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Home My WebLink AboutCAG-20-065 - Duvall - Progress Payment 5 • 0. City of Renton Progress Payment No 5 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 4/1/2022 to 4/30/2022 No. Completed Project Estimates Date: May 5,2022 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Rid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders SPCC PLAN L.S. $500.00_ 1 $500.00 0.00 $0.00 1.001 $500.00 1.00 $500.00 0.00 $0.001 1.00 $500.00 100.00 MOBILIZATION L.S. $400,000.00 1 $400,000.00 0.00 $0.00 1.00 $400,000.00 1.00 $400,000.00 0.00 $0.001 1.00 $400,000.00 100.00 MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE $10,000 L.S. $10,000.00 1 $10,000.00 0.00 $0.00 0.80 $8,000.00 0.80 $8,000.00 0.20 $2,000.00 1.00 $10,000.00 100.00 A4 PROJECT RED LINE DRAWINGS L.S. $13,000.00 1 $13,000.00 0.0588 $764.40 0.1530 $1,989.00 0.2118 $2,753.40 0.79 $10,246.60 1.00 $13,000.00 100.00 AS CONTRACTOR SURVEYING L.S. $50,000.00, 1 $50,000.00 0.0636 $3,181.41 0.4106 $20,530.00 0.4742 $23,711.41 0.53 $26,288.59 1.00 $50,000.00 100.00 A6 ADA FEATURES SURVEYING L.S. $9,000.00 1 $9,000.00 0.0625 $562.50 0.375 $3,375.00 0.438 $3,937.50 0.56 $5,062.50 1.00 $9,000.00 100.00 A7 UTILITY POTHOLING EA $300.00 25 $7,500.00 5.00 $1,500.00 6.00 $1,800.00 11.00 $3,300.00 14.00 $4,200.00 25.00 $7,500.00 100.00 A8 RESOLUTION OF UTILITY CONFLICTS FA $14,500.00 1 $14,500.00 0.00 $0.00 0.0000 $0.00 0.0000 $0.00 0.00 $0.00 0.00 $0.00 0.00 6 A9 COVID-19 HEALTH AND SAFETY PLAN L.S. $1,500.00 1 $1,500.00 0.0588 $88.20 0.4030 $604.50 0.4618 $692.70 0.54 $807.30 1.00 $1,500.00 100.00 Al0 OTHER TEMPORARY TRAFFIC CONTROL L.S. $48,000.00 1 $48,000.00 0.0784 $3,763.20 0.2040 $9,792.00 0.2824 $13,555.20 0.718 $34,444.80 1.00 $48,000.00 100.00 All TRAFFIC CONTROL SUPERVISOR L.S. $50,000.00 1 $50,000.00 0.0784 $3,920.00 0.2040 $10,200.00 0.2824 $14,120.00 0.718 535,880.00 1.00 $50,000.00 100.00 Al? FLAGGERS _ HR $60.00 3,200 $192,000.00 201.00 $12,060.00 238.50 $14,310.00 439.50 $26,370.00 2,760.50 $165,630.001 3,200.00 5192,000.00 100.00 A13 OTHER TRAFFIC CONTROL LABOR HR $65.00 1,000 $65,000.00 23.00 $1,495.00 21.00 $1,365.00 44.00 $2,860.00 956.00 $62,140.001 1,000.00 $65,000.00 100.00 A14 CONSTRUCTION SIGNS CLASS A SF $30.00 1,200 $36,000.00 0.00 $0.00 538.50 $16,155.00 538.50 $16,155.00 661.50 $19,845.00 1,200.00 $36,000.00 100.00 A15 PORTABLE CHANGEABLE MESSAGE HR $4.00 8,200 $32,800.00 0.00 $0.00 2,004.00 $8,016.00 2,004.00 $8,016.00 6,196.00 $24,784.00 8,200.00 $32,800.00 100.00 A16 OFF-DUTY UNIFORMED POLICE OFFICER HR $110.00 80 $8,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 80.00, $8,800.00 80.00 $8,800.00 100.00 A17 SEQUENTIAL ARROW SIGN HR $2.00 15,000 $30,000.00 1,643.75 $3,287.50 2,268.00 $4,536.00 3,911.75 $7,823.50 11,088.25 $22,176.50 15,000.00 $30,000.00 100.00 3 CLEARING AND GRUBBING ACRE $20,000.00 0.7 $14,000.00 0.300 $6,000.00 0.334 $6,680.00 0.634 $12,680.00 0.07 $1,320.00 0.70 $14,000.00 100.00 J REMOVING DRAINAGE STRUCTURE EACH $800.00 9 $7,200.00 0.00 $0.00 0.00 $0.00 0.00, $0.00 9.00 $7,200.00 9.00 $7,200.00 100.00 A20 REMOVING STORM SEWER PIPE L.F. $25.00 230 $5,750.00 49.00 $1,225.00 0.00 $0.00 49.00 $1,225.00 230.00 $5,750.00 279.00 $6,975.00 121.30 A21 REMOVAL OF STRUCTURES AND OBSTRUCTIONS L.S. $50,000.00 1 $50,000.00 0.00 $0.00 1.00 $50,000.00 1.00 $50,000.00 0.00 $0.00 1.00 $50,000.00 100.00 A22 REMOVING CEMENT CONC. SIDEWALK S.Y. $30.00, 570 $17,100.00 4.97 $149.10 27.44 $823.20 32.41 $972.30 537.59 $16,127.70 570.00 $17,100.00 100.00 REMOVING CEMENT CONC.CURB A23 AND GUTTER L.F. $15.00 1,200 $18,000.00 0.00 $0.00 116.50 $1,747.50 116.50 $1,747.50 1,083.50 $16,252.50 1,200.00 $18,000.00 100.00 A24 REMOVING CEMENT CONC.CURB L.F. $10.00 190 $1,900.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7 A25 REMOVING ASPHALT CONC. PAVEMENT S.Y. $25.00 1,230 $30,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7 A26 ROADWAY EXCAVATION INCL.HAUL C.Y. $50.00 6,850 $342,500.00 44.65 $2,232.50 598.31 $29,915.50 642.96 $32,148.00 6,207.04 $310,352.00 6,850.00 $342,500.00 100.00 A27 GRAVEL BORROW INCL.HAUL TON $35.00 530 $18,550.00 332.81 $11,648.35 1,437.94, $50,327.90 1,770.75 $61,976.25 530.00 $18,550.00 2,300.75 $80,526.25 434.10 UNSUITABLE FOUNDATION A28 EXCAVATION INCL.HAUL C.Y. $60.00 400 $24,000.00 0.00 $0.00 0.00, $0.00 0.00 $0.00 0.00 $0.00_ 0.00 $0.00 0.00 6 A29 SUBGRADE PREPARATION S.Y. $3.00 15,000 $45,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 15,000.00 $45,000.00 15,000.00 $45,000.00 100.00 A30 WATER ' MGAL $50.00 200 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 200.00 $10,000.00 200.00 $10,000.00 100.00 ® City of Renton Progress Payment No 5 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 4/1/2022 to 4/30/2022 No. Completed Project Estimates Date: May 5,2022 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders 1 STRUCTURE EXCAVATION CLASS B C.Y. $70.00 330 $23,100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 330.00 $23,100.00 330.00 $23,100.00 100.00 2 GRAVEL BACKFILL FOR WALL C.Y. $50.00 30 $1,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 30.00 $1,500.00 30.00 $1,500.00 100.00 CONSTRUCTION GEOTEXTILE FOR A33 UNDERGROUND DRAINAGE S.Y. $15.00 60 $900.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 60.00 $900.00 60.00 $900.00 100.00 A34 ASPHALT PULVERIZATION FOR USE S.V. $2.00 15,000 $30,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 15,000.00 $30,000.00 15,000.00 $30,000.00 100.00 A35 CRUSHED SURFACING TOP COURSE TON $40.00 2,570 $102,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00, $0.00 0.00 7 A36 PLANING BITUMINOUS PAVEMENT S.Y. $7.00 3,500 $24,500.00 2,623.86 $18,367.02 0.00 $0.00 2,623.86 $18,367.02 900.00 $6,300.00 3,523.86 $24,667.02 100.68 A37 HMA CL.1/2 IN.PG 64-22 TON $103.00 7,410 $763,230.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7 A38 ROADWAY CORE EACH $400.00 10 $4,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 10.00 $4,000.00 10.00 $4,000.00 100.00 A39 ASPHALT COST PRICE ADJUSTMENT CALC. $20,000.00 1 $20,000.00 0.010219 $204.37 0.000000 $0.00 0.010219 $204.37 1.00 $20,000.00 1.01 $20,204.37 101.02 A40 JOB MIX COMPLIANCE PRICE CALC. $10,000.00 1 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1.00 $10,000.00 1.00 $10,000.00 100.00 A41 COMPACTION PRICE ADJUSTMENT CALC. $10,000.00 1 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1.00 $10,000.00 1.00 $10,000.00 100.00 A42 CONC.CLASS 4000 FOR RETAINING S.Y. $200.00 250 $50,000.00 22.78 $4,556.00 0.00 $0.00 22.78 $4,556.00 230.00 $46,000.00 252.78 $50,556.00 101.11 A43 SOLID WALL PVC STORM PIPE 4 IN. DIAM. L.F. $20.00 190 $3,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 190.00 $3,800.00 190.00 $3,800.00 100.00 *A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. L.F. $55.00 2,910 $160,050.00 299.00 $16,445.00 817.00 $44,935.00 1,116.00 $61,380.00 1,794.00 $98,670.00 2,910.00 $160,050.00 100.00 POLYPROPYLENE STORM SEWER PIPE *A45 18 IN.DIAM. L.E. $75.00 130 $9,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 130.00 $9,750.00 130.00 $9,750.00 100.00 *A46 POLYPROPYLENE STORM SEWER PIPE 24 IN.DIAM. L.F. $120.00 70 $8,400.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 70.00 $8,400.00 70.00 $8,400.00 100.00 A47 TR.1ST.STORM SEWER PIPE 12 IN. DIAM. L.F. $100.00 10 $1,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 10.00 $1,000.00 10.00 $1,000.00 100.00 3 DUCTILE IRON SEWER PIPE 12 IN. DIAM. L.F. $90.00 280 $25,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7 ^-'9 CONCRETE INLET EACH $1,200.00 1 $1,200.00 1.00 $1,200.00 0.00 $0.00 1.00 $1,200.00 0.00 $0.00 1.00 $1,200.00 100.00 A50 CATCH BASIN TYPE 1 EACH $1,400.00 25 $35,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7 *A51 CATCH BASIN TYPE 11 EACH $1,550.00 5 $7,750.00 0.00 $0.00 2.00 $3,100.00 2.00 $3,100.00 1.00 $1,550.00 3.00 $4,650.00 60.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. EACH $3,500.00 2 $7,000.00 0.00 $0.00 0.90 $3,150.00 0.90 $3,150.00 1.10 $3,850.00 2.00 $7,000.00 100.00 A53 CONNECTION TO DRAINAGE EACH $1,500.00 11 $16,500.00 1.00 $1,500.00 5.00 $7,500.00 6.00 $9,000.00 5.00 $7,500.00 11.00 $16,500.00 100.00 A54 ADJUST CATCH BASIN EACH $400.00 5 $2,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 5.00 $2,000.00 5.00 $2,000.00 100.00 A5S ADJUST VALVE BOX EACH $500.00 18 $9,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 18.00 $9,000.00 18.00 $9,000.00 100.00 A56 ADJUST MANHOLE EACH $750.00 5 $3,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 5.00 $3,750.00 5.00 $3,750.00 100.00 A57 MANHOLE tt33 PARTIAL EACH $5,000.00 1 $5,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1.00 $5,000.00 1.00 $5,000.00 100.00 A58 TRENCH DRAIN L.F. $200.00 50 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 50.00 $10,000.00 50.00 $10,000.00 100.00 *A59 TREE BOX BIOFILTRATION UNIT EACH $26,000.00 13 $338,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 13.00 $338,000.00 13.00 $338,000.00 100.00 A60 FILLING PIPE WITH COP C.V. $300.00 42 $12,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 42.00 $12,600.00 42.00 $12,600.00 100.00 A61 SHORING OR EXTRA EXCAVATION S.F. $1.00 750 $750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 750.00 $750.00 750.00 $750.00 100.00 A62 TELEVISION INSPECTION L.S. $9,000.00 1 $9,000.00 0.0506 $455.40_ 0.3300 $2,970.00_ 0.3806 $3,425.40 0.62 $5,580.00 1.00 $9,005.40 100.06 EROSION CONTROL AND WATER A63 POLLUTION PREVENTION L.S. $20,000.00 1 $20,000.00 0.0784 $1,568.00 0.2040 $4,080.00 0.2824 $5,648.00 0.718 $14,352.00 1.00 $20,000.00 100.00 .0• City of Renton Progress Payment No 5 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 4/1/2022 to 4/30/2022 No. Completed Project Estimates Date: May 5,2022 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders I SILT FENCE L.F. $6.00 4,300 $25,800.00 808.00 $4,848.00 1,232.00 $7,392.00 2,040.00 $12,240.00 2,260.00 $13,560.00 4,300.00 $25,800.00 100.00 INLET PROTECTION EACH $100.00 30 $3,000.00 12.00 $1,200.00_ 50.00 $5,000.00 62.00 $6,200.00 0.00 $0.00 62.00 $6,200.00 206.67 A66 SEEDING,FERTILIZING,AND MULCHING SY $5.00 970 $4,850.00 0.00 $0.00_ 0.00 $0.00 0.00 $0.00 970.00 $4,850.00 970.00 $4,850.00 100.00 A67 TOPSOIL TYPE C.Y. $53.00 480 $25,440.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 480.00 $25,440.00 480.00 $25,440.00 100.00 A68 PLANTS FOR LANDSCAPING L.S. $77,000.00 1 $77,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1.00 $77,000.00 1.00 $77,000.00 100.00 A69 BARK MULCH C.Y. $63.00 100 $6,300.00 0.00 $0.00 0.00 $0.00 0.0000 $0.00 100.00 $6,300.00 100.00 $6,300.00 100.00 A70 SYNTHETIC TURF S.F. $25.00 550 $13,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 550.00 $13,750.00 550.00 $13,750.00 100.00 A71 IRRIGATION SYSTEM RESTORATION L.S. $6,000.00 1 $6,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1.00 $6,000.00 1.00 $6,000.00 100.00 A72 IRRIGATION SYSTEM L.S. $32,000.00 1 $32,000.00 0.00 $0.00 0.00, $0.00 0.00 $0.00 1.00 $32,000.00 1.00 $32,000.00 100.00 A73 CEMENT CONIC.TRAFFIC CURB AND GUTTER L.F. $25.00 4,600 $115,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7 A74 CEMENT CONIC.TRAFFIC CURB L.F. $40.00 160 $6,400.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 160.00 $6,400.00 160.00 $6,400.00 100.00 A75 CEMENT CONIC.PEDESTRIAN CURB L.F. $30.00 145 $4,350.00 46.00 $1,380.00 0.00 $0.00 46.00 $1,380.00 100.00 $3,000.00 146.00 $4,380.00 100.69 A76 EXTRUDED CURB L.F. $10.00 2,350 $23,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 2,350.00 $23,500.00, 2,350.00 $23,500.00 100.00 A77 CEMENT CONIC.DRIVEWAY S.Y. $90.00 160 $14,400.00 26.00 $2,340.00 0.00 $0.00 26.00 $2,340.00 138.00 $12,420.00 164.00 $14,760.00 102.50 A78 RAISED PAVEMENT MARKER TYPE 1 HUND $300.00 11 $3,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 11.00 $3,300.00 11.00 $3,300.00 100.00 A79 RAISED PAVEMENT MARKER TYPE 2 HUND $350.00 3 $1,050.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 3.00 $1,050.00 3.00 $1,050.00 100.00 A80 CHAIN LINK FENCE TYPE 4 L.F. $75.00 30 52,250.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 30.00 $2,250.00 30.00 $2,250.00 100.00 A81 MONUMENT CASE AND COVER EACH $1,800.00 2 $3,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 2.00 $3,600.00 2.00 $3,600.00 100.00 A82 CEMENT CONIC.SIDEWALK S.Y. $60.00 1,810 $108,600.00 942.98 $56,578.80 0.00 $0.00 942.98 $56,578.80 900.00 $54,000.00 1,842.98 $110,578.80 101.82 A83 CEMENT CONIC.CURB RAMP TYPE EACH $3,000.00 11 $33,000.00 7.00 $21,000.00 0.00 $0.00 7.00 $21,000.00 4.00 $12,000.00 11.00 $33,000.00 100.00 CEMENT CONIC.CURB RAMP TYPE- S SINGLE DIRECTIONAL EACH $3,300.00 1 $3,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1.00 $3,300.00 1.00 $3,300.00 100.00 5 ELECTRICAL SYSTEM,COMPLETE L.S. $825,000.00 1 $825,000.00 0.05925 $48,881.25 0.21955 $181,132.05 0.27880 $230,013.30 0.73 $598,125.00 1.00 $828,138.30 100.38 A86 PERMANENT SIGNING L.S. $14,000.00 1 $14,000.00 0.00 $0.00 0.10 $1,400.00 0.10 $1,400.00 0.90 $12,600.00 1.00 $14,000.00 100.00 A87 REMOVING PAVEMENT MARKINGS L.S. $2,700.00 1 $2,700.00 0.00 $0.00 0.100 $270.00 0.100 $270.00 0.90 $2,430.00 1.00 $2,700.00 100.00 A88 PAINT LINE L.F. $0.60 12,300 $7,380.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 12,300.00 $7,380.00 12,300.00 $7,380.00 100.00 A89 PAINTED WIDE LANE LINE L.F. $0.75 350 $262.50 0.00 $0.00 0.00, $0.00 0.00 $0.00 350.00 $262.50 350.00 $262.50 100.00 A90 PLASTIC TRAFFIC ARROW EACH $200.00 27 $5,400.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 27.00 $5,400.00 27.00 $5,400.00 100.00 A91 PLASTIC CROSSWALK LINE S.F. $13.00 500 $6,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 500.00 $6,500.00 500.00 $6,500.00 100.00 A92 PLASTIC STOP LINE L.F. $16.00 240 $3,840.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 240.00 $3,840.00 240.00 $3,840.00 100.00 A93 PLASTIC BICYCLE LANE SYMBOL EACH $200.00 20 $4,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 20.00 $4,000.00 20.00 $4,000.00 100.00 A94 PLASTIC TRAFFIC LETTER EACH $200.00 8 $1,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 8.00 $1,600.00 8.00 $1,600.00 100.00 ASS TEMPORARY PAVEMENT MARKING- L.F. $0.20 31,500 $6,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 31,500.00 $6,300.00 31,500.00 $6,300.00 100.00 A96 FUEL COST ADJUSTMENT CALC. $10,000.00 1 $10,000.00 0.084450 $844.50 0.000000 $0.00 0.084450 $844.50 1.00 $10,000.00 1.08 $10,844.50 108.45 A97 STEEL COST ADJUSTMENT CALC. $10,000.00 1 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1.00 $10,000.00 1.00 $10,000.00 100.00 A98 MAILBOX SUPPORT,TYPE 1 EACH $750.00 1 $750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1.00 $750.00 1.00 $750.00 100.00 Schedule A Sub-Totals $4,689,752.50 $233,245.50 $901,595.65 $1,134,841.15 $2,513,116.99 $3,647,958.14 77.79 Washington State Sales Tax 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 54,689,752.50 $233,245.50 $901,595.65 $1,134,841.15 $2,513,116.99 $3,647,958.14 77.79 ,s1 Y O.c fe. City of Renton QENToa Progress Payment No 5 Project Name: Duvall Avenue NE CAG: CAG 20-065 -FIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 4/1/2022 to 4/30/2022 No. Completed Project Estimates Date: May 5,2022 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Old item Description I Unit I Unit Price I Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost %of Contract Orders Schedule A Change Orders Schedule A Change Orders C.O.1 Retainage 1-A99 Retainge Bond L.S. $2,585.00 1.00 $2,585.00 0 $0.00 1 $2,585.00 1.00 $2,585.00 0 $0.00 1.00 $2,585.00 100.00 C.O.1 Totals $2,585.00 $0.00 $2,585.00 $2,sas.00 $0.00 $2,585.00 100.00 C.O.2 FO Termination Panel Rev N/A No Cost Change Order $0.00 1.00 $0.00 0 $0.00 I $0.00 1.00 $0.00 0 $0.00 1.00 $0.00 100.00 C.O.2 Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 100.00 C.O.3 Triple Tree Removal 3-A100 Triple Tree Removal L.S. $3,339.00 1.00 $3,339.00 0 $0.00 1 $3,339.00 1.00 $3,339.00 0 $0.00 1.00 $3,339.00 100.00 C.O.3 Totals $3,339.00 $0.00 $3,339.00 $3,339.00 $0.00 $3,339.00 100.00 C.O.4 Tier 1 Reclamation CSTC N/A No Cost Change Order $0.00 1.00 $0.00 0 $0.00 1 $0.00 1.00 $0.00 0 $0.00 1.00 $0.00 100.00 C.O.4 Totals $0.00 $0.00 $o.00 $o.00 $o.00 - $0.00 100.00 C.O.5 Wet Conditions 5-A101 Natural in Lieu of Recycled CSTC TON $14.82 1,100.00 $16,302.00 0 $0.00 0 $0.00 0.00 $0.00 0 $0.00 0.00 $0.00 0.00 6 5-A102 Water Control F.A. $23,698.00 1.00 $23,698.00 0 $0.00 0.6671 $15,808.27 0.6671 $15,808.27 0.34 $8,057.32 1.01 $23,865.59 100.71 C.O.5 Totals $40,000.00 $0.00 $15,808.27 $15,808.27 $8,057.32 $23,865.59 59.66 C.O.6 CB2 to CB 6 Revision 5-A101 Natural in Lieu of Recycled CSTC TON $14.82 -1,100.00 -$16,302.00 0 $0.00 0 $0.00 0.00 $0.00 0 $0.00 0.00 $0.00 0.00 6-A101 Natural in Lieu of Recycled CSTC TON $14.82 1,153.00 $17,087.46 0 $0.00 775.52 $11,493.21 775.52 _$11,493.21 377.48 $5,594.25 1153.00 $17,087.46 100.00 AS Utility Conflict Resolution F.A. $24,000.00 -1.00 -$24,000.00 0 $0.00 0 $0.00 0.00 $0.00 0 $0.00 0.00 $0.00 0.00 Utility Conflict Resolution F.A. $24,214.54 1.00 $24,214.54 0 $0.00 0.04322 $1,046.45 0.043216 $1,046.45 0.9568 $23,168.47 1.00 $24,214.92 100.00 Unsuitable Foundation Excavation C.Y. $60.00 -400.00 -$24,000.00 0 $0.00 0 $0.00 0.00 $0.00 0 $0.00 0.00 $0.00 0.00 6-A28 Unsuitable Foundation Excavation C.Y. $60.00 430.00 $25,800.00 0 $0.00 67.01 $4,020.60 67.01 $4,020.60 362.99 $21,779.40 430.00 $25,800.00 100.00 C.O.6 Totals $2,800.00 $0.00 $16,560.26 $16,560.26 $50,542.13 $67,102.38 2396.51 C.O.7 Storm Revisions at 9th A24 _REMOVING CEMENT CONC.CURB L.F. $10.00 -190 -$1,900.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A24 REMOVING CEMENT CONC.CURB L.F. $10.00 205 $2,050.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 205.00 $2,050.00 205.00 $2,050.00 100.00 A25 REMOVING ASPHALT CONC. PAVEMENT S.Y. $25.00 -1,230 -$30,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A25 REMOVING ASPHALT CONC. PAVEMENT S.Y. $25.00 1,310 $32,750.00 144.27 $3,606.75 576.88 $14,422.00 721.15 $18,028.75 600.00 $15,000.00 1,321.15 $33,028.75 100.85 A35 CRUSHED SURFACING TOP COURSE TON $40.00 -2,570 -$102,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A35 CRUSHED SURFACING TOP COURSE TON $40.00 2,583 $103,320.00 128.13 $5,125.20 281.20 $11,248.00 409.33 $16,373.20 2,180.00 $87,200.00 2,589.33 $103,573.20 100.25 A37 HMA CL.1/2 IN.PG 64-22 TON $103.00 -7,410 -$763,230.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A37 HMA Cl.1/2 IN.PG 64-22 TON $103.00 7,445 $766,835.00 6.76 $696.28 19.04 $1,961.12 25.80 $2,657.40 7,426.00 $764,878.00 7,451.80 $767,535.40 100.09 A48 DUCTILE IRON SEWER PIPE 12 IN. DIAM. L.F. $90.00 -280 -525,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 • • City of Renton QF,,,,°‘s Progress Payment No 5 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 4/1/2022 to 4/30/2022 No. Completed Project Estimates Date: May 5,2022 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders t8 DUCTILE IRON SEWER PIPE 12 IN. DIAM. L.F. $90.00 400 $36,000.00 0.00 $0.00 296.10 $26,649.00 296.10 $26,649.00 104.00 $9,360.00 400.10 $36,009.00 100.03 A50 CATCH BASIN TYPE 1 EACH $1,400.00 -25 -$35,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 •7-450 CATCH BASIN TYPE 1 EACH $1,400.00 28 $39,200.00 3.00 $4,200.00 13.00 $18,200.00 16.00 $22,400.00 12.00 $16,800.00 28.00 $39,200.00 100.00 A73 CEMENT CONC.TRAFFIC CURB AND GUTTER L.F. $25.00 -4,600 -$115,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A73 CEMENT CONC.TRAFFIC CURB AND GUTTER L.F. $25.00 4,615 $115,375.00 22.50 $562.50 1,625.50 $40,637.50 1,648.00 $41,200.00 3,000.00 $75,000.00 4,648.00 $116,200.00 100.72 7-A103 ADDITIONAL SURVEY L.S. $1,680.00 1 $1,680.00 1.00 $1,680.00 0.00 $0.00 1.00 $1,680.00 0.00 $0.00 1.00 $1,680.00 100.00 C.O.7 Totals $23,330.00 $15,870.73 $113,117.62 $128,988.35 5970,288.00 $1,099,276.35 4711.86 C.O.8 Cement Concrete Price Adjustments for Work Zones A and C 8-A104 CEMENT CONCRETE PRICE ADJUSTMENTS FOR WORK ZONES A AND C C.Y. $84.29 213.55 $18,000.13 247.25 $20,840.70 0.00 $0.00 247.25 $20,840.70 250.00 $21,072.50 497.25 541,913.20 232.85 C.O.8 Totals $18,000.13 $20,840.70 $0.00 $20,840.70 $21,072.50 $41,913.20 232.85 C.O.9 Sidewalk-Wall Footing 9-A105 SIDEWALK-WALL FOOTING L.F. $15.41 1,455.00 522,421.55 800.00 $12,328.00 0.00 $0.00 800.00 $12,328.00 655.00 $10,093.55 1,455.00 522,421.55 100.00 C.O.9 Totals $22,421.55 512,328.00 $0.00 $12,328.00 $10,093.55 522,421.55 100.00 C.O.10 Relocate L12 Foundation Form .06 RELOCATE L12 FOUNDATION FORM F.A. $2,500.00 1.00 $2,500.00 1.85 $4,626.93 0.00 $0.00 1.85 $4,626.93 0.00 $0.00 1.85 $4,626.93 185.08 C.o.10 totals $2,500.00 $4,626.93 $0.00 $4,626.93 $0.00 $4,626.93 185.08 Schedule A Plus C.O.Totals $4,804,728.18 $286,911.86 1,053,005.80 ‘1,339,917.66 $3,573,170.49 $4,913,088.14 102.26 l Schedule B Schedule B B1 1 MOBILIZATION AND DEMOLITION (NOT TO EXCEED 10%OF TOTAL OF BID SCHEDULE 8) L.S. $15,000.00 $15,000.00 0.00 $0.00 0.80 $12,000.00 0.80 $12,000.00 0.20 $3,000.00 1.00 $15,000.00 100.00 B2 TRENCH SAFETY SYSTEMS L.S. $2,000.00 1 $2,000.00 0.00 $0.00 0.05 $100.00 0.05 $100.00 0.95 $1,900.00 1.00 $2,000.00 100.00 REMOVAL AND REPLACEMENT OF 83 UNSUITABLE FOUNDATION TON $60.00 100 $6,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 100.00 $6,000.00 100.00 $6,000.00 100.00 84 SELECT IMPORTED TRENCH BACKFILL TON $35.00 1,265 $44,275.00 0.00 $0.00 866.89 $30,341.15 866.89 $30,341.15 398.11 $13,933.85 1,265.00 $44,275.00 100.00 >< _.0 $0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 0.00 City of Renton Progress Payment No 5 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 4/1/2022 to 4/30/2022 No. Completed Project Estimates Date: May 5,2022 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Rid item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders 6 FURNISH AND INSTALL 8-INCH CL 52 20 WATER MAIN WITH RESTRAINED-JOINT FITTINGS AND POLYETHYLENE ENCASEMENT L.F. $140.00 52,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 20.00 $2,800.00 20.00 $2,800.00 100.00 *B7 FURNISH AND INSTALL 12-INCH CL 52 62 WATER MAIN WITH RESTRAINED-JOINT FITTINGS AND POLYETHYLENE ENCASEMENT L.F. $125.00 $7,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 62.00 $7,750.00 62.00 $7,750.00 100.00 *B8 FURNISH AND INSTALL 16-INCH CL 52 740 WATER MAIN WITH RESTRAINED-JOINT FITTINGS AND POLYETHYLENE ENCASEMENT L.F. $135.00 $99,900.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 740.00 $99,900.00 740.00 $99,900.00 100.00 B9 ADDITIONAL DUCTILE IRON FITTINGS LBS $5.00 3600 $18,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 3,600.00 $18,000.00 3,600.00 $18,000.00 100.00 B10 CONCRETE FOR THRUST BLOCKING C.Y. $100.00 27 $2,700.00 0.00 $0.00 3.52 S352.00 3.52 $352.00 23.43 $2,348.00 27.00 $2,700.00 100.00 B11 CONNECTION TO EXISTING WATER 4 MAIN EACH $3,500.00 $14,000.00 0.00 $0.00 2.00 $7,000.00 2.00 $7,000.00 2.00 $7,000.00 4.00 $14,000.00 100.00 B12 CUT AND CAP EXISTING WATER 11 MAIN AND ABANDON EXISTING WATER FACILITIES EACH $650.00 57,150.00 0.00 $0.00 1.00 $650.00 1.00 $650.00 10.00 $6,500.00 11.00 $7,150.00 100.00 r{ }` $o.00 $o.00 So.00 o.00 $o.00 $o.00 o.00 $a.00 o.00 B14 FURNISH AND INSTALL 8-INCH GATE 2 VALVE ASSEMBLY EACH $1,400.00 $2,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 2.00 $2,800.00 2.00 $2,800.00 100.00 B15 FURNISH AND INSTALL 12-INCH GATE 1 VALVE ASSEMBLY EACH $2,500.00 $2,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1.00 $2,500.00 1.00 $2,500.00 100.00 6 FURNISH AND INSTALL 16-INCH GATE 1 VALVE ASSEMBLY EACH $8,000.00 $8,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00, 1.00 $8,000.00 1.00 $8,000.00 100.00 **B17 FURNISH AND INSTALL FIRE 2 HYDRANT ASSEMBLY ON NEW WATER MAIN EACH $8,000.00 $16,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 2.00 $16,000.00 2.00 $16,000.00 100.00 •B18 FURNISH AND INSTALL FIRE 7.0 HYDRANT ASSEMBLY ON EXISTING WATER MAIN INCLUDING WET TAP BY APPROVED WET-TAP _CONTRACTOR EACH $8,000.00 $56,000.00 2.00 $16,000.00 2.00 $16,000.00 4.00 $32,000.00 2.00 $16,000.00 6.00 $48,000.00 85.71 B19 FURNISH AND INSTALL 1-INCH 1 WATER SERVICE CONNECTION EACH $1,700.00 $1,700.00 0.00 $0.00 0.00 $0.00 0.00 $O.o0 1.00 $1,700.00 1.00 $1,700.00 100.00 B20 STORM WATER POLLUTION 1 PREVENTION(AND TESC)PLAN AND IMPLEMENTATION L.S. $1,000.00 $1,000.00 0.000 $0.00 0.050 $50.00 0.05 $50.o0 0.95 $950.00 1.00 $1,000.00 100.00 FURNISH AND INSTALL 2-INCH 821 1 PERMANENT BLOW-OFF ASSEMBLY EACH $3,500.00 $3,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1.00 $3,500.00 1.00 $3,500.00 100.00 Sub-Totals $311,075.00 $16,000.00 $66,493.15 $82,493.15 $220,581.85 $303,075.00 97.43 04 City of Renton Progress Payment No 5 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 4/1/2022 to 4/30/2022 No. Completed Project Estimates Date: May 5,2022 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item I Description I Unit I Unit Price 1 Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract ` Orders ington State Sales Tax 10.1% $31,418.58 $1,616.00 $6,715.81 $8,331.81 $22,278.77 $30,610.58 Jule B Totals $342,493.58 $17,616.00 $73,208.96 $90,824.96 $242,860.62 $333,685.58 97.43 s,„ +0+ City of Renton "EN,oNs Progress Payment No 5 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 4/1/2022 to 4/30/2022 No. Completed Project Estimates Date: May 5,2022 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change A..em I Description I Unit I Unit Price I Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost %of Contract Orders Schedule B Change Orders Schedule B Change Orders C.O.X $0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 ttDIV/01 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 #DtV/01 $0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 #DlV/01 c.o.x Totals I $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 401V/0! C.O.XX $0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 tiDIV/01 $0.00 $0.00 50.00 0.00 $0.00 $0.00 0.00 $0.00 ItDIV/01 $0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 1101V/0! C.O.XX totals I $0.00 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 IIDIV/01 Schedule B C.O.Sub-Totals $0.00 $0.00 $0.00 50.00 $0.00 $0.00 41DIV/01 Washington State Sales Tax 10.1% $0.00 $0.00 50.00 $0.00 $0.00 $0.00 Schedule B Change Order Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 IIDIV/01 Schedule B Plus Schedule B C.O.Totals $342,493.58 $17,616.00 $73,208.96 $90,824.96 $242,860.62 $333,685.58 97.43 Schedule C Schedule C Cl SPCC PLAN L.S. $500.00 1.00 5500.00 0.00 $0.00 1.00 $500.00 1.00 $500.00 0.00 $0.00 1.00 $500.00 100.00 C2 MOBILIZATION L.S. $10,000.00 1.00 $10,000.00 0.00 $0.00 1.00 $10,000.00 1.00 $10,000.00 0.00 $0.00 1.00 $10,000.00 100.00 C3 JOINT UTILITY TRENCH L.F. $100.00 180.00 $18,000.00 0.00 $0.00 200.00 520,000.00 200.00 $20,000.00 85.00 $8,500.00 285.00 $28,500.00 158.33 C4 LATERAL TRENCH L.F. $75.00 1,150.00 $86,250.00 0.00 $0.00 669.00 $50,175.00 669.00 $50,175.00 481.00 $36,075.00 1,150.00 $86,250.00 100.00 INSTALL VAULT-PSE TYPE CS 2'6"x2'6"x2'0" EACH $800.00 2.00 $1,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 2.00_ $1,600.00 2.00 $1,600.00 100.00 INSTALL VAULT-PSE TYPE C6 4'8"x7'0"x5'8" EACH $1,000.00, 4.00 $4,000.00 0.00 $0.00 1.00 $1,000.00 1.00 $1,000.00 3.00 $3,000.00 4.00 $4,000.00 100.00 INSTALL VAULT-PSE TYPE C7 5'3"x2'3"x2'9" EACH $1,000.00 1.00 $1,000.00 0.00 $0.00 0.00 $0.00 000 $0.00 1.00 $1,000.00 1.00 $1,000.00 100.00 INSTALL VAULT-COMCAST TYPE C8 1'6"x3'0"PEDESTAL EACH $750.00 1.00 $750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1.00 $750.00 1.00 $750.00 100.00 INSTALL CONDUIT PIPE-2 IN.DIAM.- C9 PSE L.F. $12.00 30.00 $360.00 0.00 $0.00 203.00 $2,436.00 203.00 $2,436.00 0.00 $0.00 203.00 $2,436.00 676.67 INSTALL CONDUIT PIPE-3 IN.DIAM.- C10 PSE L.F. $13.00 270.00 $3,510.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 270.00 $3,510.00 270.00 $3,510.00 100.00 INSTALL CONDUIT PIPE-4 IN.DIAM.- C11 PSE L.F. $11.00 3,280.00 $36,080.00 0.00 $0.00 2,229.50 $24,524.50 2,229.50 $24,524.50 1,285.00 $14,135.00 3,514.50 $38,659.50 107.15 INSTALL CONDUIT PIPE-6 IN.DIAM.- C12 PSE L.F. $22.00 220.00 $4,840.00 0.00 $0.00' 0.00 $0.00 0.00 $0.00 220.00 $4,840.00 220.00 $4,840.00 100.00 ® City of Renton Progress Payment No 5 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 4/1/2022 to 4/30/2022 No. Completed Project Estimates Date: May 5,2022 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change 'Bid Rem Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders INSTALL CONDUIT PIPE-4 IN.DIAM.- :13 COMCAST L.F. _ $11.00 180.00 $1,980.00 0.00 $0.00 195.00 $2,145.00 195.00 $2,145.00 0.00 $0.00 195.00 $2,145.00 108.33 Sub-Totals $168,870.00 $0.00 $110,780.50 $110,780.50 $73,410.00 $184,190.50 109.07 Washington State Sales 10.1% $17,055.87 $0.00 $11,188.83 $11,188.83 $7,414.41 $18,603.24 Schedule C Totals $185,925.87 $0.00 $121,969.33 $121,969.33 $80,824.41 $202,793.74 109.07 Schedule C Change Orders Schedule C Change Orders C.O.XXX $0.00 $0.00 $0.00 0.00 $0.00 . $0.00 0.00 $0.00 IIDIV/o! $0.00 $0.00 $0.00 $0.00 0.00 $0.00 IIDIV/ol $0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 IIDIV/o! C.O.XXX I otals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 IIDIV/0I C.o.xxxx _ _ $0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 IIDIV/0! $0.00 $0.00 So.00. 0.00 $o.00 $o.00 o.00 $0.00 IIDIV/01 $0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 IIDIV/01 C.O.XXXX totals _ $0.00 $0.00 $0.00, 0.00 $0.00 $0.00 $0.00 IIDIV/0! Schedule C C.O.Sub-Totals $0.00 $0.00 $0.00• $0.00 $0.00 $0.00 IIDIV/0! Washington State Sales Tax 10.1% $0.00 $0.00 $0.00 $0.00 $0.00_ $0.00 Schedule C Change Order I otals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 IIDIV/0! Schedule C Plus Schedule C C.O.Totals $185,925.87 $0.00 $121,969.33 $121,969.33 $80,824.41 $202,793.74 II Schedule A,B and C Plus Change Orders $5,333,147.62 ® City of Renton Progress Payment No 5 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 4/1/2022 to 4/30/2022 No. Completed Project Estimates Date: May 5,2022 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Hid Item I Description I Unit I Unit Price I Quantity I Cost Quantity j Cost Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost %of Contract Orders *Schedule A Materials on Hand(MOH for BI's A44-A46 and A48 Storm Sewer Pipe, BI A59 Tree Box Unit,BI A85 Electrical System Complete and BI B6,B7, B8 and 818 Water Main and FH stub) $343,503.27 $144,886.81 $488,390.08 **Deferral on missing COC for DI pipe fittings for BI B17 $0.00 -$400.00 -$400.00 Schedule A Plus Schedule A C.O.Totals $286,911.86 $1,053,005.80 $1,339,917.66 Schedule B Plus Schedule B C.O.Totals $17,616.00 $73,208.96 $90,824.96 Schedule C Plus Schedule C C.O.Totals $0.00 $121,969.33 $121,969.33 Total All Schedules and Change Orders,MOH and Deferrals $648,031.13 $1,392,670.90 $2,040,702.03 Retainage 0%due to Retainage Bond $0.00 $0.00 $0.00 Pay This Amount $648,031.13 Approvals For This Progress Payment Signature Date Signature Date Resident Engineer 45/5/22 Contractor %� ,e3G �u S/5/22 n tncipal Engineer Project Manager Q Transportation Design Mgr. Robert M.Hanson ' - --AillW .WI Washington State t ®apartment of Tlransp�. tion Field No�__/Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 14 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 5/2/22 4/1/22 4/30/22 Calculated By Date Checked By Date Inspector's Signature Date MB 5/2/22 TLS 5/4/22 74 la s :xpi-ed A - yp: B Pr.•gress Schedule = 80% [Schedule Submitted] + 0% [80% Contract Work Com- pl:te•] :0%-o ca e - 80% prey = 0% this estirr ate A4 - .roj=ct Re. Line Drawings = 75% [74/262 days] + 0% [Reoord Drawings no', submitted] - 21.2% to da e - 15.3% prey = 5.9% this estimate A5 - C•ntractor '.u eying = 1*(13.0%[Start up/Mob]+0.75x9.4%[Saw Cut Lim its]+0.47x9.4%[H V F] +0.38 10.6%[Storm Sanitary Sewer]+0.23x3.8%[Water Main]+0 8x5.8%[Utility Vaults]) + U. ' -.-reurbt ••- Paveme nt]-0.55x3.2%[Walls]+0.37x 10:8%1I Ilum inat on/Traffic Signals]+ * :°o-[-Fina _ _ • •- a tiQniSigns]-45.0-%[Meat menu]) 7 7% to dat- :9.3% prey = 6.4% this estimate A: i DP Featu - ' urveying = 0.583x75% for work complete + 0x25%, upon completion ;.8°o to da e - 5% prey = 6.3% this estimate A• 4 ov d-19 eal _ d afet Plan = 25°o for a•••-oved 'Ian + 75% [74/262 days] :i).2°o to da e - 40.3% prey = 5.9% this estimate iiiII— — I S. _ � 1 •• . = ��°, 4 . ._ V 2:.2°, to dale - +0.4% prey = 7.8% this est mate All - r- is Cootr.l Supervisor = 100% [74/262 days] 2:.2°gyp to date -20.4% prey = 7.8% this estimate Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. A3 Type B Progress 4/30/22 LS 0% N/A Calc Mg TLS 5 Schedule A4 Project Red Line 4/30/22 LS 5.9% N/A Calc MB TLS 5 Drawings I A5 Contractor Surveying 4/30/22 LS 6.4% N/A Calc MB TLS 5 A6 ADA Feature Surveying 4/30/22 LS 6.3% N/A Calc Mg TLS 5 A9 Covid-19 Health and 4/30/22 LS 5.9% N/A Calc Mg TLS 5 Safety Plan I Al0 Other temporary Traffic 4/30/22 LS 7.8% N/A Calc MB TLS 5 :control All Traffic Control 4/30/22 LS 7.8% N/A Calc MB TLS 5 Supervisor DOT Form 422-636 EF Revised 9/96 � Washington State eI/ Department o ansp'___Lation Field N c,__` Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 13 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 5/2/22 4/1/22 4/30/22 Calculated By Date Checked By Date Inspector's Signature Date MB 5/2/22 TLS 5/4/22 k../ A21 - Removal cl:If Stru.ture & ObstrLctidns = 130°0 for work conpleted = 100% to date - 100'/o prey = 0% this estimate A82 - Television_Inspe tion = 30% for work comp! ted = 38.1% to date - 33'o vev = 5.1% this erimat �- - - • .4 _: - .,n l eter Pollution-Preven • n = -00Wo-[ 4/262-days] = 28.2% to date -20.4% prey = 7.8% this estim to / A68 - Plants-fo - •.e - - •�ng = 0°/a-for-work-competed t/ = 0% to date -0% pr-v = 0% this estimate _ - - wok-corn-plated = 0% to date - 01 pr-v = 0% this estimat _ • .-_ 'e. _ - - .. — .o; for-work-co Feted = 0% to date - 0% pr-v = 0% this estimat A85 - Electrical Syste , Complete = 1(0.4x 1.8%1Ins all light pole foundation)+1.9%[Install foundation for relocate flashing Deacon p•le]+.5x0.2/o[Relocate flashing beacon pole]+ i. -1 - . '0 - •- : •• -- . . . - i- - I- foot] + 9.7°o I]) + I -I.=°• - _ . _ .-°• ° pole] + 0.4%[Install co crete pad for service or controller) + 0.4%[Relocate service or controller] + 4.0%[Install solar po ered radars gn] + c.4%[InstE II system wire and terminations] + 0.7%[Lot demo exlstim! components] + 0.' °o[Lot testing and spliclrg]) = 25.70% - -- - •. '°, - - .• °. -is-estimate Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. A21 Removal of Structures& 4/30/22 LS 0% N/A Calc MB TL 5 obstructions A62 Television Inspection 4/30/22 LS 5.1% N/A Calc . MB TL 5 A63 Erosion Control and Water 4/30/22 LS 7.8% N/A Calc MB TLS 5 Pollution Prevention A68 Plants for Landscaping 4/30/22 LS 0% N/A Calc MB TLS1 5 A71 Irrigation System 4/30/22 LS 0% N/A Calc MB TLO 5 Restoration A72 Irrigation System 4/30/22 LS 0% N/A Calc MB TL 5 A85 Electrical System, 4/30/22 LS 5.93% N/A Calc MB I TLO 5 Complete DOT Form 422-636 EF Revised 9/96 Ir7gAiw Washington State , Department it of 4lransp�..-.dtiion Field N c,,.,)Re c o rd (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 12 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 5/2/22 4/1/22 4/30/22 Calculated By Date Checked By Date Inspector's Signature Date MB 5/2/22 TLS 5/4/22 A86 - 'er anent Signing = 10% 'or work completed = 10'% t• date - 10% prey = 0% this estimate LZA87 - -e oving Pavement Marki gs = 10.0% for work completed = 1 6.0°, to date - 10% prey = 0% this estimate ✓131 - ob lization and Demobiliza ion =40% [5% contract work completed] + 40% [10% contract walk r ple`.ed] + 0% jpon con •letion = :.% 'o date - 80% prey = 0% this estimate B2 - re ch Safety Systems = 5.0%for work completed = 5.1% to date - 5.0% prey = 0% this estimate �'B20 - St•rmwater Pollution Prev:ntion Plan and Implementation = 6.0% for work completed = 5.1% to date - 5.0% prey = 0'% this esti mate VA103- Ilona urvey 100% -G-O-Ne--7 complete I Group Basis of Material CAPS Entry Initials Item No. Item No Date Unit Quantity RAMS No. Acceptance No. Post OK Est. No. A86 Permanent Signing 4/30/22 LS 0% N/A Calc MB TLS 5 Removing Pavement I A87 Markings 4/30/22 LS 0% N/A Calc MB TLS 5 B1 mobilizaion and De- LS 0% N/A Calc MB TLS 5 mobilization 4/30/22 B2 Trench Safety Systems 4/30/22 LS 0% N/A Calc MB TLS 5 B20 PreventionStormwate Pollution 4/30/22 LS 0% N/A 1 Calc MB 5 Prevention Plan TLS A103 Additional Survey 4/30/# LS 1 100% 1 N/A Visual TO 1 5 CO No 7 DOT Form 422-636 EF Revised 9/96 � Washington State mod/ Department of Transp ation Field Nc__ Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 11 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 5/4/22 4/1/22 4/30/22 Calculated By Date Checked By Date Inspector's Signature Date TLS 5/1/22 MB 5/2/22 Material On a l d _text in italics are previous MOH deductions II I I Totem Invoices: PP1 = $16,800 conduit: (1,600 LF/5920 LF *($16,800) installed for WZC = -$4,540. Net —Change = -$4,540+$3,482.70 - -$1,057.30 ,PP4 PP2 = $18,121 jboxes : (11 EA/25 EA)*($18,121) installed for WZC = -$7,973.24 Net change PP3 = $11,987 for wire and jboxes : (0 EA/15 EA)*($11,987) = no change PP5 = $41,855 Anchor Bolts: (10EA/25EA*$41,855 install WZC = $41 855 -$16,742 = $25,113 Net Ch. PP5 = $114,860 Light Poles: Zero installed. Net change = $114,8604 Ferguson Invoices: PP2 '$36,112 (pipe): =(1116LF/3140LF)*($36,112) installed = -$12,834.71. Net change = - 1 834 71 - $8227.14 =-$4607.57 PP4 = $82,556 - ($10,422 for 12"DI Storm. No Change Shope Invoices: PP2 = $5,621.12 : All installed, so net change = -$5,621.12 +$4259.5 =-$1361.62 _Ferguson Invoice: PP5 = $218,530 (Filterra): None installed so net change = $218,530 Net change to MOH: _ (-$1,057.30 - $7,973.24+$0+$25,113+$114,860)+(-$4607.57 - $0+$218,530) +(-$1361.62 ) = (Totem) +(Ferguson) + (Shope) = $343503.27 Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post I OK Est. No, MOH Totem (PP1) 5/1/22 LS -$1,057.30 Visual TLS 5 MOH Totem (PP2) 5/1/22 LS -$7,973.24 Visual TLS 5 MOH Totem (PP3) 5/1/22 LS -$0 Visual TLS 5 MOH Totem (PP5) 5/1/22 LS +$25,113 Visual TLS 5 MOH Totem (PP5) 5/1/22 LS +$114,860 Visual TLS 5 MOH Ferguson (PP2) 5/1/22 LS -$4607.57 Visual TLS 5 MB MOH Ferguson (PP4) 5/1/22 LS -$0 Visual TLS 5 'MOH Ferguson (PP5) 5/1/22 LS +$218,530 Visual TLS 5 MOH Shope (PP2) 5/1/22 LS -$1361.62 Visual TLS 5 MB DOT Form 422-636 EF Revised 9/96 -er-', TACO 2519 96th Street South INVOICE Tau' , WA 98444 1 ELECTRIC PholL.'(253)475-0540 .__; S UPPLY A Winsupply Company UPC VENDOR INVOICE Date ORDER NO. ,-- 000000 04/11/22 2926217-00 I P.O.NO. PAGE# cusT.#: 5119 4741-1 1 SHIP TO: 4741 DUVALL AVE NE TOTEM ELECTRIC 253-383-5022 REMIT To: Tacoma Electric Supply 70TH AVE E Inc FIFE, WA 98424 PO Box 84257 i..----- �T^—\Seattle, WA 98124-5557 I ) Bum: TOTEM ELECTRIC OF TACOMA INC `'"[ -7 PO BOX 1093 TACOMA, WA 98401 ``V- INSTRUCTIONS TERMS ALLY 253 678 1502 VAR1ONET25TH SHIP Point SHIP VIA SHIPPED ** Drop Ship ** DIRECT 04/11/22 Line PRODUCT QUANTITY QUANTITY QTY. QTY. UNIT AMOUNT NO. AND DESCRIPTION ORDERED B.O. SHIPPED U/M PRICE (NET) 1 3/4 X 30 GR55. 4 0 4 each 0.00010 0.00 13.5" B.C., RELOCATED PELCO PPB POST 2 1-1/2X60 GR 105, 18" BC 4 0 4 each 0.00010 0.00 3 3/4 X 36 GR55 4 0 4 each 0.00010 0.00 9" B.C., RELOCATED PS POLE 4 1/2 X 30 GR55, 4 0 4 each 0.00010 0.00 9" B.C., RELOCATED PPB *CUSTOM & NON RETURNABLE 5 35' MH ALUM LTG POLE, 25 25 0 each 0.00010 0.00 POWDER COATED JET BLACK RAL9005-TX LAB 117.1 LESS PED SCALE 6 SPRAY CANS 6 6 0 each 0.00010 0.00 TOUCH UP / RAL9005TX 8 1-1/4X54 GR55 ANCHOR 100 0 100 each 0.00001 0.00 BOLTS FOR ALUM INCLUDES ROD TEMPLATE ASSY 9 LOT PRICE: 1 1 0 each 114860.00 0.00 10 2926217-00 1 0 1 each 41855.00 41855.00 LOT PRICE 9 Lines Total Qty Shipped Total 117 Total 41855.00 Invoice Total 41855.00 • THIS INVOICE MAY CONTAIN SALES TAX. IF YOU BELIEVE YOU ARE EXEMPT ROM SALES TAX,PLEASE EMAIL A COPY OF YOUR WASHINGTON STATE `i—,tESELLER'S PERMIT TOTAX@TACOMAELECTRIC.COMOR FAX TO253.475.1204. Cash Discount 0.00 If Paid By 05/10/22 Last Page All sales are subject to the terms&conditions found on our website www.tacomaelectric.com. For a hard copy call (253)475-0540 r 1 � 2519 96th Street South'I9.� t. r Ta ' I, WA 98444 8NV®BCE ELECTRIC Phc'',.: (253)475-0540 '� - SUPPLY Y A Winsupply Company UPC VENDOR INVOICE Date ORDER NO. 000000 04/11/22 2926217-01 P.O.NO. PAGE# CUST.#: 5119 4741-1 1 SHIP TO: 4741 DUVALL AVE NE • TOTEM ELECTRIC 253-383-5022 4310 70TH AVE E REMIT TO: Tacoma Electric Supply Inc FIFE, WA 98424 PO Box 84257 , __ Seattle, WA 98124-5557 BILLTa: TOTEM ELECTRIC OF TACOMA INC (:::::!11-7 -` k.,') PO BOX 1093 TACOMA, WA 98401 - INSTRUCTIONS TERMS ALLY 253 678 1502 VAR1ONET25TH SHIP Paint SHIP VIA SHIPPED ** Drop Ship ** DIRECT 04/11/22 Line PRODUCT QUANTITY QUANTITY QTY. QTY. UNIT AMOUNT NO. AND DESCRIPTION ORDERED B.O. SHIPPED U/M PRICE _ (NET) 5 35' MH ALUM LTG POLE. 25 0 25 each 0.00010 0.00 POWDER COATED JET BLACK RAL9005-TX LAB 117.1 LESS PED SCALE 6 SPRAY CANS 6 0 6 each 0.00010 0.00 TOUCH UP / RAL9005TX 9 LOT PRICE: 1 0 1 each 114860.00 114860.00 13 Lines Total Qty Shipped Total 32 Total • 114860.00 Invoice Total ( 114860.00 /! 4------ • THIS INVOICE MAY CONTAIN SALES TAX. IF YOU BELIEVE YOU ARE EXEMPT ROM SALES TAX,PLEASE EMAIL A COPY OF YOUR WASHINGTON STATE RESELLER•S PERMIT TOTAX@TACOMAELECTRIC.COMOR FAX TO253-475.1204. Cash Discount 0.00 If Paid By 05/10/22 Last Page All sales are subject to the terms &conditions • found on our website www.tacomaelectric.com. For a hard copy call (253)475-0540 0 FERGUS OW_ EMAIL. "jLICATEINVOICE WATERWORKS Deliver To: SHAWN FERGUSON WATERWORKS#3011 From: Mark Horvill PO BOX 847411 Comments: DALLAS,TX 75284-7411 Please Contact With Questions: 510-404-1810 Invoice Number Customer Page 1058045 75938 1 Please refer to Invoice Number when making payment and remit to: TOTAL DUE---> 218530.00 FERGUSON WATERWORKS#3011 PO BOX 847411 DALLAS,TX 75284-7411 Sold To: Ship To: REED TRUCKING&EXCAVATING INC REED TRUCKING&EXCAVATING INC 2207 INTER AVENUE SUITE A DUVALL AVE NE DUVAL AVE NE DUVAL AVE NE PUYALLUP,WA 98372 RENTON,WA 98057 Ship Sell Tax Customer Sales Job Name Invoice Batch Whse Whse Code Order Number Person Date 3156 3156 WAE CONTECH LJH DUVAL AVE NE 04/21/2022 85528 Ordered Shipped Item Number Description Unit Price _ UM Amount Source Order#:1028168 13 13 SP-4X4'FILTERRA 4X4'FILTERRA UNIT PER DETAIL 16810.000 EA 218530.00 Invoice Sub-Total 218530.00 Tax 0.00 Total Amt 218530.00 TOTAL DUE---> 218530.00 ALL ACCOUNTS ARE DUE AND PAYABLE PER THE CONDITIONS AND TERMS OF THE ORIGINAL INVOICE. ALL PAST DUE AMOUNTS ARE SUBJECT TO A SERVICE CHARGE AT THE MAXIMUM RATE ALLOWED BY STATE LAW PLUS COSTS OF COLLECTION INCLUDING ATTORNEY FEES IF INCURRED. FREIGHT TERMS ARE FOR OUR DOCK UNLESS OTHERWISE SPECIFIED ABOVE. COMPLETE TERMS AND CONDITIONS ARE AVAILABLE UPON REQUEST OR CAN BE VIEWED ON THE WEB AT https://www.ferguson.com/content/website-info/terms-of-sale GOVT BUYERS:ALL ITEMS QUOTED ARE OPEN MARKETUNLESS NOTED OTHERWISE. LEAD LAW WARNING:IT IS ILLEGAL TO INSTALL PRODUCTS THAT ARE NOT"LEAD FREE"IN ACCORDANCE WITH US FEDERAL OR OTHER APPLICABLE LAW IN POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION.PRODUCTS WITH*NP IN THE DESCRIPTION ARE NOT LEAD FREE AND CAN ONLY BE INSTALLED IN NON-POTABLE APPLICATIONS.BUYER IS SOLELY RESPONSIBLE FOR PRODUCT SELECTION. COVID-19 ORDER:ANY REFERENCE TO OR INCORPORATION OF EXECUTIVE ORDER 14042 AND/OR THE EO-IMPLEMENTING FEDERAL CLAUSES(FAR 52.223-99 AND/OR DFARS 252.223-7999)IS EXPRESSLY REJECTED BY SELLER AND SHALL NOT APPLY AS SELLER IS A MATERIALS SUPPLIER AND THEREFORE EXEMPT UNDER THE EXECUTIVE ORDER. WIAy Washington State A; Department of 'rransp,-..ation Field N L__ Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 10 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 4/4/22 4/1/22 4/30/22 Calculated By Date Checked By 1 f)afa Inspector's Signature Date MB 4/4/22 TLS 5/4/22 Force Account Summary C01O A' 06 - Relocate St-eet Light L12 Form .93 Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. Al06 Relocate Street Light 4/30/22 FA $4626.93 N/A Calc Mg TLS 5 L12 Form DOT Form 422-636 EF Revised 9/96 • Aw 4/1 Washington State Department of TranspL...ation Field No... Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 9 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 5/4/22 4/1/22 4/30/22 Calculated By Date Checked By Date I Inspector's Signature Date MB 5/4/22 TLS 5/4/22 A39 -Asphalt Pice Adjustment Feb. - $9.61 Mar. -$127.47 Apr. $67.29 / . Total = $204.37 • A96 - Fuel Cost Adjustment Jan. $72.00 Feb. - $72.63 Mar. - $410.22 - Apr. -$289.65 Total = $844.50 • / A104- Cement Concrete Price Adjustment If/ Mar. - 75.5 CY Total = 75.5CY 1 Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. A39 Asphalt Price Adjustment 4/30/22 Calc $204.37 Est. MB Ti S 5 . I A96 Fuel Cost Adjustment 4/30/22 Calc $844.50 Est. MB TLS 5 A104 Cement eC oncrete Price 4/30/22 CY 75.5 Visual MB TLS 5 DOT Form 422-636 EF Revised 9/96 Asphalt Cost Price Adjustment BI -39 (for PP 3) (Worksheet) BASE COST $445.00 UPPER THRESHOLD ��`^• Note:Base Cost and Current Reference Cost to be taken from WSDOT website below: LOWER THRESHOLD $422.75 http://www.wsdot.wa.gov/biz/construction/pdf/referencecosts.pdf CURRENT REFERENCE COST $570.00 ELIGIBLE BID ITEM UOM Qty This Est. HMA Cl. 1/2 In. PG 64-22 Ton 1.67 HMA for Approach Cl. PG HMA for Preleveling Cl. PG HMA for Pavement Repair Cl. PG Commercial HMA Sum of Quantities ':` Asphalt Cost Price Adjustment $9.61 For Current Estimate (Payment/Credit) Note: Base Cost = the reference cost posted on the Agency website for the period immediately preceding the bid opening date. Current Reference Cost = the most current cost posted on the Agency website on the day of estimate cut-off. Asphalt Cost Price Adjustment BI 39 (for PP 4) (Worksheet) , _�, BASE COST $445.00 UPPER THRESHOLD q,=t Note:Base Cost and Current Reference Cost to be taken from WSDOT website below: LOWER THRESHOLD httD://www.wsdot.wa.gov/biz/construction/pdf/referencecosts.Ddf CURRENT REFERENCE COST $637.50 ELIGIBLE BID ITEM UOM Qty This Est. HMA Cl. 1/2 In. PG 64-22 Ton 13.37 HMA for Approach Cl. PG HMA for Preleveling Cl. PG HMA for Pavement Repair Cl. PG Commercial HMA Sum of Quantities 13.37 Asphalt Cost Price Adjustment $127.47 For Current Estimate (Payment/Credit) Note: Base Cost = the reference cost posted on the Agency website for the period immediately preceding the bid opening date. Current Reference Cost = the most current cost posted on the Agency website on the day of estimate cut-off. BI A96 (PP 5) Asphalt Cost Price Adjustment (Worksheet) BASE COST $445.00 UPPER THRESHOLD $467.25 Note:Base Cost and Current Reference Cost to be taken from WSDOT website below: LOWER THRESHOLD $422.75 http://www.wsdot.wa.gov/biz/construction/pdf/referencecosts.pdf CURRENT REFERENCE COST $645.00 ELIGIBLE BID ITEM UOM Qty This Est. HMA CI. 1/2 In. PG 64-22 Ton 6.76 HMA for Approach Cl. PG HMA for Preleveling Cl. PG HMA for Pavement Repair Cl. PG Commercial HMA Sum of Quantities 6.76 Asphalt Cost Price Adjustment $67.29 For Current Estimate (Payment/Credit) Note: Base Cost = the reference cost posted on the Agency website for the period immediately preceding the bid opening date. Current Reference Cost = the most current cost posted on the Agency website on the day of estimate cut-off. • • Search Q Asphalt binder reference cost Find the latest average selling price of asphalt cement for both eastern and western Washington. An asphalt cost price adjustment provision is included in all of our contracts that use hot mix asphalt.The prices published below are used to determine the credit or payment amount when there are qualifying changes in the reference cost of asphalt binder,as specified in the contract special provisions.This information is updated frequently,however,there is no set schedule.The reference cost posted is for the period immediately preceding the bid opening date. We establish the asphalt binder reference cost from the selling price of asphalt cement furnished by Poten and Partners,Inc.for the Pacific Northwest: • Western reference cost is based on the selling price for the Seattle,Washington area • Eastern reference cost is based on the selling price for the eastern Washington area,including northern Idaho The asphalt binder reference cost will be the average of the selling price for each Friday during the specified period.Asphalt binder reference costs are posted at the end of the period. r Date Effective Begin Period End Period Eastern 42. 04/04/2022 ) 03/16/2022 03/31/2022 $665.00 $637.50 03/14/2022 03/01/2022 03/15/2022 $641.25 $607.50 03/02/2022 02/16/2022 02/28/2022 $567.50 $570.00 02/16/2022 02/01/2022 02/15/2022 $567.50 $566.25 01/31/2022 01/16/2022 01/31/2022 $555.00 $520.00 01/19/2022 01/01/2022 01/15/2022 $555.00 $520.00 01/04/2022 12/16/2021 12/31/2021 $555.00 $520.00 01/04/2022 12/01/2021 12/15/2021 $555.00 $520.00 11/29/2021 11/16/2021 11/30/2021 $555.00 $520.00 11/15/2021 11/01/2021 11/15/2021 $545.00 $520.00 11/02/2021 10/16/2021 10/31/2021 $545.00 $520.00 10/18/2021 10/01/2021 10/15/2021 $545.00 $503.75 10/04/2021 09/16/2021 09/30/2021 $542.50 $495.00 10/04/2021 09/01/2021 09/15/2021 $540.00 $495.00 09/09/2021 08/16/2021 08/31/2021 $534.17 $495.00 08/16/2021 08/01/2021 08/15/2021 $517.50 $495.00 08/03/2021 07/16/2021 07/31/2021 $517.50 $495.00 07/19/2021 07/01/2021 07/15/2021 $517.50 $495.00 07/08/2021 \ 06/16/2021 06/30/2021 $497.50 $463.33 G/14/2021 06/01/2021 06/15/2021 $490.00 $445;00 06/01/2021 / 05/16/2021 05/31/2021 $462.50 $445.e0 \,_ Bid Opening June 24, I Base Cost nnn 4 Search Q Asphalt binder reference cost Find the latest average selling price of asphalt cement for both eastern and western Washington. An asphalt cost price adjustment provision is included in all of our contracts that use hot mix asphalt. The prices published below are used to determine the credit or payment amount when there are qualifying changes in the reference cost of asphalt binder, as specified in the contract special provisions. This information is updated frequently, however, there is no set schedule.The reference cost posted is for the period immediately preceding the bid opening date. We establish the asphalt binder reference cost from the selling price of asphalt cement furnished by Poten and Partners, Inc.for the Pacific Northwest: • Western reference cost is based on the selling price for the Seattle, Washington area • Eastern reference cost is based on the selling price for the eastern Washington area, including northern Idaho The asphalt binder reference cost will be the average of the selling price for each Friday during the specified period.Asphalt binder reference costs are posted at the end of the period. Date Effective Begin Period End Period Eastern Western Reference Cost Cost for PP , 05/03/2022 04/16/2022 04/30/2022 $691.25 $645.00 04/20/2022 04/01/2022 04/15/2022 $685.00 $637.50 04/04/2022 03/16/2022 03/31/2022 $665.00 $637.50 FUEL COST ADJUSTMENT BI A96 (for PP 2) (WORKSHEET) -._J _=„=,,.._,v,j 3 BASE FUEL COST 3.41 dollars http://www.eia.gov/petroleum/gasdiesel/ U.S. On-Highway Diesel Fuel Prices(dollars per gallon) Upper Threshold NM West Coast less California Lower Threshold Monthly Fuel Cost 4.06 dollars http://www.eia.gov/petroleum/gasdiesel/ U.S. On-Highway Diesel Fuel Prices(dollars per gallon) West Coast less California ELIGIBLE BID ITEM UOM Qty This Est. Factor Q BI 26 Roadway Excavation Incl. Haul CY 475.39 0.29 gal/cy 137.863 BI 27 Unsuitable F Excavation Incl. Haul CY 0.29 gal/cy 0 Excavation Incl. Haul -Area CY 0.29 gal/cy 0 Borrow Incl. Haul CY 0.25 gal/cy 0 BI 27 Gravel Borrow Incl. Haul Ton 543.51 0.17 gal/ton 92.3967 BI 31 Structure Excavation Class B Incl. Haul CY 0.25 gal/cy 0 Shoring Or Extra Excavation Class A L.S. 0.04 gal/dollar 0 A 35 Crushed Surfacing Top Course Ton 0.70 gal/ton 0 Crushed Surfacing CY 1.02 gal/cy 0 Processing And Finshing MI 270.00 gal/mile 0 Agg. From Stockpile For BST CY 0.61 gal/cy 0 Furnishing And Placing Crushed CY 1.02 gal/cy 0 BI 37 HMA Cl. 1/2 In. PG 64-22 Ton 0.90 gal/ton 0 HMA For Ton 0.90 gal/ton 0 Commercial HMA Ton 0.90 gal/ton 0 Cement Concrete Pavement CY 1.00 gal/cy 0 Cement Concrete Pavement - Including Dowels CY 1.00 gal/cy 0 BI 42 Concrete Class 4000 CY 1.00 gal/cy 0 BI B10 Commercial Concrete CY 3.52 1.00 gal/cy 3.52 Superstructure L.S. 0.02 gal/dollar 0 St. Reinf. Bar LB. 0.02 gal/lb 0 Epoxy-Coated St. Reinf. Bar LB. 0.02 gal/lb 0 Sum Of Q 233.78 Monthly Fuel Cost Payment/Credit $72.00 NOTE: Base Fuel Cost = Weekly U.S. On-Highway Diesel Fuel Prices (Dollars per Gallon) dated on the nearest Monday occuring three weeks prior to bid opening. Monthly Fuel Cost = Most recent Monthly U.S. On-Highway Diesel Fuel Prices (Dollars per Gallon). PP 3) FUEL COST ADJUSTMENT BI A96 (for � (WORKSHEET) ('�>_ � .' )__:,.— ��_>�) BASE FUEL COST 3.41 dollars http://www.eia.gov/petroleum/gasdiesel/ U.S. On-Highway Diesel Fuel Prices(dollars per gallon) Upper Threshold --7 West Coast less California Lower Threshold Monthly Fuel Cost 4.27 dollars http://www.eia.gov/petroleum/gasdiesel/ U.S. On-Highway Diesel Fuel Prices(dollars per gallon) West Coast less California ELIGIBLE BID ITEM UOM Qty This Est. Factor Q BI 26 Roadway Excavation Incl. Haul CY 0.29 gal/cy 0 BI 28 Unsuitable F Excavation Incl. Haul CY 25.44 0.29 gal/cy 7.3776 Excavation Incl. Haul -Area CY 0.29 gal/cy 0 Borrow Incl. Haul CY 0.25 gal/cy 0 BI 27 Borrow Incl. Haul Ton 775.76 0.17 gal/ton 131.879 BI 31 Structure Excavation Class B Incl. Haul CY 0.25 gal/cy 0 Shoring Or Extra Excavation Class A L.S. 0.04 gal/dollar 0 A 35 Crushed Surfacing Top Course Ton 0.70 gal/ton 0 Crushed Surfacing CY 1.02 gal/cy 0 Processing And Finshing MI 270.00 gal/mile 0 Agg. From Stockpile For BST CY 0.61 gal/cy 0 Furnishing And Placing Crushed CY 1.02 gal/cy 0 BI 37 HMA Cl. 1/2 In. PG 64-22 Ton 1.67 0.90 gal/ton 1.503 HMA For Ton 0.90 gal/ton 0 Commercial HMA Ton 0.90 gal/ton 0 Cement Concrete Pavement CY 1.00 gal/cy 0 Cement Concrete Pavement - Including Dowels CY 1.00 gal/cy 0 BI 42 Concrete Class 4000 CY 1.00 gal/cy 0 Commercial Concrete CY 1.00 gal/cy 0 Superstructure L.S. 0.02 gal/dollar 0 St. Reinf. Bar LB. 0.02 gal/lb 0 Epoxy-Coated St. Reinf. Bar LB. 0.02 gal/lb 0 Sum Of Q 140.76 Monthly Fuel Cost Payment/Credit $72.63 NOTE: Base Fuel Cost = Weekly U.S. On-Highway Diesel Fuel Prices (Dollars per Gallon) dated on the nearest Monday occuring three weeks prior to bid opening. Monthly Fuel Cost = Most recent Monthly U.S. On-Highway Diesel Fuel Prices (Dollars per Gallon). FUEL COST ADJUSTMENT BI A96 (for PP 4) (WORKSHEET) r.__ ) BASE FUEL COST 3.41 dollars htto://www.eia.gov/petroleum/gasdiesel/ U.S. On-Highway Diesel Fuel Prices(dollars per gallon) Upper Threshold West Coast less California Lower Threshold Monthly Fuel Cost 5.28 dollars http://www.eia.gov/petroleum/gasdiesel/ U.S. On-Highway Diesel Fuel Prices(dollars per gallon) West Coast less California ELIGIBLE BID ITEM UOM Qty This Est. Factor Q BI 26 Roadway Excavation Incl. Haul CY 122.92 0.29 gal/cy 35.6468 BI 28 Unsuitable F Excavation Incl. Haul CY 0.29 gal/cy 0 Excavation Incl. Haul -Area CY 0.29 gal/cy 0 Borrow Incl. Haul CY 0.25 gal/cy 0 BI 27 Gravel Borrow Incl. Haul Ton 118.67 0.17 gal/ton 20.1739 BI 31 Structure Excavation Class B Incl. Haul CY 0.25 gal/cy 0 Shoring Or Extra Excavation Class A L.S. 0.04 gal/dollar 0 A 35 Crushed Surfacing Top Course Ton 281.2 0.70 gal/ton 196.84 Crushed Surfacing CY 1.02 gal/cy 0 Processing And Finshing MI 270.00 gal/mile 0 Agg. From Stockpile For BST CY 0.61 gal/cy 0 Furnishing And Placing Crushed CY 1.02 gal/cy 0 BI 37 HMA Cl. 1/2 In. PG 64-22 Ton 17.37 0.90 gal/ton 15.633 HMA For Ton 0.90 gal/ton 0 Commercial HMA Ton 0.90 gal/ton 0 Cement Concrete Pavement CY 1.00 gal/cy 0 Cement Concrete Pavement - Including Dowels CY 1.00 gal/cy 0 BI 42 Concrete Class 4000 CY 1.00 gal/cy 0 Commercial Concrete CY 1.00 gal/cy 0 Superstructure L.S. 0.02 gal/dollar 0 St. Reinf. Bar LB. 0.02 gal/lb 0 Epoxy-Coated St. Reinf. Bar LB. 0.02 gal/lb 0 Sum Of Q 268.294 Monthly Fuel Cost Payment/Credit $410.22 NOTE: Base Fuel Cost = Weekly U.S. On-Highway Diesel Fuel Prices (Dollars per Gallon) dated on the nearest Monday occuring three weeks prior to bid opening. Monthly Fuel Cost = Most recent Monthly U.S. On-Highway Diesel Fuel Prices (Dollars per Gallon). FUEL COST ADJUSTMENT BI A39 (PP 5) (WORKSHEET) t �_._ : > :` BASE FUEL COST 3.41 dollars http://www.eia.gov/petroleum/gasdiesel/ U.S. On-Highway Diesel Fuel Prices(dollars per gallon) Upper Threshold West Coast less California Lower Threshold Monthly Fuel Cost 5.29 dollars http://www.eia.gov/petroleum/gasdiesel/ U.S. On-Highway Diesel Fuel Prices(dollars per gallon) West Coast less California ELIGIBLE BID ITEM UOM Qty This Est. Factor Q BI 26 Roadway Excavation Incl. Haul CY 44.65 0.29 gal/cy 12.9485 BI 28 Unsuitable F Excavation Incl. Haul CY 0.29 gal/cy 0 Excavation Incl. Haul -Area CY 0.29 gal/cy 0 Borrow Incl. Haul CY 0.25 gal/cy 0 BI 27 Gravel Borrow Incl. Haul Ton 332.81 0.17 gal/ton 56.5777 BI 31 Structure Excavation Class B_ Incl. Haul CY 0.25 gal/cy 0 Shoring Or Extra Excavation Class A L.S. 0.04 gal/dollar 0 7-A 35 Crushed Surfacing Top Course Ton 128.13 0.70 gal/ton 89.691 Crushed Surfacing CY 1.02 gal/cy 0 Processing And Finshing MI 270.00 gal/mile 0 Agg. From Stockpile For BST CY 0.61 gal/cy 0 Furnishing And Placing Crushed CY 1.02 gal/cy 0 BI 37 HMA Cl. 1/2 In. PG 64-22 Ton 6.76 0.90 gal/ton 6.084 HMA For Ton _ 0.90 gal/ton 0 Commercial HMA Ton 0.90 gal/ton 0 Cement Concrete Pavement CY 1.00 gal/cy 0 Cement Concrete Pavement - Including Dowels CY 1.00 gal/cy 0 BI 42 Concrete Class 4000 CY 22.78 1.00 gal/cy 22.78 Commercial Concrete CY 1.00 gal/cy 0 Superstructure L.S. 0.02 gal/dollar 0 St. Reinf. Bar LB. 0.02 gal/lb 0 Epoxy-Coated St. Reinf. Bar LB. 0.02 gal/lb 0 Sum Of Q 188.081 Monthly Fuel Cost Payment/Credit $289.65 NOTE: Base Fuel Cost = Weekly U.S. On-Highway Diesel Fuel Prices (Dollars per Gallon) dated on the nearest Monday occuring three weeks prior to bid opening. Monthly Fuel Cost = Most recent Monthly U.S. On-Highway Diesel Fuel Prices (Dollars per Gallon). _ ' U S. Energyministration Information ela Ad PETROLEUM & OTHER LIQUIDS OVERVIEW DATA ANALYSIS&PROJECTIONS GLOSSARY> FADS Referring Pages: • Retail Prices for Diesel(On-Highway)-All Types • West Coast less California Gasoline and Diesel Retail Prices View History_•Weekly ID Monthly 0 Annual Download Data(XLS File) Weekly West Coast(PADD 5)Except California No 2 Diesel Retail Prices j DOWNLOAD Dollars per Gallon 4 - 2 -- 0 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2d22 -Weekly West Coast(PADD 5)Except California No 2 Diesel Retail Prices e'a� Source:U.S.Energy Information Administration Chart Tools noPP analysis applied v Y This series is available through the EIA open data API and can be downloaded to Excel or embedded as an interactive chart or map on your website. Weekly West Coast(PADD 5)Except California No 2 Diesel Retail Prices(Dollars per Gallon) Week 1 Week 2 Week 3 Week 4 Week 5 Year-Month End Date Value End Date Value End Date Value End Date Value End Date Value 2011-Dec 12/12 3.990 12/19 3.928 12/26 3.906 2012-Jan 01/02 3.900 01/09 3.927 01/16 3.945 01/23 3.938 01/30 3.930 2012-Feb 02/06 3.928 02/13 4.017 02/20 4.054 02/27 4.227 2012-Mar 03/05 4.275 03/12 4.348 03/19 4.372 03/26 4.383 2012-Apr 04/02 4.378 04/09 4.377 04/16 4.356 04/23 4.299 04/30 4.252 2012-May 05/07 4.226 05/14 4.192 05/21 4.152 05/28 4.089 2012-Jun 06/04 4.022 06/11 3.902 06/18 3.820 06/25 3.758 2012-Jul 07/02 3.682 07/09 3.698 07/16 3.705 07/23 3.812 07/30 3.816 2012-Aug 08/06 3.883 08/13 4.078 08/20 4.184 08/27 4.288 2012-Sep 09/03 4.343 09/10 4.358 09/17 4.321 09/24 4.249 2012-Oct 10/01 4.212 10/08 4.207 10/15 4.238 10/22 4.195 10/29 4.092 2012-Nov 11/05 4.068 11/12 4.098 11/19 4.038 11/26 4.070 2012-Dec 12/03 4.046 12/10 3.982 12/17 3.933 12/24 3.915 12/31 3.928 2013-Jan 01/07 3.918 01/14 3.900 01/21 3.911 01/28 3.946 2013-Feb 02/04 4.076 02/11 4.187 02/18 4.236 02/25 4.221 2013-Mar 03/04 4.207 03/11 4.165 03/18 4.105 03/25 4.046 2013-Apr 04/01 4.016 04/08 4.023 04/15 3.970 04/22 3.885 04/29 3.833 2013-May 05/06 3.830 05/13 3.883 05/20 3.932 05/27 3.917 2013-Jun 06/03 3.899 06/10 3.870 06/17 3.874 06/24 3.879 2013-Jul 07/01 3.856 07/08 3.864 07/15 3.917 07/22 3.956 07/29 3.970 2013-Aug 08/05 3.961 08/12 3.946 08/19 3.965 08/26 3.973 2013-Sep 09/02 4.032 09/09 4.045 09/16 4.032 09/23 3.995 09/30 3.961 2013-Oct 10/07 3.936 10/14 3.939 10/21 3.954 10/28 3.941 2013-Nov 11/04 3.923 11/11 3.881 11/18 3.872 11/25 3.872 2013-Dec 12/02 3.929 12/09 3.906 12/16 3.884 12/23 3.883 12/30 3.930 2014-Jan 01/06 3.934 01/13 3.891 01/20 3.861 01/27 3.875 2014-Feb 02/03 3.902 02/10 3.901 02/17 3.911 02/24 3.948 End Date l Value End Date ' End Date I Value End Date I Value End Date I Nd Year-Month End Date Value End Date Value End Date Value End Date Value End Date Value 2014-Mar 03/03 3.943 03/10 3.960 03/17 3.942 03/24 3.925 03/31 3.908 2014-Apr 04/07 3.894 04/14 3.893 04/21 3.945 04/28 3.954 2014-May 05/05 3.944 05/12 3.928 05/19 3.923 05/26 3.929 2014-Jun 06/02 3 923 06/09 3.899 06/16 3.903 06/23 3.973 06/30 3.994 2014-Jul 07/07 3 985 07/14 3.971 07/21 3.942 07/28 3.928 2014-Aug 08/04 3 930 08/11 3.935 08/18 3.930 08/25 3.921 2014-Sep 09/01 3 973 09/08 3.979 09/15 3.967 09/22 3.929 09/29 3.876 2014-Oct 10/06 3.855 10/13 3.802 10/20 3.742 10/27 3.706 2014-Nov 11/03 3.704 11/10 3.712 11/17 3.720 11/24 3.682 2014-Dec 12/01 3.651 12/08 3.519 12/15 3.371 12/22 3.228 12/29 3.155 2015-Jan 01/05 3.074 01/12 2.978 01/19 2.826 01/26 2.763 2015-Feb 02/02 2.716 02/09 2.756 02/16 2.817 02/23 2.889 2015-Mar 03/02 2.934 03/09 2.926 03/16 2.894 03/23 2.815 03/30 2.758 2015-Apr 04/06 2.742 04/13 2.720 04/20 2.796 04/27 2.865 2015-May 05/04 2.971 05/11 3.002 05/18 3.033 05/25 3.057 2015-Jun 06/01 3.055 06/08 3.001 06/15 3.001 06/22 3.007 06/29 2.978 2015-Jul 07/06 2.978 07/13 2.919 07/20 2.873 07/27 2 814 2015-Aug 08/03 2 761 08/10 2.706 08/17 2.690 08/24 2.610 08/31 2.564 2015Sep 09/07 2.590 09/14 2.571 09/21 2.550 09/28 2.541 2015-Oct 10/05 2.560 10/12 2.603 10/19 2.576 10/26 2.567 2015-Nov 11/02 2.549 11/09 2.607 11/16 2.602 11/23 2.555 11/30 2.510 2015-Dec 12/07 2.477 12/14 2.431 12/21 2.373 12/28 2.318 2016Jan 01/04 2.303 01/11 2.258 01/18 2.198 01/25 2.160 2016-Feb 02/01 2.117 02/08 2.073 02/15 2.043 02/22 2.050 02/29 2.054 2016-Mar 03/07 2097 03/14 2.153 03/21 2.179 03/28 2.177 2016-Apr 04/04 2.179 04/11 2.200 04/18 2.251 04/25 2.282 2016-May 05/02 2.357 05/09 2.368 05/16 2.425 05/23 2.502 05/30 2.565 2016-Jun 06/06 2.600 06/13 2.610 06/20 2.606 06/27 2.600 2016Jul 07/04 2.599 07/11 2.596 07/18 2.569 07/25 2.536 2016-Aug 08/01 2.492 08/08 2 454 08/15 2.441 08/22 2.498 08/29 2.555 2016Sep 09/05 2.563 09/12 2 553 09/19 2.524 09/26 2.515 2016-Oct 10/03 2.524 10/10 2.591 10/17 2.635 10/24 2.645 10/31 2.655 2016-Nov 11/07 2.673 11/14 2.657 11/21 2.637 11/28 2.635 2016-Dec 12/05 2.679 12/12 2.690 12/19 2.705 12/26 2.727 2017Jan 01/02 2.757 01/09 2 774 01/16 2.755 01/23 2.750 01/30 2.744 2017-Feb 02/06 2.748 02/13 2.761 02/20 2.767 02/27 2.772 2017-Mar 03/06 2.779 03/13 2.736 03/20 2.702 03/27 2.703 2017-Apr 04/03 2.735 04/10 2.772 04/17 2.791 04/24 2.786 2017-May 05/01 2.775 05/08 2.747 05/15 2.728 05/22 2.725 05/29 2.735 2017Jun 06/05 2.724 06/12 2.681 06/19 2.655 06/26 2.626 2017Jul 07/03 2.628 07/10 2.653 07/17 2.656 07/24 2.678 07/31 2.704 2017-Aug 08/07 2.747 08/14 2.788 08/21 2.786 08/28 2.806 2017Sep 09/04 2.931 09/11 3.007 09/18 3.009 09/25 3.008 2017-Oct 10/02 3.018 10/09 2.993 10/16 3.003 10/23 3 015 10/30 3.020 2017-Nov 11/06 3.075 11/13 3.120 11/20 3.107 11/27 3.113 2017-Dec 12/04 3.106 12/11 3.072 12/18 3.044 12/25 3.026 2018-Jan 01/01 3.073 01/08 3.087 01/15 3.098 01/22 3.083 01/29 3.120 2018-Feb 0205 3.144 02/12 3.107 02/19 3 072 02/26 3.064 2018-Mar 03/05 3.064 03/12 3.052 03/19 3 060 03/26 3.147 2018-Apr 04/02 3.202 04/09 3.226 04/16 3.326 04/23 3.366 04/30 3.394 2018-May 05/07 3.409 05/14 3.482 05/21 3.503 05/28 3.514 2018-Jun 06/04 3 508 06/11 3.489 06/18 3.473 06/25 3.453 2018-Jul 07/02 3.475 07/09 3.471 07/16 3 456 07/23 3.436 07/30 3.437 2018-Aug 08/06 3.432 08/13 3 425 08/20 3 423 08/27 3.433 2018-Sep 09/03 3.469 09/10 3.465 09/17 3 473 09/24 3.473 2018-Oct 10/01 3.506 10/08 3.558 10/15 3.591 10/22 3.587 10'29 3.564 2018-Nov 11/05 3.538 11/12 3.514 11/19 3.475 11/26 3.455 2018-Dec 12/03 3 406 12/10 3.357 12/17 3 313 12/24 3.281 12'31 3 246 Year-Month Week 1 Week 2 Week 3 Week4 Week 5 2019-Jan 01/0/ 3.180 01/14 3.130 01/21 3.11ti O1/28 3.099 2019-Feb 02/04 3.087 02/11 3.084 02/18 3 104 02/25 3.141 2019-Mar 03/04 3.155 03/11 3.162 03/18 3.139 03/25 3.156 2019-Apr 04/01 3.153 04/08 3.189 04/15 3.252 04/22 3.309 04/29 3.346 2019-May 05/06 3 345 05/13 3.355 05/20 3.352 05/27 3.338 , 2019-Jun 06/03 3.320 06/10 3.282 06/17 3.238 06/24 3.206 2019-Jul 07/01 3 205 07/08 3.208 07/15 3.209 07/22 3.198 07/29 3.186 2019-Aug 08/05 3.182 08/12 3.164 08/19 3.158 08/26 3.139 2019-Sep 09/02 3.139 09/09 3.131 09/16 3.161 09/23 3.238 09/30 3.228 2019-Oct 10/07 3.215 10/14 3.240 10/21 3.290 10/28 3.379 2019-Nov 11/04 3.413 11/11 3 435 11/18 3.444 11/25 3.387 2019-Dec 12/02 3.382 12/09 3 323 12/16 3.280 12/23 3.252 1230 3.274 2020-Jan 01/06 3.264 01/13 3.241 01/20 3.206 01/27 3.198 2020-Feb 02/03 3.146 02/10 3.098 02/17 3.081 02/24 3.072 2020-Mar 03/02 3.054 03/09 3.026 03/16 2.954 03/23 2 879 03/30 2.798 2020-Apr 04/06 2 754 04/13 2.695 04/20 2.640 04/27 2.593 2020-May 05/04 2.545 05/11 2.557 05/18 2.543 05/25 2.561 2020-Jun 06/01 2.560 06/08 2.578 06/15 2.579 06/22 2.591 06/29 2.586 2020-Jul 07/06 2.596 07/13 2.594 07/20 2.597 07/27 2.586 2020-Aug 08/03 2.592 08/10 2.588 08/17 2.586 08/24 2.590 08/31 2.603 2020-Sep 09/07 2.584 09/14 2.575 09/21 2.557 09/28 2 554 2020-Oct 10/05 2.534 10/12 2 538 10/19 2.542 10/26 2.537 2020-Nov 11/02 2 541 11/09 2.572 11/16 2.686 11/23 2.713 11/30 2.742 2020-Dec 12/07 2.724 12/14 2.751 12/21 2.768 12/28 2.770 • • Week1 Week2 Week3 Week4 Weeks Upper Threshold = 3.75 Year-Month End Date Value End Date Value End Date Value End Date Value End Date Value 2021-Jan 01/04 2.771 01/11 2.793 01/18 2.804 01/25 2.816 Lower Threshold = 3.07 2021-Feb 02/01 2.841 02/08 2.897 02/15 2.960 02/22 3.063 2021-Mar 03/01 3.174 03/08 3.228 03/15 3.270 03/22 3.315 03/29 3.272 2021-Apr 04/05 3.259 04/12 3.248 04/19 3.248 04/26 3.250 2021-May 05/03 3.282 05/10 3.313 05/17 3.383 05/24 3.395 05/31 3.410 Base Price 2021-Jun 06/07 3.446 06/14 3.465 06/21 3.462 06/28 3.494 2021-Jul 07/05 3.550 07/12 3.568 07/19 3.598 07/26 3.610 2021-Aug 08/02 3661 08/09 3.675 08/16 3.682 08/23 3.643 08/30 3.645 2021-Sep 09/06 3.664 09/13 3.661 09/20 3.663 09/27 3.664 2021-Oct 10/04 3.717 10/11 3.784 10/18 3.860 10/25 3.891 2021-Nov 11/01 3.932 11/08 3.974 11/15 4.009 11/22 4.009 11/29 4.032 2021-Dec 12/06 3.992 12/13 3.970 12/20 3.941 12/27 3.917 2022-Jan 01/03 3.927 01/10 4.002 01/17 4.067 01/24 4.110 01/31 4.184 2022-Feb 02/07 4.250 02/14 4.261 02/21 4.256 02/28 4.295 2022-Mar 03/07 4.978 03/14 5.416 03/21 5.319 03/28 5.402 2022-Apr 04/04 5.312 -=No Data Reported; --=Not Applicable; NA=Not Available; W=Withheld to avoid disclosure of individual company data. Release Date:4/4/2022 Next Release Date:4/11/2022 Referring Pages: • Retail Prices for Diesel(On Higb way)-All Types • West Coast less California Gasoline and Diesel Retail Prices • ea US. EnergyInformation Administration PETROLEUM & OTHER LIQUIDS OVERVIEW DATA ANALYSIS&PROJECTIONS GLOSSARY> FAGS Referring Pages: • Retail Prices for Diesel(On-Highway)-All Types • West Coast less California Gasoline and Diesel Retail Prices i View History: 0 Weekly ®Monthly 0 Annual Download Data(XLS File) West Coast(PADD 5) Except California No 2 Diesel Retail Prices DOWNLOAD Dollars per Gallon 6 4 0 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 -West Coast(PADD 5)Except California No 2 Diesel Retail Prices e_i , Source:U.S.Energy Information Administration -Chart Tools no analysis applied H This series is available through the EIA open data API and can be downloaded to Excel or embedded as an interactive chart or map on your website. West Coast(PADD 5)Except California No 2 Diesel Retail Prices(Dollars per Gallon) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2011 NA 2012 3.928 4.057 4.345 4.332 4.165 3.876 3.743 4.108 4.318 4.189 4.069 3.961 2013 3.919 4.180 4.131 3.945 3.891 3.881 3.913 3.961 4.013 3.943 3.887 3.906 2014 3.890 3.916 3.936 3.922 3.931 3.938 3.957 3.929 3.945 3.776 3.705 3.385 2015 2.910 2.795 2.865 2.781 3.016 3.008 2.896 2.666 2.563 2.577 2.565 2.400 2016 2.230 2.067 2.152 2.228 2.443 2.604 2.575 2.488 2.539 2.610 2.651 2.700 2017 2.756 2.762 2.730 2.771 2.742 2.672 2.664 2.782 2.989 3.010 3.104 3.062 2018 3.092 3.097 3.081 3.303 3.477 3.481 3.455 3.428 3.470 3.561 3.496 3.321 2019 3.131 3.104 3.153 3.250 3.348 3.262 3.201 3.161 3.179 3.281 3.420 3.302 2020 3.227 3.099 2.942 2.671 2.552 2.579 2.593 2.592 2.568 2.538 2.651 2.753 pp 1 MonthlyFuel Cost 2021 2.796 2.940 3.252 3.251 3.357 3.467 3.582 3.661 3.663 3.813 3.991 2022 6758 411211 ® PP 2 Monthly Fuel Cost PP 3 Monthly Fuel Cost PP 4 Monthly Fuel Cost -=No Data Reported; -=Not Applicable; NA=Not Available; W=Withheld to avoid disclosure of individual company data. Release Date:4/4/2022 Next Release Date:4/11/2022 Referring Pages: • Retail Prices for Diesel(On-Highway)-All Types • West Coast less California Gasoline and Diesel Retail Prices r. e�/�° U.S. EnergyInformation i a Administration PETROLEUM & OTHER LIQUIDS OVERVIEW DATA ANALYSIS&PROJECTIONS GLOSSARY) FADS) Weekly Retail Gasoline and Diesel Prices (Dollars per Gallon,Including Taxes) Area:( West Coast less California v) Period:(Monthly v Show Data By: View Product 0 Area ,Graph j Cbarj Nov-21 Dec-21 Jan-22 Feb-22 Mar-22 Apr-22 History Gasoline-All Grades 0 3.828 3.821 3.838 3.916 4.670 4.7031 1998-2022 All Grades-Conventional Areas 0 3.849 3.826 3.872 3.941 4.698 4.720 2000-2022 All Grades-Reformulated Areas 0 3.739 3.798 3.696 3.814 4.557 4.629 1998-2022 Regular 0 3.754 3.748 3.761 3.840 4.595 4.6231 1998-2022 Conventional Areas 0 3.774 3.753 3.7961 3.865 4.622 4.640 2000-2022 • Reformulated Areas 0 3.675 3.730 3.6261 3.742 4.4871 4.557 1998-2022 Midgrade 0 4.046 4.043 4.072 4.147 4.890 4.940 1998-2022 Conventional Areas 0 4.059 4.033 4.087 4.1551 4.902 4.946 2000-2022 Reformulated Areas 0 3.978 4.096 3.9931 4.107 4.829 4.902 1998-2022 Premium 0 4.205 4.186 4.223 4.3041 5.0621 5.1041 1998-2022 Conventional Areas 0 4.211 4.178 4.237 4.307 5.067 5.1021 2000-2022 Reformulated Areas 0 4.171 4.230 4.146 4.286 5.033 5.1141 1998-2022 Diesel(On-Highway)-All Types 0 3.991 3.955 4.058 4.101 5.279 5.293 2011-2022 Ultra Low Sulfur(15 ppm and Under) 0 3.991 3.955 4.058 4.101 5.279 5.293) 2011-2022 PP 5 Monthly Fuel Cost Click on the source key icon to learn how to download series into Excel,or to embed a chart or map on your website. -=No Data Reported; --=Not Applicable; NA=Not Available; W=Withheld to avoid disclosure of individual company data. Notes:Conventional area is any area that does not require the sale of reformulated gasoline.All types of finished motor gasoline may be sold is this area.RFG area is an ozone nonattainment area designated by the Environmental Protection Agency which requires the use of reformulated gasoline.Publication of Low Sulfur On-Highway Diesel(LSD)prices at the U.S.level was discontinued on December 8,2008 due to a diminishing number of stations selling LSD as a result of EPA diesel fuel regulations.EIA continued to collect LSD prices from retail outlets and included them in the Diesel Average All Types price until July 26,2010, when no more outlets reported LSD sales.Beginning July 26,2010 publication of Ultra Low Sulfur Diesel(ULSD)price became fully represented by the Diesel Average All Types price.As of December 1,2010(September 1,2006 in California),any on-highway diesel fuel sold is ULSD as mandated by EPA on-highway diesel fuel regulations.EIA did not collect weekly retail motor gasoline data between December 10,1990 and January 14,1991.Monthly and annual averages are simple averages of the weekly data contained therein.For months and years with incomplete weekly data series,the monthly and/or annual averages are not available. 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J . i I ■ _ I Mtn initials Item No. Item Group hate Unit Quantity RAMS No. Basis of Material CAPS Entry Est No. No. Acceptance No_ Post OK 4,2Z (2p,l.J-c_ S ,- fi(k_ 4/-11)z y S7 N S L'-'1( TLS MB 5 y-? .I 1/is --1( TLS MB 5 A-2S l�11/��<F�r�ns.,�/ zz S� S ys� :171641,1-v6 g,,,- -7- 0-2t- I45 yS 3Z 1/,s ,a-1 TLS IMB 5 C ST C 1 J./-(-2/ iNc 6100 y7 (r`c v.4( TLS MB 5 4-65. S (fi 5.ti S Y-SZL e-4 ( Z \I it'svrtl TLS MB 5 A-45' 1-7,ec�e,,4 (Sr! . di- €'-ii L S /1740 Vs Jo( JMBI 5 / A°-Pq(ein•r� C.tir,-,/t ,e,cc-- Li-8-2L C v5 2 6 J V,'s .1 x. ( TLS MB 5 1 A.0j,s>-,n,.� f - DOT Form 422-636 E ILI DELIVERY RECEIR CUSTOMER COP) OFFICE:253.833.37C FAX:253.833.374 MILES400 Valley Ave N SAND&GRAVEL Puyallup,WA 98372-251 DATE CUSTOMER# ORDER# CUSTOMER P.O. JOB S PLANT# 'TICKET# 4/27/22 054990 876804 22-021 000289 202 274489 LOAD# 'CY ORDERED CY DLVRD SLUMP LOAD TIME TAX CODE CYL TAKEN PLT TIME OUT FULL LOAD 1 4.50 4.50 4 9:37 AM 01 GALS CUSTOMER NAME • AIR% JOB TIME IN 2/3 LOAD TRANSPORTATION SYSTEMS, INC GALS JOB ADDRESS SLUMP PLCD JOB TIME OUT 1/3 LOAD DUVALL AVE NE & NE 9TH ST GALS CITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY- PLT TIME IN RENTON OUTSIDE FLAT QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 4.50 yd 0442AB 0442AB 100.00 FT 6031 1/2"X3" EXPANSION JOINT 1.00 EA 5100 MIN LOAD CHARGE 4.50 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 1.00 LD 5401 FUEL SURCHARGE-READY MIX DRIVER S TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 3106 1039 BUNDLE OF 1/2X3 EXPANSION ON 1STTRUCK DRIVER NAME SALES TAX COLEMAN, DANIEL SUPERP ADDED SUBGRADE LOAD TOTAL 1 TERMS AND CONDITIONS GRAND TOTAL 1.HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with fresh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). 2.DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide suitable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the right to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless against all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during delivery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. 3.WASH OUT AREA. It will be the Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional charges may apply if a wash out area is not provided. 4.ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its employees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any claim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. 5.See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X Material Description Design Qty Required Batched %Var%Moisture Actual Wat AGGO1 7/8#57 1860 lb 8383 lb 8440 lb 0.69% 0.15%M 2 gl AGG04 SAND CLASS 2 1270 lb 6188 lb 6140 lb -0.78% 8.28%A 56 gl CEM02 1/f1 AG 2021-17 564 lb 2538 lb 2530 lb -0.32% ADX01 1v1AIR AE90 . 7.4 oz 33.3 oz 33.0 oz -0.90% ADX03 MPOLYHEED 997 34 oz 153 oz 152 oz -0.65% ADX02 Iv 1GLENIUt',17500 17.00 oz 76.50 oz 80.00 oz 4.58% WATO1 WATER 1 246 lb 509 lb 495 lb -2.67% 59 gl WATO4 WATER 3R % # lb lb WATO2 HOT WATER % # lb lb WATO3 WATER 2 % # lb lb Actual Num Batches: 1 Load 17522 lb Design WIC 0.436 Water/Cement: 0.386 A Design 132.8 gl Actual 117.3 gl To Add: 15.6 c'. Slump: 4.00 in Water in Truck: 0.0 lb Adjust Water: 0.0 lb /Load Trim Water: -3.0 gl / CY Actual WIC Ratio: C.386 Act:.al Water. 117 gl Batched Cement: 2530 lb . Miles Sand&Gravel Company •. 1 DELIVERY RECEIP iiii I CUSTOMER COP' OFFICE:253.833.37( FAX:253.833.37z MILES SAND&GRAVEL 1 400 Valley Ave Puyallup,WA 98372-253 DATE CUSTOMER# ORDER S CUSTOMER P.O. JOB# PLANT# TICKET# 4/20/22 I 008200 870715 001579 203 205412 LOAD# CY ORDERED CY DLVRD SLUMP LOAD TIME TAX CODE CYL TAKEN PLT TIME OUT 7 74.00 74.00 5 1:18 PM 78 FULL UGALSAD CUSTOMER NAME AIR% JOB TIME IN CONCRETE SERVICES yGAOLSD JOB ADDRESS 1SLUMP PLCD JOB TIME OUT NE 12TH ST & DUVALL AVE NE 1I3LOAD 1 GALS CITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON OUTSIDE FLAT QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 11.00 yd 0442A 0442A 1.00 % I 4420 POZZOLITH NC534 - ACCELERATOR 11.00 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 1.00 LD 5401 FUEL SURCHARGE-READY MIX DRIVER# TRUCK S I PREY TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 1822 1148'' 1181 DRIVER NAME SALES TAX BRADLEY, SEAN't SUPERP ADDED SUBGFRADE LOAD TOTAL 1 TERMS AND CONDITIONS GRAND TOTAL 1.HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with fresh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). 2.DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide suitable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the right to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless against all liability resulting from darnage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during delivery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. 3.WASH OUT AREA. It will be the Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional charges may apply if a wash out area is not provided. 4.ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its employees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any claim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. 5.See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X Material Description Design Qty Required Batched %Var%Moisture Actual Wat AGGO1 7/8#57 1860 lb 20562 lb 20400 lb -0.79% 0.50%M 12 gl AGG04 SAND CLASS 2 1270 lb 14808 lb 14740 lb -0.46% 6.00%M 100 gl CEM02 ill AG 2021-17 564 lb 6204 lb 6185 lb -0.31% ADX03 tv1POLYHEED 997 34.00 oz 374.00 oz 372.00 oz -0.53% ADX01 MBAE90 5.2 oz 57.2 oz 57.0 oz -0.35% WAT01 WATER 1 246.0 lb 1517.4 lb 1485.0 lb -2.13% 178.0 gl WATO2 HOT WATER .0 % # .0 lb .0 lb WATO3 WATER 21 .0 % # .0 lb .0 lb ADX04 MSET AC 534 1.00 /C 744.48 oz 748.00 oz 0.47% Actual Num Batches: 1 Manual 13:15:28 Load 42884 lb I Design WIC: 0.436 Water/Cement: 0.391 A Design 324.3 gl Actual 290.1 gl To Add: 34.2 gl Slump: 5.00 in # Water in Truck: 0.0 lb Adjust Water: 0.0 lb /Load Trim Water: -20.0 lb / CY Actual WIC Ratio: 0.391 Actual Water: 290 gl Batched Cement: 6185 lb Miles Sand&Gravel Company ILI DELIVERY RECEIR CUSTOMER COP' OFFICE:253.833.37C FAX:253.833.37i MILES 400 Valley Ave I\ SAND&GRAVEL Puyallup,WA 98372-253 DATE C USTOMER# ORDER# CUSTOMER P.O. JOB# PLANT# TICKET# 4/20/22 008200 870715 001579 203 205406 LOAD# CY ORDERED I CY DLVRD SLUMP LOAD TIME TAX CODE CYL TAKEN PLT TIME OLT 6 6 .00 63.00 5 12:00 PM 78 FULLLLLOAD CUSTOMER NAME AIR% JOB TIME IN CONCRETE SERVICES yGALSD JOB ADDRESS 3 LOAD SLUMP PLCD JOB TIME OUT 11 NE 12TH ST& DUVALL AVE NE GALS CITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON OUTSIDE FLAT I _ QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 11.00 yd 0442A 0442A 11.00 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 1.00 LD 5401 FUEL SURCHARGE-READY MIX , DRIVER# TRUCK# PRE`.'TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 1528 1181 1151 DRIVER NAME SALES TAX RAMIREZ,JAVIE R SUPERP ADDED SUBGRADE LOAD TOTAL TERMS AND CONDITIONS GRAND TOTAL 1.HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with fresh concrete,rinsetflush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). 2.DELIVERY CONDITION . All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide suitable roadways or appro ches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the right to stop deliveries until he conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless against all liability resulting rom damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during delivery,the expenses of th t service and repairs to the truck associated with this incident shall be the responsibility of the Customer. 3.WASH OUT AREA. It wi I be the.Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the Job site.Additional charges may apply if a was out area is not provided. 4.ADDITON OF WATER A D/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its employees,agents,contra ors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any claim for breach of any war my and Miles is not responsible for strength or properties of the concrete. 5.See additional TERMS D CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X Material Descrip ion Design Qty Required Batched %Var%Moisture Actual Wat AGGO1 7/8#57 1860 lb 20562 lb 20540 lb -0.11% 0.50%M 12 gl AGG04 SAND C SS 2 1270 lb 14808 lb 14740 lb -0.46% 6.00%M 100 gl CEM02 1/II AG 2021I-17 564 lb 6204 lb 6225 lb 0.34% ADX03 MPOLYHEED 997 34.00 oz 374.00 oz 372.00 oz -0.53% ADX01 MBAE9C 5.2 oz 57.2 oz 57.0 oz -0.35% WAT01 WATER 1 246.0 lb 1517.4 lb 1485.0 lb -2.13% 178.0 gl WATO2 HOT WATER .0 % # .0 lb .0 lb WATO3 WATER 2 i .0 % # .0 lb .0 lb Actual i Num Batches: 1 Manual 11:59:32 Load 43017 lb Design WIC: 0.436 Water/Cement: 0.389 A Design 324.3 gl Actual 290.2 gl To Add: 34.1 gl Slump: 5.00 in Water in Truck: 0.0 lb Adjust Water: 0.0 lb /Load Trim Water: -20.0 lb I CY Actual WIC Ratio: 0.389 Actual Water. 290 gl Batched Cement: 6225 lb Miles Sand&Gravel Company • •. DELIVERY RECEIP 6 CUSTOMER COP' OFFICE:253.833.37( MILESFAX:253.833.37z 400 Valley Ave SAND i GRAVEL ! Puyallup,WA 98372-251 DATE CUSTOMER# ORDER# CUSTOMER P.O. JOB# PLANT* TICKET# 4/20/22 008200 870715 001579 203 205400 LOAD# CY ORDERED CY DLVRD SI UMP LOAD TIME TAX CODE CYL TAKEN PLT TIME OUT • 5 70.00 52.00 5 10:52 AM 78 FULL LOAD CUSTOMER NAME 2/3 LOAD AIR% JOB TIME IN CONCRETE SERVICES GALS JOB ADDRESS SLUMP PLC° JOB TIME OUT 1/3 LOAD NE 12TH ST & DUVALL AVE NE GALS CITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON I OUTSIDE FLAT QUANTITY UNITS )"RODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 11.00 yd 0442A 0442A 11.00 CY 5$00 ENVIRONMENTAL COMPLIANCE - RM 1.00 LD 5401 FUEL SURCHARGE-READY MIX l DRIVER# TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 2713 1151 1181 DRIVER NAME SALES TAX CORPUZ, JASON SUPERP ADDED SUBGRADE I LOAD TOTAL TERMS AND CONDITIONS GRAND TOTAL 1.HAZARDOUS MATERIA S. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with fresh concrete,rinse/flush in and eyes Immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). 2.DELIVERY CONDITION . All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide suitable roadways or approaches tq the point of delivery. if unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the right to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless against all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during delivery,the expenses of th t service and repairs to the truck associated with this incident shall be the responsibility of the Customer. 3.WASH OUT AREA. It wi I be the Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional charges may apply if a wash out area is not provided. 4.ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its employees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any claim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. 5.See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X 1 Material Description Design Oty Required Batched %Var%Moisture Actual Wat AGG01 7/8#57 1860 lb 20562 lb 20560 lb -0.01% 0.50%M 12 gl AGG04 SAND CLASS 2 1270 lb 14808 lb 14740 lb -0.46% 6.00%M 100 gl CEM02 UII AG 2021-17 564 lb 6204 lb 6175 lb -0.47% ADX03 MPOLYHEED 997 34.00 oz 374.00 oz 372.00 oz -0.53% ADX01 MBAE90 5.2 oz 57.2 oz 57.0 oz -0.35% WATO1 WATER 1 246.0 lb 1017.4 lb 1025.0 lb 0.75% 122.9 gl WAT02 HOT WATER .0 % # .0 lb .0 lb WATO3 WATER 2 .0 % # .0 lb .0 lb Actual 1 Num Batches: 1 Manual 10:51:18 Load 42527 lb ' Design W/C: 0.436 Water/Cement: 0.399 A Design 324.3 gl Actual 235.1 gl To Add: 29.3 gl Slump: 5.00 in Water in Truck: 500.0 lb Adjust Water: 0.0 lb /Load Trim Water: -20.0 lb / CY Actual W/C Ratio: 0.399 Actual Water: 295 gl Batched Cement: 6175 lb Miles Sand&Gravel Company ILI DELIVERY RECEIP CUSTOMER COP! OFFICE:253.833.37C FAX:253.833.37z M'L ES 400 Valley Ave SAND&GRAVEL Puyallup,WA 98372-251 DATE CUSTOMER# ORDER# CUSTOMER P.O. JOB# PLANT# TICKET# 4/20/22 0Q8200 870715 001579 203 205398 LOAD# CY ORDERED CY DLVRD SLUMP LOAD TIME TAX CODE FULL LOAD CYL TAKEN PLT TIME OUT 4 70.00 t 41.00 5 9:58 AM 78 GALS CUSTOMER NAME AIR% JOB TIME IN CONCRETE SE VICES 2 GLAOSD JOB ADDRESS I SLUMP PLCD JOB TIME OUT NE 12TH ST & UVALL AVE NE 1/3 LOAD GALS CITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON OUTSIDE FLAT QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 11.00 yd 0442A 0442A 11.00 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 1.00 LD 5401 FUEL SURCHARGE-READY MIX DRIVER# TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 1528 1181 1072 DRIVER NAME SALES TAX RAMIREZ,JAVIER SUPERP ADDED SUBGRADE LOAD TOTAL TERMS AND CONDITIONS GRAND TOTAL 1.HAZARDOUS MATERIA S. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come In contact with fresh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). 2.DELIVERY CONDITION . All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide hsuitable roadways or appro ches to!the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the right to stop deliveries until e conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless against all liability resulting om darhage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during delivery,the expenses of that servicle and repairs to the truck associated with this incident shall be the responsibility of the Customer. 3.WASH OUT AREA. It wil be the Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional charges may apply if a was out area is not provided. 4.ADDITON OF WATER At DIOR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its employees,agents,contrac ors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any claim for breach of any wa nty and Miles is not responsible for strength or properties of the concrete. • 5.See additional TERMS A D CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X i Material Descrip ion Design Qty Required Batched %Var%Moisture Actual Wat AGG01 7!8#57 1860 lb 20562 lb 20520 lb -0.21% 0.50%M 12 gl AGG04 SAND C 1 SS 2 1270 lb 14808 lb 14740 lb -0.46% 6.00%M 100 gl CEM02 I/II AG 202 -17 j 564 lb 6204 lb 6200 lb -0.06% ADX03 MPOLYH ED 997 34.00 oz 374.00 oz 372.00 oz -0.53% ADX01 MBAE90 5.2 oz 57.2 oz 57.0 oz -0.35% WATO1 WATER 1 246.0 lb 1517.4 lb 1480.0 It, -2.46% 177.4 gl WATO2 HOT WAT R .0 % # .0 lb .0 lb WATO3 WATER 2 1 .0 % # .0 lb .0 lb Actual , Num Batches: 1 Manual 9:57:14 Load 42967 lb Design W/C: 0.436 Water/Cement: 0.390 A Design 324.3 gl Actual 289.8 gl To Add: 34.7 gl Slump: 5.00 in Water in Truck: 0.0 lb Adjust Water: 0.0 lb /Load Trim Water: -20.0 lb / CY Actual WIC Ratio: 0.390 Actual Water. 290 gl Batched Cement: 6200 lb Miles Sand&Gravel Company • DELIVERY RECEIP" CUS'CMER COPY LAOFFICE:253.833.370 FAX:253.833.374 M'LES 400 Valley Ave N SAND&GRAVEL Puyallup,WA 98372-251 DATE CUSTOMER# ORDER S CUSTOMER P.O. JOB S PLANT S TICKET S 4120/22 008200 870715 001579 202 274150 I LOAD U CY ORDERED CY DLVRD SLUMP LOAD TIME TAX CODE CYL TAKEN PLT TIME OUT FULL LOAD 3 70.00 30.00 5 8:23 AM 78 GALS CUSTOMER NAME AIR% JOB TIME IN 2/3 LOAD CONCRETE SERVICES GALS JOB ADDRESS SLUMP PLCD JOB TIME OUT 113 LOAD NE 12TH ST & DUVALL AVE NE GALS CITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON OUTSIDE FLAT QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 9.50 yd 0442A 0442A 9.50 •CY 5300 ENVIRONMENTAL COMPLIANCE - RM 1.00 LD 5401 FUEL SURCHARGE-READY MIX DRIVER# TRUCK# I PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 3160 1072 1039 DRIVER NAME I SALES TAX TANK, BRIAN SUPERP ADDED SUBGRADE i LOAD TOTAL I TERMS AND CONDITIONS GRAND TOTAL 1.HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with fresh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). 2.DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide suitable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the right to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless against all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during delivery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. 3.WASH OUT AREA. It will be the Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional charges may apply if a wash out area is not provided. 4.ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material Is added to the concrete by or at the request of the Customer,its employees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any claim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. 5.See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X Material Description Design Qty Required Batched %Var%Moisture Actual Wat AGG01 7/8#57 1860 lb 17697 lb 17900 lb 1.15% 0.15%M 3 gl AGG04 SAND CLASS 2 1270 lb 12855 lb 12880 lb 0.20% 6.55%A 95 gl CEM02 VII AG 2021-17 564 lb 5358 lb 5305 lb -0.99% ADX01 MAIR AE90 4.5 oz 42.8 oz 44.0 oz 2.92% ADX03 MPOLYHEED 997 34 oz 323 oz 316 oz -2.17% WAT01 WATER 1 246 lb 1402 lb 1405 lb 0.23% 169 gl WATO4 WATER 3R % # lb lb WATO2 HOT WATER % # lb lb WATO3 WATER 2 % # lb lb Actual Num Batches: 1 Load 37513 lb I Design WIC 0.436 Water/Cement: 0.419 A Design 280.4 gl Actual 266.8 gl To Add: 13.8 gl Slump: 5.00 in if Water in Truck: 0.0 lb Adjust Water: 0.0 lb /Load Trim Water: -1.5 gl I CY Actual WIC Ratio: 0.419 Ac:ua'Water: 267 gl Batched Cement: 5305 lb I Miles Sand&Gravel Company tan%%%%%won cc onrvc I . DELIVERY'RECEII CUSTOMER COP OFFICE:253.833.37 FAX:253.833.37 MILES • SAND I GRAVEL 400 Valley Ave i Puyallup,WA 98372-25 DATE CUSTOMER S ORDER# CUSTOMER P.O. JOB# PLANT# TICKET# ' 4/20/22 `: 008200 870715 001579 202 274146 LOAD# CY ORDERED i CY DLVRD SLUMP LOAD TIME TAX CODE CYL TAKEN PLT TIME OUT FULL LOAD 2 70.00 20.50 5 8:07 AM 78 GALS CUSTOMER NAME AIR% JOB TIME IN 2/3 LOAD CONCRETE SERVICES GALS JOB ADDRESS SLUMP PLCD JOB TIME OUT 1/3 LOAD NE 12TH ST & DUVILL AVE NE GALS CITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON OUTSIDE FLAT QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 9.50 yd 0442A 0442A 9.50 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 1.00 LD 5401 FUEL SURCHARGE-READY MIX i DRIVER# TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 3106 1039 1181 DRIVER NAME SALES TAX COLEMAN, DANIEL SUPERP ADDED SUBGRADE LOAD TOTAL TERMS AND CONDITIONS GRAND TOTAL 1.HAZARDOUS MATERI LS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with fresh concrete,rinse/flush kin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). 2.DELIVERY CONDITIO S. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide suitable roadways or appr aches tp the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the right to stop deliveries unti the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless against all liability resultin from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during delivery,the expenses of at service and repairs to the truck associated with this incident shall be the responsibility of the Customer. 3.WASH OUT AREA. It ill be the Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional charges may apply if a wa h out area is not provided. 4.ADDITON OF WATER ND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its employees,agents,contra tors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any claim for breach of any wa my and Miles is not responsible for strength or properties of the concrete. 5.See additional TERMS ND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X T • I Material Descri lion Design Qty Required Batched %Var%Moisture Actual Wat AGG01 7/6#57 1860 lb 17697 lb 17720 lb 0.13% 0.15%M 3 gl AGG04 SAND C SS 2 ' 1270 lb 12910 lb 12840 lb -0.54% 7.00%A 101 gl CEM02 I/II AG 20 1-17 ' 564 lb 5358 lb 5360 lb 0.04% ADX01 MAIR AE 0 4.5 oz 42.8 oz 42.0 oz -1.75% ADX03 MPOLYH ED 997 34 oz 323 oz 320 oz -0.93% WATO1 WATER 1 246 lb 1347 lb 1330 lb -1.24% 160 gl WATO4 WATER 3 • % # lb lb WATO2 HOT WA ER % # lb lb WATO3 WATER 2 % # lb lb Actual Num Batches: 1 Load 37273 lb Design WIC: 0.436 Water/Cement: 0.410 A Design 280.4 gl Actual 263.7 gl To Add: 16.9 gl Slump: 5.00 in Water in Truck: 0.0 lb Adjust Water. 0.0 lb /Load Trim Water: -1.5 gl / CY Actual W/C Ratio:0.410 Actual Water. 264 gl Batched Cement: 5360 lb Miles Sand&Gravel Company • . DELIVERY RECEiF I ii4 I CUSTOMER COP OFFICE:253.833.37 FAX:253.833.37 MILES 400 Valley Ave I SAND&GRAVEL Puyallup,WA 98372-25 DATE (CUSTOMER 4 ORDER 4 CUSTOMER P.O. JOB# PLANT 4 TICKET 4 LI 4/20/22 008200 870715 001579 202 274137 LOAD S ICY ORDERED CY DLVRD SLUMP LOAD TIME TAX CODE CYL TAKEN PLT TIME OUT FULL LOAD 1 1 70.00 11.00 5 7:22 AM 78 GALS CUSTOMER NAME AIR% JOB TIME IN 2/3 LOAD CONCRETE SERVICES GALS JOB ADDRESS SLUMP PLCD JOB TIME OUT 1/3 LOAD NE 12TH ST & DUVALL AVE NE GALS CITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON OUTSIDE FLAT QUANTITY UNITS', PRODUCT CODE 1 DESCRIPTION UNIT PRICE AMOUNT 11.00 yd 0442A 0442A 11.00 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 1.00 LD !. 5401 FUEL SURCHARGE-READY MIX DRIVER* TRUCK* PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 1528 1181, DRIVER NAME I SALES TAX RAMIREZ, JAVIER SUPERP ADDED SUBGRAOE LOAD TOTAL TERMS AND CONDITIONS GRAND TOTAL 1.HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with fresh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). 2.DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide suitable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the right to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless against all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during delivery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. 3.WASH OUT AREA. It will be the Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional charges may apply if a wa h out area is not provided. 4.ADDITON OF WATER AND/OR:FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its employees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any claim for breach of any watranty and Miles is not responsible for strength or properties of the concrete. 5.See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. i X Material Description Design Qty Required Batched %Var%Moisture Actual Wat AGG01 7/8#57 i 1860 lb 20491 lb 20100 lb -1.91% 0.15%M 4 gl AGG04 SAND CLASS 2 1270 lb 14868 lb 14920 lb 0.35% 6.43%A 108 gl CEM02 I/II AG 2021-17 564 lb 6204 lb 6255 lb 0.82% ADX01 MAIRAE90 4.5 oz 49.5 oz 49.0 oz -1.01% ADX03 MPOLYHEED 997 34 oz 374 oz 376 oz 0.53% WAT01 WATER 1I 246 lb 1640 lb 1615 lb -1.50% 194 gl WATO4 WATER 3t2 % # lb lb WATO2 HOT WATER % # lb lb WATO3 WATER 2 i % # lb lb Actual Num Batches: 1 Load 42917 lb I Design WIC: 0.436 Water/Cement: 0.407 A Design 324.7 gl Actual 305.6 gl To Add: 19.3 gl Slump: 5.00 in ak, Water in Truck: 0.0 lb Adjust Water: 0.0 lb /Load Trim Water: -1.5 gl / CY Actual WiC Ratio: 0.407 L Actual Water: 305 gl Batched Cement: 6255 lb i Miles Sand&Graver Company WWW Mn CC onrWa DELIVERY Kit, CUSTOMER COrtl'Y—* 114 1 OFM.253.H33.33 05 FAX:253.833.3746 MILES 400 Valley Ave NE Puyallup,WA 98372-2516 SAND&GRAVEL PLANT# TICKET# ATE CUSTOMER# rRDER# CUSTOMER P.O. JOB#001579 01 79 202 273898 _ 4114/22 I 008200 870716 J CYL TAKEN PLT TIME OUT .DAD# CY ORDERED CY DLVRD SLUMP LOAD TIME TAX CODE FULL LOAD 4 9:18 AM 78 1 70.00 10.25 GALS AIR% JOB TIME IN CUSTOMER NAME 2/3 LOAD GALS CONCRETE SERVICES -- SLUMP PLCD JOB TIME OUT JOB ADDRESS 113 LOAD GALS NE 12TH ST & DUVALL AVE NE CITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY- PLT TIME IN RENTON OUTSIDE FLAT QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 10.25 yd 0442A 0442A 10.25 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 1.00 LD 5401 FUEL SURCHARGE-READY MIX DRIVER# TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 3115 1135 SALES TAX DRIVER NAME CURTIS,TONY LOAD TOTAL SUPERP ADDED SUBGRADE GRAND TOTAL TERMS AND CONDITIONS 1.HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with fresh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). 2.DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide suitable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the right to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless against all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during delivery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. 3.WASH OUT AREA. It will be the Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional charges may apply if a wash out area is not provided. 4.ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its employees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any claim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. 5.See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X Material Description Design Qty Required Batched %Var%Moisture Actual Wat AGGO1 7/8#57 1860 lb 19094 lb 19100 lb 0.03% 0.15%M 3 gl AGG04 SAND CLASS 2 1270 lb 14048 lb 13920 lb -0.91% 7.92%A 122 gl CEM02 I/II AG 2021-17 564 lb 5781 lb 5785 lb 0.07% ADX01 MAIR AE90 4.5 oz 46.1 oz 45.0 oz -2.44% ADX03 MPOLYHEED 997 34 oz 349 oz 344 oz -1.29% WATO1 WATER 1 246 lb 1001 lb 1000 lb -0.05% 120 gl WATO4 WATER 3R % # lb lb WATO2 HOT WATER 25 % # 334 lb 325 lb -2.55% 39 gl WATO3 WATER 2 % # lb lb Actual Num Batches: 1 Lcad 40154 lb Design W/C: 0.436 Water/Cement: 0.410 A Design 302.6 gl Actual 285.0 gl To Add: 17.8 gl Slump: 4.00 in Water in Truck: 0.0 lb Adjust Water. 0.0 lb /Load Trim Water: -1.5 gl / CY Actual W/C Ratio:0.410 Actual Water: 285 gl Batched Cement: 5785 lb Miles Sand R(;ravel Company UtLIVtKY Kt(:tIF'I CUSTOMER COPY OFFICE:253.833.3705 FAX:253.333.3746 MILES 400 Valley Ave NE SAND&GRAVEL Puyallup,WA 98372-2516 DATE CUSTOMER# ORDER# 'CUSTOMER P.O. JOB# PLANT# TICKET# 4/14/22 008200 870716 001579 202 273906 . _OAD# CY ORDERED CY DLVRD SLUMP LOAD TIME TAX CODE CYL TAKEN PLT TIME OUT FULL LOAD 2 70.00 21.25 4 10:00 AM 78 GALS CUSTOMER NAME AIR% JOB TIME IN 2/3 LOAD CONCRETE SERVICES GALS JOB ADDRESS SLUMP PLCD JOB TIME OUT 1/3 LOAD NE 12TH ST & DUVALL AVE NE GALS CITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON OUTSIDE FLAT QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 11.00 yd 0442A 0442A 11.00 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 1.00 LD 5401 FUEL SURCHARGE-READY MIX )RIVER# TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 2501 1170 1135 )RIVER NAME SALES TAX DICKSON, KEVIN ;UPERP ADDED SUBGRADE LOAD TOTAL TERMS AND CONDITIONS GRAND TOTAL .HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with esh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). .DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide uitable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the ght to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless gainst all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during elivery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. .WASH OUT AREA. It will be the Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional harges may apply if a wash out area is not provided. .ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its mployees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any laim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X Material Description Design Qty Required Batched %Var%Moisture Actual Wat 40001 718 1157 1880 lb 20491 lb 20380 lb -0.54% 0.15%M 4 gl AGG04 SAND CLASS 2 1270 lb 15086 lb 15120 lb 0.23% 7.99%A 134 gl �EM02 till AG 2021-17 564 lb 6204 lb 6265 lb 0.98% ADX01 MAIR AE90 4.5 oz 49.5 oz 48.0 oz -3.03% DX03 MPOLYHEED 997 34 oz 374 oz 372 oz -0.53% NAT01 WATER 1 246 lb 1067 lb 1065 lb -0.16% 128 gl NATO4 WATER 3R % # lb lb NATO2 HOT WATER 25 % # 356 lb 370 lb 4.06% 44 gl NATO3 WATER 2 % # lb lb Actual Num Batches: 1 .oad 43226 lb Design W/C: 0.436 Water/Cement: 0.412 A Design 324.7 gl Actual 310.0 gl To Add: 14.9 gl Slump: 4.00 in Water in Truck: 0.0 lb Adjust Water: 0.0 lb /Load Trim Water: -1.5 gl / CY \ctual W/C Ratio: 0.412 Actual Water. 310 gl Batched Cement: 6265 lb Miles Sand&Gravel Company WWIY till CC ORF VC I DELIVERY RECEIPT CUSTOMER COPY OFFICE:253.833.3705 MILES FAX:253.833.374E 400 Valley Ave NE SAND&GRAVEL Puyallup,WA 98372-2516 DATE CUSTOMER# ORDER# CUSTOMER P.C. JOB S PLANT# TICKET S 4/14/22 008200 870716 001579 202 273912 LOAD# CY ORDERED CY DLVRD SLUMP LOAD TIME TAX CODE CYL TAKEN PLT TIME OUT FULL LOAD 3 70.00 32.25 4 10:44 AM 78 GALS CUSTOMER NAME AIR% JOB TIME IN 2/3 LOAD CONCRETE SERVICES GALS JOB ADDRESS SLUMP PLOD JOB TIME OUT 1/3 LOAD NE 10TH ST & DUVALL AVE NE GALS CITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON OUTSIDE FLAT QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 11.00 yd 0442A 0442A 11.00 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 1.00 LD 5401 FUEL SURCHARGE-READY MIX DRIVER# TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 1696 1180 1170 DRIVER NAME SALES TAX WAGNER, BRIAN 3UPERP ADDED SUBGRADE LOAD TOTAL fir. - TERMS AND CONDITIONS GRAND TOTAL _HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation,Avoid contact with skin and eyes.If you should come in contact with "esh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). .DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide uitable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the ght to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless gainst all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during elivery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. .WASH OUT AREA. It will be the Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional harges may apply if a wash out area is not provided. .ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its mployees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any !aim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. .See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X • 1aterial Description Design Oty Required Batched %Var°/Moisture Actual Wat GG01 7/8#57 1860 lb 20491 lb 20340 lb -0.74% 0.15%M 4 gl NGG04 SAND CLASS 2 1270 lb 14913 lb 14880 lb -0.22% 6.75%A 113 gl :EM02 I/II AG 2021-17 564 lb 6204 lb 6215 lb 0.18% 4DX01 MAIR AE90 4.5 oz 49.5 oz 50.0 oz 1.01% NDX03 MPOLYHEED 997 34 oz 374 oz 372 oz -0.53% NATO1 WATER 1 246 lb 1594 lb 1585 lb -0.59% 190 gl NATO4 WATER 3R % # lb lb NATO2 HOT WATER % # lb lb NATO3 WATER 2 °/ # lb lb actual Num Batches: 1 .cad 43046 lb Design W/C: 0.436 Water/Cement: 0.411 A Design 324.7 gl Actual 306.8 gl To Add: 18.1 gl dump: 4.00 in Water in Truck: 0.0 lb Adjust Water: 0.0 lb /Load Trim Water: -1.5 gl / CY \ctual W/C Ratio: 0.411 Actual Water: 307 gl Batched Cement: 6215 lb IJIi:PS 8n:3 Grav_.. _omp3h, www.MiLEs.nnnec • 1 _ DELIVERY RECEIPT CUSTOMER COPY OFFICE:253.833.3705 MILESFAX:253.833.3746 SAND&GRAVEL 400 Valley Ave NE Puyallup,WA 98372-2516 DATE CUSTOMER# ORDER# CUSTOMER P.O. JOB# PLANT# TICKET# 4/14/22 008200 870716 001579 202 273925 LOAD# CY ORDERED CY DLVRD SLUMP LOAD TIME TAX CODE CYL TAKEN PLT TIME OUT FULL LOAD 4 70.00 42.50 4 11:49 AM 78 GALS CUSTOMER NAME AIR% JOB TIME IN 2/3 LOAD CONCRETE SERVICES GALS JOB ADDRESS SLUMP PLCD JOB TIME OUT 1/3 LOAD NE 10TH ST & DUVALL AVE NE GALS CITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON OUTSIDE FLAT QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 10.25 yd 0442A 0442A 10.25 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 1.00 LD 15401 FUEL SURCHARGE-READY MIX • )RIVER# TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 1053 1137 1180 )RIVER NAME SALES TAX RITTER, CHARLES 3UPERP ADDED SUBGRADE LOAD TOTAL TERMS AND CONDITIONS GRAND TOTAL .HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with 'esh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). .DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide uitable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the ght to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless gainst all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during elivery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. .WASH OUT AREA. It will be the Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional harges may apply if a wash out area is not provided. .ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its mployees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any laim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. .See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X Material Description Design Qty Required Batched %Var°!Moisture Actual Wat 4GGO1 7/8#57 1860 lb 19094 lb 18980 lb -0.59% 0.15%M 3 gl AGG04 SAND CLASS 2 1270 lb 13889 lb 13740 Ia -1.07% 6.69%A 103 gl CEM02 I/II AG 2021-17 564 lb 5781 lb 5750 lb -0.54% 4DX01 MAIR AE90 4.5 oz 46.1 oz 46.0 oz -0.27% 4DX03 MPOLYHEED 997 34 oz 349 oz 352 oz 1.00% NAT01 WATER 1 246 lb 1493 lb 1480 lb -0.89% 178 gl AATO4 WATER 3R % # lb lb JVATO2 HOT WATER % # lb lb JVATO3 WATER 2 % # lb lb 4ctual Num Batches: 1 -oad 39975 lb Design W/C: 0.436 Water/Cement: 0.412 A Design 302.6 gl Actual 284.5 gl To Add: 18.3 gl >lump: 4.00 in Water in Truck. 0.0 lb Adjust Water 0.0 lb I Load Trim Water: -1.5 gl / CY actual WIC Ratio: 0.412 Actual Water: 284 gl Batched Cement: 5750 lb • Mtias Sand&Gravel Company wwwmi cc anrva I .di I DELIVERY RECEIPT CUSTOMER COPY OFFICE:253.833.3705 FAX:253.833.3746 M I LES 400 Valley Ave NE SAND i GRAVEL Puyallup,WA 98372-2516 DATE CUSTOMER# ORDER# CUSTOMER P.O. JOB# PLANT# TICKET# 4/14/22 008200 870716 001579 203 205280 -OAD# CY ORDERED CY DLVRD SLUMP LOAD TIME TMCODE CYL TAKEN PLT TIME OUT 5 70.00 53.50 4 I 12:26 PM 78 FULL LOAD GALS ;USTOMER NAME AIR% JOB TIME IN CONCRETE SERVICES 2/3LOAD GALS IOB ADDRESS SLUMP PLCD JOB TIME OUT NE 10TH ST & DUVALL AVE NE 1/3LOAD GALS ;ITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON OUTSIDE FLAT QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 11.00 yd 0442A 0442A 11.00 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 1.00 LD 5401 FUEL SURCHARGE-READY MIX )RIVER# TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 2640 1152 1137 )RIVER NAME SALES TM SOKIMI, SELESESE •UPERP ADDED SUBGRADE LOAD TOTAL TERMS AND CONDITIONS GRAND TOTAL HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with .9sh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide /itable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the )ht to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless jainst all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during ;livery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. WASH OUT AREA. It will be the Customers responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional )arges may apply if a wash out area is not provided. ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its nployees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject revoke acceptance or assert any aim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X Material Description Design Qty Required Batched %Var%Moisture Actual Wat AGGOI 7/8#57 1860 lb 20562 lb 20680 lb 0.57% 0.50%M 12 gl AGGo4 SAND CLASS 2 1270 lb 14738 lb 14680 lb -0.40% 5.50%M 92 gl CEM02 I/II AG 2021-17 564 lb 6204 lb 6205 lb 0.02% ADXO3 MPOLYHEED 997 34.00 oz 374.00 oz 372.00 oz -0.53% ADX01 MBAE90 5.2 oz 57.2 oz 57.0 oz -0.35% WATO1 WATER 1 246.0 lb 849.2 lb 845.0 ib -0.49% 101.3 gl ,NATO2 HOT WATER 25.0 % # 283.1 lb 280.0 lb -1.08% 33.6 gl A/ATO3 WATER 2 .0 % # .0 lb .0 lb Actual Num Batches: 1 Manual 12:26:13 _oad 42717 lb Design W/C: 0.436 Water/Cement: 0.386 A Design 324.3 gl Actual 238.8 gl To Add: 37.4 gl dump: 4.00 in Water in Truck: 400.0 lb Adjust Water: 0.0 lb I Load Trim Water: -25.0 lb I CY actual WIC Ratio: 0.386 Actual Water. 287 gl Batched Cement: 6205 lb Miles Sand&Gravel Cnr ipan; • DELIVERY RECEIPT I 6741 CUST MER COPY OFFICE:253.833.3705 FAX:253.833.3746 MILES400 Valley Ave NE SAND&GRAVEL Puyallup,WA 98372-2516 DATE CUSTOMER# ORDER# CUSTOMER P.O. JOB# PLAINT# TICKET# 4/14/22 008200 870716 001579 202 273936 LOAD# . CY ORDERED CY DLVRD SLUMP LOAD TIME TAX CODE CYL TAKEN PLT TIME OUT FULL LOAD 6 70.00 63.75 4 12:54 PM 78 GALS CUSTOMER NAME AIR% JOB TIME IN 2/3 LOAD CONCRETE SERVICES GALS JOB ADDRESS SLUMP PLCD JOB TIME OUT 1/3 LOAD NE 10TH ST & DUVALL AVE NE GALS CITY WORK TYPE IREV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON - OUTSIDE FLAT j • QUANTITY UNITS PRODUCT CODE I DESCRIPTION UNIT PRICE AMOUNT 10.25 yd 0442A 0442A 10.25 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 1.00 LD 5401 FUEL SURCHARGE-READY MIX DRIVER# TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 3041 1136 1152 DRIVER NAME SALES TAX DAVIES, LEVI 3UPERP ADDED SUBGRADE LOAD TOTAL TERMS AND CONDITIONS GRAND TOTAL .HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with 'esh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). .DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide uitable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the ght to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless gainst all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during elivery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. .WASH OUT AREA. It will be the Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional harges may apply if a wash out area is not provided. .ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its mployees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any !aim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X Aaterial Description Design Qty Required Batched %Var%Moisture Actual Wat kGG01 7/8#57 1860 lb 19094 lb , 19060 lb -0.18% 0.15%M 3 gl aGG04 SAND CLASS 2 1270 lb 13619 lb 13460 lb -1.17% 4.62%E 71 gl ;EM02 I/II AG 2021-17 564 lb 5781 lb 5770 lb -0.19% kDX01 MAIRAE90 4.5 oz 46.1 oz 45.0 oz -2.44% 1/4DX03 MPOLYHEED 997 34 oz 349 0z 348 oz -0.14% NAT01 WATER 1 246 lb 1764 lb 1750 lb -0.77% 210 gl NAT04 WATER 3R % # lb lb NATO2 HOT WATER % # lb lb NATO3 WATER 2 % # lb lb \ctual Num Batches: 1 oad 40065 lb Design W/C: 0.436 Water/Cement 0.411 A Design 302.6 gl Actual 284,7 gl To Add: 18.0 gl lump: 4.00 in Water in Truck: 0.0 lb Adjust Water: 0.0 lb /Load Trim Water: -1.5 gl / CY tctual W/C Ratio: 0.411 Actual Water: 285 gl Batched Cement: 5770 lb Miles Sand&Gravel Company WWW MR FR anrwC DELIVERY RECEIPT. I . 1 CUSTMER COPY V OFFICE:253.833.3705 FAX:253.833.3746 MILES 400 Valley Ave NE SAND&GRAVEL Puyallup,WA 98372-2516 DATE CUSTOMER# ORDER# CUSTOMER P.O. JOB# PLANT# TICKET# 4/14/22 008200 870716 001579 202 273938 _OAD# • CY ORDERED CY DLVRD SLUMP LOAD TIME TAX CODE CYL TAKEN PLT TIME OUT FULL LOAD 7 73.25 73.25 4 1:37 PM 78 GALS CUSTOMER NAME AIR% JOB TIME IN 2/3 LOAD CONCRETE SERVICES GALS JOB ADDRESS SLUMP PLCD JOB TIME OUT 1/3 LOAD NE 10TH ST & DUVALL AVE NE GALS ,ITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON OUTSIDE FLAT QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 9.50 yd 0442A 0442A 9.50 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 1.00 LD 5401 FUEL SURCHARGE-READY MIX )RIVER# TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 3106 1039 1136 )RIVER NAME SALES TAX COLEMAN, DANIEL ;UPERP ADDED SUBGRADE LOAD TOTAL TERMS AND CONDITIONS GRAND TOTAL .HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come In contact with esh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). .DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide uitable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the ght to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless gainst all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during elivery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. WASH OUT AREA. It will be the Customer's responsibility to provide a suitable area for the trucks to rinse and dean before leaving the job site.Additional harges may apply if a wash out area is not provided. .ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its mployees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any aim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. .See additional TERMS AND CONDITIONS on reverse, I have read and agree to the terms and conditions on the delivery ticket. X vlaterial Description Design Qty Required Batched %Var%Moisture Actual Wat 4GG01 7!e#57 1560 lb 17697 lb 17660 lb -0.21% 0.15%M 3 gl 4GG04 SAND CLASS 2 1270 Pb 12781 lb 12840 lb 0.46% 5.94%A 86 gl .:,EM02 I/II AG 2021-17 564 lb 5358 lb 5355 lb -0.06% 4DX01 MAIR AE90 4.5 oz 42.8 oz 42.0 oz -1.75% NDX03 MPOLYHEED 997 34 oz 323 oz 320 oz -0.93% NATO1 WATER 1 246 lb 1475 lb 1465 lb -0.71% 176 gl NATO4 WATER 3R % # lb lb NATO2 HOT WATER % # lb lb NAT03 WATER 2 % # lb lb Nctual Num Batches: 1 -oad 37343 lb Design W/C: 0.436 Water/Cement 0.413 A Design 280.4 gl Actual 265.3 gl To Add: 15.2 gl ilump: 4.00 in Water in Truck: 0.0 lb Adjust Water: 0.0 lb /Load Trim Water: -1.5 gl / CY \ctuai W/C Ratio: 0.413 Actual Water: 265 gl Batched Cement: 5355 lb Miles Sand&Gravel Company Ilnuw Mu CC ufMUC 1 . DELIVERY RECEIPT I CUSTOMER COPY OFFICE:253.833.3705 FAX:253.833.3746 MILES 400 Valley Ave NE SAND i GRAVEL Puyallup,WA 98372-2516 DATE CUSTOMERS ORDER# CUSTOMER P.O. JOB# PLANT it TICKET# 4/8/22 054800 872409 000377 202 273698 _OAD# CY ORDERED CY DLVRD SLUMP LOAD TIME TAX CODE CYL TAKEN PLT TIME OUT FULL LOAD 2 20.00 20.00 4 11:01 AM 01 GALS DUSTOMER NAME AIR% JOB TIME IN 2/3 LOAD TOTEM ELECTRIC GALS 106 ADDRESS SLUMP PLCD JOB TIME OUT 1/3 LOAD DUVALL AVE NE & NE 10TH ST GALS :ITY WORK TYPE !REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON FOOTINGS i QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 9.25 yd 04432F 04432F 9.25 CY 5300 ' ENVIRONMENTAL COMPLIANCE - RM 1.00 LD 5401 FUEL SURCHARGE-READY MIX )RIVER# TRUCK S PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 2713 1151 1093 )RIVER NAME SALES TAX 2ORPUZ, JASON . ;UPERP ADDED SUBGRADE,y. LOAD TOTAL TERMS AND CONDITIONS GRAND TOTAL .HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with esh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). .DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide citable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the ght to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless gainst all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during livery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. WASH OUT AREA. It will be the Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional larges may apply if a wash out area is not provided. ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer.its nployees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any aim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X taterial Description Design Qty Required Batched %Var%Moisture Actual Wat ,GG02 PEA#8 1750 lb 16228 lb 16140 lb -0.54% 0.25%M 5 gl GG04 SAND CLASS 2 1360 lb 13116 lb 13180 lb 0.49% 4.26%A 65 gl ;EM02 I/II AG 2021.17 560 lb 5180 lb 5145 lb -0.68% ;EM04 CLASS F LAF 10-21 100 lb 925 lb 930 lb 0.54% ,DX03 MPOLYHEED 997 20 oz 185 oz 184 oz -0.54% iDX05 MSET DELVO 40 oz 370 oz 372 oz 0.54% VATO1 WATER 1 290 lb 1836 lb 1835 lb -0.07% 220 gl VATO4 WATER 3R % # lb lb VATO2 HOT WATER % # lb lb VATO3 WATER 2 % # lb lb ctual Num Batches: 1 oad 37265 lb Design W/C: 0.439 Water/Cement: 0.397 A Design 321.9 gl Actual 289.7 gl To Add: 32.3 gl ,lump: 4.00 in Water in Truck: 0.0 lb Adjust Water: 0.0 lb /Load Trim Water: -3.5 gl / CY ,ctual W/C Ratio: 0.397 Actual Water: 290 gl Batched Cement: 6075 lb Miles Sand&Gravel Company I . DELIVERY R'ECEIPI CUSTOMER COPY r. OFFICE:253.833.370E MILES FAX:253.333.374E SAND&GRAVEL 400 Valley Ave NE Puyallup,WA 98372-2516 (DATE CUSTOMER# ORDER# CUSTOMER P.O. JOB# PLANT# TICKET# 1 4/8/22 054800 872409 000377 202 273692 LOAD# CY ORDERED CY DLVRD SLUMP LOAD TIME TAX CODE CYL TAKEN PIT TIME OUT 1 20.00 10.75 4 10:20 AM 01 FULL GALSAD CUSTOMER NAME AIR% JOB TIME IN 3 TOTEM ELECTRIC yGALSD f JOB ADDRESS SLUMP PLCD JOB TIME OUTLO DUVALL AVE NE & NE 10TH ST 113 GA SAD CRY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON FOOTINGS QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 10.75 yd 04432F 04432F 10.75 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 1.00 LD 5401 FUEL SURCHARGE-READY MIX )RIVER f TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 3324 1093 )RIVER NAME SALES TAX VICCORD. ROBERT _ ;UPERP ADDED SUBGRADE LOAD TOTAL TERMS AND CONDITIONS GRAND TOTAL .HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with esh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide citable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the aht to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless 3ainst all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during slivery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. WASH OUT AREA. It will be the Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional )arges may apply if a wash out area is not provided. ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its nployees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any aim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X taterial Description Design Oty Required Batched %Var%Moisture Actual Wat \GG02 PEA#8 1750 lb 18860 lb 18860 lb 0.00% 0.25%M 6 gl 4G04 SAND CLASS 2 1360 lb 15279 lb 15080 lb -1.30% 4.50%E 78 gl :EM02 I/II AG 2021-17 560 lb 6020 lb 5965 lb -0.91% :EM04 CLASS F LAF 10-21 100 lb 1075 lb 1065 lb -0.93% +DXO3 MPOLYHEED 997 20 oz 215 oz 212 oz -1.40% ‘DX05 MSET DELVO 40 oz 430 oz 428 oz -0.47% VAT01 WATER 1 290 lb 2098 lb 2095 lb -0.16% 251 gl VATO4 WATER 3R % # lb lb VATO2 HOT WATER % # lb lb VATO3 WATER 2 % # lb lb Ictual Num Batches: 1 oad 43105 lb Design W/C: 0.439 Water/Cement 0.397 A Design 374.1 gl Actual 335.1 gl To Add: 39.2 gl lump: 4.00 in Water in Truck: 0.0 lb Adjust Water: 0.0 lb I Load Trim Water: -3.5 gl / CY ,ctual W/C Ratio: 0.397 Actual Water: 335 gl Batched Cement 7030 lb Miles Sand&Gravel Company WWW out co onrwc e, KESBDE TENT DIVISION Ticket#: 4072876 sr QNEA.BST, MS 18- SE 256th STREET Covington,WA 98041 Date: 4/28/22 253-631-3611 1 /. 7 9 Time: 9:42 am ***Delivery*** Customer Information Job Information ID: 112414 ID: 156 PO#: Name: Reed Trucking&Excavating Name: 0 Address: 2207 Inter Ave#A Location: Puyallup,WA 98372 Phone: 253-841-4837 Item: 0- Truck and Carrier Information Truck Weights Truck 1D: Reed Gross Tare Net Descript: 8-11 42200 lb 32100 lb 10100 lb Carrier ID: 1 21.10 Tn 16.05 Tn 5.05 Tn Name: 0 19.14 Mg 14.56 Mg 4.58 Mg Product and Load Totals ID: 180 JMF#: Name: EZ STREET ASPHALT Today: 1 Loads 5.05 Tn 4.58 Mg To Date: 1 Loads 5.05 Tn 4.58 Mg Seal: 307 . Weighmaster: Jack M Driver Copy ..-- ,. OFFICE COPY Ticket: 45117767 WITR, ICON Materials ,_ -- • .w?*" K-----v•P' 04504-Seattle Asphalt Date: 4/26/2022 . Time: 12:1141 :32PM 1115 South 96th icoll Seattle,WA 98108 Vehicle: REE 769 ..,- 3 , LimYY6:0764:1%1I Customer: 60439 Order: - --- Cust,Name: Reed Trucking&Excavatirig Disp ft: Poun s Tons ----- Address&Instructions: Job: . • Gross 315,740 17.87 P.O.: 156 RENTON . • . Tare 22,320 16.16 • Net 3,420 1.71 • Weigh-master: Rick Shea-rer . . . Product • Loads -13210....Z. TiCl___ _Q..V. U.OM 12144250 1/2"PG 58H-22(64-22) 1 1.71 1.71 Ton . . - . Thank you for your business! . ..—...........m-rp.p,RATuRE,CAN EXCEED 330 DEGREES.We appropriate protective equipment when working with HMA. See reverse side for warranty and shipment deliveryiconditions. -- . . ' KANGLEY ---, Kangley Rock&Recycling Locations (__A ROCK & RECYCLING KANGLEY PIT (Plant#211 32530 SE Ken.:-Kangley Rd.,Ravensdale,WA 98051 ACCOUNTING:9125 TENTH AVENUE SOUTH BLACK RIVER (Rant# -(805)658•09126 7 DELIVERY TICKET 206)768-1000 510 Monstereer Rd.Renton.WA 98055 SEATTLE,WA 98108 • LAKE FRANCIS (Plant#23)-(206)658-0872 ? ACCOUNTING (206)768-1000 22501 SE Lake Francis Rd.Maple Valley,WA 98038 FAX (206)763-2730 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY,INC. Cedar Mountain Reclamation 17877 Cedar Grove Rd.SE,Maple Valley,WA 98038 SALES& Plant#20-(205)658-0913 ORDER DESK (206)768-1000 MAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT DATE CUSTOMER NO. ORDER NO. PROJECT I PLANT# 22 CUSTOMER NAME CUSTOMER P.O. JOB NO. DELIVERY TICKET NO. JOB ADDRESS .� ' ,, a{ii ' f� COLLECT ON DELIVERY(C.O.D.) ❑CASH ❑CHECK# ❑CHARGE SPECIAL INSTRUCTIONS CARD# EXP. 0 VISA ❑MASTERCARD ❑ DISCOVER QUANTITY U.M. PRODUCT DESCRIPTION TONS TOTAL UNIT PRICE > AMOUNT ~ r TN 650!I SS'RCA TOP CRS A-s 16 TYPE 23.E 43.66 TN 70010 WA STATE SICK LEAVE SURCI 23.92 TN 70015 ENVIRONMENTAL SURCHARGE ''-;',"° ..._ TN 70020 AGGREGATE FUEL SURCH.AR, . • • Li • - 1 F:e?'.1+-•a :*'[..;fs Y4ll ait'a ..fit X.{20-00 ,,yt DRIVER TRUCK NO. ORDERED RY REMIT PAYMENT TO 9125 10th AVE.S. SUB-TOTAL DISPATCHER TAX CODE TIME DUE SEATTLE,WA 98108 -- Vs i 12 •j! TERMS ON REVERSE SALES TAX RELEASE— CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS KANGLEY ROCK&RECYCLING,A DIVISION OF GARY MERLINO CONSTRUCTION CO,pV , INC. FOR ANY DAMAGE TO HIS REAL OR PERSONAL PROPERTY BALANCE FORWARD OAUSED BY DELIVERY OF MATERI_ BOVE.DETAILS ON REVERSE. ':USTOMER SIGNATURE TOTAL 'PINT NAME /G ,t r DATE / ,. - `"'J ) AMOUNT FV 0.1-2009 CUSTOMER COPY KANGLEY Kangley Rock&Recycling Locations ,.. I ,�b ' ROCK & RECYCLING KANGLEYPfT (Pant#21)32 BLACK C0 SEVER(Plant 2R2., (206) 5l YVA98061 DELIVERY TICKET ACCOUNTING:9125 TENTH AVENUE SOUTH BLACK RIVER (Plant n 22)-980550 658-0912 SEATTLE,WA 98108 5'0 Monster Rd.Renton,WA (206)768 1000 LAKE FRANCIS (Plant#23)-(206)658-0872 A -5/""- ACCOUNTING (206)768-1000 22501 SE Lake Francis Rd.Maple Valley.WA 98038 FAX (206)763-2730 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY,INC. Cedar Mountain Reclamation SALES& 17877 Cedar Grove Rd.SE.Maple Valley,WA 98038 Plant#20-(206)658-0913 ORDER DESK (206)768 1000 MAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB I ARRIVE PLANT • t DATE CUSTOMER NO. ORDER NO. PROJECT PLANT# .)tii,:t: _ -' , 730100 727311 _ -,, CUSTOMER NAME CUSTOMER P.O. JOB NO. DELIVERY TICKET NO. :. FYC AVATtNr 7 INC. . JOB ADDRESS COLLECT ON DELIVERY(C.O.D.) ❑CASH ❑CHECK#-- ❑CHARGE RENTON SPECIAL INSTRUCTIONS CARD# EXP.---/ ❑VISA ❑MASTERCARD ❑ DISCOVER PRODUCT TOTAL QUANTITY U.M. CODE DESCRIPTION TONS UNIT PRICE AMOUNT 19.74 TN C150 i 1 51$'RCA TOP CRS A-516 TYPE 19.74 14}74 19.74 €N 70010 WA STAlE SICK LEAVE SURCH 19.74 19.74 TN 700Th EN111ONMENTAL SURCHARCI 19.74 19.74 TN 7QQ20 AGGREGATE FUEL SURCHAR( 19.74 i . t o - ...r'. •, • e <. ( ICI r-4T .;,:s 7162000 T. 32 r DRIVER TRUCK NO. ORDERED BY REMIT PAYMENT TO,.'_.. SUB-TOTAL 9125 10th AVE.S. DISPATCHER TAX CODE TIME DUE SEATTLE,WA 98108 -` .:'77* TERMS ON REVERSE SALES TAX RELEASE—CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS KANGLEY ROCK&RECYCLING,A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC. FOR ANY DAMAGE TO HIS REAL OR PERSONAL PROPERTY BALANCE FORWARD CAUSED BY DELIVERY OF MATERIALS J.,ISTED ABOVE.DETAILS ON REVERSE. CUSTOMER SIGNAT E __,. _ TOTAL PRINT NAME ;,� DATE7 AMOUNT 1EV 04-2009 CUSTOMER COPY 'KANGLEY .•t Kangley Rock&Recycling Locations ROCK & RECYCLING KANGLEY PIT (Plariy2t) 32500 SE Kent-Kangley Rd.,Ravensdale,WA 98051 ACCOUNTING:9125 TENTH AVENUE souTFl BLACK RIVER (Rant#22)-(206)658-0912 DELIVERY TICKET 513 Monster Rd.Renton,WA 98055 SEATTLE,WA 98108 • (206)768-1000 LAKE FRANCIS (Plant#23)-(206)658-0872 ACCOUNTING (206)768-1000 22501 SE Lake Francis Rd.Maple Valley,WA 98038 FAX (206)763-2730 DIVISION OF GARY MERLINO CONSTRUCTION COMPANY,INC. Cedar Mountain Reclamation SALES& 17877 Cedar Grove Rd.SE,Maple Valley,WA 98038 Plant#20-(206)658-0913 ORDER DESK (206)768-1000 MAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT DATE CUSTOMER NO. ORDER NO. PROJECT PLANT# CUSTOMER NAME CUSTOMER P.O. JOB NO. DELIVERY TICKET NO. JOB ADDRESS COLLECT ON DELIVERY(C.O.D.) ❑CASH ❑CHECK# ❑CHARGE CARD 6 EXP. / SPECIAL INSTRUCTIONS D VISA ❑MASTERCARD ❑ DISCOVER QUANTITY U.M. PRODUCT DESCRIPTION TONS TOTAL UNIT PRICE AMOUNT CAI_ •k • DRIVER TRUCK NO. ORDERED BY REMIT PAYMENT TO SUB-TOTAL 9125 10th AVE.S. DISPATCHER TAX CODE TIME DUE SEATTLE,WA 98108 TERMS ON REVERSE SALES TAX RELEASE—CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS KANGLEY ROCK&RECYCLING,A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC. FOR ANY DAMAGE TO HIS REAL OR PERSONAL PROPERTY BALANCE FORWARD CAUSED BY DELIVERY OF MATERIALS LISTED ABOVE.DETAILS ON REVERSE. CUSTOMER SIGNAL UFHE - TOTAL • AMOUNT PRINT NAME • DATE REV 04-2009 CUSTOMER COPY (ANGLEY Kangley Rock&Recycling Locations ^t KANGLEY PIT(Plant#21) IOCK & RECYCLING 32500 SE Kent-Kangley Rd..Ravensdale,WA98051 DELIVERY TICKET BLACK RIVER (Plant#22)-(205)659-0912 CCOUNTING:9125 TENTH AVENUE SOUTH 510 Monster Rd.Renton.WA 98055 ---. ^\�\ j c,; ACCOUNTING (206)768-1000 SEATTLE,WA 98108 • (206)768-1000 LAKE FRANCIS (Plant#23)-(206)658-0872 l,_ _s't- - 206 763-2730 22501 SE Lake Francis Rd.Maple Valley,WA 96038 FAX (206) DIVISION OF GARY MERLINO CONSTRUCTION COMPANY,INC. Cedar Mountain Reclamation SALES& 1787 Cedar Grove Rd.SE,Maple Valley,WA98036 ORDER DESK (206)768-1000 Plant#20-(206)658-0913 MAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT ( DATE CUSTOMER NO. ORDER NO. PROJECT PLANT# CUSTOMER NAME CUSTOMER P.O. JOB NO. DELIVERY TICKET NO. JOB ADDRESS COLLECT ON DELIVERY(C.O.D.) 0 CASH ❑CHECK# - 0 CHARGE CARD# - EXP. SPECIAL INSTRUCTIONS Li VISA ❑MASTERCARD ❑ DISCOVER PRODUCT DESCRIPTION TONS TOTAL UNIT PRICE AMOUNT QUANTITY U.M. C*DE Y f a,. F r• . -.i. ''•'. 4 • w a r N DRIVER TRUCK NO. ORDERED BY REMIT PAYMENT TO SUB-TOTAL -912510th AVE.S. DISPATCHER TAX CODE TIME DUE SEATTLE,WA 98108 SALES TAX TERMS ON REVERSE RELEASE—CUSTOMER RELEASES AND AGREES T94iQLRMLESS KANGLEY ROCK&RECYCLING,A DIVISION OF GARY MERLINO CONSTRUCTIO NY, 16C.,0'QR ANY DAMAGE TO HIS REAL OR PERSONAL PROPERTY BALANCE FORWARD CAUSED BY DELIVERY OF MATERIALS L VC DETAILS ON REVERSE. - CUSTOMER SIGNATURE - ! -'� / „ TOTAL t.7 AMOUNT PRINT NAME -, �,r �Mw DATE_ tilt/✓t t-'__- REV 04-2009 CUSTOMER COPY (ANGLEY ---a Kangley Rock&Recycling Locations ^. - IOCK & RECYCLING 32500KANGSE PITKent(angley2t) _ BLACK RIVER (Plant 422)�(2061658-0 12 9so5, DELIVERY TICKET CCOUNTING:9125 TENTH AVENUE SOUTH 510 Munster Rd.Renton,WA 98055 SEATTLE,WA 98108 • (206)768-1000 LAKE FRANCIS (Plant#23)-(206)656-0872 ACCOUNTING (206)768-1000 22501 SE Lake Francis Rd.Maple Valley,WA 9803 � \ , ' FAX (206)763-2730 I � •. DIVISION OF GARY MERLINO CONSTRUCTION COMPANY,INC. Cedar Mountain Reclamation SALES& 17877 Cedar Grove Rd.SE.Maple Valley,WA 98033 ORDER DESK (206)768 1000 Plant#20-(206)658-0913 SOAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB 'ARRIVE PLANT DATE CUSTOMER NO. ORDER NO. PROJECT PLANT# :USTOMER NAME CUSTOMER P.O. JOB NO. DELIVERY TICKET NO. JOB ADDRESS COLLECT ON DELIVERY (C.O.D.) • ' ❑CASH r7 CHECK# ❑CHARGE CARD#--- EXP. 1 SPECIAL INSTRUCTIONS ❑VISA ❑MASTERCARD ❑ DISCOVER QUANTITY U.M. PRODUCT DESCRIPTION TONS TOTAL UNIT PRICE i AMOUNT CODE • . • •1` ' - s: i DRIVER TRUCK NO. ORDERED BY REMIT PAYMENT TO SUB-TOTAL 9125 10th AVE.S. DISPATCHER I TAX CODE TIME DUE SEATTLE,WA 98108 TERMS ON REVERSE SALES TAX RELEASE— CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS KANGLEY ROCK&RECYCLING,A DIVISION OF GARY MERLINO CONSTRUCTION G fe ANY, INC. FOR ANY DAMAGE TO HIS HEAL OR PERSONAL PROPERTY BALANCE FORWARD CAUSED BY DELIVERY OF MATERIALS L OVE.DETAILS ON REVERSE. r CUSTOMER SIGNATURE ,4..-. TOTAL ` ri '�— �- AMOUNT PRINT NAME I DATE �i_ I 3EV 04-2009 CUSTOMER COPY .ANGLEY Kangley Rock&Recycling Locations ' ;OCK & RECYCLING 32500KANG EYPIT (Plant#Rd21 2500 SE Kent-Kangley Rd..Ravensdale,OVA 98051 BLACK RIVER ;Plant#22)-(206)658-0912 DELIVERY TICKET COUNTING:9125 TENTH AVENUE SOUTH 510 Monster Rc.Renton,WA 98055 ACCOUNTING (206)768 1000 SEATTLE,WA 98108 • (206)768-1000 LAKE FRANCIS (Plant#23)-(206)658-0872 �- 22501 SE Lake Francis Rd.Maple Valley,WA 98038 \_ �,• , •L.)J FAX (206)763-2730 DIVISION OF GARY MERLINO CONSTRUCTION COMPANY,INC. Cedar Mountain Reclamation `—D SALES& 17577 Cedar Grove Rd.SE,Maple Valley.WA 98038 ORDER DESK (206)768-1000 Plant#20-(206)658-0913 AAP LOCATE I LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT )ATE CUSTOMER NO. ORDER NO. PROJECT PLANT# ti-, t, - Li- ;USTOMER NAME CUSTOMER P.O. JOB NO. DELIVERY TICKET NO. JOB ADDRESS COLLECT ON DELIVERY(C.O.D.) ❑CASH ❑CHECK# ❑CHARGE CARD:If - --- EXP. SPECIAL INSTRUCTIONS E VISA LJ MASTERCARD 0 DISCOVER PRODUCT TOTAL QUANTITY U.M. CODE DESCRIPTION TONS UNIT PRICE AMOUNT ,7 TN011 5J8`RCA TOP CRS A-516 TYPE ,s' ,,., ..- TN 70010 WA STATE SICK LEAVE SURC?- T t '`;,, TN 70015 ENVIRONMENTAL SURCHARGE 15.6-7 ' • I DRIVER !PUCK NO. ORDERED BY REMIT PAYMENT TO 9125 10th AVE.S. SUB TOTAL DISPATCHER TAX CODE '-MAE DUE SEATTLE,WA 98108 TERMS ON REVERSE SALES TAX RELEASE— CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS KANGLEY ROCK&RECYCLING,A DIVISION OF GARY MERLINO CONSTRUCTION C MPANY, INC. FOR ANY DAMAGE TO HIS REAL OR PERSONAL PROPERTY BALANCE FORWARD CAUSED BY DELIVERY OF MATERIA i TE lABOVE.DETAILS ON REVERSE. - - CUSTOMER SIGN4TURE , f- TOTAL PRINT NAME R 440 1 DATE 7 -- '-- AMOUNT REV 04-2009 CUSTOMER COPY .CANGLEY ""..* Kangley Rock&Recycling Locations ""•'\ �—t .% _. ;OCK & RECYCLING 32500 E Kent(Plant#Rd BLACSEKent-Kangley Rd., (206)'58-0 WA98G5t DELIVERY TICKET BLACK RIVER (Plant i 22)-(206;656-0912 COUNTING:9125 TENTH AVENUE SOUTH 510 Monster Rc Renton.WA 98055 ACCOUNTING (206)768-1000 SEATTLE,WA 98108 • (206)768-1000 LAKE FRANCIS (Plant#23)-(20,3)658-0872 22501 SE Lae Francis Rd.Maple Valley,WA 98038 FAX (206)763-2730 DIVISION OF GARY MERLINO CONSTRUCTION COMPANY,INC. Cedar Mountain Reclamation a SALES&17877 Cedar Grove Rd.SE,Maple Valley,WA 98038 Plant.120-(206)658-0913 ORDER DESK (206)768-1000 AAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT )ATE CUSTOMER NO. ORDER NO. PROJECT PLANT# 1USTOMER NAME CUSTOMER P.O. JOB NO. DELIVERY TICKET NO. JOB ADDRESS COLLECT ON DELIVERY(C.O.D.) ❑CASH ❑CHECK# ❑CHARGE CARD 4 EXP. SPECIAL INSTRUCTIONS ❑VISA ❑MASTERCARD ❑ DISCOVER PRODUCT TOTAL QUANTITY U.M. o DESCRIPTION TONS i UNIT PRICE AMOUNT 9 IIF R p DRIVER TRUCK NO. j IRDERED HY • REMIT PAYMENT TO - - • ,- - o SUB-TOTAL 9125 10th AVE.S. DISPATCHER TAX CODE TIME DJE SEATTLE,WA 98108 TERMS ON REVERSE SALES TAX RELEASE—CUSTOMER RELEASES AND GREES TO HOLD HARMLESS KANGLEY ROCK&RECYCLING,A DIVISION OF GARY MERLINO CONSTRUCTION PANY, INC. FOR ANY DAMAGE TO HIS REAL OR PERSONAL PROPERTY BALANCE FORWARD CAUSED BY DELIVERY OF MATERI ABOVE.DETAILS ON REVERSE. CUSTOMER SI.N,ATURE/ _ - TOTAL `jj ,�� -^ AMOUNT PRINT NAME i�U Cal' t. DATE - .� REV 04-2009 - CUSTOMER COPY l—I -' /r5l ,`, �n 1ub4 �� `-' 1 ,/ '1 _..uJu.14 . Customeer� C1 AA-A-1 '6-4.Y 1 V 1 Customer CS(. `C �Y.A.►' l Truck O�,\ SS Date Truck `1�} aS Date Commodity 1:\elY -�b {{/@ L 'per Commodity \P i\-- @ �-, per Site Location 2 1 V � Site Location 1i , Q t 4 l U t Tons/LA 'J\ Cost Tons✓ .962 Cost Weighed by 13\c1ii1/4) Weighed by 619/1-13 Franklin Ridge Sand & Gravel Franklin Ridge Sand & Gravel P.O. Box 1266 P.O. Box 1266 36000 Enumclaw Franklin Rd. SE 36000 Enumclaw Franklin Rd. SE Enumclaw, WA 98022 Enumclaw, WA 98022 sso-aoo SSD-800 z'1 109523 R 109589 Customer Til/k-CXti 3 Customer V€d M-VA `"/ . Truck V t ,/S. Date Truck,\ S5 Date Commodity."' 1' ) c��-y�,, per Commodity se -IV @ per Site Location' l I W V" I Site Location I ( p n Tons L.A.\E' Cost Tons�S ' t V Cost Weighed by 319 2,0 Weighed by 3lcl Franklin Ridge Sand & Gravel Franklin Ridge Sand & Gravel P.O. Box 1266 P.O. Box 1266 36000 Enumclaw Franklin Rd. SE 36000 Enumclaw Franklin Rd. SE Enumclaw, WA 98022 Enumclaw, WA 98022 ;so-80o SSD-800 fq f liJb ( 4 'I , itiJbbb 3ustomer _Qd lYtirUC/6/1--,.. • Customer frock% \ "SS Date Truck S ti)S Date commodity 14;7 @ per Commodity per Site Location )S C/2" Site Location ions LS Le% Cost Tons 23-`11,4: Cost FJ4/13/.-17:2. 2 .5 I :•?f Neighed by Weighed by Franklin Ridge Sand & Gravel . Franklin Ridge Sand & Gravel 0. Box 1266 P.O. Box -1266 36000 Enumclaw Franklin Rd. SE 36000 Eriurnclaw Franklin Rd. SE , Enumclaw, WA 98022 Enumclaw, WA 98022 ;SD-800 SSD-800 - - 7)--) . 2-9 customer 109769 109616 -AlaxcU. frock Date Customer icLf&etk •3ommodity @ per Truck'T 1 t! ' SS Date Commodity 1 Pi per Site Location I V-'el(1711)71. fonst5•Le---) Cost Site Location tsi Tons U . I • Cost 04/17.1a)22 1.0 Neighed by 31 • Weighed by 31'11-cp =ranklin Ridge Sand &Gravel 30. Box 1266 Franklin Ridge Sand & Gravel P.O. Box 1266 36000 Enumclaw Franklin Rd. SE 36000 Enumclaw Franklin Rd. SE :-.-numclaw, WA 98022 Enumclaw,.WA 98022 ;SD-800 SSD-800 1li -.1M 1---1 ' / -IUt3.1'4 Customer cke,..6, • _Customer. Customer ' Trita-4-171) Truck %\\ Date Truck 511 1 65 ' Date r Commodity l 'd fkt @ per . _ Commodity v r k 3r. @ per • Site Location \ -fz_ a-f.,v-VCD-Nyl- Site Location! 1 c_o l (nr7A-7 Tons el--- -q----1 Cost Tana-.C • 105— •1;'''.: '4' ;' Cost . . ...., _--:.. „.-,...,:....,:._ • Weighed by S(gip Weighed,by 3111,D Franklin Ridge Sand &Gravel Franklin Ridge Sand & Gravel P.O. Box 1266 P.O. Box'1266 36000 Enumclaw Franklin Rd. SE 36000'Enumclaw Franklin Rd. SE Enumclaw, WA 98022 Enumclaw, WA 98022 3SO-800 5SD-800 - - - --- (-A V7 109963 , .-) Z9 109716 :3ustomerelke6 Al‘'\UlA.IA 1 Customer - 3eJ2ILI T1iktiV/4— Truck CM SS Date Truck c6\N S5 Date ...3ommoditcl: ta ).--• .r., _. @ per Commodity 1-2 IP k k @ per Site Location 1 -(2 V---01.101 Site Location 1LQ '\2-e-rto1(5Li ronsn.9(...p Cost Tons'LA-pc) Cost {.• "--.1., •24.:,'I,:,"'"2 :7:::: -: ',!-: •t• :._.., ,..‘.;.:3..;2::,:::.:: , -'.',c, 1.1 :-s,:. ::';: :- , C.:if,:-; ,•1,'f -:::':::::•,"- -Tc_:' 'ill -1-, .,:". ;! ;.:% if.'.; Neighed by '1)1q-Lb •Weighed by 5.2.:541c0 Franklin Ridge Sand &Gravel Franklin Ridge Sand & Gravel P.O. Box 1266 P.O. Box 1266 36000 Enumclaw Franklin Rd. SE 36000 Enumclaw Franklin Rd. SE Enumclaw, WA 98022 Enumclaw, WA 98022 >SD-800 SSD-800 Force Account Summary Contract Number Date Change Order No. CAG-20-065 3/30/2022 10-Relocate Street Light L12 form Prime Contractor Subcontractor/Lower Tier Subcontractor Reed Trucking and Excavating,Inc. Totem Electric Labor Date Amount 1 3/232022 S 190.67 2 3/24/2022 S 1,334.69 3 $ 4 S 5 S - 6 $ - 7 $ - 8 $ - 9 $ - 8 Total $ 1,525.36 9 31%Overhead,Profit,Etc. $ 472.86 10 Labor Total S 1,998.22 Equipment Date Amount 11 3/23/2022 S 58.98 12 3/24/2022 $ 1,634.46 13 $ 14 $ - 15 S - 16 S 17 $ 18 Total $ 1,693.44 19 21%Overhead,Profit,Etc. $ 355.62 20 Equipment Total $ 2,049.06 Materials Date Amount 21 3,24/2022 5 b')34 22 23 24 25 26 27 28 Total S 69.34 29 21%Overhead,Profit,Etc. S 14.56 30 Materials Total s 83.90 31 Mobilization 32 Subcontractor S 4,131.19 33 Subcontractor Markup 12%/10%/7% $ 495.74 525,000/$100,000/Over 34 Force Account Total $ 4,626.93 Inspector Date Contractor Date `S f? Daily Report of Force Account Labor Contract Number Date Change Order No. CAS zo - oG. 5 3 -2 3 - 2Z Co / a Pri Contractor Siontractor/Lower Tier Subcontractor Keep T2vck: to lept zipe. Hours Worked Worker Occupation,Use Prevailing Wage Description Reg.Rate O.T. Rate Amount Reg. O.T. 1 ,J /-4) 2 /€0b e a � / $ 3 $ - 4 $ - 5 $ 6 $ - 7 $ - 8 $ - 9 $ - 10 $ - I [prof 1 Date Contractor Date � V A►.) ,EnRw� 3 --03-ZZ 3 -23- 2Z Total $ - • Daily Report of Force Account Labor Contract Number Date Change Order No. CAG-20-065 3/24/2022 10 Prime Contractor Subcontractor/Lower Tier Subcontractor Reed Trucking and Excavating, Inc. Totem Electric Hours Worked Worker Occupation, Use Prevailing Wage Description Reg. Rate O.T. Rate Amount Reg. O.T. 1 Grant Holder Operator 1.0 0 $ 83.43 $ - $ 83.43 2 Robert Veltung Foreman 1.0 0 $ 107.24 $ - $ 107.24 3 $ - 4 $ - S $ - 6 $ - 7 $ - 8 $ - 9 $ - 10 $ - Inspector Date Contractor Date $ 190.67 Total Daily Report of Force Account Labor Contract Number Date Change Order No. _CA& -20` OGS 3 -Z`I - a C O i 0 ?Prime.)Contractor Subcontractor/Lower Tier Subcontractor eeJ �tuck,:;�t/ %6 �ri►�t Ctc -�%C_ jJ Hours Worked Worker Occupation,Use Prevailing Wage Description Reg. Rate O.T. Rate Amount Reg. O.T. 2 dot lie / 1-0 4 k `7 fb�0M�0 3 $ 4 $ - 5 $ - 6 $ - 7 $ - 8 $ - 9 S - 10 $ - 1 ctor Date Contracto Date �' oanJ 1%0Q ti -t- 3- 2N 'zZr �✓ �` 2 `�'? Total $ • Daily Report of Force Account Labor Contract Number Date Change Order No. CAG-20-065 3/24/2022 10 Prime Contractor Subcontractor/Lower Tier Subcontractor Reed Trucking and Excavating, Inc. Totem Electric Hours Worked Worker Occupation, Use Prevailing Wage Description Reg. Rate O.T. Rate Amount Reg. 0.T. 1 Grant Holder Operator 7.0 0 $ 83.43 $ - $ 584.01 2 Robert Veltung Foreman 7.0 0 $ 107.24 $ - $ 750.68 3 $ - 4 $ - 5 $ - 6 $ - 7 $ - 8 $ - 9 $ - 10 $ - Inspector Date Contractor Date $ 1,334.69 Total Daily Report of Force Account Equipment Contract Number Date 'Change Orde No. Cr-G -70 — 065 3 - z3 - ZZ_ �� / e Prime-contractor Subcont Actor/Lower Tier Subcontractor ,c T'CvC�C.'� /0 "•c'M Hours Equipment Number ( Description Hours Working Standby `/ Reg.Rate Standby Rate Amount 1 %- �j % b j °YEN D 12P .M:N: .EKy. / $ . 2 / — Z 3 ?r Scf(1)<< f/* c, rods- r $ . 3 $ 4 $ 5 • $ 6 $ 7 $ 8 $ - 9 $ 10 $ • Total $ Insr r l Date Contractor Date 1'�.� (/F�� 4Rwayc._-- 3 -z3�Z� �. 3- ?3 - 2L • 111,43. Daily Report of Force Account Labor Contract Number Date Change Order No. CAG-20-065 3/23/2022 10 Prime Contractor Subcontractor/Lower Tier Subcontractor Reed Trucking and Excavating,Inc. Totem Electric Hours Worked Worker Occupation, Use Prevailing Wage Description Reg. Rate O.T. Rate Amount Reg. O.T. 1 Grant Holder Operator 1.0 0 $ 83.43 $ - $ 83.43 2 Robert Veltung Foreman 1.0 0 $ 107.24 $ - $ 107.24 3 $ - 4 $ - 5 $ - 6 $ - 7 $ - 8 $ - 9 $ - 10 $ - Inspector Date Contractor Date $ 190.67 Total • I. ip? . ,, , Daily Report of Force Account Equipment Co tract Number Date ChangeOrderNo. C/4G 'Z0 - O6, S 3 - 2c/ - ZZ— Co � /C7 Prime C9p9tractAr Subcontractor/Lower Tier Subcontractor eedi QJGktu _ /d 14Pf.k. C/e c r: c i Hours Equipment Number Description Hours Working Standby Reg. Rate Standby Rate Amount 1 -7—._ 23 15erU1.-Gc revs , ri-:/ej t•d (cC2Lksf) 2 7. — 3 o z_ Boars Act e.t i z..-,- 7 $ - 3 / - 6 y 6 Jof.N 0•. 2 ,.n:ew 6�fic c ••V.4 -- c $ - 4 / / 5 / 7 a, Pt/•0 r.eI' Gk_ 5 $ . 5 $ - 6 $ . 7 $ . 8 $ . 9 $ . 10 . Total $ • Insp�#�r' Vi) Date ContractorDa�f J J N CA t w,4-� 3_ 2 ��- 2-2— 7-;\)(;-I— - ? Y 2 z I Daily Report of Force Account Equipment Contract Number Date Change Order No. CAG-20-065 3/24/2022 10 Prime Contractor Subcontractor/Lower Tier Subcontractor Reed Trucking and Excavating,Inc. Totem Electric Hours Equipment Number Description Hours Working Standby Reg. Rate Standby Rate Amount 1 T-646 ID 35G Exc. 5.0 0 $ 29.20 $ - $ 146.00 2 T-239 Chev.3500 7.0 0 $ 29.78 $ - $ 208.46 3 'l'-302 Ford F750 Boom Augur Truck 7.0 0 $ 160.00 $ - $ 1,120.00 4 T-415 Intl 4700 Dump Truck 5.0 0 $ 32.00 $ - $ 160.00 5 $ - 6 $ - 7 $ - 8 $ - 9 $ - 10 $ - Total $ 1,634.46 Inspector Date Contractor Date p. • a Daily Report of Force Account Materials Contract Number Date Change Order No. AC2- Zo - 0 &5 3 - 2y - ZZ_ Co i0 Prir9.5 Contr ctor Subcontractor/Lower Tier Subcontractor ee J -f-,Qvc4tl1H%ter 7o feM 1 er�scf�� L Date Used Material Description Vendor or Stock P Record Quantity Unit Price Amount 1 3 - 2 Y ZZ z „ p /c / 0 $ - 2 3 - 2K - 2Z-- 2 " 96 ° 6Qg s Z $ - 3 $ - 4 $ - 5 $ - 6 $ - 7 $ - 8 $ - 9 $ - 10 $ _ Tota I $ - I nspAgclor Date Contractor{ Date VP 6 4 g s - 2Y--z1- r r Daily Report of Force Account Materials Contract Number Date Change Order No. CAG-20-065 3/24/2022 10 Prime Contractor Subcontractor/ Lower Tier Subcontractor Reed Trucking and Excavating, Inc. Totem Electric Vendor or Stock Date Used Material Description Quantity Unit Price Amount Record 1 3/24/2022 2" Sch. 80 Conduit 10.00 $ 3.66 $ 36.60 2 3/24/2022 2" Sch. 80 90 deg. Bend 2.00 $ 16.37 $ 32.74 3 $ - 4 $ - 5 $ 6 $ - 7 $ - 8 $ - 9 $ - 10 $ - Total $ 69.34 Inspector Date Contractor Date to: 43rrawbarto INVOICE Invoice Questions Please Call 253-779-3600 1YBAR ELECTRIC COMPANY. INC. '.O. Box 57073 Invoice No: 9323272584 .OS ANGELES CA 90074-7073 Invoice Date: 09/08/2021 Account Number: JP8962214 Account Name: TOTEM ELE / 4741-DUVALL Bill-To: Ship-To: TOTEM ELECTRIC OF TACOMA, INC / ROADWAY TOTEM ELE / 4741-DUVALL AVE NE 2332 5 JEFFERSON Fife Yard (Ally) 253-678-1502 TACOMA WA 98402-1405 4310 70T E. E. USA FIFE WA 98424 USA Page 2 of 3 3 # : 4741-3 SO#: 376517690 )el.Doc.#: PRO # Routing Date Shipped Shipped From F.O.B. Rt. To 8039227282 I 8039226969 I GRAYBAR TRUCK' 09/08/2021 I NW SERVICE CENTER I S/P - F/A I Signed/Ordered By: BRANDON/Jane Romito 2uantityI Catalog # / Description [Unit Price / Unit Amount 50 PVC-3 GENERIC VENDOR-PVCPA 449.64 / 100 224.82 3 SCH40 COND 10FT 8 COUP-1/2 GENERIC VENDOR-PVCPA 10.40 / 100 0.83 1/2 SCH40 COUPLING 280 COUP-2 GENERIC VENDOR-PVCPA 54.07 / 100 151.40 2 SCH40 COUPLING 8 COUP-3 GENERIC VENDOR-PVCPA 149.58 / 100 11.97 3 SCH40 COUPLING 640 PVC-80-2 GENERIC VENDOR-PVCPA 365.52 / 100 2,339.33 2 SCH80 COND 10FT 16 ELL-80-90-2-18R GENERIC VENDOR-PVCPA 1,637.29 / 100 261.97 SPC RAD SCH80 2lN 90DEG 18RAD ELBOW 32 COUP-2 GENERIC VENDOR-PVCPA 54.07 / 100 17.30 2 SCH40 COUPLING SUBJECT TO THE STANDARD TERMS AND CONDITIONS LISTED ON WWW.GRAYBAR.COM Phone (253)383.5022 oli �! 3 Fax(253)272-5214 ELECTRIC QF_7�1COMA,;INC ` Daily Report 4741 —Duvall Ave NE From Rob Veltung Contract No: CAG-20-065 Totem Electric of Tacoma Inc Daily Report No: 4741-27 • Phone No:(253)606-1395 Date: 3/23/2022 Mobile:(253)606-1395 Time On Site: 6:00 AM RVeltung@totemelectric.com Time Off Site: 2:00 PM Weather: Overcast - Temp: 46°F 'F� ; Wind: Light Breeze ;; Total Workers: 2 Description Of Work Performed 1 hr force account to remove culvert for pole 12.Built the last form Crew S?� ;`•"'.:cf. �:7 i�c�.csw'i;:,fr Vie;;••^ .!?t..��•'s'-�..... Yt A \• '}{•un, .y_�'s`+r Sh.':: ts, r,�°ar;' }`, .� „ 4 :: n.;r-Hourly ,t;3 cs,r' ' ,,� . :;'s=t�, . . M'=a.-..t•.:: r'�":'^<-I: s��+Eca:,N. r::,ia; «:. s:. fsE?S4t.s?�.ry•5vf d �3'-�.°.ss,�r i.6Ost,Code„S.,F, :'ag;,`•X';,;1 IEm to(,ee�G•Labor,Cla s ''Woor •T pe 1 <, �Contmeets$' c nY nKr�G _•,a .,x7-. Y, �, f•�r,t? �„, s-�.1;`rT � .� "�• @: l�n" g� taf„' �il:i�;;vv �4 v��. �:a-r r�w�•f�2+f'.�:,��'',r,^,\�t• ;.? '?c. ..t1 1' �5;'a,�=J:.'aj;y,t'.. �;�rti`ayy,?.i .�*(:Y i•`�d11�X;Y''h�1.5Xtt, a2X'� bLOSt,�RtJnftS r,��`ti$.i�;'�:�a. Y�: 3�,.,:r;.<,....:$i:�. ��:..�i Y�Asft! .,3.n%i`.Y�•.Lt +,C�� :�o!,.,� +.� i'_T.•.} :�;..e.•t?+,�:.—..r:s._ r„�,r-. `7zn� s Veltung,Rob—4489/ Base 701—Force Account 1 0 0 0 0 Foreman Contract 701—Force Account Holder,Grant—4967/ Base 1 0 0 0 0 Operator Contract 104—Concrete Foundations Veltung, Rob—4489/ Base 7 0 0 0 0 or Pads Foreman Contract 104—Concrete Foundations Holder,Grant—4967/ Base 7 0 0 0 0 or Pads Operator Contract ^"^v i :;i%• '•i.. �r��,.. p�;;-�.•'kwi �''m'' s`"•eH` 7fiv°�'—`� .:'rri: ;'•.:' . L•:;,-:.,^:�•;+u,�ecsry.,' r,•es'rS':rs1r•�t;;r^ ;-.5,. .::t.:1`.5�.t.� b'Y ;,y;,•1'c 4�' :cSkr'p y'S v `. ro. f,.40, ,c.+.;.i e„ . $,!:�,.i ; `ti 5' w••.<.Y�°t) �'�'� '' - vr��{� ,� •,r, r, '=�P'' TOTAL-.r �16�„sit _� -',.�`a, }4.' sL� .,^-^:«?„�>�:�r Z"`` � ):,C'af%.T'. `r'�i'� r., �{��,rer< 'x` if`y.."r'p+r. ',,�•,,..N r. u+:a3•e ..,.ScL• ;1`.�=-`M.jS: T+t4�tS-n4•.��e''.__. •+c,_�M...:'i i,: 2-�`Z�'r.,:k_N.�.xx a Subcontractors Usage :1rr�.{ a •�p,9} yam}p i•:.t•,-srP�;' itili'- :i w.r .;t.r•,.. %',2S:Jr'?1. ;t 4w ry.x ati.7'% '4;Z:�3i��:�✓+�}�1':'[.`-� ,:p��Sti s,cY .. : a : `�•.n'�•""-� Subcontractor >f�:� rfi sa>� fVa�rersAradg t,�__:v, ris�A:.1g-.2;. :41,Ai�6.:24•.i r�, omments-; arc.±'3?3�.ta_�ut Ca.+.'is��•SiYL.,:x°ax$ ��.•�.'>'+.-.....,!::<a,r,-,...�5:'•��.'�. ^;2f�';�,c,�k3: s_n.'.ki a,adax�.aaa'.• Equipment Usage r..°.�"`:4..L Sze. '�aJ'iz,'�'.'�,s�`+.;':rC.ti:qav Wit. ,wvg ii7r_'.:.•3]]�tS+•;nnF'i.--�,r�Sc�:::.:'B'r'ci+:`�^ ., r�.,r .:'�t.:i�s r;di:1,•a;:r_s%.V..:vIGYf';•�^ce ir^�.�i ter.".2Yu"`. �,i'x» ##�++ t't.0 .h:. .S7`iJ.3 4`i•'�r•-"�..lnr•::-'�,�:;�• .1a1.:,f'.4r�K.. T","r70 iCO,dei�,:�'y Equipment,;�}:�-� '� }NDi05;"ri,;,;r.r r. e,,a....,.-i-".r�,<;,� '�' r}ar'' 1�••'`•'au ;lj;;'�'"27,. r$9 k"_t•sc�Y :}.' iix:.ak:_:+:AlA(.•Y:. .:r"�4ii3 fa4++.r•.'e.asa�S.. :-ti:>;:ie<{"t•.ka-��i:•�2•`'7�'..,.:3• ,vafC•+?_i�..-��e=i'i�,x..,.....z.�:>.�::'�+.,r+:'s.di;:i.:�r..:w..t,i:..�.t<±-.aa. T645 T645-2018 Deere - 7 Excavator Deleted - 7 Materials "J^r:-.,. . . �..:1H3is:•.. . r,,,.fi••, .. 0 ..1.k1. ;?+�� i: �,.., • ?•.y>;.' .y; a uantf Otes V.It i ..t• .., . •F 4r..,. aterials ,.� _ .. ,• •,;,.;... � � -, `� a- , ,�� , ��- ,Q; tY �'r.�'>.r. +, � , 1.7:ac.+roes Cs�,;Ni's._:ems�iai\'res•;.`za�i.��•,�-i"t'"y_,:,_�..vs+TL!�•;Ce:'�..`f1.s= o-.�-'`�,;,'. .{:�a:4•..�•ss`sdti _�...rxa.K+.^_r.. ases-�sr.�r�'`.::-n:s�-T�'z_=LL•._:L••:13.�ni:a-?.].,'Ssc'G Submitted By: Dated: 3/23/2022 Rob Veltung < . Phone (253)383-5022 Fax(253)272-5214 E4. 70/11 LECTRIC i _OF_T DKI:A.. IftC. 1,. Daily Report 4741 —Duvall Ave NE From Rob Veltung Contract No: CAG-20-065 Totem Electric of Tacoma Inc Daily Report No: 4741-28 Phone No: (253)606-1395 Date: 3/24/2022 Mobile:(253)606-1395 Time On Site: 6:00 AM RVeltung@totemelectric.com Time Off Site: 2:00 PM Weather: Cloudy ='it Temp: 53°F Wind: Light Breeze • Total Workers: 2 Description Of Work Performed 7 hrs of force account for setting new base Crew ""•{" 7 a,`,;• -!•,1 .. :}f `� 2s- .,r c ,r.;.m-; •'1:n -•ry,7 [F a:�St�`-: fr.'R,^• S+ti r::J;,r a �iL� .LS:�: i 1. .f7..Y�,`��,.:� ai;:i}"i_ r T{fr_,' �,."`'=b'c: •.'f` , e -,.�,^..�.,:x..!, "�''�:s;'S '7 r;, `i•�•wx`t7:� 7" S:.'�.�, �E to e'/LaborF, Y [ _ «ziea.t" a HO rs r �cl'•o- '�S tY'�• P Y!' � ��. r':.»� ,ra:,._ r f�•`rs•�_�••:��-:�;- f., �Cost,�,Code �?! ;.:§:,�;'n,y k •n r�.w:.-ci?1„R:57: o^.ter .r. vzz3'-:. �:Fr�.�l..`70�°.,1i'�,t,}�i.: �„,� r• -; r .Ki-F 5;,14.3`:, k.`..�ir,. ��.pac. ,fir ,m�t•�.Y 3 M` rG'Y'.. 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"`•,r :ti M.: s: .c; f {t,,4:p}IOUrS s'Si7'A. �'...ey�rl.R^••�tLh'G.xp .:L. w.xlir�''vr�e4i:.'I�.S:...ra..i-.:i.r� st'�'-�'��:�:' �7.\'Y�.'•:••1.n.�.�:f.:^�f..�� "+. �'r G"rt:.�u Materials !'a`C'•I4-' ��«'T�',,i r.3F> �;7,.'„'tS,;:"q?',,:=fit`v., �,�.. ....7,V. -.n._.fi, - .y+ ,P,.�• y,�,- �.t^ u +rk - ay'^,r«`-rr.-,•�t:-;:s. ,r- r�r,•� w1 ,y,.3''^6L� .trC,;, .�,`; ';i.?r� rLi.S.-, .'s 1.��+5"zT,;. r•�"'°t;�-. .r 1...�, y,��.r.�•", , Mate 'als'' n u'i;2� 2.i• a.y ' L.",:._%r� �,,.' 1 c` - -, , -#' �,:{:� y�;ta•, ,jy.:w�:`t,.: '��., �,t ...-3 fQuantityr�il�otLsfj•�' � ca�nstis:. 4;.<ri+.;�:.:..ro-a�-?ri# ,.:.G: >niir-�.5-.^j.,?;�L-F�:i. `��3�:s4:3is�w�+:r;•.r.,...:F,i.xrs•,n;za .,c5`:.:"<�;r-.,1`•y;•_.:=:.... �.:a u. t=L-..3«..rT.zCr'_•:��+u5:r:„c: •+aai�,n,�:�•vi'�IC`.c-..sil Submitted By: Dated: 3/24/2022 Rob Veltung