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Home My WebLink AboutCAG-20-065 - Duvall - Progress Payment 15 GI City of Renton Progress Payment No 15 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A di Contractor: Reed Trucking and Excavating FHWA: ........._. Pay Period: 02/01/2023 to 02/28/23 No. Completed Project Estimates Date: February 28,2023 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 Al SPCC PLAN L.S. $500.00 1 $500.00 0.00 $0.00 1.00 $500.00 1.00 $500.00 0.00 $0.00 1.00 $500.00 100.00 A2 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 $0.00 1.00 $400,000.00 100.00 MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE $10,000 L.S. $10,000.60 1 $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 A4 PROJECT RED LINE DRAWINGS L.S. $13,000.00 1 $13,000.00 0.0257 $334.10, 0.7171 $9,322.30 0.7428 $9 656.40 0.2572 $3,343.60 1.00 $13,000.00 100.00 AS CONTRACTOR SURVEYING L.S. $50,000.00 1 $50,000.00 0.0000 -$0.16 1.0000 $50,000.16 1.0000 $50,000.00 0.00 -$0.16 1.00 $49,999.84 100.00 A6 ADA FEATURES SURVEYING L.S. $9,000.60 1 $9,000.00 0.0000 $0.00 0.7500 $6,750.00 0.7500 $6,750.00 0.25 $2,250.00 1.00 $9,000.00 100.00 A7 UTILITY POTHOLING EA $300.00 25 $7,500.00 0.00 $0.00 36.00 $10,800.00 36.00 $10,800.00 0.00 $0.00 36.00 $10,800.00 144.00 A8 RESOLUTION OF UTILITY CONFLICTS FA $14,500.60 $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 $1,500.00 0.0257 $38.55 0.9671 $1,450.65 0.9928 $1,489.20 0.00720 $10.80 1.00 $1,500.00 100.00 A10 OTHER TEMPORARY TRAFFIC CONTROL L.S. $48,000.00 1 $48,000.00 0.0344 $1,651.20 0.9561 $45,892.80 0.9905 $47,544.00 0.00950 $456.00 1.00 $48,000.00 100.00 All TRAFFIC CONTROL SUPERVISOR L.S. $50,000.00 1 $50,000.00 0.0344 $1,720.00 0.9561 $47,805.00 0.9905 $49,525.00 0.00950 $475.00 1.00 $50,000.00 100.00 A32 FLAGGERS HR $60.00 3,200 $192,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 30 413 OTHER TRAFFIC CONTROL LABOR HR $65.00 1,000 $65,000.00 44.50 $2,892.50 604.50 $39,292.50 649.00 $42,185.00 77.00 $5,005.00 726.00 $47,190.00 72.60 A14 CONSTRUCTION SIGNS CLASS A SF $30.00 1,200 $36,000.00 0.00 $0.00 1,132.75 $33,982.50 1,132.75 $33,982.50 144.00 $4,320.00 1,276.75 $38,302.50 106.40 A15 PORTABLE CHANGEABLE MESSAGE HR $4.00 8,200 $32,800.00 0.00 $0.00 5,733.00 $22,932.00 5,733.00 $22,932.00 0.00 $0.00 5,733.00 $22,932.00 69.91 _ 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 0.00 $0.00 0.00 $0.00 0.00 A17 SEQUENTIAL ARROW SIGN HR $2.00 15,000 $30,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 30 A18 CLEARING AND GRUBBING ACRE $20,000.00 0.7 $14,000.00 0.000 $0.00 0.000 $0.00 0.000 $0.00 0.00 $0.00 0.00 $0.00 0.00 20 A19 REMOVING DRAINAGE STRUCTURE EACH $800.00 9 $7,200.00 0.00 $0.00 8.00 $6,400.00 8.00 $6,400.00 0.00 $0.00 8.00 $6,400.00 88.89 A20 REMOVING STORM SEWER PIPE L.F. $25.00 230 $5,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13 REMOVAL OF STRUCTURES AND A21 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 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26 REMOVING CEMENT CONC.CURB , A23 AND GUTTER L.F. $15.00 1,200 $18,000.00 0.00 $0.00 1,056.50 $15,847.50 1,056.50 $15,847.50 0.00 $0.00 1,056.50 $15,847.50 88.04 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 r, $0.00 0.00 7 A25 REMOVING ASPHALT CONC. PAVEMENT S.Y. $25.00 1,2 $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 7,17 A26 ROADWAY EXCAVATION INCL.HAUL C.V. $50.00 6,8 $342,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 20 A27 GRAVEL BORROW INCL.HAUL - TON $35.00 530 $18,550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13 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 15,000 545,000.00 0.00 $0.00 15,317.17 $45,951.51 15,317.17 $45,951.51 0.00 $0.00, 15,317.17 $45,951.51 102.11 A30 WATER MGAL $50.00 200 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 A31 STRUCTURE EXCAVATION CLASS B C.Y. $70.00 330 $23,100.00 0.00 $0.00 175.00 $12,250.00 175.00 $12,250.00 0.00 $0.00 175.00 $12,250.00 53.03 0 City of Renton Progress Payment No 15 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 02/01/2023 to 02/28/23 No. i. Completed Project Estimates Date: February 28,2023 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 A32 GRAVEL BACKFILL FOR WALL C.Y. $50.00 30 $1,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26 CONSTRUCTION GEOTEXTILE FOR A33 UNDERGROUND DRAINAGE S.Y. $15.00 60 $900.00 60.00 $900.00 0.00 $0.00 60.00 $900.00 0.00 $0.00 60.00 $900.00 100.00 _ A34 ASPHALT PULVERIZATION FOR USE AS RECYCLED PAVEMENT S.Y. $2.00 15,000 $30,000.00 0.00 $0.00 14,877.89 $29,755.78 14,877.89 $29,755.78 0.00 $0.00 14,877.89 $29,755.78 99.19 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 0.00 $0.00 3,222.28 $22,555.96 3,222.28 $22,555.96 0.00 $0.00 3,222.28 $22,555.96 92.07 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 4.00 $1,600.00 4.00 $1,600.00 0.00 $0.00 4.00 $1,600.00 40.00 _ A39 ASPHALT COST PRICE ADJUSTMENT CALC. $20,000.00 1 $20,000.00 0.000000 $0.00 0.000000 $0.00 0.000000 $0.00 0.0000 $0.00 0.00 $0.00 0.00 30 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 0.00 $0.00 0.00 $0.00 0.00 A41 COMPACTION PRICE ADJUSTMENT CALC. $10,000.00 1 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 A42 CONC.CLASS 4000 FOR RETAINING S.Y. $200.00 250 $50,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 19 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 0.00 $0.00 0.00 $0.00 0.00 13 A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. L.F. $55.00 2,910 $160,050.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 14,71. POLYPROPYLENE STORM SEWER PIPE A45 18 IN.DIAM. L.F. $75.00 130 $9,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 14 A46 POLYPROPYLENE STORM SEWER PIPE 24 IN.DIAM. L.F. $120.00 70 $8,400.00 0.00 $0.00 66.70 $8,004.00 66.70 $8,004.00 0.00 $0.00 66.70 $8,004.00 95.29 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 0.00 $0.00 0.00 $0.00 0.00 A48 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 7,21 A49 CONCRETE INLET EACH $1,200.00 1 $1,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21 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 7,14,21 A51 CATCH BASIN TYPE IL EACH $1,550.00 5 $7,750.00 0.00 $0.00 5.00 $7,750.00 5.00 $7,750.00 0.00 $0.00 5.00 $7,750.00 100.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. EACH $3,500.00 2 $7,000.00 0.00 $0.00 2.00 $7,000.00 2.00 $7,000.00 0.00 $0.00 2.00 $7,000.00 100.00 A53 CONNECTION TO DRAINAGE EACH $1,500.00 11 $16,500.00 0.00 $0.00 7.00 $10,500.00 7.00 $10,500.00 0.00 $0.00 7.00 $10,500.00 63.64 A54 ADJUST CATCH BASIN EACH $400.00 5 $2,000.00 0.00 $0.00 2.00 $800.00 2.00 $800.00 0.00 $0.00 2.00 $800.00 40.00 A55 ADJUST VALVE BOX EACH $500.00 18 $9,000.00 4.00 $2,000.00 40.00 $20,000.00 44.00 $22,000.00 0.00 $0.00 44.00 $22,000.00 244.44 A56 ADJUST MANHOLE EACH $750.00 5 $3,750.00 4.00 $3,000.00 5.00 $3,750.00 9.00 $6,750.00 0.00 $0.00 9.00 $6,750.00 180.00 A57 MANHOLE#33 PARTIAL EACH $5,000.00 1 $5,000.00 0.00 $0.00 1.00 $5,000.00 1.00 $5,000.00 0.00 $0.00 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 0.00 $0.00 0.00 $0.00 0.00 13 A59 TREE BOX BIOFILTRATION UNIT EACH $26,000.00 13 $338,000.00 0.00 $0.00 13.00 $338,000.00 13.00 $338,000.00 0.00 $0.00 13.00 $338,000.00 100.00 A60 FILLING PIPE WITH CDF C.Y. $300.00 42 $12,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 18 A61 SHORING OR EXTRA EXCAVATION S.F. $1.00 750 $750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 A62 TELEVISION INSPECTION L.S. $9,000.00 1 $9,000.00 0.0000 $0.00 1.0000 $9,000.00 1.0000 $9,000.00 0.00 $0.00 1.00 $9,000.09 100.00 EROSION CONTROL AND WATER A63 POLLUTION PREVENTION L.S. $20,000.00 1 $20,000.00 0.0344 $688.00 0.9561 $19,122.00 0.9905 $19,810.00 0.0095 $190.00 1.00 $20,000.00 100.00 A64 SILT FENCE LF. $6.00 4,300 $25,800.00 0.00 $0.00 3,145.00 $18,870.00 3,145.00 $18,870.00 0.00 $0.00 3,145.00 $18,870.00 73.14 •®• City of Renton Progress Payment No 15 Project Name: Duvall Avenue NE CAG: G 20-065 ' TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 02/01/2023 to 02/28/23 No. Completed Project Estimates Date: February 28,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments I Payments to Date Estimate to Complete Estimate at Completion Change Bld item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders A65 INLET PROTECTION EACH $100.00 30 $3,000.00 0.00 $0.00 62.00 $6,200.00 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 54,850.00 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 60.00 $3,180.00 545.00 $28,885.00 605.00 $32,065.00 261.00 $13,833.00 866.00 $45,898.00 180.42 A68 PLANTS FOR LANDSCAPING L.S. $77,000.00 1 $77,000.00 0.00 $0.00 1.00 $77,000.00 1.00 $77,000.00 0.00 $0.00 1.00 $77,000.00 100.00 A69 BARK MULCH C.Y. $63.00 100 $6,300.00 0.00 $0.00 100.00 $6,300.00 100.0000 $6,300.00 81.53 55,136.39 181.53 $11,436.39 181.53 A70 SYNTHETIC TURF S.F. $25.00 550 $13,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 27 All IRRIGATION SYSTEM RESTORATION L.S. $6,000.00 1 $6,000.00 0.00 $0.00 1.00 $6,000.00 1.00 $6,000.00 0.00 $0.00 1.00 $6,000.00 100.00 A72 IRRIGATION SYSTEM L.S. $32,000.00 1 $32,000.00 0.0500 $1,603.00 0.9500 $30,400.00 1.0000 $32,000.00 0.00 $0.00 1.00 $32,000.00 100.00 A73 CEMENT CONC.TRAFFIC CURB AND GUTTER LF. $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 CONC.TRAFFIC CURB L.F. $40.00 160 56,400.00 0.00 $0.00 146.50 $5,860.00 146.50 $5,860.00 0.00 $0.00 146.50 $5,860.00 91.56 A75 CEMENT CONC.PEDESTRIAN CURB L.F. $30.00 145 54,350.00 0.00 $0.00 266.50 $7,995.00 266.50 $7,995.00 0.00 50.00 266.50 $7,995.00 183.79 A76 EXTRUDED CURB L.F. $10.00 2,350 $23,500.00 0.00 $0.00 2,400.00 $24,000.00 2,400.00 $24,000.00 0.00 $0.00 2,400.00 $24,000.00 102.13 A77 CEMENT CONC.DRIVEWAY S.V. $90.00 160 $14,400.00 0.00 $0.00 134.35 $12,091.50 134.35 $12,091.50 0.00 $0.00 134.35 $12,091.50 83.97 A78 RAISED PAVEMENT MARKER TYPE 1 HUND $300.00 11 $3,303.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25 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 0.00 $0.00 0.00 $0.00 0.00 25 A80 CHAIN LINK FENCE TYPE 4 L.F. $75.00 30 $2,250.00 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 53,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 2.00 53,600.00 2.00 $3,600.00 100.00 A82 CEMENT CONC.SIDEWALK S.Y. $60.00 1,810 $108,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26 A83 CEMENT CONC.CURB RAMP TYPE EACH $3,000.00 11 533,000.00 0.00 $0.00 12.00 $36,000.00 12.00 $36,000.00 0.00 $0.00 12.00 $36,000.00 109.09 A84 CEMENT CONC.CURB RAMP TYPE SINGLE DIRECTIONAL EACH $3,300.00 1 $3,300.00 0.00 $0.00 1.00 $3,300.00 1.00 $3,300.00 0.00 $0.00 1.00 $3,300.00 100.00 "A85 ELECTRICAL SYSTEM,COMPLETE LS. $825,000.00 1 $825,000.00 0.00073 $601.03 0.88916 $733,559.80 0.88989 $734,160.83 0.1101 $90,839.17 1.00 5825,000.00 100.00 A86 PERMANENT SIGNING L.S. $14,000.00 1 $14,000.00 0.05 $700.00 0.90 $12,600.00 0.95 $13,300.00 0.0500 $700.00 1.00 $14,000.00 100.00 A87 REMOVING PAVEMENT MARKINGS L.S. $2,700.00 1 $2,700.00 0.00 $0.00 1.000 $2,700.00 1.000 $2,700.00 0.00 $0.00 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 0.00 $0.00 0.00 $0.00 0.00 25 A89 PAINTED WIDE LANE LINE L.F. $0.75 350 5262.50 0.00 $0.00 250.00 $187.50 250.00 $187.50 0.00 $0.00 250.00 $187.50 71.43 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 0.00 $0.00 0.00 $0.00 0.00 25 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 54,000.00 20.00 $4,000.00 100.00 A94 PLASTIC TRAFFIC LETTER EACH 5200.00 8 $1,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 A95 TEMPORARY PAVEMENT MARKING- L.F. $0.20 31,500 $6,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25 A96 FUEL COST ADJUSTMENT CALC. $10,000.00 1 $10,000.00 0.000003 $0.00 0.000000 $0.00 0.000000 $0.00 0.00 $0.00 0.00 $0.00 0.00 30 A97 STEEL COST ADJUSTMENT CALC. $10,000.00 1 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 A98 MAILBOX SUPPORT,TYPE 1 EACH $750.00 1 $750.00 0.00 $0.00 1.00 $750.00 1.00 $750.00 0.00 $0.00 1.00 $750.00 100.00 Schedule A Sub-Totals 54,689,752.50 519,305.22 $2,304,713.46 $2,324,018.68 $150,498.80 $2,474,517.48 52.76 Washington State Sales Tax 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4,689,752.50 $19,305.22 $2,304,713.46 $2,324,018.68 $150,498.80 $2,474,517.48 52.76 City of Renton Progress Payment No 15 Project Name: Duvall Avenue NE CAG: LAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FH WA: .; Pay Period: 02/01/2023 to 02/28/23 No. Completed Project Estimates Date: February 28,2023 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 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 Retalnage 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 $2,585.00 $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 1 $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 CO.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 CO.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 $0.00 $0.00 $0.00 $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 $0.00 0.67 $15,808.27 66.71 C.O.5 Totals $40,000.00 $0.00 $15,808.27 $15,808.27 $0.00 $15,808.27 39.52 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 $0.00 790.17 $11,710.32 790.17 $11,710.32 0 $0.00 790.17 $11,710.32 68.53 A8 Utility Conflict Resolution F.A. $14,500.00 -1.00 -$14,500.00 0 $0.00 0 $0.00 0.00 $0.00 0 $0.00 0.00 $0.00 0.00 6-A8 Utility Conflict Resolution F.A. $14,714.54 1.00 $14,714.54 0.00000 $0.00 1.21204 $17,834.66 1.212043 $17,834.66 0.000000 $0.00 1.21 $17,834.66 121.20 A28 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 0.00 $0.00 508.78 $30,526.80 508.78 $30,526.80 0 $0.00 508.78 $30,526.80 118.32 C.O.6 Totals $2,800.00 $0.00 $60,071.78 $60,071.78 $0.00 $60,071.78 2145.42 CO.7 Storm Revisions at 9th A24 REMOVING CEMENT CONC.CURB _ LF. _ $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 LF. $10.00 205 $2,050.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 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 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 17 A45 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 0.00 $0.00 3,258.71 $130,348.40 3,258.71 $130,348.40 20.00 $800.00 3,278.71 $131,148.40 126.93 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 26.24 $2,702.72 7,453.79 $767,740.37 7,480.03 $770,443.09 57.55 $5,927.65 7,537.58 $776,370.74 101.24 A48 DUCTILE IRON SEWER PIPE 12 IN. DIAM. LF. $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-A48 DUCTILE IRON SEWER PIPE 12 IN. DIAM. L.F. $90.00 400 $36,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 S0.00 0.00 $0.00 0.00 21 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 0 City of Renton Progress Payment No 15 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 02/01/2023 to 02/28/23 No. Completed Project Estimates Date: February 28,2023 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 7-A50 CATCH BASIN TYPE 1 EACH $1,400.00 28 $39,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 14,21 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 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13 7-A103 ADDITIONAL SURVEY L.S. $1,680.00 1 $1,680.00 0.00 $0.00 1.00 $1,680.00 1.00 $1,680.00 0.00 $0.00 1.00 $1,680.00 100.00 C.O.7 Totals $23,330.00 $2,702.72 $899,768.77 $902,471.49 $6,727.65 $909,199.14 3897.12 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.V. $84.29 213.55 $18,000.13 0.00 $0.00 285.75 $24,085.87 285.75 $24,085.87 0.00 50.00 285.75 $24,085.87 133.81 C.O.8 Totals $18,000.13 $0.00 $24,085.87 524,085.87 $0.00 $24,085.87 133.81 C.O.9 Sidewalk-Wall Footing 9-A105 SIDEWALK-WALL FOOTING L.F. $15.41 1,455.00 $22,421.55 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 19 C.O.9 Totals $22,421.55 50.00 $0.00 $0.00 $0.00 50.00 0.00 C.O.10 Relocate 1.12 Foundation Form 10-A106 RELOCATE L12 FOUNDATION FORM F.A. $2,500.00 1.00 $2,500.00 0.00 $0.00 1.85 $4,626.93 1.85 $4,626.93 0.00 $0.00 1.85 $4,626.93 185.08 C.O.10 Totals $2,500.00 $0.00 $4,626.93 $4,626.93 $0.00 $4,626.93 185.08 C.O.11 Multi-stem Tree Removal 11-A107 MULTIPLE STEM TREE REMOVAL L.S. $4,907.28 1.00 $4,907.28 0.00 $0.00 1.00 $4,907.28 1.00 $4,907.28 0.00 $0.00 1.00 $4,907.28 100.00 C.O.11 Totals $4,907.28 50.00 $4,907.28 $4,907.28 $0.00 $4,907.28 100.00 C.O.12 Sunset Intersection TC Modification 12-A108 ADDITIONAL CHANNELIZATION DEVICES F.A. $11,000.00 1.00 $11,000.00 0.0000 $0.00 0.4838 $5,322.19 0.4838 $5,322.19 0.00 50.00 0.48 $5,322.19 48.38 12-A109 SIGNAL MODIFICATION ASSISTANCE F.A. $3,500.00 1.00 53,500.00 0.00 $0.00 0.63 $2,216.88 0.63 $2,216.88 0.00 $0.00 0.63 $2,216.88 63.34 C.O.12 Totals $14,500.00 $0.00 $7,539.07 $7,539.07 50.00 $7,539.07 51.99 C.O.13 School Frontage Revisions A20 REMOVING STORM SEWER PIPE L.F. $25.00 -230 -55,750.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 S0.00 0.00 13-A20 REMOVING STORM SEWER PIPE L.F. $25.00 290 $7,250.00 0.00 $0.00 613.50 $15,337.50 613.50 $15,337.50 0.00 $0.00 613.50 $15,337.50 211.55 A27 GRAVEL BORROW INCL.HAUL TON $35.00 -530 -$18,550.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00_ 13-A27 GRAVEL BORROW INCL.HAUL TON $35.00 550 $19,250.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00, 30 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 0.00 $0.00 0.00 $0.00 0.00 ,sir oT •' • City of Renton ' Progress Payment No 15 Project Name: Duvall Avenue NE CAG: CAG 20-065 TI6: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 02/01/2023 to 02/28/23 No. Completed Project Estimates Date: February 28,2023 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 13-A43 SOUD WALL PVC STORM PIPE 4 IN. DIAM. L.F. $20.00 128 $2,560.00 0.00 $0.00 104.50 $2,090.00 104.50 $2,090.00 0.00 $0.00 104.50 $2,090.00 81.64 A58 TRENCH DRAIN L.F. $200.00 -50 -$10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13-A58 TRENCH DRAIN L.F. $200.00 0 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 100.00 7-A73 CEMENT CONC.TRAFFIC CURB AND GUTTER L.F. $25.00 -4,615 -$115,375.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13-A73 CEMENT CONC.TRAFFIC CURB AND GUTTER L.F. $25.00 4,495 $112,375.00 0.00 $0.00 4,609.50 $115,237.50 4,609.50 $115,237.50 0.00 $0.00 4,609.50 $115,237.50 102.55 C.O.13 Totals -$12,040.00 $0.00 $132,665.00 $132,665.00 $0.00 $132,665.00 -1101.87 C.O.14 Storm Revs at NE 12St and MH33 A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. L.F. $55.00 -2,910 -$160,050.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 14-A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. LF. $55.00 3,033.5 $166,842.50 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21 POLYPROPYLENE STORM SEWER PIPE A45 18 IN.DIAM. LF. $75.00 -130 -$9,750.00 0.00 $0.00 0.00 _ $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 POLYPROPYLENE STORM SEWER PIPE 14-A45 18 IN.DIAM. LF. $75.00 0 $0.00 0.00 $0.00 0.00 _ $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A50 CATCH BASIN TYPE 1 EACH $1,400.00 -28 -$39,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 14-A50 CATCH BASIN TYPE 1 EACH $1,400.00 29 $40,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21 C.O.14 Totals -$1,557.50 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 C.O.15 Proof Roll 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.15 Totals 50.00 $O.o0 $0.00 $0.00 $0.00 $0.00 100.00 C.O.17 FH on 10th 7-A25 REMOVING ASPHALT CONC. PAVEMENT S.V. $25.00 -1,310 -$32,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 17-A25 REMOVING ASPHALT CONC. PAVEMENT 5.Y. $25.00 1,331.5 $33,287.50 0.00 $0.00 1,997.25 $49,931.25 1,997.25 $49,931.25 0.00 $0.00 1,997.25 $49,931.25 150.00 C.O.17 Totals $537.50 $0.00 $49,931.25 $49,931.25 $0.00 $49,931.25 9289.53 C.O.18 Storm Pipe Removal in lieu of CDF A60 FILLING PIPE WITH CDF C.Y. $300.00 -42 -$12,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 18-A60 FILLING PIPE WITH CDF C.Y. $300.00 0 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 18-A110 REMOVE STORM PIPE IN UEU OF ABANDON WITH CDF LS. $12,600.00 1.0 $12,600.00 0.00 $0.00 1.00 $12,600.00 1.00 $12,600.00 0.00 $0.00 1.00 $12,600.00 100.00 C.O.18 Totals $0.00 $0.00 $12,600.00 $12,600.00 $0.00 $12,600.00 100.00 C.O.19 Walls in WZB and WZD (iimb) City of Renton Progress Payment No 15 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 02/01/2023 to 02/28/23 No. Completed Project Estimates Date: February 28,2023 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 A42 CONC.CLASS 4000 FOR RETAINING WALL3A S.Y. $200.00 -250 -$50,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 19-A42 CONC.CLASS 4000 FOR RETAINING WALL3A S.V. $200.00 257.7 $51,540.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26 9-A105 SIDEWALK-WALL FOOTING L.F. $15.41 -1,455.00 -$22,421.55 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 19-A105 SIDEWALK-WALL FOOTING L.F. $15.41 1,524.00 $23,484.84 0.00 $0.00 1,553.60 $23,940.98 1,553.60 $23,940.98 0.00 $0.00 1,553.60 $23,940.98 101.94 19-A112 EXPANSION JOINTS FOR WALLS IN WZB AND WZD L.F. $31.36 170.0 $5,331.20 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26 C.O.19 Totals $7,934.49 $0.00 $23,940.98 $23,940.98 $0.00 $23,940.98 301.73 C.O.20 Restoration in WZE A18 CLEARING AND GRUBBING ACRE $20,000.00 -0.700 -$14,000.00 0.000 $0.00 0.000 $0.00 0.000 $0.00 0.00 $0.00 0.00 $0.00 0.00 20-A18 CLEARING AND GRUBBING ACRE $20,000.00 0.770 $15,400.00 0.000 $0.00 0.834 $16,680.00 0.834 $16,680.00 0.00 $0.00 0.83 $16,680.00 108.31 A26 ROADWAY EXCAVATION INCL.HAUL C.Y. $50.00 -6,850 -$342,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 20-A26 ROADWAY EXCAVATION INCL.HAUL C.Y. $50.00 6,957 $347,850.00 0.00 $0.00 6,957.00 $347,850.00 6,957.00 $347,850.00 0.00 $0.00 6,957.00 $347,850.00 100.00 20-A111 REMOVE 5 TREES FROM WZE L.S. $10,518.00 1.0 $10,518.00 0.00 $0.00 1.00 $10,518.00 1.00 $10,518.00 0.00 $0.00 1.00 $10,518.00 100.00 20-A113 ADDED LANDSCAPING IN WZE L.S. $10,505.00 1.0 $10,505.00 1.00 $10,505.00 0.00 $0.00 1.00 $10,505.00 0.00 $0.00 1.00 $10,505.00 100.00 C.O.20 Totals $27,773.00 510,505.00 $375,048.00 $385,553.00 $0.00 $385,553.00 1388.23 CO.21 Revision at CB37 14-A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. L.F. $55.00 -3,033.5 -$166,842.50 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21-A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. L.F. $55.00 3,012.7 $165,698.50 0.00 $0.00 3,107.40 $170,907.00 3,107.40 $170,907.00 0.00 $0.00 3,107.40 $170,907.00 103.14 7-A48 DUCTILE IRON SEWER PIPE 12 IN. DIAM. L.F. $90.00 -400.0 -$36,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21-A48 DUCTILE IRON SEWER PIPE 12 IN. DIAM. L.F. $90.00 419.8 $37,782.00 0.00 $0.00 311.60 $28,044.00 311.60 $28,044.00 0.00 $0.00 311.60 $28,044.00 74.23 A49 CONCRETE INLET EACH $1,200.00 -1 -$1,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21-A49 CONCRETE INLET EACH $1,200.00 2 $2,400.00 0.00 $0.00 2.00 $2,400.00 2.00 $2,400.00 0.00 $0.00 2.00 $2,400.00 100.00 14-A50 CATCH BASIN TYPE 1 EACH $1,400.00 -29 -$40,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21-A50 CATCH BASIN TYPE 1 EACH $1,400.00 28 $39,200.00 0.00 $0.00 28.00 $39,200.00 28.00 $39,200.00 0.00 $0.00 28.00 $39,200.00 100.00 C.O.21 Totals $438.00 $0.00 $240,551.00 $240,551.00 50.00 $240,551.00 377.37 C.O.22 Extra Depth Pulverization 22-A114 ADDITIONAL DEPTH ASPHALT PULVERIZATION IN WZD L.S. $5,050.20 1.00 $5,050.20 0.00 50.00 1.00 55,050.20 1.00 $5,050.20 0.00 50.00 1.00 55,050.20 100.00 0 City of Renton FNTo Progress Payment No 15 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 02/01/2023 to 02/28/23 No. Completed Project Estimates Date: February 28,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Rem Description I Unit I Unit Price I Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders C.O.22 Totals $5,050.20 $0.00 $5,050.20 $5,050.20 $0.00 $5,050.20 100.00 C.O.23 Eight Street Light Modifications 23- A114A LOWER STREET LIGHTS LS. $25,473.00 1.00 $25,473.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1.00 $25,473.00 1.00 $25,473.00 100.00 C.O.23 Totals $25,473.00 $0.00 $0.00 $0.00 $25,473.00 $25,473.00 100.00 C.O.24 L08 Foundation Modification 24-A115 STREET LIGHT L08 FOUNDATION MODIFICATION F.A. $14,000.00 1.00 $14,000.00 0.00000 $0.00 0.06088 $852.36 0.06 $852.36 1.00 $14,000.03 1.06 $14,852.36 106.09 C.O.24 Totals $14,000.00 $0.00 $852.36 $852.36 $14,000.00 $14,852.36 106.09 C.O.25 Pavement Marking Revisions A78 RAISED PAVM ENT MARKER TYPE 1 HUND $300.00 -11.00 -$3,300.00 0.00 $0.00_ 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25-A78 RAISED PAYMENT MARKER TYPE 1 HUND $300.00 0.20 $60.00 0.00 $0.00 0.20 $60.00 0.20 $60.00 0.00 $0.00 0.20 $60.00 100.00 A79 RAISED PAVEMENT MARKER TYPE 2 HUND $350.00 -3.00 -$1,050.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25-A79 RAISED PAVEMENT MARKER TYPE 2 HUND $350.00 2.72 $952.00 0.00 $0.00 2.72 $952.00 2.72 $952.00 0.00 $0.00 2.72 $952.00 100.00 A88 PAINT LINE L.F. $0.60 -12,300 -$7,380.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25-A88 PAINT LINE L.F. $0.60 16,096 $9,657.60 0.00 $0.00 16,096.00 $9,657.60 16,096.00 $9,657.60 0.00 $0.00 16,096.00 $9,657.60 100.00 A91 PLASTIC CROSSWALK LINE S.F. $13.00 -500 -$6,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25-A91 PLASTIC CROSSWALK LINE S.F. $13.00 348 $4,524.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 348.00 $4,524.00 348.00 $4,524.00 100.00 TEMPORARY PAVEMENT MARKING- A95 SHORT DURATION LF. $0.20 -31,500 -$6,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25-A95 TEMPORARY PAVEMENT MARKING- SHORT DURATION LF. $0.20 2,087 $417.40 0.00 $0.00 2,087.00 $417.40 2,087.00 $417.40 0.00 $0.00 2,087.00 $417.40 100.00 25- OT PAY FOR FLAGGING AND A115a FOREMAN LABOR 11-19-22 L.S. $825.15 1.00 $825.15 0.00 $0.00 1.00 5825.15 1.00 $825.15 0.00 $0.00 1.00 $825.15 100.00 25-A116 CURB PAINT,TEMP STOP LINES AND TEMP CROSSWALK ONES LS. $19,474.00 1.00 $19,474.00 1.00 $19,474.00 0.00 $0.00 1.00 $19,474.00 0.00 $0.00 1.00 $19,474.00 100.00 C.O.25 Totals $11,380.15 $19,474.00 $11,912.15 $31,386.15 $4,524.00 $35,910.15 315.55 CO.26 Wall Revisions in WZD A22 REMOVING CEMENT CONC. SIDEWALK S.Y. $30.00 -570 -$17,100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26-A22 REMOVING CEMENT CONC. SIDEWALK S.Y. $30.00 592 $17,760.00 0.00 $0.00 587.42 $17,622.60 587.42 $17,622.60 0.00 $0.00 587.42 $17,622.60 99.23 A32 GRAVEL BACKFILL FOR WALL C.Y. $50.00 -30 -$1,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26-A32 GRAVEL BACKFILL FOR WALL C.V. $50.00 34 $1,700.00 10.00 5500.00 97.00 $4,850.00 107.00 $5,350.00 0.00 $0.00 107.00 $5,350.00 314.71 19-A42 CONC.CLASS 4000 FOR RETAINING WALL 3A S.Y. $200.00 -257.7 -$51,540.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 •41110• City of Renton Progress Payment No 15 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A i Contractor: Reed Trucking and Excavating FHWA: Pay Period: 02/01/2023 to 02/28/23 No. Completed Project Estimates Date: February 28,2023 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 26-A42 CONC.CLASS 4000 FOR RETAINING WALL 3A S.Y. $200.00 325.7 $65,140.00 131.87 $26,374.00 223.60 $44,720.00 355.47 $71,094.00 0.00 $0.00 355.47 $71,094.00 109.14 A82 CEMENT CONC.SIDEWALK S.Y. $60.00 -1,810 -$108,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26-A82 CEMENT CONC.SIDEWALK S.Y. $60.00 1,832 $109,920.00 28.41 $1,704.60 1,863.56 $111,813.60 1,891.97 $113,518.20 0.00 $0.00 1,891.97, $113,518.20 103.27 19-A112 EXPANSION JOINTS FOR WALLS IN WZB AND WZD L.F. $31.36 -170.0 -$5,331.20 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26-A112 EXPANSION JOINTS FOR WALLS IN WZB AND WZD L.F. $31.36 230.0 $7,212.80 132.00 $4,139.52 88.00 $2,759.68 220.00, $6,899.20 0.00 $0.00 220.00 $6,899.20 95.65 26-A117 REMOVE AND DISPOSE OF FENCE AND ROOTS F.A. $5,000.00 1.0 $5,000.00 0.00 $0.00 0.2109 $1,054.28 0.21 $1,054.28 0.00 $0.00 0.21 $1,054.28 21.09 26-A118 VERTICAL REBAR ADDITIONAL WORK F.A. $7,000.00 1.0 $7,000.00 0.0235 $164.37 0.3335 $2,334.31 0.3570 $2,498.68 0.00 $0.00 0.36 $2,498.68 35.70 CO.26 Totals $29,661.60 $32,882.49 $185,154.47 $218,036.96 $0.00 $218,036.96 $778.78 CO.27 Delete Synthetic Turf A70 SYNTHETIC TURF S.F. $25.00 -550 -$13,750.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 C.O.27 Totals -$13,750.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 C.O.28 Additional Working Days 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.28 Totals 50.00 $0.00 $0.00 $0.00 $0.00 $0.00 $100.00 CO.29 FO Revisions 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.29 Totals $0.00 $0.00 $0.00 50.00 $0.00 $0.00 $100.00, C.O.30 Quantity Overruns Al2 FLAGGERS HR $60.00 -3,200 -5192,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 30-A17 FLAGGERS HR $60.00 7,668 $460,080.00 165.25 $9,915.00 7,140.75 5428,445.00 7,306.00 $438,360.00 431.30 $25,878.00 7,737.30 $464,238.00 100.90 A17 SEQUENTIAL ARROW SIGN HR $2.00 -15,000 -530,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 30-A17 SEQUENTIAL ARROW SIGN HR $2.00 18,900 $37,800.00 936.00 $1,872.00 17,951.25 $35,902.50 18,887.25 $37,774.50 1,032.00 $2,064.00 19,919.25 $39,838.50 105.39 A39 ASPHALT COST PRICE ADJUSTMENT CALC. -$20,000.00 1 -$20,000.00 0.000000 $0.00 0.000000 $0.00 0.000000 $0.00 0.0000 $0.00 0.00 $0.00 0.00 30-A39 ASPHALT COST PRICE ADJUSTMENT CALC. $91,838.00 1 $91,838.00 0.001244 $114.25 1.000017 $91,839.53 1.001261 $91,953.78 0.0009 $81.00 1.00 $92,034.78 100.21 A96 FUEL COST ADJUSTMENT CALC. -$10,000.00 1 -$10,000.00 0.000000 $0.00 0.000000 $0.00 0.000000 $0.00 0.00 $0.00 0.00 $0.00 0.00 30-A96 FUEL COST ADJUSTMENT CALC. $16,137.00 1 $16,137.00 0.007343 $118.50 0.996419 $16,079.21 1.003762 $16,197.71 0.01 $191.22 1.02 $16,388.93 101.56 13-A27 GRAVEL BORROW INCL.HAUL TON $35.00 -550 -$19,250.00 0.00, $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00_ 0.00 $0.00 0.00 30-A27 GRAVEL BORROW INCL.HAUL TON $35.00 3,097 $108,395.00 95.61 $3,346.35 3,097.19 $108,401.65 3,192.80 $111,748.00 0.00 $0.00 3,192.80 $111,748.00 103.09 'C.O.30 Totals $443,000.00 $15,366.10 $680,667.89 $696,033.99 $28,214.22 $724,248.21 $103.09 Schedule A Plus C.O.Totals $5,362,035.90 $100,235.53 $5,045,818.72 $5,146,054.25 $229,437.67 $5,375,491.93 Schedule 8 Schedule B 0 City of Renton Progress Payment No 15 .T.% Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 02/01/2023 to 02/28/23 No. Completed Project Estimates Date: February 28,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments I Payments to Date Estimate to Complete Estimate at Completion Change Ad Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders B1 1 MOBILIZATION AND DEMOLITION (NOT TO EXCEED 10%OF TOTAL OF BID SCHEDULE BI L.S. $15,000.00 11 $15,000.00 0.00 $0.00 1.00 $15,000.00 1.00 $15,000.00 0.00 $0.00 1.00 $15,000.00 100.00 82 TRENCH SAFETY SYSTEMS L.S. $2,000.00 1 $2,000.00 0.00 $0.00 1.00 $2,000.00 1.00 $2,000.00 0.00 $0.00 1.00 $2,000.00 100.00 REMOVAL AND REPLACEMENT OF 83 100 UNSUITABLE FOUNDATION TON $60.00 $6,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 B4 SELECT IMPORTED TRENCH BACKFILL TON $35.00 1,265 $44,275.00 0.00 $0.00 1,090.48 $38,166.80 1,090.48 $38,166.80 0.00 $0.00 1,090.48 $38,166.80 86.20 X >-C $0.00 $0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 86 FURNISH AND INSTALL 8-INCH CL 52 20 WATER MAIN WITH RESTRAINED-JOINT FITTINGS AND POLYETHYLENE ENCASEMENT L.F. $140.00 $2,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 17 B7 FURNISH AND INSTALL 12-INCH CL 52 62 WATER MAIN WITH RESTRAINED-JOINT FITTINGS AND POLYETHYLENE ENCASEMENT LF. $125.00 $7,750.00 0.00 $0.00 62.95 $7,868.75 62.95 $7,868.75 0.00 $0.00 62.95 $7,868.75 101.53 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 $0.00 729.50 $98,482.50 729.50 $98,482.50 0.00 $0.00 729.50 $98,482.50 98.58 B9 ADDITIONAL DUCTILE IRON FITTINGS LBS $5.00 3600 $18,000.00 0.00 $0.00 632.00 $3,160.00 632.00 $3,160.00 0.00 $0.00 632.00 $3,160.00 17.56 B10 CONCRETE FOR THRUST BLOCKING C.V. $100.00 27 $2,700.00 0.00 $0.00 16.85 $1,685.00 16.85 $1,685.00 0.00 $0.00 16.85 $1,685.00 62.41 B11 CONNECTION TO EXISTING WATER 4 MAIN EACH $3,500.00 $14,000.00 0.00 $0.00 4.00 $14,000.00 4.00 $14,000.00 0.00 $0.00 4.00 $14,000.00 100.00 812 CUT AND CAP EXISTING WATER 11 MAIN AND ABANDON EXISTING WATER FACILITIES EACH $650.00 `` $7,150.00 0.00 $0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 17 X >i-` $0.00 $0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 g14 FURNISH AND INSTALL 8-INCH GATE 2 VALVE ASSEMBLY EACH $1,400.00 $2,800.00 0.00 $0.00 2.00 $2,800.00 2.00 -$2,800.00 0.00 $0.00 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 1.00 $2,500.00 1.00 $2,500.00 0.00 $0.00 1.00 $2,500.00 100.00 B16 FURNISH AND INSTALL 16-INCH GATE 1 VALVE ASSEMBLY EACH $8,000.00 $8,000.00 0.00 $0.00 1.00 $8,000.00 1.00 $8,000.00 0.00 $0.00 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 2.00 $16,000.00 2.00 $16,000.00 0.00 $0.00 2.00 $16,000.00 100.00 818 FURNISH AND INSTALL FIRE 70 HYDRANT ASSEMBLY ON EXISTING WATER MAIN INCLUDING WET TAP BY APPROVED WET-TAP CONTRACTOR EACH $8,000.00 $56,000.00 0.00 $0 00 7.00 $56,000.00 7.00 $56,000.00 0.00 $0.00 7.00 $56,000.00 100.00 • o • City of Renton Progress Payment No 15 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 02/01/2023 to 02/28/23 No. - Completed Project Estimates Date: February 28,2023 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 B19 FURNISH AND INSTALL 1-INCH 1 WATER SERVICE CONNECTION EACH $1,700.00 $1,700.00 0.00 $0.00 1.00, $1,700.00 1.00 $1,700.00 0.00 $0.00 1.00 $1,700.00 100.00 B20 STORMWATER POLLUTION 1 PREVENTION(AND TESC)PLAN AND IMPLEMENTATION LS. $1,000.00 $1,000.00 0.000 $0.00: UM $1,000.00 1.00 $1,000.00 0.00 $0.00 1.00 $1,000.00 100.00 821 FURNISH AND INSTALL 2-INCH PERMANENT BLOW-OFF ASSEMBLY EACH $3,500.00 1 $3,500.00 0.00 $0.00 44 $3,500.00 1.00 $3,500.00 0.00 $0.00 1.00 $3,500.00 100.00 Sub-Totals $311,075.00 $0.00 $271,863.05 $271,863.05 $0.00 $271,863.05 87.39 Washington State Sales Tan 10.1% $31,418.58 $0.00 $27,458.17 $27,458.17 $0.00 $27,458.17 Schedule B Totals $342A93.58 $0.00 $299,321.22 $299,321.22 $0.00 $299,321.22 87.39 ® City of Renton Progress Payment No 15 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 02/01/2023 to 02/28/23 No. Completed Project Estimates Date: February 28,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item f 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.16 Water Main Connection Rev WATER MAIN CONFLICT 16-622 RESOLUTION F.A. $1,500.00 1.00 $1,500.00 0.00 $0.00 1.32 $1,976.47 1.32 $1,976.47 0.00 $0.00 1.32 $1,976.47 131.76 C.O.16 Totals I $1,500.00 $0.00 $1,976.47 $1,976.47 $0.00 $1,976.47 131.76 C.O.17 FH on 10th FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH RESTRAINED-JOINT FITTINGS AND B6 POLYETHYLENE ENCASEMENT L.F. $140.00 -20.00 -$2,800.00 0.00 $0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH RESTRAINED-JOINT FITTINGS AND 17-B6 POLYETHYLENE ENCASEMENT L.F. $140.00 52.00 $7,280.00 0.00 $0.00 56.45 $7,903.00 56.45 $7,903.00 0.00 $0.00 56.45 $7,903.00 108.56 CUT AND CAP EXISTING WATER MAIN AND ABANDON EXISTING B12 WATER FACILITIES EACH $650.00 -11.00 -$7,150.00 0.00 $0.00 0.00 $0.00 0.00 S0.00 0.00 $0.00 0.00 $0.00 0.00 CUT AND CAP EXISTING WATER MAIN AND ABANDON EXISTING 17-812 WATER FACILITIES EACH $650.00 13.00 $8,450.00 0.00 $0.00 13.00 $8,450.00 13.00 $8,450.00 0.00 $0.00 13.00 $8,450.00 100.00 MODULAR BLOCK WALL AND 17-623 SURVEY FOR FH L.S. $6,000.00 1.00 $6,000.00 0.00 $0.00 1.00 $6,000.00 1.00 $6,000.00 0.00 $0.00 1.00 $6,000.00 100.00 C.O.17 Totals I $11,780.00 $0.00 $22,353.00 $22,353.00 $0.00 $22,353.00 189.75 Schedule 8 C.O.Sub-Totals $13,280.00 $0.00 $24,329.47 $24,329.47 _ $0.00 $24,329.47 183.20 Washington State Sales Tax 10.1% $1,341.28 $0.00 $2,457.28 $2,457,28 $0.00 $2,457.28 Schedule B Change Order Totals $14,621.28 $0.00 $26,786.75 $26,786.75 $0.00 $26,786.75 183.20 Schedule B Plus Schedule B C.O.Totals $357,114.86 $0.00 $326,107.96 $326,107.96 $0.00 $326,107.96 91.32 Schedule C Schedule C Cl SPCC PLAN L.S. $500.00 1.00 $500.00 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 $20,000.00 200.00 $20,000.00 0.00 $0.00 200.00 $20,000.00 111.11 C4 LATERAL TRENCH LF. $75.00 1,150.00 $86,250.00 0.00 $0.00 1,122.00 $84,150.00 1,122.00 $84,150.00 0.00 $0.00 1,122.00 $84,150.00 97.57 INSTALL VAULT-PSE TYPE C5 2'6"02'6"x2'0" EACH $800.00 2.00 $1,600.00 0.00 $0.00 1.00 $800.00 1.00 $800.00 0.00 $0.00 1.00 $800.00 50.00 INSTALL VAULT-PSE TYPE C6 4'8"07'0"x5'8" EACH _ $1,000.00 4.00 $4,000.00 0.00 $0.00 4.00 $4,000.00 4.00 $4,000.00 0.00 $0.00 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 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 INSTALL VAULT-COMCAST TYPE C8 1'6"x3'0"PEDESTAL EACH $750.00 1.00 $750.00 0.00 $0.00 1.00 $750.00 1.00 $750.00 0.00 $0.00 1.00 $750.00 100.00 QCity of Renton Progress Payment No 15 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 02/01/2023 to 02/28/23 No. a Completed Project Estimates Date: February 28,2023 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 INSTALL CONDUIT PIPE-2 IN.DIAM. C9-PSE L.F. $12.00 30.00 $360.00 0.00 $0.00 223.00 $2,676.00 223.00 $2,676.00 0.00 $0.00 223.00 $2,676.00 743.33 INSTALL CONDUIT PIPE-3 IN.DIAM. C10-PSE L.F. $13.00 270.00 53,510.00 0.00 $0.00 320.00 $4,160.00 320.00 $4,160.00 0.00 $0.00 320.00 $4,160.00 118.52 INSTALL CONDUIT PIPE-4 IN.DIAM. C11-PSE L.F. $11.00 3,280.00 $36,080.00 0.00 $0.00 3,166.50 $34,831.50 3,166.50 $34,831.50 0.00 $0.00 3,166.50 $34,831.50 96.54 INSTALL CONDUIT PIPE-6 IN.DIAM. C12-PSE L.F. $22.00 220.00 $4,840.00 0.00 $0.00 232.00 $5,104.00 232.00 $5,104.00 0.00 $0.00 232.00 $5,104.00 105.45 "Ili . - City of Renton W.F. Progress Payment No 15 2 Project Name: Duvall Avenue NE CAG: CAG 2. TIB: N/A Contractor: Reed Trucking and Excavating FHWA: - Pay Period: 02/01/2023 to 02/28/23 No. Completed Project Estimates Date: February 28,2023 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 INSTALL CONDUIT PIPE-4 IN.DIAM. C13-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 $169,116.50 $169,116.50 $0.00 $169,116.50 100.15 Washington State Sales 10.1% $17,055.87 $0.00 $17,080.77 $17,080.77 $0.00 $17,080.77 Schedule C Totals $185,925.87 $0.00 $186,197.27 $186,197.27 $0.00 $186,197.27 100.15 Schedule C Change Orders Schedule C Change Orders c.o.xxx $0.00 $0.00 $o.00 o.00 $o.00 $0.00 o.00 So.00 #DIV/o! $o.00 $0.00 $o.00 $0.00 0.00 So.00 #oIV/ol $o.ao $0.00 $o.00 o.00 SO.00 $o.00 o.00 $0.ao #Dlv/o! C.O.XXX Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/ol c.o.xxxx $0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 #DIV/01 So.00 $0.00 $0.00 o.00 $o.00 $0.00 0.00 $0.00 #DIV/o! $0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 #DIV/o! C.O.XXXX Totals $0.00 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 #DIV/01 Washington State Sales Tax 10.1% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Schedule C Change Order Totals $0.00 $0.00 $0.00 $0.00 50.00 $0.00 #DIV/01 Schedule C Plus Schedule C C.O.Totals $185,925.87 $0.00 $186,197.27 $186,197.27 $0.00 $186,197.27 (Total Schedule A,B and C Plus Change Orders $5,905,076.62 .0. City of Renton Progress Payment No 15 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 02/01/2023 to 02/28/23 No. Completed Project Estimates Date: February 28,2023 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 I Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost %of Contract Orders *Schedule A Materials on Hand(MOH for BI A85 Electrical System Complete) $0.00 $69,220.89 $69,220.89 **Deferral(BI A85 Electrical System Complete-Fiber Optic Work) $21,831.12 -$21,831.12 $0.00 Projected Final Total Amount All Schedules and Estimate to Complete Change Orders Schedule A Plus Schedule A C.O.Totals $100,235.53 $5,045,818.72 $5,146,054.25 Schedule B Plus Schedule B C.O.Totals $0.00 $326,107.96 $326,107.96 Schedule C Plus Schedule C C.O.Totals $0.00 $186,197.27 $186,197.27i Total All Schedules and Change Orders,MOH and Deferrals $122,066.65 $5,605,513.72 $5,727,580.371 I $229,437.67 I 55,887,797.16 Retainage 0%due to Retainage Bond $0.00 $0.00 $0.00 Pay This Amount $122,066.65 Approvals For This Progress Payment oi Si• ature Date Signature Date Resident Engineer — .^'A\VA 2/28/23 Contractor 'frte Uaiviat 2/28/23 Project Manager !! Transportation Design Mgr. Robert M.Hanson v7iea rtmenState Field No'_ Record (Sketch Grid) Department of '1Yanspi _ Rion Renton - Duvall Avenue NE Book No. Page No. 130 Contract No. Station Line 1.C/S CAG 20-065 King County Staked By Date Work Started Work Completed 2/23/23 2/01/23 2/16/23 Calculated By 1 Date Checked By Date Inspector's Signature Date MB 2/23/23 ` LT) zpoi 3 259.5 Days Expired V A4 - Project Red Line Drawings = 75% 259.5/262 days] + 0% [Record Drawings not submitted] = 74.28% to date - 71.71% prey = 2.57% this estimate I, • A6 -ADA Feature Surveying = 75% for work comple'e + 0x75% upon completion = 75.00% to date - 75.00% prey = 0% th s estimate A9 - Covid-19 Health and Safety Plan = 25% for approved plan + 75% [259 5/262 days] = 99.28% to date - 96.71% prey = 2.57% this estimate ✓ A10 - Other Temporary Traff c Control = 100% [259.5/262 days] = 99.05% to date - 95.61% prey = 3.44% this estimate yr All - Traffic Control Supery sor = 100%.[259.5/262 days] = 99.05% to date - 95.61% prey = 3.44% this estimate 1/ o Basis S Initials Item No. Item Gr No up Date Unit Quantity RAMS No. Acceptance CAPNo.Entry Post OK Est.No. A4 Project Red Line 2/16/23 LS 2.57% N/A Calc MB To 15 Drawings A6 ADA Feature Surveying 2/16/23 LS 0% N/A Calc MB ris 15 A9 Covid-19 Health and 2/16/23 LS 2.57% N/A Calc MB 776 15 Safety Plan Al O Other temporary Traffic 2/16/23 LS 3.44% N/A Calc MB 17/ 15 Control Al 1 Traffic Control 2/16/23 LS 3.44% N/A Calc MB 15 Supervisor J t/J DOT Form 422-636 EF Revised 9/96 � Washington State �I/ Department of Transp i -Won Field hie __ Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 129 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 2/23/23 2/01/23 2/16/23 Calculated By Date Checked By Date Inspector's Signature Date MB 2/23/23 1 7. VI 7S6 A63 - Erosion Control and Wa er Poll ton Prevention = 100% [259.5/262 days] = 99 05% to date - 95.61% •rev = ,.44% this estimate A72 - Irrigation System = 100.1% for work completed = 100:0% to date - 95.0% p ev = 5 0% this estimate A85 - Electrical System, Corm)lete = 1(21.8%[I,stall light pole foundation]+1.9%[ nstall founda- tion for relocated flashing bea on po e]+1.3%[I istall signal pole foundation]+0.2%[Relocate sic- na' pole]+0.2%[Relocate flas ing be.:con hole]+0.4%[Install concrete pad for service or con- • - ill Ao : - a _ - - a . a el e - ' 1°. s - a - as , - -• . . _ _•• I Io .- stall conduit and boxes per tr=nch fo•t]+9.7%[Subcontractors MOB -Totem]) + 0.7%[Lot demo ex sting components] +0.64x '0.8%[I stall light std &fixture]+3.4%[Install system wire and ter- miriations]+0.2%[Lot t-sting a d spli ing]) 88.916% to date - 88.G 16'o prey = 0% this esimate A86 - Permanent Signing = 9 1% for ork completed = 95.0% to date - 90.0% pr=v = 5.1% this estimate A113 -Added Landscaping in WZE 100% for work comple e = 100% to date - 0% prey = 100% his estimate '.-- A116 - Curb Paint, Temp Stoe Lines and Temp Crosswalk Line 100% for work complete = 100% to date - 0% pr- = 100% his estimate Group Basis of Material CAPS Entry Initials Item No. Item No Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. A63 Erosion Control and Waver Pollution Prevention 2/16/23 LS 3.44% N/A Calc MB 175 15 A72 Irrigation System 2/16/23 LS 5.0% N/A Calc MB 116 15 Electrical System, 2/16/23 A85 Complete LS 0% N/A Calc MB er(. 15 A86 Permanent Signing 2/16/23 LS 5.0% N/A Calc MB`S 15 A113 Added Landscaping 2/16/23 LS 100% N/A Calc MB TO 15 in WZE A116 Curb Paint, Temp 2/16/23 LS 100% N/A Calc MI3c7.92 15 Stop&XWalk Lines DOT Form 422-636 EF Revised 9/96 4111h► V; Washington State Department of Transp.,...ition Field Nc Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 128 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 2/23/23 2/01/23 2/16/23 Calculated By Date Checked By Date Inspector's Signature Date MB 2/23/2322 Material On -land text in italics are previous MOH deductions Totem Invoices: PP1 = $16,880.03 conduit: 100% installed to date*$16,880.03= -$16,880.03 -(-$16,880.03) = $0 Net change - PP6= $60,868.62 Light Fixtures: 64% installed to date * $60,868.62 =-$38,955.92 - (-38,955.92) = Net Change = 0 PP2 = $18,121 jboxes : 100°%0 installed to date * $18,121=-$18,121- (-$18,121) =Net chg = 0 PP3 = $20,594 for wire : 56% installed to date*$20,594 = -$14,655.81 -(-$14,655.81) = Net chg = 0 i PP5 = $41,855 Anchor Bolts: (25EA/25EA*$41,855 install WZC&B= -$41,855-(-$41,855) = Net change = 0 PP5 = $114,860 Light Poles: 64% installed to date * $114,860 = -$73,510.40 - (-73,510.40) = Net change = 0 Ferguson Invoices: —I PP2 :$36,112 (pipe): =100% installed*($39,527.79) installed =-$39,527.79-(-$39,527.79) Net change = $0 _Ferguson Invoice: PP5 = $218,530 (Filterra): (13EA/13EA)*$218,530 = -$218,530-(-$218,530) Net change = $0 Net change to MOH: = (-$0-$0-$0-$0-$0)+($0-$0) = (Totem) +(Ferguson) = -$0 Net change I 1 i I Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No I MOH Totem (PP1) 02/16/22 LS -$0 Visual MB 15 _ MOH Totem (PP2) 02/16/22 LS -$0 Visual MB 15 MOH Totem (PP3) 02/16/22 LS -$0 Visual MB 15 MOH Totem (PP5) 02/16/22 LS -$0 Visual MB 15 MOH Totem (PP5) 02/16/22 LS -$0 Visual MB 15 MOH Totem (PP6) 02/16/22 LS -$0 Visual MB 15 MOH Ferguson (PP2) 02/16/22 LS -$0 Visual MB 15 MOH Ferguson (PP5) 02/16/22 LS -$0 Visual MB 15 DOT Form 422-636 EF Revised 9/96 City of Renton Duvall Ave NE G&O 820593 PP15 Materials On Hand Yet To be Invoke Description PP1 PP2 PP3(a) PP3(-I PP4(+) PP4(-) PP5(+) PPS(-) PP6(+) PP6(-) PP7(-) PP8(-I PP9(-) PP10(-) PP11(-) PP12(-) PP13(-) PP14(-) PP15(-) installed Totem(PP1)49323272584(Conduit) $16,880.03 -$1,132.70 -$2,350 00 -$1,057.30 -$426.00 -$9,550.83 -$2,363.20 $0.00 Totem(PP2)49324949716(1box and vaults) $18,121.68 -$7,973.24 -$1,449.68 -$6,161.72 -$2,537.04 $0.00 Totem(PP3)42934755 and #325478145(wire and!box lids) $20,594.37 -$8,607.84 -$781.20 -$2,309.44 -$2,957.33 $0.00 $5,938.56 Totem(PPS)2926217(Anchor Boks) $41,855.00 -$16,742.00 -$5,022.60 -$10,045.20 -$10,045.20 $0.00 Totem)pp5)2926217-01(street light poles) $114,860.00 $73s10.40 $41,349.60 Totem)PP6)(street light fixtures) $60,868.62 -$38,955.92 $21,912.70 Ferguson(PP2)1028177 and 1061343 -- (PP Storm Pipe) $39,527.79 -$8,076.14 -$3,566.00 -$4,607.57 -$18,021.29 41,304.01 -$3,952.78 $0.00 Ferguson)PP4)(DI water and storm prpe) $82,556.00 -$10,442.00 -$15,039.00 457,075.00 $0.00 Ferguson(PPS)1058045(Filters) $218,530.00 -$100,860.00 -$67,240.00 -$50,430.00 $0.00 Shope(PP2)10015802 and 10015804 (CBs) $5,621.12 -$3,863.10 -$396.40 -$1,361.62 $0.00 Total This Period $16,880.03 $63,270.59 -$1,085.41 $65,801.60 $343,503.27 -$79,949.95 -$142,112.76 -$10,045.20 $0.00 -$54,382.78 -$2,363.20 $0.00 -$127,358.00 -$2,957.33 $0.00 W/ Washington State Department of Transpo,.....ition Field No Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 127 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 2/23/23 2/01/23 2/16/23 Calculated By Date Checked By Date Inspector's Signature Date MB 2/23/23 17415 • A39 HMA Cost Adjustment _ February - $114.25 A96 Fuel Cost Adjustment February -.$118.50 I Initials Item No. Item Group Date Unit Quantity RAMS No. Basis of Material CAPS Entry Est.No. No. Acceptance No. Post OK A39 HMA Cost Adjustment 2/16/23 Calc $114.25 N/A Est. MB 15 Ag6 Fuel Cost Adjustment 2/16/23 Calc $118.50 N/A Est. MB 15 DOT Form 422-636 EF Revised 9/96 PP 15 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/bizJconstruction/pdf/referencecosts.pdf CURRENT REFERENCE COST $545.00 ELIGIBLE BID ITEM UOM Qty This Est. HMA Cl. 1/2 In. PG 64-22 Ton 26.24 HMA for Approach Cl. PG HMA for Preleveling Cl. PG HMA for Pavement Repair Cl. PG Commercial HMA Sum of Quantities 26.24 Asphalt Cost Price Adjustment $114.25 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. Date Effective Begin Period End Period Eastern Western 02/22/2023 02/01/2023 02/15/2023 $545.00 $545.00 02/13/2023 01/16/2023 01/31/2023 $545.00 $545.00 01/19/2023 01/01/2023 01/15/2023 $545.00 $545.00 01/03/2023 12/16/2022 12/31/2022 $545.00 $545.00 PP 15 FUEL COST ADJUSTMENT (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 3.75 West Coast less California Lower Threshold 3.07 Monthly Fuel Cost 4.44 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 6-A 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 95.61 0.17 gal/ton 16.2537 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 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 7-A 37 HMA Cl. 1/2 In. PG 64-22 Ton 26.24 0.90 gal/ton 23.616 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 131.87 1.00 gal/cy 131.87 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 171.74 Monthly Fuel Cost Payment/Credit $118.50 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. Energy Information e I eN")a Administration PETROLEUM & OTHER LIQUIDS OVERVIEW DATA ANALYSIS&PROJECTIONS GLOSSARY> FAQS> Weekly Retail Gasoline and Diesel Prices (Dollars per Gallon,Including Taxes) Area: U.S. v Period: Weekly v Show Data By: View Product 'Area (:!ear 01/16/23 01/23/23 01/30/23 02/06/23 02/13/23 02/20/23 History Gasoline-All Grades ❑ 3.416 3.519 3.594 3.552 3.502 3.494 1993-2023 All Grades-Conventional Areas 0 3.306 3.420 3.499 3.446 3.397 3.381 1994-2023 All Grades-Reformulated Areas 0 3.635 3.715 3.784 3.763 3.712 3.718 1994-2023 Regular 0 3.310 3.415 3.489 3.444 3.390 3.379 1990-2023 Conventional Areas ❑ 3.225 3.340 3.417 3.362 3.311 3.293 1990-2023 Reformulated Areas ❑ 3.494 3.577 3.645 3.622 3.563 3.566 1994-2023 Midgrade 0 3.782 3.880 3.954 3.931 3.902 3.908 1994-2023 Conventional Areas ❑ 3.620 3.741 3.819 3.793 3.754 3.752 1994-2023 Reformulated Areas ❑ 4.027 4.090 4.157 4.143 4.126 4.145 1994-2023 Premium 0 4.096 4.189 4.270 4.246 4.212 4.215 1994-2023 Conventional Areas ❑ 3.957 4.069 4.151 4.116 4.079 4.070 1994-2023 Reformulated Areas ❑ 4.265 4.333 4.413 4.402 4.373 4.391 1994-2023 Diesel(On-Highway)-All Types ❑ 4.524 4.604 4.622 4.539 4.444 4.376 1994-2023 Ultra Low Sulfur(15 ppm and Under) 0 4.524 4.604 4.622 4.539 4.444 4.376 2007-2023 Low Sulfur(Above 15 ppm to 500 ppm) ❑ 2007-2008 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 in this area.RFG area is an ozone nonattainment area designated by the U.S.Environmental Protection Agency(EPA),which requires the use of reformulated gasoline.We stopped publishing Low Sulfur On-Highway Diesel(LSD)prices at the U.S.level on December 8,2008,because fewer stations were selling LSD as a result of EPA diesel fuel regulations.We 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.We 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.For months and years with incomplete weekly data series,the monthly and/or annual averages are not available.On May 14,2018,we implemented statistical methodology changes to improve the accuracy of the weekly retail gasoline price estimates.As a result of these statistical methodology changes,the published retail gasoline estimates for May 14,2018,are not directly comparable to those published for May 7,2018.On June 13,2022,we implemented statistical methodology changes to improve the accuracy of the weekly retail on-highway diesel fuel price estimates.As a result of these statistical methodology changes,the published retail on-highway diesel fuel prices for June 13,2022 are not directly comparable to those published for June 6,2022. See Definitions,Sources,and Notes link above for more information on this table. Release Date:2/21/2023 Next Release Date:2/27/2023 US. Energy Information ela Administration PETROLEUM & OTHER LIQUIDS OVERVIEW DATA ANALYSIS&PROJECTIONS GLOSSARY, FAQS r Referring Pages: • Retail Prices for Diesel(On-Highway)-All Types • West Coast less California Gasoline and Diesel Retail Prices View History. Q Weeltiy O Monthly 0 Annual Download Data(XLS File) Weekly West Coast(PADD 5)Except California No 2 Diesel Retail Prices j DOWNLOAD Dollars per Gallon 6 2 0 2012 2013 2d14 2015 2016 2017 2018 2019 2020 2021 2022 -Weekly West Coast(PADD 5)Except California No 2 Diesel Retail Prices el Source:U.S.Energy Information Administration Chart Tools _-. no analysis applied v 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-Dee 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 04123 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 12103 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 0826 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 02103 3.902 02/10 3.901 02/17 3.911 02/24 3.948 • End Date C Value End Date 4 V� End Date F Value End Date I Value End Date I Vti _i 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 . 2015-Sep 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 2016-Jan 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 2.097 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 2016-Jul 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 2016-Sep 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 2017-Jan 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 2017-Jun 06/05 2.724 06/12 2.681 06/19 2.655 06/26 2.626 2017-Jul 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 2017-Sep 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 02/05 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 Week 4 Week 5 2019-Jan 01/07 3.180 01/14 3.13U 01/21 3.115 01/2S 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 12/30 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 • • Week 1 Week 2 Week 3 Week 4 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 3.661 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-Highway)-All Types • VVest Coast less California Gasoline and Diesel Retail Prices Washington State WI Department of Transp ._Aon Field Nc>,5 Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 126 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 2/23/23 2/01/23 2/16/23 Calculated By Date Checked By Date Inspector's Signature Date MB 2/23/23 Tb3 7 j?7�j Force Account Summary Change Order 25 ---A-11-8—VerticaFRebar Additional-Work 1/'9 - $2,47437 - $ ,11000(prevest) = $16- 37 A32 - Grave] Backfill for Wall *See t ckets PP 14 - 97 TN/1.61 to/cy = 60.25 CY PP 15 - 75.34 TN/1.61 tn/cy = 46.80 CY Total= 107.0 CY-97.0 CY(Prev Est.) = 10.0 CY ,Leyte - k ,1 7o a7C9__ Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. A118 Vertical 1/12/23 FA $164.37 N/A Calc MB ' 15 Additionalal Work Wo A32 Gravel Backfill for Wall 2/15/23 CY 10.0 N/A Calc MB 7 15 DOT Form 422-636 EF Revised 9/96 0 Force Account Summary Contract Number Date Change Order No. CAG-20-065 1/12/2023 26 Prime Contractor Subcontractor/Lower Tier Subcontractor Reed Trucking and Excavating,Inc. TSI Labor Date Amount 1 1/12/2023 S 90203 2 $ - 3 $ - 4 $ - 5 $ - 6 $ - 7 $ - 8 $ - 9 $ - 8 Total $ 909.03 9 31%Overhead,Profit,Etc. $ 281.80 10 Labor Total $ 1,190.83 Equipment Date Amount 11 $ - 12 $ - 13 $ - 14 $ - 15 $ - 16 $ - 17 $ - 18 Total $ - 19 21%Overhead,Profit,Etc. $ - 20 Equipment Total $ - Materials Date Amount 21 1/12/2023 $ 841.68 22 $ - 23 $ - 24 $ - 25 $ - 26 $ - 27 $ - 28 Total $ 841.68 29 21%Overhead,Profit,Etc. $ 176.75 30 Materials Total $ 1,018.43 31 Mobilization 32 Subcontractor $ 1,190.83 Subcontractor Markup 12%/10%/7% 33 $ 265.11 $25,000/$100,000/Over 34 Force Account Total $ 2,474.37 Inspector Date Contractor Date die Daily Report of Force Account Labor Contract Number Date Change Order No. Z 47 CA -Zo- 0(05 (— 1Z - 23 Prime Contractor el D Subcontractor/Lower Tier Subcontractor Hours Worked Worker Occupation, Use Prevailing Wage Description Reg,Rate O.T. Rate Amount Reg.eg O.T. 1 r3 c AA) ✓o,J) �N5 411 S _ ,C0 re /roll-i /,c ;It_ �e b ipc J $ - 2 4 fv�.4r J ro5 4-I( S / a bor e 2 ld-c %i7- (e e 604_ 3 $ - 3 ��,/1eA- C2 o rley 44kviGk-_ ( ,`ci s le 46/J� _ 3 $ - 4 �1btj J eL cK LAbaref %cf t� P1r6.+-<__ 3 $ - 5 / $ - 6 $ - 7 $ - 8 $ - 9 $ - 10 $ - Ins o ' �' Date Contractor Date $ h'� A.e l jA2 W / "/Z' Z 3 Total iiR Daily Report of Force Account Labor Contract Number Date Field Work Directive No. CAG 20-065 1/12/2023 Prime Contractor Subcontractor/Lower Tier Subcontractor Reed Trucking and Excavating, Inc. TSI Hours Worked Worker Occupation,Use Prevailing Wage Description Reg. Rate O.T. Rate Amount Reg. O.T. 1 Brandon Ingalls Foreman 3.0 0 $ 86.33 $ - $ 258.99 2 Matthew Ingalls Laborer 3.0 0 $ 77.87 $ - $ 233.61 3 Tyler Gourley Apprentice 70% 3.0 0 $ 60.94 $ - $ 182.82 4 Joel Jezek Laborer 3.0 0 $ 77.87 $ - $ 233.61 5 $ - 6 $ - 7 $ - 8 $ - 9 $ - 10 $ - Inspector Date Contractor Date Total $ 909.03 "itiR Daily Report of Force Account Materials • Coact Number Date Change Order No. A6- Ze- O6,5 - t l -Z 3 Z 6 Prime ntractor Sub tractor/ Lower Tier Subcontractor Vendor or Stock Date Used Material Description Quantity Unit Price Amount Record 1 3 30 20 j,,v5.7(4 �' 8c?-- 3O $ - 2 3 4 5 6 7 8 9 10 Total $ - InspectoQ I air � Date Contractor Date �i Z '— ( 3 =IR Daily Report of Force Account Materials Contract Number Date Change Order No. CAG 20-065 1/12/2023 26 Prime Contractor Subcontractor/Lower Tier Subcontractor Reed Trucking& Excavating,Inc. Date Used Material Description Vendor or Stock Quantity Unit Price Amount Record 1 1/12/2023 #4 Rebar 1.00 $ 841.68 $ 841.68 2 $ - 3 $ - 4 $ - 5 $ - 6 $ - 7 $ - 8 $ - 9 $ - 10 $ - Total $ 841.68 Inspector Date Contractor Date Til Depart. ment of Transw don Field No Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 125 Contract No. Station Line C/S CAG 20-065 King County Staked By 'Date Work Started Work Completed 2/23/23 02/01/23 02/16/23 Calculated By j Date Checked By Date Inspector's Signature Date MB 2/23/23 TZ,f7 ZiZ,37/ZZ I A'7 - Sequential Arrow Si A42 - Conc Class 4000 for Retaining Wall 2/1 - 2/7 4 9n 2/8 - 25.23 SY 72 HR x 7 days = 504 HR 2/8 - 2/16 A55 - Adjust Valve Box 48 HR x 9 days = 432 HR 2/9 - 2EA 2/13 - 2EA Total = 936 HR Total = 4 EA AF - Adjust Manhole Al2 Flaggers Al 3 Other TC Labor 2/91 2 EA 2/6 - '4HR 2/6 - 5HR 2/' 3 - 2EA 2/7 - ' 0.25 H R 2/7 - 14 HR Total = 4 EA 2/8 22 HR 2/8 3 HR 2/9 - 23.5 HR 2/9 - 5 HR 2/13 - 22.5 HR . 2/13 - 5 HR A112 - Expansion Joints for Walls in WZB 2/15 - 20,5HR 2/15 -4 H R and WZD 2/16 - 3 HR 2/16 -6.5 I IR 2/8 -36 LF Total = 115.75 HR Total = 42.5 HR A37- HMA *See tickets A27 - Gravel Borrow *See tickets 2/13 - 19.94 TN 2/13 - 95.61 TN 2/15 - 1.3 TN Total = 21.24 TN Group Basis S Initials Item No. Item No Date Unit Quantity RAMS No. AcceptanceofMaterial CAP No.Entry Post OK Est.No. A17 Squential Arrow Sign 2/16/23 HR 936 NA Visual MB erZg, 15 Al2 Flaggers 2/16/23 HR 115.75 NA Visual MBA 15 A13 Other TC Labor 2/16/23 HR 42.5 NA Visual MB - 15 A27 Gravel Borrow 2/16/23 TN 95.61 NA Visual MB 15 A37 HMA CL. 1/2 In. PG 2/16/23 TN 21.24 NA Visual MB 15 64-22 I V/ A42 Conc Class 4000 for 2/16/23 SY 25.23 NA Visual MB . 15 Retaining Wall A55 Adjust Valve Box 2/16/23 EA 4 NA Visual MB 'ill 15 A56 Adjust Manhole 2/16/23 EA 4 NA Visual MB 11- 15 DOT Form 422-636 EF Revised 9/96 A112 Expansion.Jointsfo�r,^ 2/16/23 LF 36 NA Visual MR 115 15 ....... •• ..... .......r .......... ...:. .................. ..... .................. - , •. ...... .... • • �...........•...•.. . ...\..........\.\.... ♦ • . ! \ • . i ,...f. /0,c, ,j LI57, 333 OW { ------ ,.._ 1 9 2taII S - . 55 in so , o ( i I he _ • t o')' l = hR ' C = „ Fit „ "7s _ �� ► ti °1c. G1 ___ _.,_ ... _. i v i I li 9" —— o X - � '� CZ� h2-z Z' �' � - „gs � „ Zs 1° S = „ ham x oi t::; ff...' ';e - l f /� Z C. ) �, . �/ „ Lq • q j.7,, {, t Ilt.t.Mg. .1 --„ . iti tr. ,, ,� 1 IIIF t Mit . Ia39 -'EZ-1 l-Z US 1 PodaS/LinU?ri ' IaaM 10 Ado, 4-.. a Field Note ecord (Sketch Grid) , Book No. -1 Page No. 124 Contract No. Station Line - C/S. CA 7 Z°- °OS- 8q z f©v /0 92 71`5? ,Ou, ,111 // 4(1,1= , tiS GC), Staked By Date- Work Started Work Completed 2c&c,t a; . C6/41-eS- Z / - Z Z-3 --z.53 - - Calculated/ By IDate Checked By Date Ins actor's Signature Date ( . / 14eJ-4L.. 0- 3 .23 MB /17/23 IV-1 .,,.__ 2-11--2 3 . j-1 -12' - f/45.5` -iS ( 2- 1 ) 7 / 7 , 2_ 4C ,.s 0 _-3 (:.)q)I - /o/d( ;_-- yy. S A67 - Topsol A- /1 C 1 cLA,,,-,c- (?- (/ . S z --2 ( ; S ) Z -3( I ) *6) CY from 12,'19,pad oLtt trips efst. bee topso I TG'ln( Z dt 5- .J- - - tidtc443 fife''. C3t. A- -4lz re c. / 1.-'141,.,. -/ iti,�/7s . 2- -/ - z 3 �- yc Z - �1" = 2. G O 'vCZ' - ✓j 4 7- 2 ) 4' 5� 2 3 - 25 .31 = 37•k .= Li i .?3y xs6'4 -- e r 9 4!_ Yg 3 cif / S4 _ i 73 Lf7. 5' 5 -'(=,C 5 k. 6, A - G> 1 - 3 ,^- 2 /Y4 v l c k G 6,6 Y S ze'S 1-`c.i; (,- -3 us r AL L�f---) :4 ' i- / z - 23 _ 3 C) C ./1 v n .5-i-1' i �'',' 'd �i, . A - gZ_ �0 ,y c. S 14 . `k l k 3 i / , `y)X6 3 7 y 2 G 3 3 A- �/L ii n /0 Tv S D2eP•-d n (3 P 4 i Sy ' 1L 1 .0 00 /✓_5 //�fe rid' !Gze6Jw✓ /9 l2 - 4 effIS`Li/ de.P'/ S' .f / a/v� .(.rej ej A 1 i 3 rell-ffri. A Q��e-�/1' --- '2- ' e *SeeLS FNR 90 `/b A'a44' y,c- - G - 3 Y ei-/ - f'‘‘, . Group Basis aP Material CAPS Entry Initials Item No_ Item No Date Unit Quantity RAMS No. Acceptance No. - Post OK Est No. 4-1 Z qii,9s` c z 3-23 i-/e l' S,, it s,,./ 170MB 15 - 4.13 n%c i- '4 r 23-2J e Z.1 ` 14Ju B 15 /Ztbn - 2. 5- ,7 5 .l ✓jv4l iv-MB 15 k-`1 L co.r( /A� - ks(l 7i '- 7d 5 0f- /06.61\l i/i 5 v At( �j MB 15 _ - ee,,.1 5-4 wok 2-3 2f 5 ya5 2v`'4\1 1/r•'ar MB 15 4I!L ft✓S�"c / .f .fj 2 3`Z3 `r��l ✓'S v�� -. , MB 15 f�4-n:PS 6v2.j 1 e.-313 45 I .,(o ` 1,41 v4/ I : -- - )oT Fonp 42,14336 EF - , A67 Topsoil. Type A 2/16/23 CY 60 NA Ticket 15 MB �,Z DELIVERY RECEIPT CUSTOMER COPY OFFICE:253.833.3705 I I L ES FAX:253.833.3746 400 Valley Ave NE SAND&GRAVEL Puyallup,WA 98372-2516 \TE CUSTOMER# ORDER# CUSTOMER P.O. JOB# PLANT# TICKET# 2/1/23 054990 952244 22-021 000289 202 285483 IAD# CY ORDERED CY DLVRD SLUMP LOAD TIME TAX CODE CYL TAKEN PLT TIME OUT FULL LOAD 2 I 13.75 13.75 5 12:26 PM 01 GALS . 1STOMER NAME 2/3 LOAD AIR% JOB TIME IN TRANSPORTATION SYSTEMS. INC GALS B ADDRESS 1/3 LOAD SLUMP PLCD JOB TIME OUT )UVALL AVE NE & NE 12TH ST GALS rY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON WALL QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 4.00 yd 0442A 0442A 2.00 % 4420 POZZOLITH NC534 -ACCELERATOR 200.00 FT 6020 3/8"X2" EXPANSION JOINT 4.00 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 4.00 CY 5350 WINTER PERFORMANCE (NOV-MAR) . 1.00 LD 5401 FUEL SURCHARGE-READY MIX OVER# TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 13066 1158 1048 TAKE ONE BUNDLE OF 3/8'S X 2 INCH EXPANSION OVER NAME SALES TAX VILLIAMS. PHILLIP IPERP 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 sh 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 ainst 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 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 iployees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any lim 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 laterial Description Design Qty Required Batched %Var%Moisture Actual Wat GG01 7/8#57 1860 lb 7459 lb 7460 lb 0.02% 0.25%M 2 gl GG04 SAND CLASS 2 1270 lb 5362 lb 5280 lb -1.53% 5.56%A 33 gl EMO1 IL AG IM 2022-GUL-05 564 lb 2256 lb 2235 lb -0.93% DX01 MAIR AE90 5.9 oz 23.6 oz 23.0 oz -2.54% DX03 MPOLYHEED 997 34 oz 136 oz 136 oz 0.00% JATO1 WATER 1 246 lb 299 lb 295 lb -1.32% 35 gl JAT04 WATER 3R % # lb lb ✓AT02 HOT WATER 50 % # 299 lb 295 lb -1.32% 35 gl JATO3 WATER 2 % # lb lb DX04 MSET AC 534 2.00 /C 541.44 oz 540.00 oz -0.27% ctual Num Batches: 1 . UtLIVtKY Ktt,.tir 1 CUSTOMER COPY OFFICE:253.833.3705 FAX:253.8 %3 46- MILES ,► ,, - Ave NE! SAND&GRAVEL PuyallUi 'i'' ,V., 516 ATE CUSTOMER# ORDER# CUSTOMER P.O. JOB# PLANT# TICKE '4'7 2/1/23 054990 952244 22-021 000289 202 OAD# CY ORDERED CY DLVRD SLUMP LOAD TIME TAX CODE FULL LOAD CYL TAKE . • ' 1 9.75 9.75 5 10:09 AM 01 GALS >F a : :USTOMER NAME AIR% JOB' ` 2/3 LOAD TRANSPORTATION SYSTEMS, INC GALS OB ADDRESS SLUMP PLCD JOB TIME OUT 1/3 LOAD DUVALL AVE NE & NE 12TH ST GALS :ITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON WALL QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 9.75 yd 0442A 0442A 1.00 % 4420 POZZOLITH NC534 -ACCELERATOR 9.75 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 9.75 CY 5350 WINTER PERFORMANCE (NOV-MAR) 1.00 LD 5401 FUEL SURCHARGE-READY MIX • )RIVER# TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 13011 1048 )RIVER NAME SALES TAX HENDERSONl MICHAEL tUPERPADDED ISUBGRADE 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 • Material Description Design Qty Required Batched %Var%Moisture Actual Wat 1GG01 7/8#57 1860 lb 18180 lb 18240 lb 0.33% 0.25%M 5 gl \GG04 SAND CLASS 2 1270 lb 12883 lb 12720 lb -1.27% 4.05%A 59 gl ;EM01 IL AG IM 2022-GUL-05 564 lb 5499 lb 5490 lb -0.16% 1DX01 MAIR AE90 5.9 oz 57.5 oz 57.0 oz -0.91% 1DX03 MPOLYHEED 997 34 oz 332 oz 332 oz 0.15% VATO1 WATER 1 246 lb 422 lb 415 lb -1.63% 50 gl VATO4 WATER 3R % # lb lb VATO2 HOT WATER 75 % # 1266 lb 1260 lb -0.44% 151 gl VATO3 WATER 2 % # lb lb \DX04 MSET AC 534 1.00 /C 659.88 oz 660.00 oz 0.02% actual Num Batches: 1 oad 38191 lb Design W/C: 0.436 Water/Cement: 0.403 A Design 287.8 gl Actual 265.8 gl To Add: 22.1 gl lump: 5.00 in # Water in Truck: 0.0 gl Adjust Water: 0.0 gl /Load Trim Water: -1.5 gl / CY .ctual W/C Ratio: 0.403 Actual Water: 266 gl Batched Cement: 5490 lb Miles Sand&Gravel Company 1 i vid 1 DELIVERY RECEII CUSTOMER COP MILES OFFICE:253.833.37 FAX:253.833.37 SAND&GRAVEL DATE 400 Valley Ave I CUSTOMER# ORDER# Puyallup,WA 98372-25: CUSTOMER P.O. JOB# 2/3/23 054990 PLANT# TICKET# LOAD# 952246 22-021 CY ORDERED ICY DLVRD SLUMP LOAD TIME TAX CODE 000289 202 285547 1CYLl FULL LOAD TAKEN PLT TIME OUT 10.00 10.00 6 I 10:00 AM 01 GALS CUSTOMER NAME TRANSPORTATION SYSTEMS, INC 2/3AOAD AIR% JOB TIME IN GALS JOB ADDRESS DUVALL AVE NE & NE 12TH ST 1l3OAD SLUMP PLCD ;to6 TIME OUT GAALS CITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: RENTON PLT TIME IN WALL QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 10.00 yd 0442A 0442A 1.00 % 4420 POZZOLITH NC534 -ACCELERATOR 10.00 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 10.00 CY 5350 WINTER PERFORMANCE (NOV-MAR) 1.00 LD 5401 FUEL SURCHARGE-READY MIX DRIVER# TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 11822 1148 DRIVER NAME SALES TAX BRADLEY, SEAN SUPERP ADDED SUBGRADE "` " '""� "+ "V LOAD TOTAL TERMS AND CONDITIONS GRAND TOTAL I.HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with resh 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 fight 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 mptoyees,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 • aterial Description Design Qty Required Batched GG01 7/8#57 1860 lb %Var% 0.25% Actual I GG04 SAND CLASS 218647 lb 18640 lb -0.03%-0.10% 4.67%M 16 gl EM01 IL AG IM 2022-GUL-05 1270 lb 13293 lb 13280 lb 4.67%A 71 gl DX01 MAIR AE90 5 5.99 lb 5 59.00 lb 5 59.00 lbo -0.98% DX03 MPOLYHEED 997 3 oz 34 34 oz 0.00% 'AT01 WATER 1 34 oz 340 OZ 340 OZ 0.00% 'AT04 WATER 3R 246 lb # 826 lb 815 lb -1.30% 98 gl 'ATO2 HOT WATER % lb lb ATO3 WATER 2 50 # 826 lb 825 lb -0.09% 99 gl lb )X04 MSET AC 534 1.00 /C 676.80 oz 676.00 oz ° :tual Num Batches: 1 0.12/o ad 39212 lb Design W/C: 0.436 Water/Cement: 0.408 A Design 295.2gl Actual 273.5 gl To Add: 21.8 gl imp: 6.00 in # Water in Truck: 0.0 gl Adjust Water: 0.0 gl /Load Trim Water -1 5 gl i CV tual W/C Ratio: 0 408 Actual Water: Z73 gl Batched Cement: 5585 lb Miles Sand&Gravel Company KANGLEY Kangley Rock&Recycling Locations ROCK & RECYCLING KANGLEY PIT (Plant#21) 32500 SE Kent-Kangley BLACK RIVER (Plant#22)-(206)658-0912 DELIVERY TICKET Rd.,Ravensdale,WA 98051 ACCOUNTING:9125 TENTH AVENUE SOUTH 510 Monster Rd.Renton,WA 98055 SEATTLE,WA 98108 • (206)768-1000 LAKE FRANCIS (Plant#23)-(206)658-0872 ACL:.- _-_j 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 ORDER DESK (206)76S 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. I DELIVERY TICKET NO. JOB ADDRESS COLLECT ON DELIVERY(C.O.D.) ❑CASH ❑CHECK# ❑CHARGE CARD# EXR 1 SPECIAL INSTRUCTIONS ❑VISA ❑MASTERCARD ❑ DISCOVER PRODUCT TOTAL QUANTITY U.M. DE DESCRIPTION TONS UNIT PRICE AMOUNT 7.1 N 249 N 24.9 h! ;1 46• 124 il)dnf! I DRIVER TRUCK NO. ORDERED BY REMIT PAYMENT TO SUB-TOTAL 9125 10th AVE.S. DISPATCHER `TAX CODE TIME DUE SEATTLE,WA 98108 SALES TAX TERMS ON REVERSE 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.DDETAILS ON REVERSE. CUSTOMER SIGNATURE t L.... ---•-! TOTAL AMOUNT PRINT NAME DATE REV 10-2022 CUSTOMER COPY KANGLEY Kangley Rock&Recycling Locations ROCK & RECYCLING KANGLEY PIT (Plant#21) 32500 SE Kent-Kangley Rd.,Ravensdale,WA 98051 ACCOUNTING.9125 TENTH AVENUE SOUTH BLACK RIVER (Plant#22)-(206)658-0912 DELIVERY TICKET 510 Monster Rd.Renton,WA 98055 ----'--—- ------- SEATTLE,WA 98108 • (206)768-1000 LAKE FRANCIS (Plant a 23)-(206)658-0872 ACCOUNTING (206)768-1000 I 22501 SE Lake Francis Rd.Maple Valley,WA 98038 FAX (206)763-2730 I A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY,INC. Cedar Mountain Reclamation I SALES& 17877 Cedar Grove Rd.SE,Maple Valley,WA 98038 ORDER DESK (206)768 1000 Plant#20-(206)658-0913 MAP LOCATE LEAVE PLANT I ARRIVE JOB LEAVE JOB ARRIVE PLANT DATE CUSTOMER NO. ORDER NO. PROJECT PLANT# O2.'i5,2O23 730100 7575e_ CUSTOMER NAME CUSTOMER P.O. JOB NO. t DELIVERY TICKET NO. REED I HC KNG ,,EXCAVATING INC a e-!ri,#; q _..,__-__.__._—_ JOB Ate AVENUE COLLECT ON DELIVERY(C.O.D.) R ENTCN 0 CASH O CHECK# ❑CHARGE CARD* -- EXP. / SPECIAL INSTRUCTIONS 0 VISA ❑MASTERCARD D DISCOVER PRODUCT TOTAL QUANTITY U.M. a *E DESCRIPTION TONS •s UNIT PRICE AMOUNT , f>.. iTYRE17 COS A5s'6 I 75 +- TN 1, WA ST.4 TE SICK t_EAVil St. tuuh 25. 15.93 TN 7; E ENVIRONMENTAL SURCHARGE 25.93 25.93 TN 7f. AGGPEGATE FUEL SURCMARE 25 93 C 1„ 34 a: "`I i i,^ ' Pkt 513:6 041 DRIVER TRUCK_NO. ORDERED BY REMIT PAYMENT TO r MP=E, ' SUB-TOTAL 9125 10th AVE.S. DISPATCHER TAX CODE TIME DUE SEATTLE,WA 98108 WA 1 = (' 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 SIGNATURE 1—-1 L } ` TOTAL AMOUNT PRINT NAME DATE REV 10-2022 CUSTOMER COPY KANGLEY Kangley Rock&Recycling Locations ROCK & RECYCLING KANGLEY PIT(Plant#21) 32500 SE Kent-Kangley Rd.,Ravensdale,WA 98051 ACCOUNTING:9125 TENTH AVENUE SOUTH BLACK RIVER (Plant#22)-(206)658-0912 DELIVERY TICKET 510 Monster Rd Renton,WA 98055 SEATTLE,WA 98108 • (206)768-1000 LAKE FRANCIS (Plant#23)-(206)658-0872 ACCOUNT''` V+,.i r:5�-1000 1 22501 SE Lake Francis Rd Maple Valley,WA 98038 FAX (206)763-2730 1 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY,INC. Cedar Mountain Reclamation SALES& 17877 Cedar Grove Rd.SE,Maple Valley,WA 98038 (206 Plant#20-(206)658-0913 ORDER DESK -- - -- )768 1000 MAP LOCATE LEAVE PLANT ARRIVE JOB I LEAVE JOB ARRIVE PLANT DATE CUSTOMER NO. ORDER NO. PROJECT PLANT# CUSTOMER NAME CUSTOMER P.O. JOB NO. DELIVERY TICKET NO. REED T RC:KMG S+, EXCAVATING INC. C.Af.7.? I•5 O+)115 4 " 't JOB ADDRESS COLLECT ON DELIVERY(C.O.D.) r;c_aV i ON 0 CASH ❑CHECK# 0 CHARGE CARD# —— EXP. SPECIAL INSTRUCTIONS ❑VISA 0 MASTERCARD 0 DISCOVER QUANTITY U.M. PRODUCT DESCRIPTION TONS TOTAL UNIT PRICE AMOUNT CODE •, 24 4`* TN 7+: WA STATE SICK LEAVE SI. .H 24.45 24.4` TN it ENVIRONMENTAL SURCHARGE 24.45 24.45 TN 7C AGGREGATE FUEL SURCAARC 24.45 rosbi 8~ DRIVER TRUCK NO. ORDERED BY REMIT PAYMENT TO dP .Er, SUB-TOTAL 9125 10th AVE.S. DISPATCHER TAX CODE TIME DUE SEATTLE,WA 98108 WA - 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 A OVE DETAILS ON REVERSE. CUSTOMER SIGNATURE L..).--- (. TOTAL AMOUNT PRINT NAME DATE REV 10-2022 CUSTOMER COPY ENUMCLAW STATIONERS-1-360-825.5529 SPCOM 137632 Customer 9-'en 1 Y1 Y t, Truck St 1 Date Commodity 191 I @ per Site Location 16 LQ Tons 24. Cost vi 3 f 0)11.312073 09:03 AM Weighed by 521:LO Franklin Ridge Sand & Gravel P.O. Box 1266 36000 Enumclaw Franklin Rd. SE Enumclaw, WA 98022 SSoa00 137B-7B Customer - _ _ cit Truck F- 1 611 S5 -- -Date.-- Commodity_ 2- 1"1`' per- - - -- Site l ocabon.- 'VSU__ e')/ket _ _ • Tons s: 41 r-- - Cost • vou 1 0= : :.. Weighed by - - _ = " 1; 2D, Franklin Ridge Sand &Gravel _ P.O. Box 1266__ _ _ 36000 Enumclaw Franklin Rd. SE • • Enumclaw, WA 98022 • • SSD-800 1 ENUMCLAW STATIONERS-1-360-825-5529 SPCOM etteACustomer (� Truck V.e.024 ` �c Date - - n 1t. Commodity {..-_ l'T q1`/1 2"k Per Site Location ,, t- J��.��O) Qh Y= \v\ Tons • Cast_ r. to 02.+1 3/ 023 rf:E's 12:`9 pm 6`-'__s, 8.220 lb Weighed;by 6222a • Franklin Ridge Sand &Gravel P.O. Box 1266 _ 36000 Enumclaw Franklin Rd. SE Enumclaw;WA-98022 ssoaoo • ENUMCLAW STATIONERS-1-360-B25-S529 SPCOM 1 - 4 },?,,Q4 Customer ,, I - = • Y ULC { Truck 1L�C-(/l %,' (� Date, Commodity.2 I(-- 1'� s.. �i✓1.- — per _ Site Location _. --` Q 'ti'C - . _ Tons L' .i:-' cost J T1_;ile. WA.; TI...•• iJi�:28 LL_. - � ii. Weighed by .92 • Franklin Ridge Sand &Gravel______. • P.O. Box 1266 _''._ 36000 Enumclaw Franklin Rd. SE _-.____._- _ .._.__ - . ` .Enumclaw, WA 98022 ___ . sso-800 �' " ICON Materials OFFICE COPY Ticket: 45431339 enr �. F r a,, 04504-Seattle Asphalt Date: 2/15/2023 "`-— ' 1115 South 96th Time: 10:35:26AM OSeattle,WA 98108 Vehicle: REED716 'M A T E R I A L S Customer: 60439 Order: , . Cust.Name: Reed Trucking&Excavating Disp#: Pounds Tons ''Address&Instructions: Job: Gross 34,620 17.31 P.O.: 156 RENTON Tare 32,020 16.01 Net 2,600 1.30 Weighmaster: Curtis Stone Product Loads Total Qty Ticket Qty IJOM 12164250 1/2"PG 58H-22(64-22) 1 1.30 1.30 Ton ' Thank you for your business! - -- WARNING:HOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when working with HMA. See reverse side for warranty and shipment delivery conditions. L ICON Materials CUSTOMER COPY Ticket: 45431339 j: ., .; .- - 04504-Seattle Asphalt Date: 2/15/2023 „'; . ..,,,w. . 1115 South 96th __ Time: 10:35:26AM 'ICON Seattle,WA 98108 Vehicle: REED716 ',MATERIALS ' Customer: 60439 Order: - Cust.Name: Reed Trucking&Excavating Disp#: Pounds Tans Address&Instructions: Job: Gross 34,620 17.31 P.O.: 156 RENTON , Tare 32,020 16.01 - — — o- ,.i _ Tv Net Net 2,600 1.30 r ;a Weighmaster: Curtis Stone .Product. Loads Total Qty Ticket:Qty. UOM 12164250 1/2"PG 58H-22(64-22) , 1 1.30 1.30 Ton Thank you for your business! - WARNING:HOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when working with HMA. See reverse side for warranty and shipment delivery conditions, _e w,... ICON Materials CUSTOMER COPY � �"`�''"'4.r�``'%t Ticket: 45431339 i'`4:r" w 04504-Seattle Asphalt Date: 2/15/2023 l{'' - 1115 South 96th Time: 10:35:26AM ICONSeattle,WA 98108 Vehicle: REED716 MATERIALS Customer: 60439 Order: - Cust.Name: Reed Trucking&Excavating Disp#: Pounds Tons Address&Instructions: Job: Gross 34,620 17.31 P.O.: 156 RENTON Tare 32,020 16.01 Net 2,600 1.30 Weighmaster: Curtis Stone Product Loads Totat'Qty Tdket:Qty UOM 12164250 1/2"PG 58H-22(64-22) 1 1.30 1.30 ' Ton v. Thank you for your:business! :WARNING;HOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when working with HMA. See reverse side for warranty and shipment delivery conditions. a f OFFICE COPY Ticket: 45431283 r ,` ". ICON Materials .,>- _A 04504-Seattle Asphalt Date: 2/13/2023 ' •� 1115 South 96th Time: 2:09:18PM ICON Seattle,WA 98108 Vehicle: REED716 .MATERIALS Customer: 60439 Order: - Cust.Name: Reed Trucking&Excavating Disp#: _ Pounds -_ Tons Address&Instructions: Job: Gross 60,600 30.30 P.O.: 156 RENTON Tare 32,340 16.17 Net 28,260 14.13 Weighmaster: Curtis Stone Product Loads Total Qty Ticket Qty -UOM 12164250 1/2"PG 58H-22(64-22) 1 14.13 14.13 Ton • Thank you for your business! -- ' WARNING:HOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when working with HMA. See reverse side for warranty and shipment delivery conditions. 1,-•^•- 1 CUSTOMER COPY Ticket: 45431283 i `J `' " ICON Materials Date: 2/13/202354312 ��'^-4= t 04504-Seattle Asphalt -'? i -- '-''" 1115 South 96th Time: - 2:09:18PM IC 0 N Seattle,WA 98108 Vehicle: REED716 MATERIALS Customer: 60439 •Order: - Cust.Name: Reed Trucking&Excavating •Disp#: . Pounds Tons Address&Instructions: Job: Gross 60,600 30.30 P.O.: 156 RENTON Tare 32,340 16.17 + I.:. d a Net -- . 28,260 14.13 ..• s:: • 1.- 'I... . .. Weighmaster: Curtis Stone Product Loads Total Qty Ticket Qty UOM 121642501/2"PG 58H-22(64-22) 1 14.13 14.13 j, Ton • Thank you for your business! - WARNING:I-lOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when working with HMA. See reverse side for warranty and shipment delivery conditions. --,m -� „__; CUSTOMER COPY Ticket: 45431283 71- � . fir. ,: ICON Materials Date: 2/13/2023 1' f �- k' 04504-Seattle Asphalt ! If— ; --- �-_-.-�'� 1115 South 96th Time: 2:09:18PM I CO f Seattle,WA 98108 Vehicle: REED716 ;MAT E R I A L S , Customer: 60439 Order: - Cust.Name: Reed Trucking&Excavating . Disp#: •+ - . • Pounds Tons :Address&Instructions: Job: • .:, Gross 60,600 30.30 P.O.: 156 RENTQN' Tare 32,340 16.17 Net 28,260 14.13 Weigh master: Curtis Stone Product- Loads Total Qty Ticket Qty UOM - 12164250 1/2"PG 58H-22(64-22) 1 14.13 14.13 Ton i • Thank you for your business! WARNING:HOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when working with HMA. See reverse side for warranty and shipment delivery conditions. a `.H" ' 'X ' - OFFICE COPY Ticket: 15001012i3 } ICON Materials FF '4,- Date: 2/13/2023 Y:�x. 01500-Auburn S&G - - i' _ • . 4040 Kersey Way SE - Time: 6:12:51AM ICON Auburn,WA 98092 Vehicle: REED614 •MATERIALS Customer: 60439 Order: REEDXXX2106-DUVALL AVE NE,CITY OF RENTON(FOB) Cust.Name: Reed Trucking&Excavating Disp#: Pounds Tons Address&Instructions: Job: 156 `Gross 44,000 22.00 DUVALL AVE,RENTON P.O.: Tare 32,380 16.19 Net 11,620 5.81 Weighmaster: Cassie Conn Product Loads Total Qty Ticket Qty_, UOM 2220 7/8"WASHED AGGREGATE 1 5.81 5.81 Ton Thank you for your business! WARNING:HOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when working with HMA. See reverse side for warranty and shipment delivery conditions ri..- -I �i, ,,--,�, CUSTOMER COPY Ticket: 150010128 k ". �� b;�?c� ICON Materials Date: 2/13/2023 M7,.� 7 . . 01500-Auburn S&G •°f*-T—*7 4040 Kersey Way SE Time: 6:12:51AM Auburn,WA 98092 Vehicle: REED614 ,11CoN Customer: 60439 Order: REEDXXX2106-DUVALL AVE NE,CITY OF RENTON(FOB) Cust.Name: Reed Trucking&Excavating Disp#:. Pounds Tons Address&Instructions: Job: 156 Gross 44,000 22.0U DUVALL AVE,RENTON P.O.: Tare 32,380 16,19 _ . -.----� -Net .. . ._i1,620 5: i Weighmaster: Cassie Conn Product Loads Total Qty TicketQ y UOi 2220 7/8"WASHED AGGREGATE 1 5.81 5,81 Ton Thank you for your business! ._ -_ WARNING:HOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when working with HMA. See Ieversc side for warranty and shipment delivery cendhh••• ei.1 -R CUSTOMER COPY Ticket: 150010128 t;,a,; TPT7,: ICON Materials 2/13/2023 *.: Date: ��.�� w;�. ��, 01500-Auburn S&G '� �w^ -""' .' 4040 Kersey Way SE Time: 6:12:51AM , .ICON, Auburn,WA 98092 Vehicle: REED614 M A 7 E'R'I A LA'S•. Customer: 60439 Order: REEDXXX2106-DUVALL AVE NE,CITY OF RENTON(FOB) Cust.Name: Reed Trucking&Excavating Disp#: Pounds Tons Address&Instructions: Job: 156 Gross 44,000 22.00 DUVALL AVE,RENTON P.O.: Tare 32,380 16.19 Net 11,620 5.81 Weighmaster: Cassie Conn Product Loads Total Qty Ticket 0tU UOM 2220 7/8"WASHED AGGREGATE 1 5.81 5.81 Ton Thank you for your business! WARNING:HOT MIX ASPIIALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when working with HNIA. See i averse sine for warranty and shipment delivery conditions. • ireicatie: •;, REE0716 Date: 2/3/2023 • • Time: 742:15AM •• Order: REDX.IX210 • 5 DisP#i • e Out/all Job City, of Renton(DEl .--) : "1' 44'C7: . „ • 1S6 Pounds Tons • • „ 6 Gross 46,520 23.26 - 26,520 13.26 01V Net 20,000 10.00 / (-1,-ilket • - Wei_hinarst pr.r. Cry's.ta •'_Swartz , HUAI. See reverse 0,06 , R side for Warranty f and shipment dellverY L'Se aPPrePrfat nk You for our e Protective equipment:T.;w— business! onditions.