Cynwyd Spur Trail Feasibility Study Appendix A - Cost Estimates Page 43 Cynwyd Heritage Trail Spur- Phase 1 & 2 (w/ Retaining Walls) Preliminary Construction Cost Estimate Length Width Trail Feature Item Number Description Quantity Unit Cost/Unit Total Cost (ft) (ft) Section 1: O'Neill property line to bridge crossing Superpave asphalt mixture design, HMA 0409-0385 wearing course, PG64-22, <0.3 million ESALS, 9.5 mm mix, 1.5" depth, SRL-L 1050 12 1400 SY $19 $ 26,600 12' Paved Shared Use Superpave asphalt mixture design, HMA base Path 0309-0320 course, PG64-22, <0.3 million ESALS, 25.0 mm mix, 3" depth 1050 12 1400 SY $26 $ 36,400 0703-0024 Subbase 6" Depth (No. 2A) 1050 12 233 CY $62 $ 14,467 0212-0014 Geotextile, Class 4, Type A 1050 12 1400 SY $4 $ 5,040 Shoulder 0703-0024 Subbase 6" Depth (No. 2A) 1050 4 78 CY $62 $ 4,822 0203-0001 Excavation - Class 1 (pavement box only) 1050 12 389 CY $32 $ 12,534 Trail Clearing/Excavation 0203-0001 Excavation - Class 1 for grading 1050 16 856 CY $32 $ 27,575 0201-0001 Clearing and grubbing 1 LS $20,000 $ 20,000 Railroad Bridge Rehab RR bridge for trail users 1 LS $75,000 $ 75,000 Signing 0931-0111 Post-mounted signs, type B 60 SF $36 $ 2,134 Right-of-way fence under 76 and along railroad 0624-0001 600 LF $21 $ 12,660 Fencing bridge 0624-0300 End posts for chain-link fence 8 EA $194 $ 1,551 0624-0400 Corner posts for chain-link fence 6 EA $199 $ 1,193 0804-0011 Seeding and soil supplement - formula B 15 LB $60 $ 881 Seeding 0803-0001 Placing stockpiled topsoil 77 CY $26 $ 2,031 Walking Trail along Clearing and grubbing 1 LS $10,000 $ 10,000 waterfront 0703-0021 AASHTO No. 10 (6" depth) 400 6 44 CY $48 $ 2,133 Drainage/Stormwater Drainage swale along trail, pipes 1 LS $30,000 $ 30,000 Boardwalk 450' x 10' timber boardwalk around outfall 1 LS $375,000 $ 375,000 Fishing Pier Wood structure over outfall with railings 1 LS $50,000 $ 50,000 Walking Trail connection Clearing and grubbing 1 LS $20,000 $ 20,000 to CHT 0850-0031 Rock, class R-3 1000 6 73 CY $90 $ 6,600 Adventure Area boulders and/or play equipment 1 LS $25,000 $ 25,000 Canopies at NS Railroad Bridge Two canopies (one each side) required by NS 2 Each $50,000 $ 100,000 Subtotal $ 861,621 Design (20%) 1 LS $ 172,324 Landscaping (10%) 1 LS $ 86,162 E&S Controls (5%) 1 LS $ 43,081 CM/CI (10%) 1 LS $ 86,162 Survey (5%) 1 LS $ 43,081 Mobilization (5%) 1 LS $ 43,081 Contingency (20%) 1 LS $ 172,324 Section Total $ 1,507,837 Section 2: Bridge Trail Bridge Bridge 150 1 LS $400,000 $ 400,000 9624-0001 Fence on both sides of bridge approaches 80 LF $21 $ 1,688 Fencing 9624-0300 End posts 8 EA $194 $ 1,551 9624-0400 Corner posts 4 EA $199 $ 796 Subtotal $ 404,035 Design (20%) 1 LS $ 80,807 E&S Controls (5%) 1 LS $ 20,202 CM/CI (10%) 1 LS $ 40,403 Survey (5%) 1 LS $ 20,202 Mobilization (5%) 1 LS $ 20,202 Contingency (20%) 1 LS $ 80,807 Section Total $ 666,657 1 Cynwyd Heritage Trail Spur- Phase 1 & 2 (w/ Retaining Walls) Preliminary Construction Cost Estimate Length Width Trail Feature Item Number Description Quantity Unit Cost/Unit Total Cost (ft) (ft) Section 3: Bridge crossing to Cynwyd Heritage Trail Superpave asphalt mixture design, HMA 0409-0385 wearing course, PG64-22, <0.3 million ESALS, 9.5 mm mix, 1.5" depth, SRL-L 800 12 1067 SY $19 $ 20,267 12' Paved Shared Use Superpave asphalt mixture design, HMA base Path 0309-0320 course, PG64-22, <0.3 million ESALS, 25.0 mm mix, 3" depth 800 12 1067 SY $26 $ 27,733 0703-0024 Subbase 6" Depth (No. 2A) 800 12 178 CY $62 $ 11,022 0212-0014 Geotextile, Class 4, Type A 800 12 1067 SY $4 $ 3,840 Shoulder 0703-0024 Subbase 6" Depth (No. 2A) 800 4 59 CY $62 $ 3,674 0203-0001 Excavation - Class 1 (pavement box only) 800 12 296 CY $32 $ 9,550 Trail Clearing/Excavation 0204-0101 Excavation - Class 3 (for retaining walls) 800 8 948 CY $36 $ 34,133 0201-0001 Clearing and grubbing 1 LS $20,000 $ 20,000 Retaining Walls Dual retaining wall 3650 SF $100 $ 365,000 Signing 0931-0111 Post-mounted signs, type B 60 SF $36 $ 2,134 Drainage/Stormwater Drainage swale along trail, pipes 1 LS $30,000 $ 30,000 9624-0001 Fence on downhill side of slope 800 LF $21 $ 16,880 Fencing 9624-0300 End posts 2 EA $194 $ 388 9624-0400 Corner posts 10 EA $199 $ 1,989 0804-0011 Seeding and soil supplement - formula B 15 LB $60 $ 881 Seeding 0803-0001 Placing stockpiled topsoil 77 CY $26 $ 2,031 Subtotal $ 549,522 Design (20%) 1 LS $ 109,904 Landscaping (10%) 1 LS $ 54,952 E&S Controls (5%) 1 LS $ 27,476 CM/CI (10%) 1 LS $ 54,952 Survey (5%) 1 LS $ 27,476 Mobilization (5%) 1 LS $ 27,476 Contingency (20%) 1 LS $ 109,904 Section Total $ 961,664 Section 1 $ 1,507,837 Section 2 $ 666,657 Section 3 $ 961,664 Project Total $ 3,140,000 2 Cynwyd Heritage Trail Spur- Phase 1 & 2 (w/ Boardwalk) Preliminary Construction Cost Estimate Length Width Trail Feature Item Number Description Quantity Unit Cost/Unit Total Cost (ft) (ft) Section 1: O'Neill property line to bridge crossing Superpave asphalt mixture design, HMA 0409-0385 wearing course, PG64-22, <0.3 million ESALS, 9.5 mm mix, 1.5" depth, SRL-L 1050 12 1400 SY $19 $ 26,600 12' Paved Shared Use Superpave asphalt mixture design, HMA base Path 0309-0320 course, PG64-22, <0.3 million ESALS, 25.0 mm mix, 3" depth 1050 12 1400 SY $26 $ 36,400 0703-0024 Subbase 6" Depth (No. 2A) 1050 12 233 CY $62 $ 14,467 0212-0014 Geotextile, Class 4, Type A 1050 12 1400 SY $4 $ 5,040 Shoulder 0703-0024 Subbase 6" Depth (No. 2A) 1050 4 78 CY $62 $ 4,822 0203-0001 Excavation - Class 1 (pavement box only) 1050 12 389 CY $32 $ 12,534 Trail Clearing/Excavation 0203-0001 Excavation - Class 1 for grading 1050 16 856 CY $32 $ 27,575 0201-0001 Clearing and grubbing 1 LS $20,000 $ 20,000 Railroad Bridge Rehab RR bridge for trail users 1 LS $75,000 $ 75,000 Signing 0931-0111 Post-mounted signs, type B 60 SF $36 $ 2,134 Right-of-way fence under 76 and along railroad 0624-0001 600 LF $21 $ 12,660 Fencing bridge 0624-0300 End posts for chain-link fence 8 EA $194 $ 1,551 0624-0400 Corner posts for chain-link fence 6 EA $199 $ 1,193 0804-0011 Seeding and soil supplement - formula B 15 LB $60 $ 881 Seeding 0803-0001 Placing stockpiled topsoil 77 CY $26 $ 2,031 Walking Trail along Clearing and grubbing 1 LS $10,000 $ 10,000 waterfront 0703-0021 AASHTO No. 10 (6" depth) 400 6 44 CY $48 $ 2,133 Drainage/Stormwater Drainage swale along trail, pipes 1 LS $30,000 $ 30,000 Boardwalk 450' x 10' timber boardwalk around outfall 1 LS $375,000 $ 375,000 Fishing Pier Wood structure over outfall with railings 1 LS $50,000 $ 50,000 Walking Trail connection Clearing and grubbing 1 LS $20,000 $ 20,000 to CHT 0850-0031 Rock, class R-3 1000 6 73 CY $90 $ 6,600 Adventure Area boulders and/or play equipment 1 LS $25,000 $ 25,000 Canopies at NS Railroad Bridge Two canopies (one each side) required by NS 2 Each $50,000 $ 100,000 Subtotal $ 861,621 Design (20%) 1 LS $ 172,324 Landscaping (10%) 1 LS $ 86,162 E&S Controls (5%) 1 LS $ 43,081 CM/CI (10%) 1 LS $ 86,162 Survey (5%) 1 LS $ 43,081 Mobilization (5%) 1 LS $ 43,081 Contingency (20%) 1 LS $ 172,324 Section Total $ 1,507,837 Section 2: Bridge Trail Bridge Bridge 150 1 LS $400,000 $ 400,000 9624-0001 Fence on both sides of bridge approaches 80 LF $21 $ 1,688 Fencing 9624-0300 End posts 8 EA $194 $ 1,551 9624-0400 Corner posts 4 EA $199 $ 796 Subtotal $ 404,035 Design (20%) 1 LS $ 80,807 E&S Controls (5%) 1 LS $ 20,202 CM/CI (10%) 1 LS $ 40,403 Survey (5%) 1 LS $ 20,202 Mobilization (5%) 1 LS $ 20,202 Contingency (20%) 1 LS $ 80,807 Section Total $ 666,657 1 Cynwyd Heritage Trail Spur- Phase 1 & 2 (w/ Boardwalk) Preliminary Construction Cost Estimate Length Width Trail Feature Item Number Description Quantity Unit Cost/Unit Total Cost (ft) (ft) Section 3: Bridge crossing to Cynwyd Heritage Trail Superpave asphalt mixture design, HMA 0409-0385 wearing course, PG64-22, <0.3 million ESALS, 9.5 mm mix, 1.5" depth, SRL-L 800 12 1067 SY $19 $ 20,267 12' Paved Shared Use Superpave asphalt mixture design, HMA base Path 0309-0320 course, PG64-22, <0.3 million ESALS, 25.0 mm mix, 3" depth 800 12 1067 SY $26 $ 27,733 0703-0024 Subbase 6" Depth (No. 2A) 800 12 178 CY $62 $ 11,022 0212-0014 Geotextile, Class 4, Type A 800 12 1067 SY $4 $ 3,840 Shoulder 0703-0024 Subbase 6" Depth (No.