB RICHMOND PKWY WB MACDONALD W OHIO
Original PDF, page 11
Area (SY) Current PCI 2030 PCI Treatment PCI After Treatment Unit Cost ($/SY) 2024 Cost Unit Cost ($/SY) 2030 Cost 2,951 THIN OVERLAY W/DIGOUTS $ 55.00 $ 162,000 $ 70.00 $ 207,000 6,490 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 594,000 $ 116.00 $ 753,000 12,280 RECONSTRUCT SURFACE (AC) $ 148.00 $ 1,817,000 $ 187.00 $ 2,296,000 7,957 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 728,000 $ 116.00 $ 923,000 8,594 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 786,000 $ 116.00 $ 997,000 6,773 RECONSTRUCT SURFACE (AC) $ 148.00 $ 1,002,000 $ 187.00 $ 1,267,000 5,444 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 498,000 $ 116.00 $ 632,000 8,089 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 740,000 $ 116.00 $ 938,000 9,396 Do Nonthing - PCC $
- $ - $
28,722 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 2,628,000 $ 116.00 $ 3,332,000 9,778 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 895,000 $ 116.00 $ 1,134,000 7,233 RECONSTRUCT SURFACE (AC) $ 148.00 $ 1,070,000 $ 187.00 $ 1,353,000 2,660 SLURRY SEAL $ 3.50 $ 9,000 $ 4.50 $ 12,000 2,418 SLURRY SEAL $ 3.50 $ 8,000 $ 4.50 $ 11,000 17,991 THIN OVERLAY W/DIGOUTS $ 55.00 $ 990,000 $ 70.00 $ 1,259,000 10,550 THIN OVERLAY W/DIGOUTS $ 55.00 $ 580,000 $ 70.00 $ 739,000 2,342 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 214,000 $ 116.00 $ 272,000 4,340 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 397,000 $ 116.00 $ 503,000 7,233 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 662,000 $ 116.00 $ 839,000 8,800 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 805,000 $ 116.00 $ 1,021,000 24,288 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 2,222,000 $ 116.00 $ 2,817,000 9,396 Do Nonthing - PCC $
- $ - $
8,089 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 740,000 $ 116.00 $ 938,000 5,833 RECONSTRUCT SURFACE (AC) $ 148.00 $ 863,000 $ 187.00 $ 1,091,000 6,300 SLURRY SEAL $ 3.50 $ 22,000 $ 4.50 $ 28,000 8,178 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 748,000 $ 116.00 $ 949,000 3,025 THIN OVERLAY W/DIGOUTS $ 55.00 $ 166,000 $ 70.00 $ 212,000 2,383 SLURRY SEAL $ 3.50 $ 8,000 $ 4.50 $ 11,000 11,169 RECONSTRUCT SURFACE (AC) $ 148.00 $ 1,653,000 $ 187.00 $ 2,089,000 5,067 RECONSTRUCT SURFACE (AC) $ 148.00 $ 750,000 $ 187.00 $ 948,000 3,300 RECONSTRUCT SURFACE (AC) $ 148.00 $ 488,000 $ 187.00 $ 617,000 3,504 RECONSTRUCT SURFACE (AC) $ 148.00 $ 519,000 $ 187.00 $ 655,000 8,462 THIN OVERLAY W/DIGOUTS $ 55.00 $ 465,000 $ 70.00 $ 592,000 3,911 THIN OVERLAY W/DIGOUTS $ 55.00 $ 215,000 $ 70.00 $ 274,000 7,076 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 647,000 $ 116.00 $ 821,000 7,076 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 647,000 $ 116.00 $ 821,000 3,911 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 358,000 $ 116.00 $ 454,000 8,462 THICK MILL AND OVERLAY W/DIGOUTS $ 91.50 $ 774,000 $ 116.00 $ 982,000 2024 Total 25,870,000 $ 2030 Total 32,787,000 $
3) Total costs include the section of Castro Street which was
the former Richmond Parkway and is labeled as part of the
Richmond Parkway in the City’s StreetSaver database. The
sections of Castro are at the end of the spreadsheet and are
separated by a darker line. If you wanted to take out these
sections from the 2030 costs would be about $4 million less.
Appendix F: Priority Strategy Cost Estimates |
Strategy M-1 - Pavement (Cont.)
Original PDF, page 12
| STRATEGY M-1 -- MAINTENANCE (GENERAL) | ||
|---|---|---|
| Public Works Division Annual Cost | ||
| Street sweeping | Streets Maintenance Division | $160,431.84 |
| Weed abatement, removal of illegal dumping, graffiti abatement, encampments (West Ohio to Giant Road) | Abatement Division, Parkway | $102,831.00 |
| Weed abatement, removal of illegal dumping, encampments (Castro – Hensley to Pt. Richmond, Parkway – Giant Road to HWY I-80, Parkway – West Ohio to Pt. Richmond). | Abatement Division, Parkway | $219,792.40 |
| GRAND TOTAL (2024 Estimate) | $483,055.24 |
RICHMOND PARKWAY TRANSPORTATION PLAN
STRATEGY M-1 -- MAINTENANCE (GENERAL)
Strategy M-1 - General
| STRATEGY T-1 - TRANSIT STRATEGY (Bus/Walking Improvements) | ||||
|---|---|---|---|---|
| UNIT | QUANTITY | UNIT COST | TOTAL COST | |
| STRUCTURAL - RETAINING STRUCTURES | ||||
| RETAINING WALLS | LF | 250 | $ 600 | $ 150,000 |
| NEW PAVEMENT - SHARED USE PATH | ||||
| GRADING | CY | 370 | $ 8 0 | $ 2 9,600 |
| HOT MIX ASPHALT | TON | 40 | $ 170 | $ 6,800 |
| AGGREGATE BASE | TON | 150 | $ 100 | $ 1 5,000 |
| CONCRETE | ||||
| CONCRETE (SIDEWALKS, CURB & GUTTER, CURB RAMPS, MEDIANS/PED ISLANDS, MEDIAN NOSES) | SF | 2800 | $ 4 0 | $ 112,000 |
| CONCRETE BUS PAD | SF | 1500 | $ 6 0 | $ 9 0,000 |
| CURB RAMPS (EACH, EXTRA COSTS, FORMWORK, DWS) | EA | 2 | $ 5,000 | $ 1 0,000 |
| STRIPING AND SIGNAGE | ||||
| PAVEMENT MARKINGS AND SIGNAGE | LUMP SUM | 1 | $ 40,000 | $ 4 0,000 |
| OTHER | ||||
| DEMOLITION (GENERAL) | SF | 6600 | $ 1 0 | $ 6 6,000 |
| BUS SHELTERS, BENCHES, ETC. | LUMP SUM | 1 | $ 50,000 | $ 5 0,000 |
| GRAND TOTAL | ||||
| 2024 CONSTRUCTION COST | $ 569,400 | |||
| 2030 TOTAL COST WITH GENERAL COST FACTORS (3) | $ 1,296,851 |
| STRATEGY T-1 - TRANSIT STRATEGY (Bike lockers) | ||||
|---|---|---|---|---|
| BIKE LOCKER PRODUCTS & SERVICES | UNIT | QUANTITY | UNIT COST | TOTAL COST |
| EQUIPMENT ACCESS HUB EQUIPMENT AND SERVICE DELIVERY INSTALLATION ANNUAL SERVICE AND OPERATIONS AGREEMENT | 4 2 1 7 5 | $ 9,880 $ 1,995 $ 1,000 $ 375 $ 840 | $ 3 9,520 $ 3,990 $ 1,000 $ 2,625 $ 4,200 | |
| LOCKER SPACE YEAR | ||||
| SUBTOTAL | $ 5 1,335 | |||
| TAX | $ 4,117 | |||
| 2024 BIKE LOCKER INSTALLATION COST | $ 5 5,452 |
General Cost Factors Mobilization, Demobilization, Environmental Protection, Traffic Control 1.20 Engineering, Design, and Construction Management 1.20 Inflation 1.22 1.30 Contingency TOTAL - Combined Cost Factor 2.28 Assumptions
- See General Cost Factors below.
- Trail section is 3" asphalt over 12" aggregate base.
- Demolition (General) includes work to clear the site and remove roadway material and existing concrete improvements.
- Assume the retaining structures will be less than 4' tall.
1,352,303 $ TOTAL COST FOR STRATEGY T-1 - TRANSIT STRATEGY
Strategy T-1
Appendix F: Priority Strategy Cost Estimates |
In the same set
The original file
Everything above is the content of the original document, published here as a web page so it can be read, searched, translated and used with a screen reader. The original PDF is kept as the authoritative record.