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HomeMy WebLinkAbout04/07/2015 05B MLK Grade Separation Contract Final Payment to Mowat Construction CompanyBUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. 5.B. For Meeting of: April 7, 2015 ITEM TITLE: Project Completion and Contract Acceptance for Mowat Construction Company - Project AT1818 MLK Grade Separation (Standard Motion V -B -Accept the project and approve) SUBMITTED BY: Debbie Cook - Director of U&E Brett Sheffield - Chief Engineer (509) 576-6797 SUMMARY EXPLANATION: This project (City Project: AT1818) grade separated Martin Luther King, Jr. (MLK) Boulevard and the BNSF mainline by having MLK Boulevard pass beneath the railroad. The project also included a bridge on Front Street that crosses over the new MLK Boulevard alignment, and is paid in full. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project. Project Manager: Brett Sheffield Contractor: Mowat Construction Company Contract Award: 1/25/13 Contract Cost: $11,246,934.33 Total Due: $0.00 The above total contract cost is for construction only and does not include engineering and other costs. Resolution: Ordinance: Other (Specify): Project Completion and Contract Acceptance Contract: Contract Term: Start Date: End Date: Item Budgeted: Amount: Federal Freight Mobility (State) Transportation Improvement (State) Funding Source/Fiscal Impact: Burlington Northern Santa Fe Railroad (Local) Public Works Trust Fund Loan (Local) Department of Ecology Stormwater Loan (Local) City of Yak Strategic Priority: Insurance Required? No Mail to: Phone: 509-576-6797 APPROVED FOR SUBMITTAL: RECOMMENDATION: Accept Project ATTACHMENTS: Description CI Final City Manager Upload Date 3/19/2015 Type Cover Memo City of Yakima Engineering Division 129 N 2nd Street Yakima, WA 98901 TO: Mowat Construction Co 20210 - 142nd Avenue NE P.O. Box 1330 Woodinville, WA 98072-1330 PROJECT TITLE Yakima Railroad Grade Separations Phase 3 - MLK Boulevard Federal Aid No. STPX-NCPD-000S(062) City Project No.: CR1818 Progress Estimate No Date: FINAL September 22, 2014 \\\\~\ \\\\\\\O\ ;'i--,0'`,‘:%'' y+ti\ �\>\. _> ^�i, 3. 3 F\\\ \\� . LS 1 -. �\ .._-_ $923,000.00 \\: t .N' _.. .a ..,.... ., ., ‘ � _\�.. �. -.. \\\��\\\\ 100% \�\ \\ ���-: \\ \\ 'i -.;'', .,.g - .. ,�.._ '-. _l \�O� tip ... $ 923,000,00 1 $ 923,000 00 Mobilization $ 923,000.00 Subtotal $ 923,000.00 100% $923,000.00 Preparation Removal of Structure and Obstruction LS 1 $64,400 00 $ 64,400.00 1 100% $ 64,400.00 1 $ 64,400 00 Removing Paint Line LF 900 $1 00 $ 900.00 1712 190.22% $ 1,71200 1712 $ 1,712 00 RemovingPainted Traffic MarkingEA 4 $65 00 $ 260.00 2 50% $ 130,00 2 $ 130.00 5 Removing Painted Crosswalk Line SF 400 $0 65 $ 260.00 0 0% 5 - 0 $ - Subtotal $ 65,820.00 100.64% $66,242.00 Grading 6 Roadway Excavation Incl. Haul CY 25,500 $10.15 $ 258,825.00 25,500 100% $ 258,825.00 25,500 $ 258,825,00 Subtotal $ 258,825.00 100% $ 258,825.00 Stormwater System 7 Underdrain Pipe 4 In. Diam, LF 5,886 $8.25 $ 48,559.50 5,383.20 91.46% $ 44,411.40 5,383.20 $ 44,411.40 8 Drain Pipe 4 ln. Diam. LF 80 $15.00 $ 1,200 00 67.2 84% $ 1,008.00 67.20 $ 1,008.00 9 Catch Basin, Type 1 EA 31 $945.00 $ 29,295.00 30 96.77% $ 28,350.00 30.00 $ 28,350 00 10 Catch Basin, Type 2, 48 in Diam EA 1 $1,985.00 $ 1,985.00 1 100% $ 1,985.00 1.00 $ 1,985,00 11 Corrugated Polyethylene Storm Sewer Pipe 10 In Diam LF 680 521.70 $ 14,756 00 622.6 91.56% $ 13,510.42 622.6 $ 13,510,42 12 Corrugated Polyethylene Storm Sewer Pipe 12 In Diam LF 450 $22.70 $ 10,215-00 '', 351 78% $ 7,967.70 351.00 $ 7,967.70 13 Ductil Iron Storm Sewer Pipe 8 In. Diam. LF 590 $38.90 $ 22,951.00 626.8 106.24% $ 24,382.52 626.8 $ 24,382.52 14 Ductil Iron Storm Sewer Pipe 14 In. Diam- LF 16 $88,00 $ 1,408,00 17.1 106.88% $ 1,504.80 17 10 $ 1,504.80 15 Testing Storm Sewer Pipe LF 1,690 $1.00 $ 1,690.00 1688 99.88% $ 1,688.00 1688.00 $ 1,688.00 16 Plain Conc Of V. C. Sewer Pipe 6 In. Diam. LF 15 $30.00 $ 450.00 0 0% $ - 0,00 17 Structure Excavation Class B Incl. Haul CY 700 $9.50 $ 6,650.00 405.3 57.9% $ 3,850,35 405.30 $ 3,850.35 18 Structure Excavation Class B Incl Haul Bottom Seal CY 436 $16.00 $ 6,976.00 190.42 43.67% $ 3,046.72 190.42 $ 3,046 72 19 Shoring or Extra Excavation Class B SF 20 $2 50 $ 50,00 0 0% $ - 0.00 $ - 20 Gravel Backfill for Drain CY 80 $38.00 $ 3,040.00 50_6 6325% $ 1,922.80 50.60 $ 1,922.80 21 Controlled Density Fill CY 170 $90.00 $ 15,300.00 72 42-35% $ 6,480.00 72.00 $ 6,480.00 22 Construction Geotextile for Underground Drainage SY 825 $2 20 $ 1,815.00 724 87.76% $ 1,592.80 724.00 $ 1,592.80 23 'Connection to Drainage Structure EA 7 $950 00 $ 6,650.00 6 85.71% $ 5,700 00 6.00 $ 5,700.00 5t_`\.\\\ _ _` - \\�� ., \ ...\ ...: . � \ ' � � .__ $ 30,000.00 _ $ 30,000.00 24 Storm Sewer Bypass LS 1 $30,000.00 $ 30,000,00 1.00 100% 1.00 25 Pump Station LS 1 5250000 00 $ 250,000 00 1.00 100% $ 250,000.00 1.00 $ 254 000.00 26 Wetwell Shoring LS 1 $156,000.00 $ 156,000.00 1 100% $ 156,000.00 1 00 $ 156,000 00 Subtotal $ 608,990.50 95.80% $583,400.51 Water Lines 27 Comb Air Release/Air Vacuum Valve Assembly 2 In EA 3 $5,600 00 $ 16,800.00 0 0% $ 0.00 $ 28 Service Connection 1 1/2 In. Diam. EA 1 $5,000.00 $ 5,000.00 0 0% $ 0.00 $ 29 Ductile Iron Pipe for Water Main 12 In. Diam. LF 230 $135 00 $ 31,050.00 152.5 66.3% $ 20,587-50 152.50 $ 20,587.50 30 Pipe Insulation LF 40 $30 00 $ 1,200.00 52 7 131 75% $ 1,581.00 52.70 $ 1,581.00 31 Connection to Existing Water Main 2 In Temp Blowoff EA 2 51,200.00 $ 2,400.00 4 200% $ 4,800.00 4 00 $ 4,800.00 32 Steel Casing 22 In. Diam, For Water Main LF 115 5240.00 $ 27,600.00 0 0% $ 0.00 $ - 33 Heat Tracing System LS 1 51,500.00 $ 1,500,00 1 00 100% $ 1,500.00 1.00 $ 1,500 00 34 Galvanic Anode EA 2 $2,000,00 $ 4,000.00 0 0% $ - 0.00 $ - 35 Shoring or Extra Excavation Class B SF 280 53.00 $ 840.00 0 0% $ 0.00 $ 36 Plugging Existing Pipe EA 2 $250.00 $ 500 00 2 100% $ 500.00 2.00 $ 500.00 Subtotal $ 90,890.00 31.87% $28,968.50 Structure (CIP Cantilever Wall/Moment Slab) 37 Conc. Class 4000 for Retaining Wall CY 230 5400 00 $ 92,000.00 229.41 99,74% $ 91,764,00 229.41 $ 91,764.00 38 St.Reinf. Bar for Retaing Wall LB 23,800 $1.00 $ 23,800 00 44,265.10 185.99% $ 44,265_10 44,265 10 $ 44,265 10 39 Conc. Class 4000 for Barrier CY 110 $1,500.00 $ 165 000.00 183.27 166,61% $ 274,905 00 183 27 $ 274,905.00 40 St. Reinf. Bar for Barrier LB 29,700 51.00 $ 29,700.00 39,073.00 131,56% $ 39,07300 39,073.00 $ 39,073.00 41 Bridge railing type BP for wall barrier LF 1,490 $60.00 $ 89,400.00 1,400.00 93.96% $ 84,000.00 1,400.00 $ 84,000 00 42 Conc. Class 4000 for Free Standing Barrier CY 14 $1,000 00 $ 14,000.00 20-06 143.29% $ 20,060.00 20-06 $ 20,060.00 43 St. Reinf. Bar for Free Standing Barrier LB 3,600 $0.90 $ 3,240.00 1,970.00 54.72% $ 1,773.00 1.970.00 $ 1,773.00 44 Conc. Class 4000 for Impact Attenuator Footing CY 2 5500.00 $ 1,000.00 1.94 97% 5 970.00 1.94 $ 970.00 45 St. Rein Bar for Impact Attenuator Footing LB 200 $1.23 $ 246.00 218,00 109% $ 268.14 218.00 $ 268.14 46 Single Slope Concrete Barrier LF 630 5100.00 $ 63,000 00 625-82 99 34% $ 62,582_00 625.82 $ 62,582.00 47 Std Hand Rail Pedestrian Railing LF 650 $107.00 $ 69,550.00 724.38 111.44% $ 77,508.66 724.38 $ 77,508.66 48 Single Slope Concrete Barrier Transition EA 2 $5,000.00 $ 10,000,00 2.00 100% $ 10,000 00 2 00 $ 10,000.00 Subtotal $ 560,936.00 126.07% $707,168.90 Earthwork 49 Structure Excavation Class A Incl. Haul CY 3,200 $11.40 $ 36,480.00 2,256.70 70.52% $ 25,726.38 2,256.70 $ 25,726 38 50 Shoring or Extra Excavation Class A LS 1 $20,000.00 $ 20,000,00 1 00 100% $ 20,000,00 1 00 $ 20,000 00 51 Gravel Backfill for Wall CY 700 $31.90 $ 22,330.00 775.10 110.73% $ 24,725.69 775 10 $ 24,725.69 Subtotal $ 78,810.00 89.39% $70,452.07 Wall Cap � . �� \\.. \_\\... \�\ \ � 77 \\� _... ____.,(--N:-.0--„, \\ _ �� � ,,ii., -E:+. of s � "... .. Conc. Class 4000 for Wall Cap 1,670 $400.00 $ 668,000.00 1,812.78 108,55% $ 725,112.00 1.812 78 $ 725,112 00 53 St. Reinf Bar for Wall Cap m 284,200 $ 323,988 00 $ 991,988.00 357,909.00 125_94% $ 408,01626 357,909-00 1.11111M $ 408,016 26 Subtotal Soldier Pile Walls .®� MIIII=MIIIIMINIIIIII 660 $319.00 $ 210,540 00 620.85 94.07% �■ $ 198,051 15 620.85 $ 198,051.15 Shaft - 39" Diameter 55 Furnishing Soldier Pile - W24X103 , 660 $57.00 $ 37,620.00 660 100% $ 37,620.00 660.00 $ 37,620 00 Lagging for Underpass Wall 2,630 $11.70 $ 30 771.00 2390 90.87% $ 27,963.00 2390 00 $ 27,963.00 Concrete Fascia Panel 2,630 $25.00 $ 65,750.00 $ 54,845.00 2193,80 $ 54,845.00 Removing Shaft Obstruction - Soldier Pile DOL $20,000.00 $ 20,000.00 0 0-00 Subtotal $ 364,681.00 BNSF Shoring Wall MilMEM $ 130,560-00 336 98.82% $ 129,024.00 336.00 $ 129,024_00 59 Shaft - 36" Diameter LF 340 $384.00 60 Furnishing Soldier Pile - W21X93 LF 210 $52 40 $ 11,00400 210 100% $ 11,004.00 210.00 $ 11,004.00 Furnishing Soldier Pile - W21X55 130 $31.50 $ 4,095.00 130 100% $ 4,095.00 130.00 $ 4,095 00 Lagging for BNSF 650 $17 00 $ 11,050.00 650.1 100.02% $ 11,051.70 650.10 $ 11,051 70 Removing Shaft Obstruction - Shoring Wall DOL $10,000 00 $ 10,000-00 0 93.08% 0.00 W $155,174.70 Subtotal $ 166,709.00 Shotcrete Facing Shotcrete Facing SF 11,200 $25.00 $ 280,000 00 11478 102 48% $ 286,950.00 11478.00 $ 286,950.00 65 Prefabricated Drainage Mat SY 1,540 $12 00 $ 18,480-00 • • 110 11% $ 20,348.40 1695.70 $ 20,348.40 Subtotal MIMI IIIIIIMMIIIIIIIIIIIIIIIIIIIIIIIFII $ 298,480.00 102.95% $307,298.40 Soil Excavation for Shaft Incl. Haul ®'' 3,140 $267.00 $ 838,380.00 3,202.70 102% $ 855,120_90 320270 $ 855,120 90 67 Furnishing and Placing Temp Casing for 4 Ft Diem Shaft 6,890 $15.00 $ 103,350.00 3,784 60 54.93% $ 56,769.00 378460 $ 56,769 00 68 Lean Concrete for Shaft ® 1,440 $131_00 $ 188,640.00 1,440 45 100.03% $ 188,698-95 1440.45 $ 188,698.95 69 Conc. Class 4000P for Shaft 1770 $168.00 $ 297,360.00 1.762 01 99.55% $ 296,017,68 1762.01 $ 296,017 68 70 St. Reinf. Bar for Shaft 424,000 $0.96 $ 407,040.00 462,460.00 109.07% $ 443,961-60 462,460,00 $ 443,961.60 71 CSL Access Tube LF 15,150 $10 00 $ 151,500 00 19,780.00 130,56% $ 197,800.00 19,780.00 $ 197,800.00 CSL Test $500 00 $ 81,000 00 96.30% $ 78,000.00 156.00 $ 78,000 00 Removing Shaft Obstruction DOL $100,000 00 $ 100,000 00 0 0%EMI 0.00 $2,116,368.13 $ Subtotal $ 2,167,270.00 Bottom Seal 74 Tremie Seal Temporary Bracing $75,000.00 $ 75,000 00 1.00 100% $ 75 000.00 1.00 $ 75,000.00 Tremie Seal Excavation Incl.. Haul 3,403 $10.15 $ 34,540.45 3,382 60 99.40% $ 34,333.39 3382.60 $ 34,333 39 Lean Concrete for Tremie Seal ® 3 403 $125.00 $ 425,375_00 3,382.56 99.40% $ 422,820.00 3382.56 $ 422,820_00 Drilled Seal ID® $1,282,000.00 $ 1,282,000.00 1.0000 100% $ 1,282,000.00 1.00 $1,282,000 00 'E EST 41 � � ,� �� �\�:��� \ ._ � � ���\-�\off\�o�`.� 78 Additional Bottom Seal Leak Repair DOL EST $30,000.00 $ 30,000.00 0.17 16 96% $ 5,089.36 0.17 $ 5,089.36 Subtotal $ 1,846,915.45 98.50% $1,819,242.75 Struts 79 Prestressed Conc. Girder for Strut LF 290 $770 00 $ 223,300 00 288 99.31% $ 221,760 00 288.00 $ 221,760 00 Subtotal $ 223,300.00 99.31% $221,760.00 Front Street Bridge 80 Superstructure - Front St- Bridge LS 1 $300,000 00 $ 300,000.00 1 0000 100% $ 300,000.00 1.00 $ 300,000 00 81 Bridge Approach Slab SY 227 $215 00 $ 48,805.00 236.39 104.14% $ 50,823.85 236.39 $ 50,823 85 Subtotal $ 348,805.00 $1.01 $350,823.85 BNSF Bridge 82 Superstructure - BNSF LS 1 $400,000 00 $ 400,000.00 100.00% 100% $ 400,000.00 1.00 $ 400,000.00 Subtotal $ 400,000.00 100% 5400,000.00 Surfacing 83 Permeable Ballast TON 1.500 $20 00[ $ 30,000,00 2008.98 133 93% $ 40,179.60 2008.98 $ 40,179.60 84 Crushed Surfacing Base Course TON 3,000 $18 20 $ 54,600.00 3011.08 100.37% $ 54,801 66 3011.08 $ 54,801.66 85 Construction Geotextile for Separation SY 3,600 $1 60 $ 5,760 00 3467 96.31 % $ 5,547.20 3467 00 $ 5,547.20 86 Crushed Surfacing Top Course TON 120 $24 00 $ 2,88000 632.04 526 7% $ 15,168.96 632 04 $ 15,168.96 Subtotal $ 93,240.00 124.09% 5115,697.42 Hot Mix Asphalt Pavement 87 Planing Bituminous Pavement SY 1,400 $3.00 $ 4,200 00 2957 211.21% $ 8,871 00 2957.00 $ 8,871.00 88 Slurry Seal LS 1 $15,400 00 $ 15,400.00 0.00 0% $ 0.00 $ 89 HMA Cl. 1/2" PG 64-28 TON 2,450 $87 00 $ 213,150.00 2678.56 109 33% $ 233,034.72 '', 2678.56 $ 233,034 72 90 Job Mix Compliance Price Adjustment CALC 1 -$1 00 $ (1.00) 0 0% $ 0.00 $ - 91 Compaction Price Adjustment CALC 1 -$1 00 $ (1 00) 0 0% $ 0.00 $ - Subtotal $ 232,748.00 103.93% $241,905.72 Erosion Control and Planting ($ 92 ESC Lead DAY 300 $25.00 $ 7,500 00 265 88.33% $ 6,625.00 265.00 6,625.00 93 Street Cleaning HR 300 $120 00 $ 36,000 00 9 3% $ 1,080.00 9.00 $ 1,080.00 94 Inlet Protection EA 20 $105 00 $ 2,100.00 12 60% $ 1,260 00 12 00 $ 1,260.00 95 Stabilized Construction Entrance SY 670 $14 00 $ 9,380 00 333 4 49 76% $ 4,667.60 333.40 $ 4,667 60 96 Erosion/Water Pollution Control DOL 1 $100,000 00 $ 100,000 00 0.0000 0% $ - 0.00 $ - 97 SWPPP LS 1 $5,000 00 $ 5,000.00 10000 100% $ 5,000.00 100 $ 5,000.00 98 Dewatering LS 1 $80,000.00 $ 80,000.00 1.0000 100% $ 80,000.00 1.00 $ 80,000.00 Subtotal $ 239,980.00 41.10% $98,632.60 Traffic 99 Cement Conc Traffic Curb and Gutter LF 425 $19 00 $ 8,075.00 958 9 225 62% $ 18,219.10 958.90 $ 18,219 10 ... \ �-..... \.,\\\\�\\\\ o., _ ill-. \\\.Y3\\ \\\ ..: -.. \ .ti\\\ `\ \ \ .. \ ,•.�• 100 Permanent Impact Attenuator EA 1 $15,000,00 $ 15,000.00 100% $ 15,000.00 1 • • $ 15,000,00 101 Painted + 6 $55.O0 $ 440.00 100% $ 440, 00 8 00 $ 440.00 102 Paint Line LF3,100 $0.40 $ 1,240.00415013367% $ 1,660.00 4,150.00 $ 1,660.00 103 Painted Wide Line LF1,200 $0.55 $ 660.00 :' 70.17% $ 463.10 842.00 $ 46310 0' Painted Crosswalk Line SF 960 $090' $ 86400 • 64.58% $ 558.00 620-00 $ 558.00 Painted Stop Line LF 80 $2.10' $ 168 00259323 75% $ 543-90 259.00 $ 543.90 • • Painted Bicycle Lane Symbol $85 00 $ 510.00 66.67% $ 340.00 4.O0 $ 340 Q0 107 Permanent . LS $20,000 01 • 000_00 1 00 100% $ 20,000.00 1 •t 1 000 00 •: Misc. Detour Signing Revision D• $10,000,0 • ••• •• 1 07 107 20% $ 10,720.03 1 •7 $ 10,720 • •• Illumination System Complete LS $49,000,00I::::: • 11 no% • ••• 00 I:1III 110 Traffic Signal 1 •• 100% 46,000 01 1.00 • • 111 LS 1 $46,000.00 $ 46,000.00 1.00 100% '• 46,000 • • • • '. 46,000 • • 112 Project Temporary Traffic Control LS 1 $50,000 00 $ 50,000.00 1 • • 100% $ 50,000 • • 1.00 '. 50,000 • • 113 Thrie BeamGuardrail • •• '. • •• 1.000 100% • •• •• • •• 114 • • • LS $50,000.00 $ 50,000.00 1-000 100% 50 000.00 1.00 • ••• •• Subtotal $ 301,567.00 103.64% Other Items Structure Surveying LS 1 $25,000,00 $ 25,000.00 1.00 •• $ 25,000.00 1.00 $ 25,000,00 • Roadway Surveying LS 1 $10,000 00 $ 10,000.00 1.00 100%$ 10,000-00 1.00 $ 10,000.00 Licensed Surveying DOL 1 $10,000 00 $ 10,000.00 0.65 $ 6,512.92 0.65 $ 6,512.92 Poured Monument -Front Street Bridge EA 1 5200.O0 $ 200.00 1 100%$ 200.00 1.00 $ 200 00 • Cement Concd 662 $29.00 '.19,198_00 � 862,1 130 $ 25,000.90 : • • • • • • • • Cement Conc.. . Type 4A • •• $ 1,100,00 2 100% $ 1,100-00 2.00 •• •• 121 Cement Conc Sidewalk. Type 2 $550 00 $ 550.00 1 100% 550_00 1.00 $ 550.00 122 Cement Conc SidewalkRamp Type 1 1,650.00 3 100% $ 1650.00 300 $ 1,650.00 123 Commercial Driveway ApproachEA 1 $1,21500 $ 1,215.00 5 500% $ 6,075.00 5.00 $ 6,075.00 Chain Link Fence Type 3 LF 60 $20 00 $ 1,200,00 410.1 683 5% $ 8,202.00 410.10 $ 8,202.00 End, Gate, Corner and Pull Post for Chain Link Fence EA 2 $550.00 $ 1,100 00 a =MI '. 4,950.00 $ 1,400.00 9.00 $ 4,950 00 20 Ft. Chain Link Gate EA 1 $700.00 $ 700_00 2.00 $ 1,400.00 BDouble Fence Termination DOL 1 $1,500.00 $ 1,500,00 0 66 66 39% $ 995.83 0.66 $ 995 83 128 Training HR 1,000 $1 00 $ 1,000,00 1.000 100% $ 1,000,00 1000.00 $ 1,00000 129 Type C Progress LS $30,000.00 $ 30,000 00 1 00 100% $ 30,000-00 1.00 $ 30,000,00 130 Schedule Updates EA 12 $1,000.00 $ 12,000.00 14 116.67% $ 14,000.00 14.00 $ 14,000.00 G PROJECTSESS038-CAPROGRESS EST 01 17 Structure Ex. Cl B Incl. Haul CY 130 $9.50 $1,235 00 28 Service Connection 1 1/2 In Diam. EA -1 $5,000 00 -$5,000.00 29 Ductile Iron Pipe for Water Main, 12 In Diam LF -120 $135 00 -$16,200 00 32 Steel Casing 22 In. Diam. For Water Main LF -115 $240 00 -$27,600 00 35 Shoring Or Extra Excavation CI. B CY 1,750 $3 00, $5,250.00 SEE BID ITEM 17 ABOVE SEE BID ITEM 28 ABOVE SEE BID ITEM 29 ABOVE SEE BID ITEM 32 ABOVE SEE BID ITEM 35 ABOVE New Items 3-1 Roadside Cleanup DOL 82 $40,000,00 $ 40,000 00 0.03 3.47% $ 1,387.23 0.03 $ 1,387.23 Field Office Building 316 $127.00 $40,132.00 329.70 rrr 00 •, 15,000 00 1.00 100% $ 15,000.00 Ductile Iron Mechanical Joint, 45°, 8 In. Diam EA �MinorChange D•L 1 $100,000.00 •. 100,000 rr 0-77 76.87% Ductile Iron Joint Sleeve, 8 In. Diam, EA 1 1M SPCC P' 200% $ 550 00 $500 00 •• 500 00 1.00 100% $ 500.00 1.00 $ 500.00 135 Utility Potholing • 1.00 $15,000 00 $ 15,000.00 Ductile Iron Butterfly Valve, 12 In. EA 1 $3,700 00 $3,700.00 1.00 100% 136 Fiber Optic Be 1.00 $ 3,700.00 $25,000 00 ', 25,000.00 1.00 100% $ 25,000.00 1 00 $ 275.00 137 Utility Conduit . . . . $ 275.00 3-8 $24,00000 '. M,000 rr rrr r 100% 0 0 $ - 138 Utility • r • PP&L LS Pex Tubing for Water Service Line $36,000 00 '. 36,000.00 1.00 00% $ 36,000.00 1.00 $ 36,000 00 Subtotal EA 1 $5,000.00 $5,000 00 1 00 100% $ 5,000 00 81.38% . $302,654.91 3-11 Surveying LS 1 $1,000 00 $1,000 00 1.00 100% $ 1,000.00 1.00 $ 1,000.00 PROJECT TOTAL 10,634,867.95 $10,531,777.00 �', CHANGE ORDER NO. 1 1-1 Construct grading for railroad shoofly LS $138,866.57 $ 138,866.57 1.00 100% $ 138,866.57 1.00 $ 138,866.57 CHANGE ORDER NO. 2 2-1 Ductile Iron Storm Sewer Pipe 12 In. Diam LF 76 $89 60 $ 6,809 60 186.6 246% $ 16,719.36 186.60 $ 16 719.36 CHANGE ORDER NO.3 Realign Water Line Existing Items 17 Structure Ex. Cl B Incl. Haul CY 130 $9.50 $1,235 00 28 Service Connection 1 1/2 In Diam. EA -1 $5,000 00 -$5,000.00 29 Ductile Iron Pipe for Water Main, 12 In Diam LF -120 $135 00 -$16,200 00 32 Steel Casing 22 In. Diam. For Water Main LF -115 $240 00 -$27,600 00 35 Shoring Or Extra Excavation CI. B CY 1,750 $3 00, $5,250.00 SEE BID ITEM 17 ABOVE SEE BID ITEM 28 ABOVE SEE BID ITEM 29 ABOVE SEE BID ITEM 32 ABOVE SEE BID ITEM 35 ABOVE New Items 3-1 Steel Casing 18 In. Diam. For Water Main LF 82 $225.00 $18,450.00 55.00 67% $ 12,375.00 55.00 $ 12,375.00 3-2 Ductile Iron Pipe for Water Main, 8 In. Diam LF 316 $127.00 $40,132.00 329.70 104% $ 41,87190 329.70 $ 41,871 90 3-3 Ductile Iron Mechanical Joint, 45°, 8 In. Diam EA 6 $450.00 $2,700 00 6 00 100% $ 2,700.00 6.00 $ 2,700.00 3-4 Ductile Iron Joint Sleeve, 8 In. Diam, EA 1 $275 00 $275 00 2 00 200% $ 550 00 2.00 $ 550 00 3-5 Ductile Iron Joint Sleeve, 12 In. X 8 In. EA 1 $500 00 $500.00', 1-00 100% $ 500.00 1.00 $ 500 00 3-6 Ductile Iron Butterfly Valve, 12 In. EA 1 $3,700 00 $3,700.00 1.00 100% $ 3,700.00 1.00 $ 3,700.00 3-7 Ductile Iron Plug, 12 In, EA 1 $275.00 $275 00 1.00 100% $ 275.00 1.00 $ 275.00 3-8 Ductile Iron Gate Valve, 8 In. EA 1 $2,000 00 $2,000 00 1.00 100% $ 2,000 00 1 00 $ 2,000 00 3-9 Pex Tubing for Water Service Line LF 100 $27 50 $2,750 00 162.40 162.40% $ 4,466.00 162.40 $ 4,466 00 3-10 Connection to Existing Side Service EA 1 $5,000.00 $5,000 00 1 00 100% $ 5,000 00 1.00 $ 5,000.00 3-11 Surveying LS 1 $1,000 00 $1,000 00 1.00 100% $ 1,000.00 1.00 $ 1,000.00 3-12 5-1 5-2 5-3 5-4 Removal of Existing Foundation CHANGE ORDER NO. 5 Railroad Shoofly Grading (Added Work) Unsuitable Foundation Excavation Quarry Spalls for Over -Excavation CSBC for Over -Excavation Filter Fabric Additional CSBS for Pad Removal and Disposal of Concrete Foundation Railroad Ballast CHANGE ORDER NO. 7 City of Yakima Fiber Optic Relocation Existing Items Utility Conduit Installation - City of Yakima LS CY TON TON SY TON DOL DOL LS 1 $6,000.00 Change Order 3 Total: 490,6 93.8 783-4 673 575 9 1 1 $6,000.00 1.00 100% $40,467.00 $19 00 $9,321.40 $ 6,000.00 1.00 $ 6,000.00 479.30 97 7% $ 9,106.70 479.30 $ 9,10670 $17.00 $1,594 60 93.80 100% $20 00 $15,668 00 749.90 95 72% $ 14,998 00 749.90 $ 14,998 00 $1 25 $841.25 673.00 100% $20 00 $2,662.14 $3,484.59 Change Order 5 Total: 1 -$24,000.00 $11,518.00 575 90 100% $2,662 14 1 00 $3,484 59 1 00 $45,089.98 -$24,000 00 100% 100% $ 841 25 673.00 $ 841 25 $ 11,518.00 $ 2,662.14 $ 3,484.59 575.90 SEE BID ITEM 137 ABOVE 11.518- 00 1.00 $ 2,66214 1.00 $ 3,484 59 119 Cement Concrete Sidewalk SY 115 $29 00 $3,335 00 SEE BID ITEM 119 ABOVE 123 Commercial Driveway Approach EA 2 $1,215 00 $2,430 00 124 Chain Link Fence Type 3 LF 265 $20.00 $5,300.00 125 End, Gate & Pull Post for Chain Link Fence 2 $550 00 $1,100 00 SEE BID ITEM 123 ABOVE SEE BID ITEM 124 ABOVE SEE BID ITEM 125 ABOVE New Items 8-1 Removal & Disposal of HMA and Concrete LS $7,914 50 $7,914.50 1.00 100% $ 7,914.50 1 $ 7,914 50 8-2 Re -grade Existing CSTC LS $2,200.00 $2,200 00 1 00 100% $ 2,200.00 1 $ 2,200 00 8-3 HMA CI. 1/2" PG 64-28 for Parking Lot TON 230 $101 20 $23,276.00 401.71 174 66% $ 40,653.05 401,71 8-4 Formed Cement Conc. Traffic Curb & Gutter LF 290 $25.85 $7,496 50 283.50 Z 97.76% $ 7,328.48 283.50 $ 40,653.05 $ 7,328 48 8-5 Patch Adjacent to Curb & Gutter SF 580 [ $4.68 $2,711.50 502.20 86,59% $ 2,347.79 502.20 2,347 79 8-6 Surveying HR 2 $126-50 $253 00 Change Order 8 Total: $56,016.50 CHANGE ORDER NO. 9 9-1 Relocated Ductile Iron Pipe, 8 In Diam For Watermain $135 54 $16,264.80] 22.36 18.63% 3,030.67 22.36 3,030-67 New Items 7-1 rUtility Conduit Installation Revised - COY LS 1 $31,873.38 $31,873-38 0.00 100% $ 31,873 38 1.00 $ 31,873 38 Change Order 7 Total: $7,873.38 CHANGE ORDER NO. 8 Paving BNSF Parking Lot Existing Items 119 Cement Concrete Sidewalk SY 115 $29 00 $3,335 00 SEE BID ITEM 119 ABOVE 123 Commercial Driveway Approach EA 2 $1,215 00 $2,430 00 124 Chain Link Fence Type 3 LF 265 $20.00 $5,300.00 125 End, Gate & Pull Post for Chain Link Fence 2 $550 00 $1,100 00 SEE BID ITEM 123 ABOVE SEE BID ITEM 124 ABOVE SEE BID ITEM 125 ABOVE New Items 8-1 Removal & Disposal of HMA and Concrete LS $7,914 50 $7,914.50 1.00 100% $ 7,914.50 1 $ 7,914 50 8-2 Re -grade Existing CSTC LS $2,200.00 $2,200 00 1 00 100% $ 2,200.00 1 $ 2,200 00 8-3 HMA CI. 1/2" PG 64-28 for Parking Lot TON 230 $101 20 $23,276.00 401.71 174 66% $ 40,653.05 401,71 8-4 Formed Cement Conc. Traffic Curb & Gutter LF 290 $25.85 $7,496 50 283.50 Z 97.76% $ 7,328.48 283.50 $ 40,653.05 $ 7,328 48 8-5 Patch Adjacent to Curb & Gutter SF 580 [ $4.68 $2,711.50 502.20 86,59% $ 2,347.79 502.20 2,347 79 8-6 Surveying HR 2 $126-50 $253 00 Change Order 8 Total: $56,016.50 CHANGE ORDER NO. 9 9-1 Relocated Ductile Iron Pipe, 8 In Diam For Watermain $135 54 $16,264.80] 22.36 18.63% 3,030.67 22.36 3,030-67 \ \ CHANGE ORDER NO. 10 10-1 Utility and Railroad Delay Settlement ®m $339,580.36 $339,580.36 100% $ 339,580.36 1 $ CHANGE ORDER NO. 11 MEI LS 1 -$15,400.00 -$15,400.00 SEE BID ITEM 88 ABOVE 88 Delete Lump Sum Item 88 -- --.- --11111 1.1111=- --1111- =_I1.1 $ 11,270,436.14 11,246,934.33 PROJECT TOTAL W/ Change Orders IIIIM IIMIM- 11.11111.111=1111 M=1=ME.11.1111