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HomeMy WebLinkAbout07 Cost Estimate1 of 12 Schedule A Schedule A Schedule B Schedule C Total Item Desc Std. Item No.Unit Desc Desc Desc All Schedules No.Quantity Item Description Unit Cost Cost Cost Cost MOBILIZATION 1 1 0001 MOBILIZATION L.S. 15.0% $8,681,105 $0 $0 $8,681,105 $8,681,105 $0 $0 $8,681,105 PREPARATION 21 0035 CLEARING AND GRUBBING L.S. 70,200$ 70,200$ -$ -$ 70,200$ 33 0047 REMOVING MANHOLE EACH 1,050$ 3,150$ -$ -$ 3,150$ 442 0049 REMOVING DRAINAGE STRUCTURE EACH 980$ 41,160$ -$ -$ 41,160$ 51 0050 REMOVAL OF STRUCTURES AND OBSTRUCTIONS L.S. 144,000$ 144,000$ -$ -$ 144,000$ 6 955 0100 REMOVING CEMENT CONC. SIDEWALK S.Y. 80$ 76,400$ -$ -$ 76,400$ 7 2,363 0108 REMOVING CEMENT CONC. CURB AND GUTTER L.F. 21$ 49,623$ -$ -$ 49,623$ 8 898 0110 REMOVING CEMENT CONC. CURB L.F. 7$ 6,286$ -$ -$ 6,286$ 9 6,600 0120 REMOVING ASPHALT CONC. PAVEMENT S.Y. 12$ 79,200$ -$ -$ 79,200$ 10 703 0130 REMOVING ASPHALT CONC. SIDEWALK S.Y. 8$ 5,624$ -$ -$ 5,624$ 11 98 0150 REMOVING TRAFFIC ISLAND S.Y. 78$ 7,644$ -$ -$ 7,644$ 12 136 0170 REMOVING GUARDRAIL L.F. 11$ 1,496$ -$ -$ 1,496$ 13 4 0182 REMOVING GUARDRAIL ANCHOR EACH 322$ 1,288$ -$ -$ 1,288$ 14 3,832 0187 REMOVING PAINT LINE L.F. 1$ 4,982$ -$ -$ 4,982$ 15 16 0199 REMOVING PAINTED TRAFFIC MARKING EACH 116$ 1,856$ -$ -$ 1,856$ 16 796 0203 REMOVING PAINTED CROSSWALK LINE S.F. 6$ 4,378$ -$ -$ 4,378$ 17 4 0208 REMOVING RAISED PAVEMENT MARKER HUND 185$ 740$ -$ -$ 740$ 18 3,292 0220 REMOVING CHAIN LINK FENCE L.F. 13$ 42,796$ -$ -$ 42,796$ 19 1 0254 REMOVING SOLDIER PILE SHAFT OBSTRUCTIONS EST. 7,350$ 7,350$ -$ -$ 7,350$ 20 1 0256 REMOVING SHAFT OBSTRUCTIONS EST. 859,095$ 859,095$ -$ -$ 859,095$ PREPARATION $1,407,268 $0 $0 $1,407,268 GRADING 21 12,650 0310 ROADWAY EXCAVATION INCL. HAUL C.Y. 17.00$ 215,050.00$ -$ -$ 215,050.00$ 22 9,315 0421 GRAVEL BORROW INCL. HAUL C.Y. 11.00$ 102,465.00$ -$ -$ 102,465.00$ 23 9,315 0470 EMBANKMENT COMPACTION C.Y. 2.00$ 18,630.00$ -$ -$ 18,630.00$ GRADING 336,145.00$ -$ -$ 336,145.00$ \\fwfs1.abam.com\Projects_FW\FederalWay\2018\A18.0085\00\Engineering\Cost Estimate\Ott Sakai Review\Cost Estimate_Ott Sakai Comparison_Enabled_rlf.xlsx 7/9/2018 2 of 12 Schedule A Schedule A Schedule B Schedule C Total Item Desc Std. Item No.Unit Desc Desc Desc All Schedules No.Quantity Item Description Unit Cost Cost Cost Cost GRADING - UPRR SHOOFLY 24 6,321 XX-01 SUBBALLAST TON 21$ 132,741$ -$ -$ 132,741$ 25 345 XX-02 TEMPORARY SURCHARGE WALL BLOCK EACH 30$ 10,350$ -$ -$ 10,350$ 26 15,368 XX-35 GRAVEL BORROW INCL. HAUL SURCHARGE TON 23$ 353,464$ -$ -$ 353,464$ 27 33,322 0431 GRAVEL BORROW INCL. HAUL TON 23$ 766,406$ -$ -$ 766,406$ 28 7,415 1086 QUARRY SPALLS TON 16$ 118,640$ -$ -$ 118,640$ 29 120 XX-24 LIGHT WEIGHT FILL CY 150$ 18,000$ -$ -$ 18,000$ 30 1,100 XX-33 TEMPORARY SHOOFLY WALL EACH 30$ 33,000$ -$ -$ 33,000$ 31 15 XX-29 4 FT DIAM PRIMARY SHAFT LF 720$ 10,800$ -$ -$ 10,800$ 32 16 XX-30 4 FT DIAM SECONDARY SHAFT LF 450$ 7,200$ -$ -$ 7,200$ GRADING - UPRR SHOOFLY 1,450,601.00$ -$ -$ 1,450,601.00$ \\fwfs1.abam.com\Projects_FW\FederalWay\2018\A18.0085\00\Engineering\Cost Estimate\Ott Sakai Review\Cost Estimate_Ott Sakai Comparison_Enabled_rlf.xlsx 7/9/2018 3 of 12 Schedule A Schedule A Schedule B Schedule C Total Item Desc Std. Item No.Unit Desc Desc Desc All Schedules No.Quantity Item Description Unit Cost Cost Cost Cost DRAINAGE 31 14,745 7005 STRUCTURE EXCAVATION CLASS B C.Y. 17$ 250,665$ -$ -$ 250,665$ 32 3 1063 COMBINATION INLET EACH 1,410$ 4,230$ -$ -$ 4,230$ 33 10 1075 HEAVY LOOSE RIPRAP TON 70$ 700$ -$ -$ 700$ 34 1,792 1161 UNDERDRAIN PIPE 8 IN. DIAM. L.F. 12$ 21,504$ -$ -$ 21,504$ 35 1,848 3016 HIGH-DENSITY POLYETHYLENE (HDPE) PIPE 12 IN. DIAM. L.F.32$ 59,136$ -$ -$ 59,136$ 36 29 3017 HIGH-DENSITY POLYETHYLENE (HDPE) PIPE 18 IN. DIAM. L.F. 38$ 1,102$ -$ -$ 1,102$ 37 835 3018 HIGH-DENSITY POLYETHYLENE (HDPE) PIPE 24 IN. DIAM.L.F. 263$ 219,605$ -$ -$ 219,605$ 38 36 3091 CATCH BASIN TYPE 1 EACH 1,653$ 59,508$ -$ -$ 59,508$ 39 13 3105 CATCH BASIN TYPE 2 48 IN. DIAM. EACH 3,760$ 48,880$ -$ -$ 48,880$ 40 1 3107 CATCH BASIN TYPE 2 72 IN. DIAM. EACH 5,763$ 5,763$ -$ -$ 5,763$ 41 1 3109 CATCH BASIN TYPE 2 60 IN. DIAM. EACH 4,975$ 4,975$ -$ -$ 4,975$ 42 788 3869 DUCTILE IRON PIPE FOR WATER MAIN 12 IN. DIAM. L.F. 60$ 47,280$ -$ -$ 47,280$ 43 226 3872 DUCTILE IRON PIPE FOR WATER MAIN 18 IN. DIAM. L.F. 410$ 92,660$ -$ -$ 92,660$ 44 13 3874 DUCTILE IRON PIPE FOR WATER MAIN 24 IN. DIAM. L.F.92$ 1,196$ -$ -$ 1,196$ 45 70 XX-04 36" DIAM. CMP CULVERT PIPE L.F. 45$ 3,150$ -$ -$ 3,150$ 46 1 XX-14 GROUNDWATER PUMP L.S. 150,000$ 150,000$ -$ -$ 150,000$ 47 1 XX-15 EXPAND EXISTING PUMP STATION L.S. 500,000$ 500,000$ -$ -$ 500,000$ 48 1 XX-19 UPGRADE DETENTION POND L.S. 100,000$ 100,000$ -$ -$ 100,000$ 49 1 XX-37 SOUND TRANSIT STORM L.S. 30,000$ 30,000$ -$ -$ 30,000$ DRAINAGE 1,600,354$ -$ -$ 1,600,354$ SANITARY SEWER 50 379 3767 PVC SANITARY SEWER PIPE 8 IN. DIAM. L.F. 40$ 15,160$ -$ -$ 15,160$ 51 1 XX-20 RELOCATE 36" SEWER L.S. 1,066,000$ 1,066,000$ -$ -$ 1,066,000$ SANITARY SEWER 1,081,160$ -$ -$ 1,081,160$ WATER LINES 52 3 3850 MOVING EXISTING HYDRANTS EACH 2,500$ 7,500$ -$ -$ 7,500$ 53 3 3852 RECONNECTING EXISTING HYDRANTS EACH 1,850$ 5,550$ -$ -$ 5,550$ SUBTOTAL 13,050$ -$ -$ 13,050$ 54 1 TAX 8.80% 1,148$ -$ -$ 1,148$ \\fwfs1.abam.com\Projects_FW\FederalWay\2018\A18.0085\00\Engineering\Cost Estimate\Ott Sakai Review\Cost Estimate_Ott Sakai Comparison_Enabled_rlf.xlsx 7/9/2018 4 of 12 Schedule A Schedule A Schedule B Schedule C Total Item Desc Std. Item No.Unit Desc Desc Desc All Schedules No.Quantity Item Description Unit Cost Cost Cost Cost WATER LINES 14,198$ -$ -$ 14,198$ STRUCTURE 55 160 4049 SHAFT - 36 IN. DIAMETER L.F. 200$ 32,000$ -$ -$ 32,000$ 56 460 4053 FURNISHING SOLDIER PILE L.F. 250$ 115,000$ -$ -$ 115,000$ 57 3,380 4149 ST. REINF. BAR FOR BRIDGE LB. 1$ 4,056$ -$ -$ 4,056$ 58 61,250 4150 ST. REINF. BAR FOR RETAINING WALL LB. 1$ 73,500$ -$ -$ 73,500$ 59 20 4322 CONC. CLASS 4000 FOR BRIDGE C.Y. 400$ 8,000$ -$ -$ 8,000$ 60 310 4139 CONC. CLASS 4000 FOR RETAINING WALL C.Y. 400$ 124,000$ -$ -$ 124,000$ 61 1,710 4202 CONC. CLASS 4000 FOR SECANT CAP & STEM WALL C.Y. 400$ 684,000$ -$ -$ 684,000$ 62 60 4202 CONC. CLASS 4000 FOR WALL IMPROVEMENTS C.Y. 400$ 24,000$ -$ -$ 24,000$ 63 38,270 4204 CONC. CLASS 4000W FOR SEAL C.Y. 169$ 6,466,108$ -$ -$ 6,466,108$ 64 2,370 4299 LAGGING S.F. 45$ 106,650$ -$ -$ 106,650$ \\fwfs1.abam.com\Projects_FW\FederalWay\2018\A18.0085\00\Engineering\Cost Estimate\Ott Sakai Review\Cost Estimate_Ott Sakai Comparison_Enabled_rlf.xlsx 7/9/2018 5 of 12 Schedule A Schedule A Schedule B Schedule C Total Item Desc Std. Item No.Unit Desc Desc Desc All Schedules No.Quantity Item Description Unit Cost Cost Cost Cost 65 1 4300 SUPERSTRUCTURE L.S. 681,056$ 681,056$ -$ -$ 681,056$ 66 90 4338 EXPANSION JOINT SYSTEM COMPRESSION SEAL - SUPERSTR. L.F. 125$ 11,250$ -$ -$ 11,250$ 67 110 4456 SCARIFYING CONC. SURFACE S.Y. 114$ 12,540$ -$ -$ 12,540$ 68 16 4483 PERMANENT GROUND ANCHOR EACH 5,000$ 80,000$ -$ -$ 80,000$ 69 16 4484 PERMANENT GROUND ANCHOR PERFORMANCE TEST EACH 2,000$ 32,000$ -$ -$ 32,000$ 70 1 4485 PERMANENT GROUND ANCHOR VERIFICATION TEST L.S. 10,000$ 10,000$ -$ -$ 10,000$ 71 87,710 7006 STRUCTURE EXCAVATION CLASS B INCL. HAUL C.Y. 24$ 2,105,040$ -$ -$ 2,105,040$ 72 78,190 7008 SHORING OR EXTRA EXCAVATION CLASS B S.F. 10$ 781,900$ -$ -$ 781,900$ 73 240 5656 BRIDGE APPROACH SLAB S.Y. 500$ 120,000$ -$ -$ 120,000$ 74 1 XX-21 PEDESTRIAN BRIDGE L.S. 283,206$ 283,206$ -$ -$ 283,206$ 75 950 XX-22 WALL FASCIA CY 1,150$ 1,092,622$ -$ -$ 1,092,622$ 76 188,880 XX-23 ST. REINFORCED FOR WALL FASCIA LB 1$ 226,656$ -$ -$ 226,656$ 77 1 XX-25 SHOOFLY BRIDGE L.S. 660,591$ 660,591$ -$ -$ 660,591$ 78 341,640 XX-27 ST. REINFORCED FOR SECANT CAP AND WALL LB 1$ 409,968$ -$ -$ 409,968$ 79 8,190 XX-28 ST. REINFORCED FOR WALL IMPROVEMENTS LB 1$ 9,828$ -$ -$ 9,828$ 80 12,130 XX-29 4 FT DIAM PRIMARY SHAFT LF 784$ 9,506,807$ -$ -$ 9,506,807$ 81 12,130 XX-30 4 FT DIAM SECONDARY SHAFT LF 514$ 6,231,707$ -$ -$ 6,231,707$ 82 66 4160 QA SHAFT TEST EACH 2,000$ 132,000$ -$ -$ 132,000$ 83 1 XX-36 TEMPORARY STRUTS L.S. 569,944$ 569,944$ -$ -$ 569,944$ STRUCTURE 30,594,430$ -$ -$ 30,594,430$ STRUCTURE - BNSF ROW 84 7,540 4006 STRUCTURE EXCAVATION CLASS A INCL. HAUL C.Y. 24$ 180,960$ -$ -$ 180,960$ 85 1 4013 SHORING OR EXTRA EXCAVATION CL. A L.S. 41,290$ 41,290$ -$ -$ 41,290$ 86 70 XX-18 PERVIOUS STRUCTURE BACKFILL CY 30$ 2,100$ -$ -$ 2,100$ 87 1 4085 FURNISHING AND DRIVING STEEL TEST PILE EACH 21,000$ 21,000$ -$ -$ 21,000$ 88 2,768 4090 FURNISHING ST. PILING L.F. 100$ 276,800$ -$ -$ 276,800$ 89 32 4095 DRIVING ST. PILE EACH 4,000$ 128,000$ -$ -$ 128,000$ 90 50 4202 CONC. CLASS 4000 FOR WALL IMPROVEMENTS C.Y. 400$ 20,000$ -$ -$ 20,000$ 91 1,940 4204 CONC. CLASS 4000W FOR SEAL C.Y. 155$ 301,610$ -$ -$ 301,610$ 92 80 4456 SCARIFYING CONC. SURFACE S.Y. 114$ 9,120$ -$ -$ 9,120$ 93 12 4483 PERMANENT GROUND ANCHOR EACH 5,000$ 60,000$ -$ -$ 60,000$ 94 12 4484 PERMANENT GROUND ANCHOR PERFORMANCE TEST EACH 2,000$ 24,000$ -$ -$ 24,000$ 95 32 8376 FURNISHING STEEL PILE TIP OR SHOE EACH 2,500$ 80,000$ -$ -$ 80,000$ \\fwfs1.abam.com\Projects_FW\FederalWay\2018\A18.0085\00\Engineering\Cost Estimate\Ott Sakai Review\Cost Estimate_Ott Sakai Comparison_Enabled_rlf.xlsx 7/9/2018 6 of 12 Schedule A Schedule A Schedule B Schedule C Total Item Desc Std. Item No.Unit Desc Desc Desc All Schedules No.Quantity Item Description Unit Cost Cost Cost Cost 96 51,330 4149 ST. REINF. BAR FOR BRIDGE LB. 1$ 61,596$ -$ -$ 61,596$ 97 6,100 XX-28 ST. REINFORCED FOR WALL IMPROVEMENTS LB 1$ 7,320$ -$ -$ 7,320$ 98 260 4322 CONC. CLASS 4000 FOR BRIDGE C.Y. 400$ 104,000$ -$ -$ 104,000$ 99 7,460 7006 STRUCTURE EXCAVATION CLASS B INCL. HAUL C.Y. 24$ 179,040$ -$ -$ 179,040$ 100 750 7008 SHORING OR EXTRA EXCAVATION CLASS B S.F. 10$ 7,500$ -$ -$ 7,500$ 101 330 XX-29 4 FT DIAM PRIMARY SHAFT LF 720$ 237,600$ -$ -$ 237,600$ 102 330 XX-30 4 FT DIAM SECONDARY SHAFT LF 450$ 148,500$ -$ -$ 148,500$ 103 2 4160 QA SHAFT TEST EACH 2,000$ 4,000$ -$ -$ 4,000$ STRUCTURE - BNSF ROW 1,894,436$ -$ -$ 1,894,436$ STRUCTURE - UPRR ROW 104 13,120 7006 STRUCTURE EXCAVATION CLASS B INCL. HAUL C.Y. 24$ 314,880$ -$ -$ 314,880$ 105 10,890 7008 SHORING OR EXTRA EXCAVATION CLASS B S.F. 10$ 108,900$ -$ -$ 108,900$ 106 50 4087 CONSTRUCTING 6 FT. DIAM SHAFT L.F. 1,600$ 80,000$ -$ -$ 80,000$ 107 15,710 4149 ST. REINF. BAR FOR BRIDGE LB. 1$ 18,852$ -$ -$ 18,852$ \\fwfs1.abam.com\Projects_FW\FederalWay\2018\A18.0085\00\Engineering\Cost Estimate\Ott Sakai Review\Cost Estimate_Ott Sakai Comparison_Enabled_rlf.xlsx 7/9/2018 7 of 12 Schedule A Schedule A Schedule B Schedule C Total Item Desc Std. Item No.Unit Desc Desc Desc All Schedules No.Quantity Item Description Unit Cost Cost Cost Cost 108 5,110 4204 CONC. CLASS 4000W FOR SEAL C.Y. 194$ 989,718$ -$ -$ 989,718$ 109 80 4322 CONC. CLASS 4000 FOR BRIDGE C.Y. 400$ 32,000$ -$ -$ 32,000$ 110 1 4300 SUPERSTRUCTURE L.S. 619,129$ 619,129$ -$ -$ 619,129$ 111 1 4468 CLEANING AND PAINTING L.S. 76,000$ 76,000$ -$ -$ 76,000$ 112 1 7037 STRUCTURE SURVEYING L.S. 15,000$ 15,000$ -$ -$ 15,000$ 113 2,210 XX-29 4 FT DIAM PRIMARY SHAFT LF 793$ 1,751,789$ -$ -$ 1,751,789$ 114 2,210 XX-30 4 FT DIAM SECONDARY SHAFT LF 523$ 1,155,089$ -$ -$ 1,155,089$ 115 170 XX-32 DAMPPROOFING S.Y. 35$ 5,950$ -$ -$ 5,950$ 116 120 XX-34 WATERPROOFING L.F. 30$ 3,600$ -$ -$ 3,600$ 117 9 4160 QA SHAFT TEST EACH 2,000$ 18,000$ -$ -$ 18,000$ STRUCTURE - UPRR ROW 5,188,907$ -$ -$ 5,188,907$ SURFACING 118 15,571 5040 PERMEABLE BALLAST TON 28$ 435,988$ -$ -$ 435,988$ 119 7,175 5100 CRUSHED SURFACING BASE COURSE TON 23$ 165,025$ -$ -$ 165,025$ SURFACING 601,013$ -$ -$ 601,013$ HOT MIX ASPHALT 120 8,000 5767 HMA CL. 1/2 IN. PG TON 84$ 672,000$ -$ -$ 672,000$ HOT MIX ASPHALT 672,000$ -$ -$ 672,000$ EROSION CONTROL AND ROADSIDE PLANTING 121 4 6409 TOPSOIL TYPE C ACRE 38,000$ 152,000$ -$ -$ 152,000$ 122 16,200 6419 SEEDING AND FERTILIZING BY HAND S.Y. 1$ 19,440$ -$ -$ 19,440$ 123 1 6488 EROSION CONTROL AND WATER POLLUTION PREVENTION L.S. 100,000$ 100,000$ -$ -$ 100,000$ EROSION CONTROL AND ROADSIDE PLANTING 271,440$ -$ -$ 271,440$ TRAFFIC 124 6,476 6700 CEMENT CONC. TRAFFIC CURB AND GUTTER L.F. 52$ 336,752$ -$ -$ 336,752$ 125 622 6701 CEMENT CONC. TRAFFIC CURB L.F. 36$ 22,392$ -$ -$ 22,392$ 126 134 6707 CEMENT CONC. PEDESTRIAN CURB L.F. 39$ 5,226$ -$ -$ 5,226$ 127 607 6727 EXTRUDED CURB L.F. 17$ 10,319$ -$ -$ 10,319$ 128 375 6748 BEAM GUARDRAIL TYPE 1 - 8 FT. LONG POST L.F. 27$ 10,125$ -$ -$ 10,125$ 129 2 6760 BEAM GUARDRAIL TRANSITION SECTION TYPE EACH 4,066$ 8,132$ -$ -$ 8,132$ \\fwfs1.abam.com\Projects_FW\FederalWay\2018\A18.0085\00\Engineering\Cost Estimate\Ott Sakai Review\Cost Estimate_Ott Sakai Comparison_Enabled_rlf.xlsx 7/9/2018 8 of 12 Schedule A Schedule A Schedule B Schedule C Total Item Desc Std. Item No.Unit Desc Desc Desc All Schedules No.Quantity Item Description Unit Cost Cost Cost Cost 130 6 6766 BEAM GUARDRAIL ANCHOR TYPE 10 EACH 1,000$ 6,000$ -$ -$ 6,000$ 131 15,430 6806 PAINT LINE L.F. 2$ 23,145$ -$ -$ 23,145$ 132 967 6827 PAINTED WIDE LANE LINE L.F. 0$ 338$ -$ -$ 338$ 133 26 6833 PLASTIC TRAFFIC ARROW EACH 255$ 6,630$ -$ -$ 6,630$ 134 950 6857 PLASTIC CROSSWALK LINE S.F. 14$ 13,300$ -$ -$ 13,300$ 135 279 6859 PLASTIC STOP LINE L.F. 10$ 2,790$ -$ -$ 2,790$ 136 1 6890 PERMANENT SIGNING L.S. 7,500$ 7,500$ -$ -$ 7,500$ 137 1 6904 ILLUMINATION SYSTEM L.S. 150,000$ 150,000$ -$ -$ 150,000$ 138 1 6912 TRAFFIC SIGNAL SYSTEM L.S. 893,268$ 893,268$ -$ -$ 893,268$ 139 105 6915 CASING L.F. 100$ 10,500$ -$ -$ 10,500$ 140 55 6917 DIRECTIONAL BORING L.F. 88$ 4,840$ -$ -$ 4,840$ 141 1 6971 PROJECT TEMPORARY TRAFFIC CONTROL L.S. 40,000$ 40,000$ -$ -$ 40,000$ 142 4 7442 PERMANENT IMPACT ATTENUATOR EACH 28,575$ 114,300$ -$ -$ 114,300$ 143 1 XX-08 PEDESTRIAN CONTROL AND PROTECTION L.S. 50,000$ 50,000$ -$ -$ 50,000$ TRAFFIC 1,715,557$ -$ -$ 1,715,557$ \\fwfs1.abam.com\Projects_FW\FederalWay\2018\A18.0085\00\Engineering\Cost Estimate\Ott Sakai Review\Cost Estimate_Ott Sakai Comparison_Enabled_rlf.xlsx 7/9/2018 9 of 12 Schedule A Schedule A Schedule B Schedule C Total Item Desc Std. Item No.Unit Desc Desc Desc All Schedules No.Quantity Item Description Unit Cost Cost Cost Cost OTHER ITEMS 144 434 1945 PEDESTRIAN HANDRAIL L.F. 200$ 86,800$ -$ -$ 86,800$ 145 34 3110 LOCKING SOLID METAL COVER AND FRAME FOR CATCH BASIN EACH 1,075$ 36,550$ -$ -$ 36,550$ 146 1 7003 TYPE B PROGRESS SCHEDULE L.S. 5,000$ 5,000$ -$ -$ 5,000$ 147 1 7037 STRUCTURE SURVEYING L.S. 25,000$ 25,000$ -$ -$ 25,000$ 148 1 7038 ROADWAY SURVEYING L.S. 10,000$ 10,000$ -$ -$ 10,000$ 149 6 7041 BOLLARD TYPE EACH 825$ 4,950$ -$ -$ 4,950$ 150 2,330 7055 CEMENT CONC. SIDEWALK S.Y. 46$ 107,180$ -$ -$ 107,180$ 151 5 7058 CEMENT CONC. CURB RAMP TYPE EACH 4,650$ 23,250$ -$ -$ 23,250$ 152 157 7059 CEMENT CONC. DRIVEWAY ENTRANCE TYPE S.Y. 104$ 16,328$ -$ -$ 16,328$ 153 990 7060 ASPHALT CONC. SIDEWALK S.Y. 83$ 82,170$ -$ -$ 82,170$ 154 1,035 7083 CHAIN LINK FENCE TYPE 3 L.F. 17$ 17,078$ -$ -$ 17,078$ 155 3 7103 DOUBLE 14 FT. COATED CHAIN LINK GATE EACH 1,600$ 4,800$ -$ -$ 4,800$ 156 1 7350 CLEANING EXISTING DRAINAGE STRUCTURE L.S. 6,000$ 6,000$ -$ -$ 6,000$ 157 11 7360 MANHOLE 48 IN. DIAM. TYPE EACH 3,740$ 41,140$ -$ -$ 41,140$ 158 2 7364 MANHOLE 60 IN. DIAM. TYPE EACH 5,300$ 10,600$ -$ -$ 10,600$ 159 1 7480 ROADSIDE CLEANUP EST. 35,000$ 35,000$ -$ -$ 35,000$ 160 1 7490 TRIMMING AND CLEANUP L.S. 5,000$ 5,000$ -$ -$ 5,000$ 161 1 7500 FIELD OFFICE BUILDING L.S. 22,000$ 22,000$ -$ -$ 22,000$ 162 9,300 7530 CONSTRUCTION GEOTEXTILE FOR SEPARATION S.Y. 7$ 65,100$ -$ -$ 65,100$ 163 1,206 7559 GEOSYNTHETIC RETAINING WALL S.F. 15$ 18,090$ -$ -$ 18,090$ 164 402 7567 GRAVEL BORROW FOR STRUCTURAL EARTH WALL INCL. HAUL C.Y. 48$ 19,296$ -$ -$ 19,296$ 165 1 7725 REIMBURSEMENT FOR THIRD PARTY DAMAGE EST. 10,000$ 10,000$ -$ -$ 10,000$ 166 1 7728 MINOR CHANGE CALC 75,000$ 75,000$ -$ -$ 75,000$ 167 7731 STEEL COST ADJUSTMENT CALC -$ -$ -$ -$ -$ 168 1 7736 SPCC PLAN L.S. 2,000$ 2,000$ -$ -$ 2,000$ 169 7 9605 CONNECTION TO DRAINAGE STRUCTURE EACH 1,640$ 11,480$ -$ -$ 11,480$ 170 1 OI-07 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) L.S. 20,000$ 20,000$ -$ -$ 20,000$ 171 1 OI-11 UTILITY POTHOLING L.S. 30,000$ 30,000$ -$ -$ 30,000$ 172 1 XX-05 DEWATERING SYSTEM L.S. 250,000$ 250,000$ -$ -$ 250,000$ 173 2 XX-06 ABANDONMENT OF MONITORING WELLS EACH 700$ 1,400$ -$ -$ 1,400$ 174 1 XX-09 SETTLEMENT MONITORING - SURVEY L.S. 10,000$ 10,000$ -$ -$ 10,000$ 175 26 XX-10 SETTLEMENT PLATES EACH 800$ 20,800$ -$ -$ 20,800$ \\fwfs1.abam.com\Projects_FW\FederalWay\2018\A18.0085\00\Engineering\Cost Estimate\Ott Sakai Review\Cost Estimate_Ott Sakai Comparison_Enabled_rlf.xlsx 7/9/2018 10 of 12 Schedule A Schedule A Schedule B Schedule C Total Item Desc Std. Item No.Unit Desc Desc Desc All Schedules No.Quantity Item Description Unit Cost Cost Cost Cost 176 1 XX-11 PROJECT RED LINE DRAWINGS L.S. 2,000$ 2,000$ -$ -$ 2,000$ 177 1 XX-12 FIBER OPTIC RELOCATION - WEST SIDE L.S. 60,000$ 60,000$ -$ -$ 60,000$ 178 1 XX-13 FIBER OPTIC RELOCATION - EAST SIDE L.S. 130,000$ 130,000$ -$ -$ 130,000$ 179 1 XX-31 STORM BYPASS EST. 15,000$ 15,000$ -$ -$ 15,000$ 180 1 XX-38 RELOCATE BP GAS LINES L.S. 1,000,000$ 1,000,000$ -$ -$ 1,000,000$ OTHER ITEMS 2,279,012$ -$ -$ 2,279,012$ Subtotal -Ex. Mobe 49,106,521$ -$ -$ 49,106,521$ Mobilization 8,681,105$ -$ -$ 8,681,105$ Subtotal 57,787,626$ -$ -$ 57,787,626$ \\fwfs1.abam.com\Projects_FW\FederalWay\2018\A18.0085\00\Engineering\Cost Estimate\Ott Sakai Review\Cost Estimate_Ott Sakai Comparison_Enabled_rlf.xlsx 7/9/2018 11 of 12 Schedule A Schedule A Schedule B Schedule C Total Item Desc Std. Item No.Unit Desc Desc Desc All Schedules No.Quantity Item Description Unit Cost Cost Cost Cost Tax 0.00%-$ -$ -$ -$ Total Estimated Construction Cost with Mob 57,787,626$ -$ -$ 57,787,626$ Design Contingency 5%2,889,381$ -$ -$ 2,889,381$ Market Conditions 0%-$ -$ Estimated Construction Bid Cost/Budget (2018 Dollars)60,677,007$ -$ -$ 60,677,007$ Inflation Factor (3% per year for 2 years) 3%3,695,230$ -$ -$ 3,695,230$ Estimated Construction Bid Cost/Budget (2020 Dollars)64,372,237$ -$ -$ 64,372,237$ Construction Contingency/Risk 10%6,437,223.67$ -$ -$ 6,437,224$ Estimated Bid Amount Total 70,809,460$ -$ -$ 70,809,460$ 682,000$ 682,000$ 720,000$ 720,000$ 120,000$ 120,000$ 540,000$ 540,000$ BNSF Inspection 120,000$ 120,000$ BP Design Costs 570,000$ 570,000$ Estimated Total Construction Costs 73,561,460$ 73,561,460$ Estimated Track shift by UPRR UPRR Flagging UPRR Inspection BNSF Flagging \\fwfs1.abam.com\Projects_FW\FederalWay\2018\A18.0085\00\Engineering\Cost Estimate\Ott Sakai Review\Cost Estimate_Ott Sakai Comparison_Enabled_rlf.xlsx 7/9/2018 12 of 12 Schedule A Schedule A Schedule B Schedule C Total Item Desc Std. Item No.Unit Desc Desc Desc All Schedules No.Quantity Item Description Unit Cost Cost Cost Cost Estimated ROW & Easement (Misc. Properties) Costs 1,720,166$ 1,720,166$ Estimated Engineering & Permitting Costs 3,892,500$ 3,892,500$ Estimated Owner/Agency Design Engineering Costs 607,500$ 607,500$ Estimated Construction Admin and Inspection Costs 4,000,000.00$ 4,000,000$ Estimated Total Project Costs 83,781,626$ 83,781,626$ ROW & EASEMENTS 1 ROW Acquisition (Fast Food Restaurants) EST. 191,925$ -$ -$ 191,925$ 1 Permanent Easements (BP, KC Sewer, outfall, fast food driveways) EST. 447,000$ 447,000$ Temporary Construction Easements (BP, KC Sewer, outfall, fast food driveways) EST. 668,241$ 668,241$ 1 Estimated UPRR Perm & Temp Easements EST. 330,000$ -$ -$ 330,000$ 1 Estimated BNSF BP & KC Sewer Easements EST. 83,000$ -$ -$ 83,000$ Subtotal - ROW & Easements 1,720,166$ -$ -$ 1,720,166$ \\fwfs1.abam.com\Projects_FW\FederalWay\2018\A18.0085\00\Engineering\Cost Estimate\Ott Sakai Review\Cost Estimate_Ott Sakai Comparison_Enabled_rlf.xlsx 7/9/2018