Loading...
HomeMy WebLinkAboutCAG-20-065 -Duvall - Weekly Quantity Reports WEEKLY QUANTITY REPORT 411410 CITY OF RENTON CirkeLy Oebo ,Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 02/18/23 CONTRACTOR Item Bid Prey. 2/13 2/14 2/15 2/16 2/17 2/18 Total No. Description Qty. Unit Total to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 100.00% 100.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 71.71% 71.71% A5 CONTRACTOR SURVEYING 1 L.S. 100.00% 100.00% A6 ADA FEATURES SURVEYING 1 L.S. 75.00% 75.00% A7 UTILITY POTHOLING 25 EA 36.00 36.00 A8 RESOLUTION OF UTILITY 1 FA 73.66% 73.66% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 96.71% 96.71% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 95.61% 95.61% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 95.61% 95.61% Al2 FLAGGERS 3,200 HR 7,260.00 22.50 20.50 3.00 7,306.00 A13 OTHER TRAFFIC CONTROL 1,000 HR 633.50 5.00 4.00 6.50 649.00 LABOR A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 1,132.75 1,132.75 A15 PORTABLE CHANGEABLE 8,200 HR 5,733.00 5,733.00 MESSAGE SIGN A 16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 18,647.25 48.00 48.00 48.00 48.00 18,839.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 A19 REMOVING DRAINAGE 9 EACH 8.00 8.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 A21 REMOVAL OF STRUCTURES AND I L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT 1 -�) CITY OF RENTON Casey DUVALL imG DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/13 2/14 2/15 2/16 2/17 2/18 Total No. Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 587.42 587.42 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 1,056.50 1,056.50 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,997.25 1,997.25 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 6,957.00 6,957.00 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 3,097.19 95.61 3,192.80 A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 508.78 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 15,317.17 15,317.17 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 175.00 175.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 97.00 97.00 A33 CONSTRUCTION GEOTEXTILE 60 S.Y. 0.00 0.00 FOR UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 14,877.89 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 3,258.71 3,258.71 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 3,222.28 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 7458.79 5.81 14.13 1.30 7480.03 *ticket missing for 1.21 TN A38 ROADWAY CORE 10 EACH 4.00 4.00 A39 ASPHALT COST PRICE 1 CALC. 459.20% 459.20% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT • A41 COMPACTION PRICE 1 CALC. 0.00% 0A0% ADJUSTMENT Page 2 of 9 WEEKLY QUANTITY REPORT 4121110CITY OF RENTON 8 Oebo> e, Ir,1C. DUVALL AVENUE NE C y CONSULTING ENGINEERS G&O#20593 Item Prev. 2/13 2/14 2/15 2/16 2/17 2/18 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 355.47 355.47 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 104.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 3,107.40 107.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 311.60 DIAM. A49 CONCRETE INLET 1 EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 42.00 2.00 44.00 A56 ADJUST MANHOLE 5 EACH 7.00 2.00 9.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 F I LLI -. _ Deleted via Change Order No 18 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION I L.S. 100.00% 100.00% EROSION CONTROL AND WATER A63 I L.S. 95.61% 95.61% POLLUTION PREVENTION ° Page 3 of 9 WEEKLY QUANTITY REPORT 46510 CITY OF RENTON &C) h€ ne, k. DUVALL AVENUE NE y CONSULTNG ENGINEERS G&O#20593 Item Prey. 2/13 2/14 2/15 2/16 2/17 2/18 Total No. Description Qty. Unit Total M T W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 605.00 605.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 100.00% 100.00% A69 BARK MULCH 100 C.Y. 100.00 100.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 100.00% 100.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 95.00% 95.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,609.50 4,609.5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 266.50 266.5 A76 EXTRUDED CURB 2,350 L.F. 2,400.00 2,400.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 134.35 134.35 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 1 HUND 0.20 0.20 TYPE I A79 RAISED PAVEMENT MARKER ; HUND 2.72 2.72 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 1,891.97 1,891.97 A83 CEMENT CONC.CURB RAMP 11 EACH 12.00 12.0 TYPE PARALLEL A84 CEMENT CONC.CURB RAMP 1 EACH 1.00 1.0 TYPE SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 88.92% 88.92% A86 PERMANENT SIGNING l L.S. 90.00% 90.00% A87 REMOVING PAVEMENT 1 L.S. 100.00% 100.00% MARKINGS A88 PAINT LINE 12,300 L.F. 16,096.00 16,096.00 Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON y&COI9bome,Lac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/13 2/14 2/15 2/16 2/17 2/18 Total �No. Description Ott. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 250.00 250.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 2,087.00 2,087.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 160.79% 160.79% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 1.00 1.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% ]00.00% REINSTATE RETAINAGE CO No.1 A 100 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% 66.71% CONo.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 1553.60 1,553.60 CO No.8 A106 RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 FORM CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% 48.38% DEVICES CO No.11 A109 SIGNAL MODIFICATION 1 FA 63.00% 63.00% ASSISTANCE CO No.11 • A110 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% 100.00% ABANDON WITH CDF CO No.18 • A111 REMOVE 5 TREES FROM WZE I L.S. 100.00% 100.00% CO No.20 . A112 EXPANSION JOINTS FOR WALLS 170 LF 220.00 220.00 IN WZB AND WZD CO No.19 A113 ADDED LANDSCAPING IN WZE 1 L.S. 1 00% 100% CO No.20 all plant,installed no bark mulch Page 5 of 9 WEEKLY QUANTITY REPORT ` i> CITY OF RENTON Cn-ay iSon Usixawrie, Lam. DUVALL AVENUE NE C ONSULfING ENGINEERS G&O#20593 Al 14 ADDITIONAL DEPTH ASPHALT 1 L.S. 100.00% 100.00% PULVERIZATION IN WZD CO No.22 A114 LOWER STREET LIGHTS 1 L.S. 0.00% 0.00% A CO No.23 A115 STREET LIGHT L08 FOUNDATION l F.A. 6.09% 6.09% MODIFICATION CO No.24 A 115 OT PAY FOR FLAGGING AND I L.S. 100.00% 100.00% A FOREMAN LABOR 11-19-22 CONo.25 A116 CURB PAINT,TEMP STOP LINES L.S, 100.00% 100.00% AND TEMP CROSSWALK LINES CO No.24 Al l7 REMOVE AND DISPOSE OF FENCE 1 F.A. 21.00% 21.00% AND ROOTS CO No.26 A118 VERTICAL REBAR ADDITIONAL 1 F.A. 33.00% 33.00% WORK CO No.26 Page 6 of 9 WEEKLY QUANTITY REPORT ) CITY OF RENTON Cry stir(astornc, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/13 2/14 2/15 2/16 2/17 2/18 Total Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED I L.S. 100.00% 100.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 100.00% 100.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT ADDITIONAL DUCTILE IRON B9 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN Paoe 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Oy&Oabo�e, II,. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/13 2/14 2/15 2/16 2/17 2/18 Total No. Description Qty. Unit Total NI T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 B14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1 00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B 17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2 00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7 0 EACH 7.00 7.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH l EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 100.00% 100.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT 1 F.A. 132.00% 132.00% B22 RESOLUTION 17- MODULAR BLOCK WALL AND 1 L.S. 100.00% 100.00% B23 SURVEY FOR FH Page 8 of 9 WEEKLY QUANTITY REPORT ® CITY OF RENTON &Cabo e, DUVALL AVENUE NE Grimly CONSULTING ENGINEERS G&O#20593 Item Prey. 2/13 2/14 2/15 2/16 2/17 2/18 Total \o. _ description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 1,122.00 1,122.00 CS INSTALL VAULT-PSE TYPE 2 EACH 1.00 1.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 4.00 4'8"x7'0"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 53x23x29 C8 INSTALL VAULT-COMCAST 1 EACH 1.00 1.00 TYPE 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 223.00 223.00 DIAM.-PSE INSTALL CONDUIT PIPE-3 IN. CI 270 L.F. 320.00 320.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 3,166.50 3,166.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 232.00 232.00 DIAM.-PSE C 13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. E Yes ❑No COPIES TO: GRAY&OSBORNE,INC. CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 2/18/2023 REPORT NO. : Week 59 2-18-23 Page 9 of 9 t WEEKLY QUANTITY REPORT ® CITY OF RENTON (may&€ bore,Imo. DUVALL AVENUE NE GONSUL1ING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 02/11/23 CONTRACTOR ovimmomPamh Item Bid Prev 2/6 2/7 2/8 2/9 2/10 2/11 Total No. Description Qty. Unit Total M T �� 1' F S to Date Comments SCHEDULE A-ROAD,DRAINAGE, ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 100.00% 100.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 71.71% 71.71% A5 CONTRACTOR SURVEYING 1 L.S. 100.00% 100.00% A6 ADA FEATURES SURVEYING 1 L.S. 75.00% 75.00% A7 UTILITY POTHOLING 25 EA 36.00 36.00 A8 RESOLUTION OF UTILITY 1 FA 73.66% 73.66% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 96.71/o PLAN o 96.71% A10 OTHER TEMPORARY TRAFFIC 1 L.S. 95.61% 95.61% CONTROL All •TRAFFIC CONTROL SUPERVISOR 1 L.S. 95.61% 95.61% Al2 FLAGGERS 3,200 HR 7,190.25 14.00 10.25 22.00 23.50 7,260.00 A13 OTHER TRAFFIC CONTROL 1,000 HR 606.50 5.00 14.00 3.00 5.00 633.50 LABOR A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 1,132.75 1,132.75 A15 PORTABLE CHANGEABLE 8,200 HR 5,733.00 5,733.00 MESSAGE SIGN A 16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 18,311.25 72.00 72.00 48.00 48.00 48.00 48.00 18,647.25 removed arrow board from 7th A 18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 A19 REMOVING DRAINAGE 9 EACH 8.00 8.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT ® CITY OF RENTON (ry&O)bome, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/6 2/7 2/8 2/9 2/10 2/11 Total No. Description Qty. Unit Total T F S to Date ik Comments A22 REMOVING CEMENT CONC. 570 S.Y. 587.42 587.42 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 1,056.50 1,056.50 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,997.25 1,997.25 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 6,957.00 6,957.00 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 3,097.19 3,097.19 A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 508.78 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 15,317.17 15,317.17 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 175.00 175.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 97.00 X 97.00 No tickets A33 CONSTRUCTION GEOTEXTILE 60 S.Y. 0.00 0.00 FOR UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 14,877.89 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 3,258.71 3,258.71 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 3,222.28 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 7458.79 X 7458.79 `ticket missing for 1.21 TN no ticket A38 ROADWAY CORE 10 EACH 4.00 4.00 A39 ASPHALT COST PRICE 1 CALC. 459.20% 459.20% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 WEEKLY QUANTITY REPORT gab CITY OF RENTON Cry'SrOBborri , Inc. DUVALL AVENUE NE C ONSUL1ING ENGINEERS G&O#20593 Item Prey. - 2/6 2/7 2/8 2/9 2/10 2/11 Total No. Description Qty. Unit Total i M T V1' T F S to Date Comments CONC.CLASS 4000 FOR A42 RETAINING WALL 3A 250 S.Y. 330.24 25.23 355.47 A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 I i14.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 3,107.40 3,107.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. . A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 311.60 DIAM. A49 CONCRETE INLET 1 EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE IL 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 40.00 2.00 42.00 2 water valves 12th A56 ADJUST MANHOLE 5 EACH 5.00 2.00 7.00 1 storm 12th,1 sewer 4th and dui all A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 u Wromul--- _ _. Deleted via Change Order No 18 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 100.00% 100.00% A63 EROSION CONTROL AND WATER 1 L.S. 95.61% 95.61% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE Isky& C ONSUL11NG ENGINEERS G&O#20593 Item PreN. 2/6 2/7 2/8 2/9 2/10 2/11 Total Description Qty. Unit Total \l "C W 1' F S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 _ 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 605.00 605.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 100.00% 100.00% A69 BARK MULCH 100 C.Y. 100.00 100.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 100.00% 100.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 95.00% 95.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,609.50 4,609.5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 266.50 266.5 A76 EXTRUDED CURB 2,350 L.F. 2,400.00 2,400.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 134.35 134.35 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 1 1 HUND 0.20 0.20 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 2.72 2.72 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 1,891.97 1,891.97 A83 CEMENT CONC.CURB RAMP 11 EACH 12.00 12.0 TYPE PARALLEL A84 CEMENT CONC.CURB RAMP 1 EACH 1.00 1.0 TYPE SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 88.92% 88.92% A86 PERMANENT SIGNING 1 L.S. 90.00% 90.00% A87 REMOVING PAVEMENT 1 L.S. 100.00% 100.00% MARKINGS A88 PAINT LINE 12,300 L.F. 16,096.00 16,096.00 Page 4 of 9 WEEKLY QUANTITY REPORT gab CITY OF RENTON Gravity&OBbo ,,Lac. DUVALL AVENUE NE CONSUL11NG ENGINEERS G&O#20593 Item Prey. 2/6 2/7 2/8 2/9 2/10 2/11 Total Aar- Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 250.00 250.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 TEMPORARY PAVEMENT A95 31,500 L.F. 2,087.00 2,087.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 160.79% 160.79% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 1.00 1.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A100 TRIPLE TREE REMOVAL I L.S. 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1 153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL I F.A. 66.71% 66.71% CONo.5 A103 ADDITIONAL SURVEY I L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 1553.60 1,553.60 CO No.8 A 106 FORM RELOCATE L12 FOUNDATION I FA 1.85 1.85 CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% 48.38% DEVICES CO No.11 A 109 SIGNAL MODIFICATION 1 FA 63.00% 63.00% ASSISTANCE CO No.11 A110 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% 100.00% ABANDON WITH CDF CO No.18 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% CO No.20 A112 EXPANSION JOINTS FOR WALLS 170 LF 184.00 36.00 220.00 IN WZB AND WZD CO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Grit' kir Osborne, Imo. DUVALL AVENUE NE C ONSULTNG ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE 1 L.S. 90.00% 90.00% CO No.20 all plants installed no bark mulch A114 ADDITIONAL DEPTH ASPHALT 1 L.S. 100.00% 100.00% PULVERIZATION IN WZD CO No.22 A1A14 LOWER STREET LIGHTS 1 L.S. 0.00% 0.00% CO No.23 A115 STREET LIGHT L08 FOUNDATION 1 F.A. 6.09% 6.09% MODIFICATION CO No.24 A115 OT PAY FOR FLAGGING AND 1 L.S. 100.00% 100.00% A FOREMAN LABOR 11-19-22 CO No.25 A116 CURB PAINT,TEMP STOP LINES 1 L.S, 100.00% 100.00% AND TEMP CROSSWALK LINES CO No.24 A117 REMOVE AND DISPOSE OF FENCE 1 F.A. 21.00% 21.00% AND ROOTS CO No.26 VA118 WORK AL REBAR ADDITIONAL I F.A. 33.00% 33.00% CO No.26 Page 6 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Choy Oeborrie,Ir,c. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/6 2/7 2/8 2/9 2/10 2/11 Total No. _ Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 100.00% 100.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 100.00% 100.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B I 1 CONNECTION TO EXISTING 4 EACH 4.00 1.00 WATER MAIN Pazc 7 of 9 WEEKLY QUANTITY REPORT 1110 CITY OF RENTON Limy ez Osborne, tooDUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/6 2/7 2/8 2/9 2/10 2/11 Total No. .Pgieription Qty. Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B 13 >< B14 FURNISH AND INSTALL 8-INCH EACH 2.00 2.00 GATE VALVE ASSEMBLY 2 B15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B 16 FURNISH AND INSTALL 16-INCH l EACH l.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 7.00 7.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 100.00% 100.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT 1 F.A. 132.00% 132.00% B22 RESOLUTION 17- MODULAR BLOCK WALL AND 1 L.S. 100.00% 100.00% B23 SURVEY FOR FH Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE C3irkeiy 8z Oeloe,Imo. CONSULTING ENGINEERS G&O#20593 Item Prey. 2/6 2/7 2/8 IF 2/10 2/11 Total No. Description Qty. Unit Total M T W F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 1,122.00 1,122.00 CS INSTALL VAULT-PSE TYPE 2 EACH 1.00 1.00 2'6"x2'6"x2'0" INSTALL VAULT-PSE TYPE C6 4'8"x7'0"x5'8" 4 EACH 4.00 4.00 C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" C8 INSTALL VAULT-COMCAST 1 EACH 1.00 1.00 TYPE 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 223.00 223.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 320.00 320.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 3,166.50 3,166.50 DIAM.-PSE C 12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 232.00 232.00 DIAM.-PSE C 13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. 0 Yes ❑No COPIES TO: GRAY&OSBORNE,INC. PHIL VAN EARWAGE CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 2/11/2023 REPORT NO. : Week 58 2-11-23 • Page 9 of 9 r WEEKLY QUANTITY REPORT 11251) CITY OF RENTON (sr. y dr Osbor ne, lime. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 02/04/23 CONTRACTOR Item Bid Prey. 1/30 1/31 2/1 2/2 2/3 2/4 Total No. Description Qty. Unit Total NI T W T F S to Date Comments SCHEDULE A- ROAD,DRAINAGE, ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 100.00% 100.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 65.98% 5.73% 71.71% A5 CONTRACTOR SURVEYING 1 L.S. 100.00% 100.00% A6 ADA FEATURES SURVEYING 1 L.S. 75.00% 75.00% A7 UTILITY POTHOLING 25 EA 36.00 36.00 RESOLUTION OF UTILITY A8 CONFLICTS 1 FA 73.66% 73.66% A9 COVID-19 HEALTH AND SAFETY 1 L.S. 90.98% 5.73% PLAN 96.71% A 10 OTHER TEMPORARY TRAFFIC 1 L.S. 87.98% 7.63% 95.61% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 87.98% 7.63% 95.61% N 12 FLAGGERS 3,200 HR 7,114.75 18.00 8.00 17.00 8.50 24.00 7,190.25 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 603.00 1.00 0.50 0.50 0.50 1.00 606.50 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 1132.75 1132.75 A15 PORTABLE CHANGEABLE 8,200 FIR 5,733.00 5,733.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 OFFICER 0.00 All SEQUENTIAL ARROW SIGN 15,000 HR 17,807.25 72.00 72.00 72.00 72.00 72.00 72.00 18,239.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 REA19 MOVING DRAINAGE 9 EACH 8.00 STRUCTURE 8.00 A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 REMOVAL OF STRUCTURES AND A21 OBSTRUCTIONS 1 L.S. 100.00% 100.00% Page 1 of 9 WEEKLY QUANTITY REPORT liRA> CITY OF RENTON Czray *Sr Osborne, Inc-. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/30 1/31 2/1 2/2 2/3 2/4 Total No. Description Qty. Unit Total N1 T _ NV T F _ S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 587.42 SIDEWALK 587.42 A23 REMOVING CEMENT CONC.CURB — AND GUTTER 1,215 L.F. 1,056.50 1,056.50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. PAVEMENT 1,310 S.Y. 1,997.25 1,997.25 ROADWAY EXCAVATION INCL. A26 6,850 C.Y. 6,957.00 6,957.00 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 3,097.19 3,097.19 A28 UNSUITABLE FOUNDATION EXCAVATION INCL.HAUL 430 C.Y. 508.78 508.78 A29 SUBGRADE PREPARATION 15,000 S.Y. 15,317.17 15,317.17 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS B INCL.HAUL 330 C.Y. 175.00 175.00 A32 GRAVEL BACKFILL FOR WALL 30 , C.Y. 97.00 97.00 A33 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 60 S.Y. 0.00 0.00 ASPHALT PULVERIZATION FOR A34 USE AS RECYCLED PAVEMENT 15,000 S.Y. 14,877.89 14,877.89 A35 CRUSHED SURFACING TOP COURSE 2,583 TON 3,258.71 3,258.71 A36 PLANING BITUMINOUS PAVEMENT 3,500 S.Y. 3,222.28 3,222 28 A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 7,455.00 5.00 7458.79 *ticket missing for 1.21 TN A38 ROADWAY CORE only half of ticket used 10 EACH 4.00 4.00 A39 ASPHALT COST PRICE — ADJUSTMENT 1 CALC. 459.20% 459.20% A40 JOB MIX COMPLIANCE PRICE ADJUSTMENT 1 CALC. 0.00% 0.00% A41 COMPACTION PRICE _ ADJUSTMENT I CALC. 0.00% 0.00% Page 2 of 9 WEEKLY QUANTITY REPORT 46Z200 CITY OF RENTON Csra.y�08b4 e, I . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/30 1/31 2/1 2/2 2/3 2/4 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR RETAINING WALL 3A 250 S.Y. 205.83 17.77 47.98 58.66 330.24 A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 4 IN.DIAM. 104.50 POLYPROPYLENE STORM SEWER A44 2,910 L.F. 3,107.40 3,107.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER PIPE 18 IN.DIAM. 130 L.F. 0.00 0.00 A46 POLYPROPYLENE STORM SEWER PIPE 24 IN.DIAM. 70 L.F. 66.70 66.70 A47 TR. 1 ST. STORM SEWER PIPE 12 IN.DIAM. 10 L.F. 0.00 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. DIAM. 400 L.F. 311.60 311.60 A49 CONCRETE INLET 1 EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 STRUCTURE 7.00 k54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 34.00 1.00 5.00 40.00 6 water vavles A56 ADJUST MANHOLE 5 EACH 4.00 1.00 5.00 storm manhole at 10th A57 MANHOLE#33 PARTIAL REPLACEMENT 1 EACH 1.00 1.00 A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 FILL �'-�� Deleted via Change Order No 18 A61 SHORING OR EXTRA 750 S.F. 0.00 EXCAVATION CLASS B 0.00 A62 TELEVISION INSPECTION l L.S. 100.00% 100.00% A63 EROSION CONTROL AND WATER 1 L.S. 87.98% 7.63% 95.61% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT ftliik CITY OF RENTON (3rrsy. 8 08Lorne, In:. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/30 1/31 2/1 2/2 2/3 2/4 Total No. Description Qty. Unit Total M T W T F S to Date Comments A64 SILT FENCE 4,300 _ L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 - SEEDING,FERTILIZING,AND A66 MULCHING 970 SY 0.00 0.00 A67 TOPSOIL TYPE A 480 C.Y. 605.00 605.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 80.00% 20% 100% A69 BARK MULCH 100 C.Y. _ 70.00 30.00 100.00 1-12-23 ticket just received A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 IRRIGATION SYSTEM A71 RESTORATION 1 L.S. 100.00% 100.00% A72 IRRIGATION SYSTEM 1 L.S. 75.00% 20% - 95% CEMENT CONC.TRAFFIC CURB A73 4,615 L.P. 4,609.50 AND GU IThR 4,609.5 A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT ANT CONC. PEDESTRIAN 145 L.F. 266.50 266.5 A76 EXTRUDED CURB 2,350 r L.F. 2,400.00 2,400.0 CEMENT CONC.DRIVEWAY A77 160 r S.Y. 134.35 ENTRANCE TYPE 1 134.35 A78 RAISED PAVEMENT MARKERTY 11 HUND 0.20 0.20 A79 RAISED1 PAVEMENT MARKER 3 HUND 2.72 TYPE 2 2.72 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 1,835.47 28.09 28.4I 1,891.97 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 12.00 PARALLEL 12.0 A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 1.00 SINGLE DIRECTIONAL 1.0 A85 ELECTRICAL SYSTEM,COMPLETE I L.S. 86.27% 2.65% 88.92% A86 PERMANENT SIGNING 1 L.S. 80.00% 10% 90% - REMOVING PAVEMENT A87 MARKINGS 1 L.S. 100.00% 100.00% A88 PAINT LINE 12,300 L.F. 16,096.00 16,096.00 Page 4 of 9 .... WEEKLY QUANTITY REPORT 4R5b0 CITY OF RENTON Gray �3z Oshorrie, Inc- DUVALL AVENUE NE CONSULTNG ENGINEERS G&O#20593 Item Prey. 1/30 1/31 2/1 2/2 2/3 2/4 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 250.00 250.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 1 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 2087 2087 MARKING-SHORT DURATION ' A96 FUEL COST ADJUSTMENT 1 CALC. 159.71% 1.08% 160.79% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 1.00 1.00 CONTRACT CORRECTION TO A99 REINSTATE RETAINAGE 1 L.S. 100.00% 100.00% CO No.1 A100 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 CSTC 790.17 CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 r►105 SIDEWALK-WALL FOOTING 1455 LF 1528.60 25.00 1,553.60 CO No.8 A106 RELATE L12 FOUNDATION 1 FA 1.85 1.85 CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CONo.10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% o DEVICES 48.38/o CO No.I 1 SIGNAL MODIFICATION 1 FA 63.00% 63.00% A109 ASSISTANCE CO No.I 1 REMOVE STORM PIPE IN LIEU OF A1]0 ABANDON WITH CDF 1 L.S. 100.00% 100.00% CO No.18 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% CO No.20 A112 EXPANSION JOINTS FOR WALLS 170 LF 69.00 19.00 48.00 48.00 184.00 IN WZB AND WZD CO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Lzray &Osborne, hyc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Al 13 ADDED LANDSCAPING IN WZE 1 L.S. 0.00% 0.00% CO No.20 - A114 ADDITIONAL DEPTH ASPHALT 1 L.S. 100.00% 100.00% PULVERIZATION IN WZD _ CO No.22 A114 LOWER STREET LIGHTS 1 L.S. 0.00% 0.00% .23 A115 STREET LIGHT L08 FOUNDATION 1 F.A. 6.09% 6.09% MODIFICATION - CO No.24 A115 OT PAY FOR FLAGGING AND A FOREMAN LABOR 11-19-22 1 L.S. 100.00% 100.00% CO No.25 Al 16 CURB PAINT,TEMP STOP LINES 1 L.S, 0.00% 0.00% AND TEMP CROSSWALK LINES CO No.24 A117 Remove/Dispose Fence & Roots 1 F.A. 21.00% 21.00% CO No. 26 A118 Vertical Rebar Additional Work 1 F.A. 33.00% 33.00% CO No. 26 Page 6 of 9 • WEEKLY QUANTITY REPORT 40.2110 CITY OF RENTON C3rray 081,�>rne, Imo- DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prev. 1/30 1/31 2/1 2/2 2/3 2/4 Total No. Description Qty. Unit Total M _ T W T F S to Date , Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 100.00% 100.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 100.00% 100.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN _ Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C��-zwy & Osborne, Ir,. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/30 1/31 2/1 2/2 2/3 2/4 Total No. Description Qty. Unit Total Nl T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 -- B 14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B 15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B 16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACI[ 7.00 7.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 - 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 100.00% 100.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT B22 RESOLUTION 1 F.A. 132.00% 132.00% 17- MODULAR BLOCK WALL AND $0.00/o B23 SURVEY FOR FH 1 L.S. 20.00% 0 100% Page 8 of 9 WEEKLY QUANTITY REPORT 414arb CITY OF RENTON troy Osborne, I DUVALL AVENUE NE C ONSUL TING ENGINEERS G&O#20593 Item Prey. 1/30 1/31 2/1 2/2 2/3 2/4 Total No. Description Qty. Unit Total M T _ W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% :3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 �;4 LATERAL TRENCH 1,150 L.F. 1,122.00 1,122.00 CS INSTALL VAULT-PSE TYPE 2 EACH 1.00 1.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 4.00 4'8"x7'0"x5'8" INSTALL VAULT-PSE TYPE C7 1 EACH 0.00 0.00 5'3"x2'3"x2'9" _ C8 INSTALL VAULT-COMCAST TYPE 1 EACH 1.00 1.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 223.00 223.00 DIAM.-PSE CIO INSTALL CONDUIT PIPE-3 IN. 270 L.F. 320.00 320.00 DIAM.-PSE Cl 1 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 3,166.50 3,166.50 DIAM. -PSE :12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 232.00 232.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM. -COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. []Yes ENo COPIES TO: GRAY&OSBORNE.INC. L VAN EARWAGE CITY OF RENTON RESIDEN SPEC R(Signature) DATE: 2/8/2023 REPORT NO. : 2/4/2023 Page 9 of 9 ... WEEKLY QUANTITY REPORT 4R5140 CITY OF RENTON L=1a,y•Sz Oebwr><e, Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 01/28/23 CONTRACTOR Item Bid Prey. 1/23 1/24 1/25 1/26 1/27 1/28 Total No. Description Qty. Unit Total NI T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 100.00% 100.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 65.98% 65.98% A5 CONTRACTOR SURVEYING 1 L.S. 100.00% 100.00% A6 ADA FEATURES SURVEYING 1 L.S. 75.00% 75.00% A7 UTILITY POTHOLING 25 EA 36.00 36.00 RESOLUTION OF UTILITY A8 CONFLICTS 1 FA 73.66% 73.66% A9 COVID-19 HEALTH AND SAFETY 1 L.S. 90.98% o PLAN 90.98/o OTHER TEMPORARY TRAFFIC A 10 CONTROL 1 L.S. 87.98% 87.98% All TRAFFIC CONTROL SUPERVISOR 1 L.S. 87.98% 87.98% Al2 FLAGGERS 3,200 HR 7,066.25 13.00 12.00 10.00 13.50 7,114.75 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 587.50 3.00 4.00 5.00 3.50 603.00 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 1132.75 1132.75 A15 PORTABLE CHANGEABLE 8,200 HR 5,733.00 MESSAGE SIGN5,733.00 A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 OFFICER 0.00 A17 SEQUENTIAL ARROW SIGN 15,000 HR 17,303.25 72.00 72.00 72.00 72.00 72.00 72.00 17,735.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 REA19 MOVING DRAINAGE 9 EACH 8.00 — STRUCTURE 8.00 A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% o OBSTRUCTIONS 100.00/o Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Czrsy �.c a bci. r,e, Irby. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/23 1/24 1/25 1/26 1/27 1/28 Total No. Description Qty. Unit Total NI I W T _ F S to Date Comments A22 REMOVING CEMENT CONC. SIDEWALK 570 S.Y. 587.42 87.42 A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 1,056.50 AND GUTTER 1,056.50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,997.25 PAVEMENT1,997.25 A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 6,957.00 HAUL 6,957.00 A27 GRAVEL BORROW INCL.HAUL 530 TON _ 3,097.19 3,097.19 A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 EXCAVATION INCL.HAUL 508.78 A29 SUBGRADE PREPARATION 15,0001 S.Y. 15,317.17 15,317.17 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 175.00 B INCL.HAUL 175.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 97.00 97.00 stockpiled for walls A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 UNDERGROUND DRAINAGE 0.00 A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 USE AS RECYCLED PAVEMENT 14,877.89 CRUSHED SURFACING TOP A35 2,583 TON 3,210.04 48.67 COURSE 3,258.71 A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 3,222 28 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 7,455.00 7,455.00 `ticket missing for 1.21 TN A38 ROADWAY CORE 10 EACH 4.00 4.00 ASPHALT COST PRICE A39 ADJUSTMENT 1 CALC. 459.20% 459.20% A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% o ADJUSTMENT 0.00/o COMPACTION PRICE A41 ADJUSTMENT 1 CALC. 0.00% 0.00% Page 2 of 9 WEEKLY QUANTITY REPORT glatIO CITY OF RENTON Gray Osborne, Irlc:. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/23 1/24 1/25 1/26 1/27 1/28 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR RETAINING WALL 3A 250 S.Y. 183.50 22.33 205.83 6750=22.33 A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 4 IN.DIAM. 104.50 POLYPROPYLENE STORM SEWER A44 2,910 L.F. 3,107.40 3,107.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER PIPE 18 IN.DIAM. 130 L.F. 0.00 0.00 A46 POLYPROPYLENE STORM SEWER PIPE 24 IN.DIAM. 70 L.F. 66.70 66.70 A47 TR. 1 ST.STORM SEWER PIPE 12 IN.DIAM. 10 L.F. 0.00 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 DIAM. 311.60 A49 CONCRETE INLET 1 EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 - A51 CATCH BASIN TYPE IL 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 STRUCTURE 7.00 A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 34.00 34.00 • A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 REPLACEMENT 1.00 A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 FIL Deleted via Change Order No 18 A61 SHORING OR EXTRA EXCAVATION CLASS B 750 S.F. 0.00 0.00 A62 TELEVISION INSPECTION 1 L.S. 100.00% _ 100.00% EROSION CONTROL AND WATER A63 POLLUTION PREVENTION 1 L.S. 87.98% 87.98% Page 3 of 9 WEEKLY QUANTITY REPORT 41R51:10 CITY OF RENTON Lzi'ay(Sr�sborrie, Irac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/23 1/24 1/25 1/26 1/27 1/28 Total No. Description Qty. Unit Total _ M T W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING ‘67 TOPSOIL TYPE A 480 C.Y. 605.00 605.00 \68 PLANTS FOR LANDSCAPING 1 L.S. 80.00% 80.00% A69 BARK MULCH 100 C.Y. 100 100 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 100.00% 100.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 75.00% 75.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,609.50 4,609.5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 266.50 266.5 A76 EXTRUDED CURB 2,350 L.F. 2,400.00 2,400.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 134.35 134.35 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.20 0.20 TYPE 1 �79 RAISED PAVEMENT MARKER 3 HUND 2.72 2.72 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 1,835.47 1,835.47 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 12.00 12.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACI{ 1.00 1.0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 86.27% % 86.27% installed fiber cable A86 PERMANENT SIGNING 1 L.S. 10.00% 70.00% 80.00% REMOVING PAVEMENT A87 MARKINGS 1 L.S. 100.00% 100.00% A88 PAINT LINE 12,300 L.F. 16,096.00 16,096.00 Page 4 of 9 WEEKLY QUANTITY REPORT 4 CITY OF RENTON Lire y St COgabo>-,Le, I DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/23 1/24 1/25 1/26 1/27 1/28 Total No. Description Qty. Unit Total NI T W T F S to Date _ Comments A89 PAINTED WIDE LANE LINE 350 L.F. 250.00 250.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. _ 0.00 - 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 2087 2087 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 159.71% 159.71% - A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% - A98 MAILBOX SUPPORT, TYPE 1 1 EACH 0.00 0.00 CONTRACT CORRECTION TO A99 REINSTATE RETAINAGE 1 L.S. 100.00% 100.00% _ CO No.1 A100 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 CSTC 790.17 CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 - CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 1105 SIDEWALK-WALL FOOTING 1455 LF 1528.60 1,528.60 CONo.8 A106 RELOCATE LO ATE L12 FOUNDATION - 1 FA 1.85 1.85 CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CO No.10 ADDITIONAL CHANNELIZATION A108 DEVICES 1 FA 48.38% 48.38% CO No.11 SIGNAL MODIFICATION 1 FA 63.00% 63.00% A109 ASSISTANCE CO No.11 REMOVE STORM PIPE IN LIEU OF A110 ABANDON WITH CDF 1 L.S. 100.00% 100.00% CO No.18 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% CO No.20 A112 EXPANSION JOINTS FOR WALLS IN WZB AND WZD 170 LF 48.00 21.00 69.00 CO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT 4020 CITY OF RENTON Ci-r®y 8z Usbornc, Inc;. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE 1 L.S. 0.00% 0.00% CO No.20 ADDITIONAL DEPTH ASPHALT A114 PULVERIZATION IN WZD 1 L.S. 100.00% 100.00% _ CO No.22 A114 LOWER STREET LIGHTS 1 L.S. 0.00% 0.00% A — CO No.23 STREET LIGHT L08 FOUNDATION — A 115 MODIFICATION 1 F.A. 6.09% 6.09% CO No.24 A 115 OT PAY FOR FLAGGING AND A FOREMAN LABOR 11-19-22 I L.S. 100.00% 100.00% CO No.25 CURB PAINT,TEMP STOP LINES A116 AND TEMP CROSSWALK LINES I L. 0.00% 0.00% CO No.24 A118 Vertical Rebar Additional Work 1 F.A. 17.05% 17.05% CO No. 26 Page 6 of 9 WEEKLY QUANTITY REPORT °RAO CITY OF RENTON DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/23 1/24 1/25 1/26 1/27 1/28 Total No. Description Qty. Unit _ Total _ M _ T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 100.00% o 10%OF TOTAL OF BID 100.00/° SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 100.00% 100.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 BACKFILL 1,090.48 B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT _ B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 FITTINGS 632.00 CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 4.00 WATER MAIN 4.00 Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON L=r©,y 8z Os��orrke, kW- DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 item Prey. 1/23 1/24 1/25 1/26 1/27 1/28 Total No. Description Qty. Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B 13 B 14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 GATE VALVE ASSEMBLY 2.00 B15 FURNISH AND INSTALL 12-INCH GATE VALVE ASSEMBLY i EACH 1.00 1.00 B 16 FURNISH AND INSTALL 16-INCH — GATE VALVE ASSEMBLY 1 EACH 1.00 1.00 FURNISH AND INSTALL FIRE B 17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN INCLUDING WET TAP BY 7.0 EACH 7.00 7.00 APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH WATER SERVICE CONNECTION 1 EACH 1.00 1.00 STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 100.00% 100.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT B22 RESOLUTION 1 F.A. 132.00% 132.00% 17- MODULAR BLOCK WALL AND B23 SURVEY FOR FH I L.S. 20.00% 20.00% Page 8 of 9 WEEKLY QUANTITY REPORT 4e2;10 CITY OF RENTON (;r,,ay gr OaI„cjrn . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/23 1/24 1/25 1/26 1/27 1/28 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% '23 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 :4 LATERAL TRENCH 1,150 L.F. 1,122.00 1,122.00 INSTALL VAULT-PSE TYPE 2 EACH 1.00 C5 2'6"x2'6"x2'0" 1.00 C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 4'8"x7'0"x5'8" 4.00 C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 5'3"x2'3"x2'9" 0.00 CS INSTALL VAULT-COMCAST TYPE 1'6"x3'0"PEDESTAL 1 EACH 1.00 1.00 C9 INSTALL CONDUIT PIPE-2 IN. DIAM.-PSE 30 L.F. 223.00 223.00 C10 INSTALL CONDUIT PIPE-3 IN. DIAM.-PSE 270 L.F. 320.00 320.00 INCl 1 STALL CONDUIT PIPE-4 IN. 3280 L.F. 3,166.50 3,166.50 DIAM.-PSE r 12 INSTALL CONDUIT PIPE-6 IN. — DIAM.-PSE 220 L.F. 232.00 232.00 C13 INSTALL CONDUIT PIPE-4 IN. DIAM.-COMCAST 180 L.F. 195.00 195.00 Reviewed Contractor's Record Drawings for conformity with fieldwork. Ares DNo COPIES TO: GRAY&OSBORNE,INC. II AN EA WAGE CITY OF RENTON RESIDENT I PECTO (Signature) DATE: 1/28/2023 REPORT NO. : Week 56 Page 9 of 9 WEEKLY QUANTITY REPORT 4RtICO CITY OF RENTON Ci .y & Osbc i ®, Inc,. AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 01/21/23 CONTRACTOR Item Bid Prey. 1/16 1/17 1/18 1/19 1/20 1/21 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% _ A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 100.00% 100.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 65.98% 65.98% A5 CONTRACTOR SURVEYING 1 L.S. 100.00% 100.00% _ A6 ADA FEATURES SURVEYING 1 L.S. 75.00% 75.00% A7 UTILITY POTHOLING 25 EA 36.00 36.00 A8 RESOLUTION OF UTILITY 1 FA 73.66% o CONFLICTS 73.66/o A9 COVID-19 HEALTH AND SAFETY 1 L.S. 90.98% 90.98% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 87.98% 87,98% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 87.98% 87.98% Al2 FLAGGERS 3,200 HR 7,036.25 9.50 4.00 _ 8.00 8.50 7,066.25 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 581.00 3.50 1.00 1.00 1.00 587.50 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 1132.75 1132.75 A15 PORTABLE CHANGEABLE 8,200 HR 5,733.00 5,733.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A l7 SEQUENTIAL ARROW SIGN 15,000 HR 16,895.25 48.00 48.00 48.00 48.00 72.00 72.00 17,231.25 added another board on Friday A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 A19 REMOVING DRAINAGE 9 EACH 8.00 STRUCTURE 8.00 A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT ICES:1100 CITY OF RENTON C3rray &Osborne, I> DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 item Prey. 1/16 1/17 1/18 1/19 1/20 1/21 Total No. Description Qty. Unit Total NI T W T F S to Date Comments A22 - REMOVING CEMENT CONC. 570 S.Y. 574.42 13.187.42 SIDEWALK , _ 19'6"x 6'=116=12.88 A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 1,056.50 1,056.50 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,997.25 1,997.25 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 6,957.00 6,957.00 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 3,097.19 3,097.19 UNSUITABLE NSUITABLE FOUNDATION 430 C.Y. 508.78 508.78 EXCAVATION INCL.HAUL _ A29 SUBGRADE PREPARATION _15,000 S.Y. 15,317.17 15,317.17 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 175.00 175.00 B INCL.HAUL _ A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 UNDERGROUND DRAINAGE 0.00 A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 14,877.89 USE AS RECYCLED PAVEMENT _ A35 CRUSHED SURFACING TOP 2,583 TON 3,210.04 3,210.04 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 PAVEMENT 3,222.28 A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 7,453.79 1.21 7,455.00 *ticket missing for 1.21 TN A38 ROADWAY CORE 10 EACH 4.00 4.00 A39 ASPHALT COST PRICE 1 CALC. 459.20% 459.20% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 r M WEEKLY QUANTITY REPORT 41R2130 CITY OF RENTON Camay&QsI rn 1t , L lt'. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/16 1/17 1/18 1/19 1/20 1/21 Total No. Description Qty. Unit Total M _ T W T F S to Date _ Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 132.81 50.69 183.50 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 104.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 3,107.40 3,107.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 I 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 311.60 DIAM. A49 CONCRETE INLET 1 EACH 2.00 y _ _ 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE IL 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 32.00 2.00 34.00 -2 water valves A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 Deleted via Change Order No 18 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 100.00% 100.00% A63 EROSION CONTROL AND WATER 1 L.S. 87.98% 87.98% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT 465100 CITY OF RENTON Gray 8-&Osborne, END. DUVALL AVENUE NE C ONSULi1NG ENGINEERS G&O#20593 Item Prey. 1/16 1/17 1/18 1/19 1/20 1/21 Total No. Description Qty. Unit Total M T W T F S to Date Comments _ A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING _ A67 TOPSOIL TYPE A 480 C.Y. 605.00 605.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 80.00% 80.00% A69 BARK MULCH 100 C.Y. 100 100 A70 SYNTHETIC TURF 550 _ S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 100.00% 100.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 75.00% _ 75.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,609.50 4,609.5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. _ 146.50 146.5 A75 CEMENT CONC. PEDESTRIAN 145 L.F. 266.50 266.5 A76 EXTRUDED CURB 2,350 _ L.F. 2,400.00 2,400.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 134.35 134.35 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.20 0.20 TYPE I A79 RAISED PAVEMENT MARKER 3 HUND 2.72 2.72 TYPE 2 _ A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 _ 0.0 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 1,835.47 1,835.47 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 12.00 12.0 PARALLEL A84 CEMENT CONC. CURB RAMP TYPE 1 EACH 1.00 1.0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 86.27% 86.27% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% REMOVING PAVEMENT A87 MARKINGS 1 L.S. 100.00% 100.00% A88 PAINT LINE 12,300 L.F. 16,096.00 16,096.00 Page 4 of 9 WEEKLY QUANTITY REPORT 4R200 CITY OF RENTON Gray$Osborrl<e, Irac: DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/16 1/17 1/18 1/19 1/20 1/21 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 250.00 250.00 _ A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LE 1TER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 2087 2087 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 159.71% 159.71% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% _ A98 MAILBOX SUPPORT,TYPE 1 1 _EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A100 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WA I'ER CONTROL 1 F.A. 66.71% _ 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 105 SIDEWALK-WALL FOOTING 1455 LF 1528.60 1,528.60 CO No.8 A106 RELATE L12 FOUNDATION 1 FA 1.85 1.85 CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CONo.10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% 48.38% DEVICESCO No.11 A109 SIGNAL MODIFICATION 1 FA 63.00% 63.00% ASSISTANCE CO No.11 A110 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% _ 100.00% ABANDON WITH CDF CO No.18 All 1 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% CO No.20 A112 EXPANSION JOINTS FOR WALLS 170 LF 18.00 30.00 48.00 IN WZB AND WZD CO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT (a) CITY OF RENTON G. y 1.3c C4sly e, I1. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE 1 L.S. 0.00% 0.00% CO No.20 A114 ADDITIONAL DEPTH ASPHALT 1 L.S. 100.00% 100.00% PULVERIZATION IN WZD CO No.22 A114 LOWER STREET LIGHTS 1 L.S. 0.00% A 0.00% CO No.23 �115 STREET LIGHT L08 FOUNDATION 1 F.A. 6.09% 6.09% MODIFICATION CO No.24 A115 OT PAY FOR FLAGGING AND 1 L.S. 100.00% 100.00% A FOREMAN LABOR 11-19-22CO No.25 A116 CURB PAINT,TEMP STOP LINES 1 L.S, 0.00% 0.00% AND TEMP CROSSWALK LINESCO No.24 A118 Vertical Rebar Additional Work 1 F.A. 17.05% 17.05% CO No. 26 Page 6 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray &Osborrie, I DUVALL AVENUE NE C ONSUL11NG ENGINEERS G&O#20593 Item Prey. 1/16 1/17 1/18 1/19 1/20 1/21 Total No. Description Qty. tinit Total _ M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND DEMOLITION (NOT TO EXCEED BI 10%OF TOTAL OF BID 1 L.S. 100.00% 100.00% SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 100.00% 100.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL SELECT IMPORTED TRENCH B4 1,265 TON 1,090.48 BACKFILL 1,090.48 B5 _ FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS BI1 CONNECTION TO EXISTING 4 EACH 4.00 WATER MAIN 4.00 Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C.Tray Osti orrie, Li�c DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/16 1/17 1/18 1/19 1/20 1/21 Total No. Description Qty. Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B 13 ����► B 14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B 15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 GATE VALVE ASSEMBLY 1.00 B 16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 7.00 7.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 - 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 100.00% 100.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT B22 RESOLUTION I F.A. 132.00% 132.00% 17- MODULAR BLOCK WALL AND B23 SURVEY FOR FH I L.S. 20.00% 20.00% Page 8 of 9 WEEKLY QUANTITY REPORT 1051110 CITY OF RENTON Gray Osborxio,Tiro. DUVALL AVENUE NE CONSULTNG ENGINEERS G&O#20593 Item Prey. 1/16 1/17 1/18 1/19 1/20 1/21 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% 23 JOINT UTILITY TRENCH 180 L.F. r 200.00 200.00 24 LATERAL TRENCH 1,150 L.F. 1,122.00 1,122.00 CS INSTALL VAULT-PSE TYPE 2 EACH 1.00 2'6"x2'6"x2'0" 1.00 C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 4.00 48 x70 x58 C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 53 x23 x29 C8 INSTALL VAULT-COMCAST TYPE 1 EACH 1.00 1.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 223.00 223.00 DIAM. -PSE CIO INSTALL CONDUIT PIPE-3 IN. 270 L.F. 320.00 320.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 3,166.50 3,166.50 DIAM.-PSE ^12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 232.00 232.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN.DIAM.-COMCAST 180 L.F. 195.00 195.00 Reviewed Contractor's Record Drawings for conformity with fieldwork. Eves Ono COPIES TO: GRAY&OSBORNE,INC. IL AN EARWAGE CITY OF RENTON RESIDENT INSPECTO ignature) DATE: 1/21/2023 REPORT NO. : Week 55 Page 9 of 9 a . WEEKLY QUANTITY REPORT (E5170 CITY OF RENTON Gay&O8borne, Li-. DUVALL AVENUE NE C ONSULi1NG ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 01/14/23 CONTRACTOR Item Bid Prey. 1/9 1/10 1/11 1/12 1/13 1/14 Total No. Description Qty. Unit Total _ M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% _ 100.00% A2 MOBILIZATION I L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 100.00% 100.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 _ L.S. 65.98% 65.98% A5 CONTRACTOR SURVEYING 1 L.S. 100.00% 100.00% A6 ADA FEATURES SURVEYING 1 L.S. 75.00% 75.00% A7 UTILITY POTHOLING 25 EA , 36.00 36.00 RESOLUTION OF UTILITY A8 CONFLICTS 1 FA 73.66% 73.66% COVID-19 HEALTH AND SAFETY A9 PLAN 1 L.S. 90.98% 90.98% OTHER TEMPORARY TRAFFIC A10 CONTROL 1 L.S. 87.98% 87.98% - _ All TRAFFIC CONTROL SUPERVISOR 1 L.S. 87.98% 87.98% Al2 FLAGGERS 3,200 HR 6,952.50 24.25 19.50 23.00 14.00 3.00 7,036.25 Al3 OTHER TRAFFIC CONTROL LABOR 1,000 HR 562.25 1.00 1.00 1.00 10.25 5.50 581.00 AI4 CONSTRUCTION SIGNS CLASS A 1,200 SF 1132.75 1132.75 PORTABLE CHANGEABLE A 15 8,200 HR 5,733.00 5,733.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE OFFICER 80 HR 0.00 0.00 A17 SEQUENTIAL ARROW SIGN 15,000 HR 16,559.25 48.00 48.00 48.00 48.00 48.00 48.00 16,847.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 REA19 MOVING DRAINAGE 9 EACH 8.00 STRUCTURE 8.00 A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 REMOVAL OF STRUCTURES AND A21 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C-iviy O1910 .e, Imo:. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/9 1/10 1/11 1/12 1/13 1/14 Total No. Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. SIDEWALK 574.42570 S.Y. 560.65 13.77 20'8"x 6'=17856"=13.77(root Heaved REMOVING CEMENT CONC.CURB sidewalk) y A23 AND GU I"1'hR 1,215 L.F. 1,056.50 1,056.50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,997.25 PAVEMENT1,997.25 A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 6,957.00 HAUL 6,957.00 A27 GRAVEL BORROW INCL.HAUL _ 530 TON 3,097.19_ _ 3,097.19 A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 508.78 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION _ 15,000 S.Y. 15,317.17 15,317.17 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 175.00 175.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 UNDERGROUND DRAINAGE 0.00 ASPHALT PULVERIZATION FOR A34 15,000 S.Y. 14,877.89 USE AS RECYCLED PAVEMENT 14,877.89 A35 CRUSHED SURFACING TOP 2,583 TON 3,210.04y COURSE 3,210.04 A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 PAVEMENT 3,222.28 A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 7,453.79 7,453.79 A38 ROADWAY CORE 10 EACH 4.00 _ 4.00 ASPHALT COST PRICE A39 ADJUSTMENT 1 CALC. 459.20% 459.20% JOB MIX COMPLIANCE PRICE A40 ADJUSTMENT 1 CALC. 0.00% 0.00% COMPACTION PRICE ' A41 ADJUSTMENT 1 CALC. 0.00% 0.00% Page 2 of 9 WEEKLY QUANTITY REPORT IRAII0 CITY OF RENTON C3nra y&Os�rne, Irma DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/9 1/10 1/11 1/12 1/13 1/14 Total No. Description Qty. Unit _ Total _ M T _ W T _ F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 132.81 RETAINING WALL 3A 132.81 A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 4 IN. DIAM. 104.50 POLYPROPYLENE STORM SEWER A44 2,910 L.F. 3,107.40 PIPE 12 IN.DIAM. 3,107.40 A45 POLYPROPYLENE STORM SEWER PIPE 18 IN.DIAM. 130 L.F. 0.00 0.00 A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 PIPE 24 IN.DIAM. 66.70 A47 TR. 1 ST. STORM SEWER PIPE 10 L.F. 0.00 12 IN.DIAM. 0.00 A48 DUCTILE IRON SEWER PIPE 12 1N. 400 L.F. 311.60 D 311.60 DIAM. A49 CONCRETE INLET 1 EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE IL 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE - STRUCTURE 11 EACH 7.00 7.00 A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 32.00 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL REPLACEMENT 1 EACII 1.00 1.00 A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 �.1. FILL h(taulu i 21" Deleted via Change Order No 18 A61 SHORING OR EXTRA . EXCAVATION CLASS B 750 S.F. 0.00 0.00 A62 TELEVISION INSPECTION 1 L.S. 100.00% 100.00% EROSION CONTROL AND WATER _ A63 POLLUTION PREVENTION 1 L.S. 87.98% 87.98% Page 3 of 9 WEEKLY QUANTITY REPORT 4.1a)* CITY OF RENTON Cir.,y Lir Osl�rne, Izllc:. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/9 1/10 1./11 1/12 1/13 1/14 Total No. Description Qty. Unit Total M T _ W T F _ S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 _EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING _ A67 TOPSOIL TYPE A 480 C.Y. 235.00 175.00 90.00 105.00 605.00 105 DELIVERED ON 1/3/23 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 45.00% 35.00% 80.00% delvered and paritally installed A69 BARK MULCH 100 C.Y. 0.00 70.00 30 100 A70 SYNTHETIC TURF _ 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 100.00% 100.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 75.00% _ 75.00% _ A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,609.50 4,609.5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB _ 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 266.50 266.5 CA76 EXTRUDED CURB 2,350 L.F. 2,400.00 2,400.0 A77 CEMENT CONC. DRIVEWAY 160 S.Y. 134.35 134.35 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.20 0.20 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 2.72 2.72 TYPE 2 _ A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 1,835.47 1,835.47 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 12.00 12.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 1.00 1.0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 86.27% 86.27% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 100.00% 100.00% MARKINGS A88 PAINT LINE 12,300 L.F. 16,096.00 16,096.00 Page 4 of 9 WEEKLY QUANTITY REPORT 41kii* CITY OF RENTON i,-ay &Oal m.e, Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/9 1/10 1/11 1/12 1/13 1/14 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 250.00 250.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 2087 2087 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 159.71% 159.71% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% _ 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% 100.00% REINSTATE RETAINAGE A100 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CO No.l CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1 153 TN 790.17 CSTC 790.17 CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% 66.71% CO No.5 A 103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 1528.60 1,528.60 CONo.8 RA106 FOERM ATE L12 FOUNDATION 1 FA 1.85 1.85 CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CONo.10 ADDITIONAL CHANNELIZATION A108 DEVICES 1 FA 48.38% 48.38% CO No.11 A109 SIGNAL MODIFICATION 1 FA 63.00% o ASSISTANCE 63.00/o CO No.11 Al 10 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% ABANDON WITH CDF 100.00% CO No.18 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% _ CO No.20 A 112 EXPANSION JOINTS FOR WALLS 170 LF 18.00 IN WZB AND WZD 18.00 CO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON sy Osbo , DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE 1 L.S. 0.00% 0.00% CO No.20 ADDITIONAL DEPTH ASPHALT A114 PULVERIZATION IN WZD 1 L.S. 100.00% 100.00% CO No.22 A114 LOWER STREET LIGHTS 1 L.S. 0.00% 0.00/0 A 0 CO No.23 STREET LIGHT L08 FOUNDATION A115 MODIFICATION 1 F.A. 6.09% 6.09% CO No.24 A115 OT PAY FOR FLAGGING AND A FOREMAN LABOR 11-19-22 1 L.S. 100.00% 100.00% CO No.25 CURB PAINT,TEMP STOP LINES A116 AND TEMP CROSSWALK LINES 1 L.S, 0.00% 0.00% CO No.24 A118 Vertical Rebar Additional Work 1 F.A. 0.00% 17.05% 17.05% CO No. 26 Page 6 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON ��y C)e .e, Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/9 1/10 1/11 1/12 1/13 1/14 Total No. Description Qty. _ Unit _ Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 1 L.S. 100.00% o 10%OF TOTAL OF BID 100.00%SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 100.00% 100.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0,00 0.00 MATERIAL SELECT IMPORTED TRENCH B4 1,265 TON 1,090.48 1,090.48 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS Bi i CONNECTION TO EXISTING 4 EACH 4.00 WATER MAIN 4.00 Page 7 of 9 WEEKLY QUANTITY REPORT (a> CITY OF RENTON C3,-zay& Chabc rne, Irac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/9 1/10 1/11 1/12 1/13 1/14 Total No. Description Qty. Unit _ Total NI T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 B14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 GATE VALVE ASSEMBLY 2.00 B15 FURNISH AND INSTALL 12-INCH GATE VALVE ASSEMBLY 1 EACH 1.00 1.00 B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 GATE VALVE ASSEMBLY 1.00 FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 7.00 INCLUDING WET TAP BY 7.00 APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 WATER SERVICE CONNECTION 1.00 STORM WATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 100.00% 100.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH v B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT 1322 RESOLUTION I F.A. 132.00% 132.00% 17- MODULAR BLOCK WALL AND B23 SURVEY FOR FH 1 L.S. 20.00% 20.00% Page 8 of 9 WEEKLY QUANTITY REPORT 425100 CITY OF RENTON Ci>�.y az Oe� ,e, I>�. DUVALL AVENUE NE C ONSUL11NC ENGINEERS G&O#20593 Item Prey. 1/9 1/10 1/11 1/12 1/13 1/14 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 1,122.00 1,122.00 CS INSTALL VAULT-PSE TYPE 2 EACH 1.00 1.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 4.00 4'8"x7'0"x5'8'I C7 INSTALL VAULT-PSE TYPE _ 5'3"x2'3"x2'9'I 1 EACH 0.00 0.00 C8 INSTALL VAULT-COMCAST TYPE _ 1'6"x3'0"PEDESTAL 1 EACH 1.00 1.00 INSTALL CONDUIT PIPE-2 IN. C9 DIAM.-PSE 30 L.F. 223.00 223.00 C]0 INSTALL CONDUIT PIPE-3 IN. DIAM.-PSE 270 L.F. 320.00 320.00 INSTALL CONDUIT PIPE-4 IN. C 11 3280 L.F. 3,166.50 3,166.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. DIAM. -PSE 220 L.F. 232.00 232.00 13 INSTALL CONDUIT PIPE-4 IN. DIAM.-COMCAST 180 L.F. 195.00 195.00 Reviewed Contractor's Record Drawings for conformity with fieldwork. Ores ['No COPIES TO: GRAY&OSBORNE, INC. N EARWA CITY OF RENTON RESIDENT INSPECTOR( gnature) DATE: 1/14/2 REPORT NO. : Week 54 Page 9 of 9 . 1 WEEKLY QUANTITY REPORT Aft" CITY OF RENTON (ira y�Qsliorri®, Inc,. DUVALL AVENUE NE CONSULTNG ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 01/07/23 CONTRACTOR Item Bid Prey. 1/2 1/3 1/4 1/5 1/6 1/7 Total No. Description Qty. Unit Total M T W T F S _ to Date Comments SCHEDULE A- ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 100.00% 100.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 65.98% 65.98% A5 CONTRACTOR SURVEYING 1 L.S. 100.00% 100.00% A6 ADA FEATURES SURVEYING 1 L.S. _ 75.00% 75.00% A7 UTILITY POTHOLING 25 EA 36.00 36.00 RESOLUTION OF UTILITY A8 CONFLICTS 1 FA 73.66% 73.66% COVID-19 HEALTH AND SAFETY A9 1 L.S. 90.98% o PLAN 90.98/o A10 OTHER TEMPORARY TRAFFIC 1 L.S. 87.98% o CONTROL 87.98/o All TRAFFIC CONTROL SUPERVISOR 1 L.S. 87.98% 87.98% Al2 FLAGGERS 3,200 HR 6,839.50 41.00 24.50 19.00 28.50 6,952.50 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 552.25 3.00 1.00 5.00 1.00 562.25 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 1132.75 1132.75 23 SF installed PP13 added to prey. total to be paid PP14 A15 PORTABLE CHANGEABLE 8,200 HR 5,733.00 MESSAGE SIGN5,733.00 A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 16,223.25 48.00 48.00 48.00 48.00 48.00 48.00 16,511.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 A19 REMOVING DRAINAGE 9 EACH 8.00 STRUCTURE 8.00 A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 _ 613.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C�-sy Sir 0sLc,m , Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/2 1/3 1/4 1/5 1/6 1/7 Total No. Description Qty. Unit Total NI T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 560.65 560.65 SIDEWALK REA23 MOVING CEMENT CONC.CURB 1,215 L.F. 1,056.50 1,056.50 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,997.25 1,997.25 PAVEMENT ROADWAY EXCAVATION INCL. A26 6,850 C.Y. 6,957.00 6,957.00 HAUL A27 GRAVEL BORROW INCL.HAUL 530 _ TON 3,097.19 3,097.19 A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 508.78 EXCAVATION INCL. HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 15,317.17 15,317.17 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 175.00 B INCL.HAUL 175.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 USE AS RECYCLED PAVEMENT 14,877.89 A35 CRUSHED SURFACING TOP 2,583 TON 3,210.04 COURSE 3,210.04 A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 3,222.28 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 7,453.79 7,453.79 A38 ROADWAY CORE 10 EACH 4.00 _ 4.00 A39 ASPHALT COST PRICE 1 CALC. 459.20% o ADJUSTMENT 459.20/o A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT COMPACTION PRICE A41 ADJUSTMENT 1 CALC. 0.00% 0.00% Page 2 of 9 WEEKLY QUANTITY REPORT 4atik CITY OF RENTON Cirray 8z O®borne, Iris. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prev. 1/2 1/3 1/4 1/5 1/6 1/7 Total No. Description Qty. Unit Total NI T W T F S to Date Comments A42 CONC. CLASS 4000 FOR 250 S.Y. 132.81 RETAINING WALL 3A 132.81 A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 104.50 4 IN.DIAM. POLYPROPYLENE STORM SEWER A44 2,910 L.F. 3,107.40 PIPE 12 IN.DIAM. 3,107.40 A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 PIPE 18 IN. DIAM. 0.00 A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 PIPE 24 IN.DIAM. 66.70 A47 TR. 1 ST. STORM SEWER PIPE 10 L.F. 0.00 12 IN.DIAM. 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 DIAM. 311.60 A49 CONCRETE INLET I EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN. DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE STRUCTURE 11 EACH 7.00 7.00 A54 ADJUST CATCH BASIN 5 EACH 2.00 _ 2.00 A55 ADJUST VALVE BOX 18 EACH 32.00 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL - REPLACEMENT 1 EACH 1.00 1.00 A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 FILL_ J 1 ►. ti T Deleted via Change Order No 18 A61 SHORING OR EXTRA 750 S.F. 0.00 EXCAVATION CLASS B 0.00 A62 TELEVISION INSPECTION 1 L.S. 100.00% 100.00% A63 EROSION CONTROL AND WATER 1 L.S. 87.98% o POLLUTION PREVENTION 87.98/o Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE dray gSr 4Deliorrke, Irks. CONSULTING ENGINEERS G&O#20593 Item Prey. 1/2 1/3 1/4 1/5 1/6 1/7 Total No. Description Qty. Unit Total M T W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 _ 1 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 MULCHING 0.00 A67 TOPSOIL TYPE A 480 C.Y. 60.00 -4175.00_ 235.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% x x 0.00% 7 trees in Planter 2,10 trees in planter 1 A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 _ 0.00 A71 IRRIGATION SYSTEM 1 L.S. 100.00% 100.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 75.00% x 75.00% planter l&2 completed not tested A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,609.50 4,609.5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 266.50 266.5 CURB A76 EXTRUDED CURB 2,350 L.F. 2,400.00 2,400.0 A77 CEMENT CONC. DRIVEWAY 160 S.Y. 134.35 134.35 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.20 0.20 TYPE I A79 RAISED PAVEMENT MARKER 3 HUND 2.72 2.72 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 1,835.47 1,835.47 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 12.00 12.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 1.00 1.0 _ SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE I L.S. 86.27% 86.27% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% REMOVING PAVEMENT A87 MARKINGS I L.S. 100.00% 100.00% A88 PAINT LINE 12,300 L.F. 16,096.00 16,096.00 Page 4 of 9 • WEEKLY QUANTITY REPORT 4G5110 CITY OF RENTON �-ay Ol9borne, Im DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/2 1/3 1/4 1/5 1/6 1/7 Total No. Description Qty. Unit Total M T NV T F & to Date 1 Comments A89 PAINTED WIDE LANE LINE 350 L.F. 250.00 250.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 _ 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 _ 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 2087 2087 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 159.71% 159.71% A97 STEEL COST ADJUSTMENT _ 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH, 0.00 _ 0.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% ° REINSTATE RETAINAGE 100.00% CO No.1 A100 TRIPLE TREE REMOVAL 1 L.S. 100.00%_ _ 100.00% CONo.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC - CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A l 04 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 1528.60 1,528.60 CO No.8 - A 106 F RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% 48.38% DEVICES _ CO No.11 A109 SIGNAL MODIFICATION 1 FA 63.00% o ASSISTANCE 63.00% CO No.11 A110 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% o ABANDON WITH CDF 100.00% CO No.18 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% CO No.20 EXPANSION JOINTS FOR WALLS A112 170 LF 18.00 IN WZB AND WZD 18.00 CO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Sir Osllsorne, Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE 1 L.S. 0.00% 0.00% CO No.20 A114 ADDITIONAL DEPTH ASPHALT 1 L.S. 100.00% o PULVERIZATION IN WZD100.00% CO No.22 — A114 LOWER STREET LIGHTS 1 L.S. 0.00% 0.00% A CO No.23 - A 115 STREET LIGHT L08 FOUNDATION 1 F.A. 6.09% o MODIFICATION 6.09/o _ CO No.24 A115 OT PAY FOR FLAGGING AND 1 L.S. 100.00% o A FOREMAN LABOR 11-19-22 100.00% CO No.25 CURB PAINT,TEMP STOP LINES A116 1 L.S, 0.00% o AND TEMP CROSSWALK LINES 0.00% _ CO No.24 Page 6 of 9 WEEKLY QUANTITY REPORT IgE2C0 CITY OF RENTON C=„ay OeboM,e, Imo, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/2 1/3 1/4 1/5 1/6 1/7 Total No. Description Qty. ([nit Total _ M T W T _ F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 1 L.S. 100.00% 10000% 10%OF TOTAL OF BID . SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 100.00% 100.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 BACKFILL 1,090.48 B5X� — —� FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 FITTINGS 632.00 CONCRETE FOR THRUST B I O BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 4.00 WATER MAIN 4.00 Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C irray &Osborne, Lac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prev. 1/2 1/3 1/4 1/5 1/6 1/7 Total No. Description Qty. Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WAFER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES _B 13 B14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 GATE VALVE ASSEMBLY 2.00 B 15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 GATE VALVE ASSEMBLY 1.00 B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 GATE VALVE ASSEMBLY 1.00 FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACII 7.00 7.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 100.00% 100.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT 1 F.A. 132.00% 132.00% B2 2RESOLUTION 17- MODULAR BLOCK WALL AND 20.00% B23 SURVEY FOR FH I L.S. 20.00% o Page 8 of 9 WEEKLY QUANTITY REPORT 16511110 CITY OF RENTON Lir.ty �sbc z-x c, Low-- DUVALL AVENUE NE , ), tlt fl';;; E.,',NEER< G&O#20593 Item Prey. 1/2 1/3 1/4 1/5 1/6 1/7 Total No. Description Qty. Unit _ Total m T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% �3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 4 LATERAL TRENCH 1,150 L.F. 1,122.00 _ 1,122.00 CS INSTALL VAULT-PSE TYPE 2 EACH 1.00 1.00 26 x26 x20 C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 4.00 48 x70 x58 C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 53 x23 x29 0.00 C8 INSTALL VAULT-COMCAST TYPE 1 EACH 1.00 1.00 1'6"x3'0" PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 223.00 223.00 DIAM. -PSE _ C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 320.00 320.00 DIAM. -PSE — C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 3,166.50 3,166.50 DIAM.-PSE _ �12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 232.00 232.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST — Reviewed Contractor's Record Drawings for conformity with fieldwork. Elves Om Q COPIES TO: GRAY&OSBORNE,INC. L V EARWAG CITY OF RENTON RESIDENT INSPECTOR( nature) DATE: 1/7/2023 REPORT NO.: Week 53 Page 9 of 9 WEEKLY QUANTITY REPORT 4R11110 CITY OF RENTON Gby 8E Osborn,Lac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 12/31/22 CONTRACTOR Item Bid Prey. 12/26 12/27 12/28 12/29 12/30 12/31 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE, ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 20.00% 100.00% $10,000 _ A4 PROJECT RED LINE DRAWINGS 1 L.S. 62.55% 3.43% 65.98% A5 CONTRACTOR SURVEYING 1 L.S. 95.75% 4.25% 100.00% A6 ADA FEATURES SURVEYING 1 L.S. 75.00% 75.00% A7 UTILITY POTHOLING 25 EA 36.00 36.00 A8 RESOLUTION OF UTILITY 1 FA 73.66% 73.66% CONFLICTS A9 PLC-19 HEALTH AND SAFETY 1 L.S. 87.55% 3.43% 90.98% A10 OTHER TEMPORARY TRAFFIC I L.S. 83.40% 4.58% 87.98% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 83.40% 4.58% 87.98% Al2 FLAGGERS 3,200 HR 6,839.50 6,839.50 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 552.25 552.25 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 173.00 1,109.75 A15 PORTABLE CHANGEABLE 8,200 HR 5,733.00 5,733.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 15,887.25 48.00 48.00 48.00 48.00 48.00 48.00 16,175.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 A19 REMOVING DRAINAGE 9 EACH 8.00 8.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 _ A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page I of 9 WEEKLY QUANTITY REPORT le111110 CITY OF RENTON .y&Oebo e, Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/26 12/27 12/28 12/29 12/30 12/31 Total No. Description Qty. Unit Total M T W 'I' F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 560.65 560.65 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 1,056.50 1,056.50 AND GU 1TER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,997.25 1,997.25 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 6,957.00 6,957.00 AUL A27 GRAVEL BORROW INCL.HAUL 530 TON 3,097.19 3,097.19 A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 508.78 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 15,317.17 15,317.17 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 175.00 175.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 14,877.89 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 3,210.04 3,210.04 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 3,222.28 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 7,453.79 7,453.79 A38 ROADWAY CORE 10 EACH 0.00 4.00 4.00 A39 ASPHALT COST PRICE 1 CALC. 458.87% 0.33% 459.20% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 • COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 WEEKLY QUANTITY REPORT 4R5170 CITY OF RENTON C`n-ay. Ckaborrke, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/26 12/27 12/28 12/29 12/30 12/31 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 132.81 132.81 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 104.50 4 IN.DIAM. k44 POLYPROPYLENE STORM SEWER 2,910 L.F. 3,107.40 3,107.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST. STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DDUCMTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 311.60 A49 CONCRETE INLET 1 EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE .54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 32.00 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 1►(e�:Ju= _ _ • -- Deleted via Change Order No 18 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 100.00% 100.00% A63 EROSION CONTROL AND WATER 1 L.S. 83.40% 4.58% 87.98% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT lietb CITY OF RENTON Gray CO9�rrie, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/26 12/27 12/28 12/29 12/30 12/31 Total No. Description Qty. Unit Total M T W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 60.00 60.00 60 CY for 12/19 added to prey. A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 100% 100.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 16.67% 58.33% 75.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,609.50 4,609.5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 266.50 266.5 A76 EXTRUDED CURB 2,350 L.F. 2,400.00 2,400.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 134.35 134.35 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.20 0.20 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 2.72 2.72 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 1,835.47 1,835.47 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 12.00 12.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 1.00 1.0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 80.44% 5.83% 86.27% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 100.00% 100.00% MARKINGS A88 PAINT LINE 12,300 L.F. 16,096.00 16,096.00 Page 4 of 9 .► • WEEKLY QUANTITY REPORT 4151130 CITY OF RENTON DUVALL AVENUE NE Luray 4SEE C abomie,Lac. CONSULTING ENGINEERS G&O#20593 Item Prey. 12/26 12/27 12/28 12/29 12/30 12/31 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 250.00 250.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 2,087 2,087.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 159.60% 0.11% 159.71% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A100 TRIPLE TREE REMOVAL 1 L.S. 100.00% _ 100.00% CO No.3 A 101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 105 SIDEWALK-WALL FOOTING I455 LF 1528.60 1,528.60 CO No.8 A106 RELATE L12 FOUNDATION 1 FA 1.85 1.85 CO No.19 A107 MULTI STEM TREE REMOVAL I L.S. 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% 48.38% DEVICES CO No.11 A109 SIGNAL MODIFICATION 1 FA 63.00% 63.00% ASSISTANCE CO No.11 A110 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% 100.00% ABANDON WITH CDF CO No.18 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% CO No.20 A112 EXPANSION JOINTS FOR WALLS 170 LF 18.00 18.00 IN WZB AND WZD CO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT 4elt0 CITY OF RENTON CiraOeborre,T DUVALL AVENUE NE y CONSULTING ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE 1 I..S. 0.00°0 0.00% CO No.20 A114 ADDITIONAL DEPTH ASPHALT 1 L.S. 100.00% 100.00% PULVERIZATION IN WZD Co No.22 A114 LOWER STREET LIGHTS 1 L.S. 0.00% 0.00% A CO No.23 �115 STREET LIGHT L08 FOUNDATION 1 F.A. 0.00% 6.09% 6.09% MODIFICATION CO No.24 A115 OT PAY FOR FLAGGING AND 1 L.S. 0.00% 100% 100.00% A FOREMAN LABOR 11-19-22 CO No.25 A116 CURB PAINT,TEMP STOP LINES 1 L.S, 0.00% 0.00% 0.00% AND TEMP CROSSWALK LINES CO No.24 Page 6 of 9 .► • WEEKLY QUANTITY REPORT 425b CITY OF RENTON Cry ON oe, I DUVALL AVENUE NE CONSULTNG ENGINEERS G&O#20593 Item Prey. 12/26 12/27 _ 12/28 12/29 12/30 12/31 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND DEMOLITION (NOT TO EXCEED ° B1 10%OF TOTAL OF BID 1 I_.S. 100.00% 100.00%SCHEDULE B) t32 TRENCH SAFETY SYSTEMS 1 L.S. 100.00% 100.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1265 TON 1,090.48 1,090.48 BACKFILL B5 < ><>< >< FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 4.00 WATER MAIN 4.00 Page 7 of 9 • WEEKLY QUANTITY REPORT 45:0 CITY OF RENTON c y 8E C1e1343M , DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/26 12/27 12/28 12/29 12/30 12/31 Total No. Description Qty. Unit Total to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 B 14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B 15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B 16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 I.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 7.00 7.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 100.00')o 100.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT B22 RESOLUTION 1 F.A. 132.00% 132.00% 17- MODULAR BLOCK WALL AND 1 L.S. 20.00% 20.00% B23 SURVEY FOR FH Page 8 of 9 WEEKLY QUANTITY REPORT gelb CITY OF RENTON Grimy ofir Oebo>rme, Inca . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/26 _ 12/27 12/28 12/29 12/30 12/31 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 _ L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 1,122.00 1,122.00 CS INSTALL VAULT-PSE TYPE 2 EACH 1.00 1.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 4.00 4'8"x7'0"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" C8 INSTALL VAULT-COMCAST TYPE 1 EACH 1.00 1.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 223.00 223.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 320.00 320.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 3,166.50 3,166.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 232.00 232.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN.DIAM.-COMCAST 180 L.F. 195.00 195.00 Reviewed Contractor's Record Drawings for conformity with fieldwork. 7 Yes No COPIES TO: GRAY&OSBORNE,INC. PHIL VAN EARWAGE CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 12/31/2022 REPORT NO. : Week 52 Page 9 of 9 WEEKLY QUANTITY REPORT 4251t0 CITY OF RENTON (r. y&Q c m , Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 12/24/22 CONTRACTOR Item Bid Pres. 12/19 12/20 12/21 12/22 12/23 12/24 Total No. Description Qty. Unit Total N1 to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% — MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 62.55% 62.55% A5 CONTRACTOR SURVEYING 1 L.S. 95.75% 95.75% A6 ADA FEATURES SURVEYING 1 L.S. 75.00% 75.00% A7 UTILITY POTHOLING 25 EA 36.00 36.00 A8 RESOLUTION OF UTILITY 1 FA 73.66% CONFLICTS 73.66% A9 PLC-19 HEALTH AND SAFETY 1 L.S. 87.55% 87.55% A10 OTHER TEMPORARY TRAFFIC 1 L.S. 83.40% 83.40% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 83.40% 83.40% Al2 FLAGGERS 3,200 HR 6,795.50 34.50 9.50 6,839.50 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 549.25 2.00 1.00 552.25 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 936.75 A15 PORTABLE CHANGEABLE 8,200 HR 5,733.00 5,733.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 15,551.25 48.00 48.00 48.00 48.00 48.00 48.00 15,839.25 A 18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 A19 REMOVING DRAINAGE 9 EACH 8.00 8.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT 415b CITY OF RENTON c .y&C3el� e,I DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/19 12/20 12/21 12/22 12/23 12/24 total No. Description Qtv. Unit Total NI T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 560.65 560.65 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 1,056.50 1,056.50 AND GU FI IaR A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,997.25 1,997.25 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 6,957.00 6,957.00 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 3,097.19 3,097.19 A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 508.78 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 15,317.17 15,317.17 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 175.00 175.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 14,877.89 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 3,210.04 3,210.04 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 3,222.28 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 7,453.79 7,453.79 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 458.87% 458.87% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 WEEKLY QUANTITY REPORT 415i5:10 CITY OF RENTON CIray Oshorrue,Im DUVALL AVENUE NE CONSULi1NG ENGINEERS G&O#20593 Item Prey. 12/19 12/20 12/21 12/22 12/23 12/24 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC. CLASS 4000 FOR 250 S.Y. 132.81 132.81 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 104.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 3,107.40 3,107.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST. STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 311.60 DIAM. A49 CONCRETE INLET 1 EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN. DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE 654 ADJUST CATCH BASIN 5 EACH 2.00 2.00 - A55 ADJUST VALVE BOX 18 EACH 32.00 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 FILL Deleted via Change Order No 18 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 100.00% 100.00% A63 EROSION CONTROL AND WATER 1 L.S. 83.40% 83.40% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT 4ft* CITY OF RENTON ( may'Sr Oebome,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item I Prey. 12/19 12/20 12/21 12/22 12/23 12/24 Total No. Description Qty. Unit Total M T W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 SEEDING,FERTILIZING,AND A66 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 16.67% 16.67% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,609.50 4,609.5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 266.50 266.5 A76 EXTRUDED CURB 2,350 L.F. 2,400.00 2,400.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 134.35 134.35 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.20 0.20 TYPE 1 A79 T�I'IPE D PAVEMENT MARKER 3 HUND 2.72 2.72 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 1,835.47 1,835.47 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 12.00 12.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 1.00 1.0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 80.44% 80.44% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 100.00% 100.00% MARKINGS A88 PAINT LINE 12,300 L.F. 16,096.00 16,096.00 Page 4 of 9 1 WEEKLY QUANTITY REPORT lieb CITY OF RENTON CI-yew 8r Oeboe,I>�. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/19 12/20 12/21 12/22 12/23 12/24 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 250.00 250.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LE I-IhR 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 159.60% 159.60% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% 100.00% REINSTATE RETAINAGE CO No.l A100 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY I L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 .,105 SIDEWALK-WALL FOOTING 1455 LF 1528.60 1,528.60 Co No.8 A106 RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 FORM CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% 48.38% DEVICES CO No.11 A109 SIGNAL MODIFICATION 1 FA 63.00% 63.00% ASSISTANCE CO No.11 A110 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% 100.00% ABANDON WITH CDF CO No.18 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% CO No.20 A112 EXPANSION JOINTS FOR WALLS 170 LF 18.00 18.00 IN WZB AND WZD CO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT ® CITY OF RENTON Cry 8z Oaborr>,e,I> DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE 1 L.S. 0.00°,0 0.00% CO No.20 A114 ADDITIONAL DEPTH ASPHALT 1 L.S. 100.00% 100.00% PULVERIZATION IN WZD CO No.22 A114 LOWER STREET LIGHTS 1 L.S. 0.00% A 0.00% CO No.23 �115 STREET LIGHT L08 FOUNDATION 1 F.A. 0.00% 0.00% MODIFICATION CO No.24 A 115 OT PAY FOR FLAGGING AND A FOREMAN LABOR 11-19-22 1 L.S. 0.00% 0.00% CO No.25 A116 CURB PAINT,TEMP STOP LINES 1 L.S, 0.00% o AND TEMP CROSSWALK LINES 0.00% CO No.24 Page 6 of 9 • • } WEEKLY QUANTITY REPORT CITY OF RENTON Gray Osborric,Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/19 12/20 12/21 12/22 12/23 12/24 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 1 L.S. 100.00 10%OF TOTAL OF BID /° 100.00% SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 100.00% 100.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT °at, CITY OF RENTON C�y Oebo O, Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/19 12/20 12/21 12/22 12/23 12/24 Total No. Description Qty. Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 B 14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 7.00 7.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 100.00% 100.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT 1 F.A. 132.00% 132.00% B22 RESOLUTION 17- MODULAR BLOCK WALL AND 1 L.S. 20.00% 20.00% B23 SURVEY FOR FH Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE dray ttiL Osboi-ne, I . G&O#20593 CONSULTING ENGINEERS Item Prey. 12/19 12/20 12/21 12/22 12/23 12/24 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 1,122.00 1,122.00 CS INSTALL VAULT-PSE TYPE 2 EACH 1.00 1.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 4.00 4'8"x7'0"x5'8" Cl INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" C8 INSTALL VAULT-COMCAST TYPE 1 EACH 1.00 1.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 223.00 223.00 DIAM.-PSE C 10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 320.00 320.00 DIAM.-PSE C 11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 3,166.50 3,166.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 232.00 232.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN.DIAM.-COMCAST 180 L.F. 195.00 195.00 Reviewed Contractor's Record Drawings for conformity with fieldwork. 2 Yes ❑No COPIES TO: GRAY&OSBORNE,INC. PHIL VAN EARWAGE CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 12/24/2022 REPORT NO. : Week 51 Page 9 of 9 r r WEEKLY QUANTITY REPORT 1E00 CITY OF RENTON C3 .y L Osborr e, LY. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 12/17/22 CONTRACTOR Item Bid Prey. 12/12 12/13 12/14 12/15 12/16 12/17 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD, DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 62.55% 62.55% A5 CONTRACTOR SURVEYING 1 L.S. 95.75% 95.75% A6 ADA FEATURES SURVEYING 1 L.S. 75.00% 75.00% A7 UTILITY POTHOLING 25 EA 36.00 36.00 AS RESOLUTION OF UTILITY 1 FA 73.66% 73.66% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 87.55% 87,55% PLAN A 10 OTHER TEMPORARY TRAFFIC 1 L.S. 83.40% 83.40% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 83.40% 83.40% Al2 FLAGGERS 3,200 HR 6,696.50 27.00 36.00 29.00 7.00 6,795.50 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 524.25 11.00 7.00 6.00 1.00 549.25 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 936.75 Al5 PORTABLE CHANGEABLE 8,200 HR 5,733.00 5,733.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 15,215.25 48.00 48.00 48.00 48.00 48.00 48.00 15,503.25 157 x 3'=471=52.33 sqyds of A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 x 0.83 planter strip removed at west side of 10th and Duvall REA19 MOVING DRAINAGE 9 EACH 8.00 8.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 Page 1 of 11 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Oaborxz , DUVALL AVENUE NE C ONSULTING ENGINEERS G&O#20593 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% o OBSTRUCTIONS100.00/o Page 2 of 11 WEEKLY QUANTITY REPORT 41Z2C10 CITY OF RENTON V-ray gr 08ba=r1e, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 item Prey. 12/12 12/13 12/14 12/15 12/16 12/17 Total No. Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. SIDEWALK 570 S.Y. 560.65 560.65 REA23 MOVING CEMENT CONC.CURB 1,215 L.F. 1,056.50 AND GUTTER 1,056.50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,997.25 1,997.25 PAVEMENT A26 ROADWAY EXCAVATION INCL. HAUL 6,850 C.Y. 6,957.00 6,957.00 A27 GRAVEL BORROW INCL.HAUL 530 TON 3,097.19 3,097.19 A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 508.78 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 15,317.17 15,317.17 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 175.00 B INCL.HAUL 175.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 UNDERGROUND DRAINAGE 0.00 A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 USE AS RECYCLED PAVEMENT 14,877.89 CRUSHED SURFACING TOP A35 2,583 TON 3,210.04 COURSE 3,210.04 A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 PAVEMENT 3,222.28 A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 7,453.79 7,453.79 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 458.87% o ADJUSTMENT 458.87/o A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% o ADJUSTMENT 0.00/o A41 COMPACTION PRICE ] CALC. 0.00% o ADJUSTMENT 0.00/o Page 3 of 11 WEEKLY QUANTITY REPORT (ft, CITY OF RENTON C �.y Sz p$bome, I DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/12 12/13 12/14 12/15 12/16 12/17 Total No. Description Qty. Unit Total M T W T F S to Date Comments _ A42 CONC.CLASS 4000 FOR 250 S.Y. 132.81 132.81 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 104.50 4 1N. DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 3,107.40 PIPE 12 IN.DIAM. 3,107.40 POLYPROPYLENE STORM SEWER A45 130 L.F. 0.00 PIPE 18 IN.DIAM. 0.00 A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 PIPE 24 IN.D1AM. 66.70 A47 TR. 1 ST. STORM SEWER PIPE 10 L.F. 0.00 12 IN.DIAM. 0.00 A48 DUCTILE IRON SEWER PIPE 12IN. 400 L.F. 311.60 DIAM. 311.60 A49 CONCRETE INLET 1 EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE STRUCTURE 11 EACH 7.00 7.00 A54 ADJUST CATCH BASIN 5 EACH 2.00 r 2.00 A55 ADJUST VALVE BOX 18 EACH 32.00 _ 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 REPLACEMENT 1.00 A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 FIL Deleted via Change Order No 18 A61 SHORING OR EXTRA EXCAVATION CLASS B 750 S.F. 0.00 0.00 A62 TELEVISION INSPECTION 1 L.S. 100.00% 100.00% A63 EROSION CONTROL AND WATER 1 L.S. 83.40% POLLUTION PREVENTION 83.40% Page 4 of 11 WEEKLY QUANTITY REPORT CITY OF RENTON Cinr Otaborrne, L . DUVALL AVENUE NE y CONSULTING ENGINEERS G&O#20593 Item Prey. 12/12 12/13 12/14 12/15 12/16 12/17 Total No. Description Qty. Unit Total M T W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. _ 0.00 0.00 A71 IRRIGATION SYSTEM ] L.S. 0.00% RESTORATION 0.00% finished installing piping in Planters A72 IRRIGATION SYSTEM 1 L.S. 16.67% X 16.67% 1&2,no double check or connection to setter A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,609.50 4,609.5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 _ 146.5 — A75 CEMENT CONC.PEDESTRIAN 145 L.F. 266.50 266.5 A76 EXTRUDED CURB 2,350 L.F. 2,400.00 2,400.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 134.35 134.35 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.20 0.20 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 2.72 TYPE 2 2.72 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 1,835.47 _ 1,835.47 A83 — CEMENT CONC.CURB RAMP TYPE 11 EACH 12.00 12.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 1.00 1.0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 80.44% 80.44% A86 PERMANENT SIGNING _ 1 L.S. 10.00% 10.00% Page 5 of 11 WEEKLY QUANTITY REPORT CITY OF RENTON Cz��y 8&Oal1orrie, Lm . DUVALL AVENUE NE CONSULi1NG ENGINEERS G&O#20593 A87 REMOVING PAVEMENT 1 L.S. 100.00% MARKINGS 100.00% A88 PAINT LINE _ 12,300_ L.F. _16,096.00_ 16,096.00 Page 6 of 11 WEEKLY QUANTITY REPORT 4R3130 CITY OF RENTON ( ray 8c Osborne, Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/12 12/13 12/14 12/15 12/16 12/17 Total No. Description Qty. Unit Total M T _ W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 250.00 250.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 _ 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION _ A96 FUEL COST ADJUSTMENT 1 CALC. 159.60% 159.60% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A100 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CONo.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% _ 66.71% CONo.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 1528.60 1,528.60 CONo.8 A 106 RELOCATE L12 FOUNDATION I FA 1.85 1.85 FORM CO No.19 A107 MULTI STEM TREE REMOVAL 1 _ L.S. 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION ] FA 48.38% 48.38% DEVICES _ CO No.11 SIGNAL MODIFICATION - A109 ASSISTANCE 1 FA 63.00% 63.00% CO No.11 A110 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% 100.00% ABANDON WITH CDF CO No.18 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% CO No.20 A112 EXPANSION JOINTS FOR WALLS 170 LF 18.00 IN WZB AND WZD 18.00 CO No.19 Page 7 of 11 WEEKLY QUANTITY REPORT 41e2r0 CITY OF RENTON C:r1W 8&Oeb�►re, DUVALL AVENUE NE C ONSULTNG ENGINEERS G&O N20593 A113 ADDED LANDSCAPING IN WZE 1 L.S. 0.00% 0.00% _ CO No.20 ADDITIONAL DEPTH ASPHALT A114 PULVERIZATION IN WZD 1 L.S. 100.00% 100.00/o o CO No.22 Page 8 of 11 WEEKLY QUANTITY REPORT 4e2110 CITY OF RENTON Camay Sz Oaborr«, Lac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/12 12/13 12/14 12/15 12/16 12/17 Total No. Description Qty. Unit Total M T W T _ F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND Bi DEMOLITION (NOT TO EXCEED 1 L.S. 100.00% 100.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 100.00% 100.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN Page 9 of 11 WEEKLY QUANTITY REPORT 4 CITY OF RENTON (Tray t&z Osborne, Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/12 12/13 12/14 12/15 12/16 12/17 Total No. Description Qty. Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 B 14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 GATE VALVE ASSEMBLY2.00 B15 FURNISH AND INSTALL 12-INCH GATE VALVE ASSEMBLY 1 EACH 1.00 1.00 B16 FURNISH AND INSTALL 16-INCH GATE VALVE ASSEMBLY 1 EACH 1.00 1.00 FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN INCLUDING WET TAP BY 7.0 EACH 7.00 7.00 APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH WATER SERVICE CONNECTION 1 EACH 1.00 1.00 STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 100.00% 100.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF I EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT B22 RESOLUTION 1 F.A. 132.00% 132.00% 17- MODULAR BLOCK WALL AND B23 SURVEY FOR FH 1 L.S. 20.00% 20.00% Page 10 of 11 WEEKLY QUANTITY REPORT lieb CITY OF RENTON Gainey & Daborne, Irx�. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/12 12/13 12/14 12/15 12/16 12/17 Total No. Description Qty. Unit _ Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. _ 100.00% 100.00% :23 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 04 LATERAL TRENCH - 1,150 L.F. 1,122.00 1,122.00 CS INSTALL VAULT-PSE TYPE 2 EACH 1.00 1.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 4.00 48 x70 x58 _ + Cl INSTALL VAULT-PSE TYPE 1 EACH 0.00 5 3 x2 3 x2 9 0.00 C8 INSTALL VAULT-COMCAST TYPE 1 EACH 1.00 1'6"x3'0"PEDESTAL 1.00 C9 INSTALL CONDUIT PIPE-21N. 30 L.F. 223.00 DIAM.-PSE 223.00 C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 320.00 320.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 3,166.50 DIAM.-PSE 3,166.50 ;12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 232.00 232.00 DIAM. -PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. Elves ONo Y" COPIES TO: GRAY&OSBORNE,INC. PHIL VANE RWAGE CITY OF RENTON RESIDENT INS CTOR(Signa re) DATE: 12/17/2022 REPORT NO. : Week 50 Page 11 of 11 ( r WEEKLY QUANTITY REPORT (ft* CITY OF RENTON (r.Ly&Oszborrio, Inc DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 12/10/22 CONTRACTOR Item Bid Prey. 12/5 12/6 12/7 12/8 12/9 12/10 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 62.55% 62.55% A5 CONTRACTOR SURVEYING 1 L.S. 95.75% 95.75% A6 ADA FEATURES SURVEYING 1 L.S. 75.00% 75.00% A7 UTILITY POTHOLING 25 EA 36.00 36.00 AS RESOLUTION OF UTILITY 1 FA 73.66% 73.66% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 87.55% 87.55% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 83.40% 83.40% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 83.40% 83.40% Al2 FLAGGERS 3,200 HR 6,514.00 27.25 36.75 37.75 45.00 35.75 6,696.50 A 13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 493.25 2.00 4.75 10.50 6.25 7.50 524.25 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 936.75 A15 PORTABLE CHANGEABLE 8,200 HR 5,733.00 5,733.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 14,879.25 48.00 48.00 48.00 48.00 48.00 48.00 15,167.25 Al8 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 A19 REMOVING DRAINAGE 9 EACH 8.00 8.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 _ - 613.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% o OBSTRUCTIONS 100.00/o Page 1 of 9 WEEKLY QUANTITY REPORT 405130 CITY OF RENTON C recy 13z OsborxI e, Ia-c:. DUVALL AVENUE NE C ONSUL71NG ENGINEERS G&O#20593 'Item Prey. 12/5 12/6 12/7 12/8 12/9 12/10 Total No. Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 560.65 560.65 SIDEWALK _ A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 1,056.50 1,056.50 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,472.72 524.53 1,997.25 PAVEMENT asphalt in planters an irrigation trenches A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 6,957.00 6,957.00 HAUL A27 GRAVEL BORROW INCL.HAUL 530 _ TON 3,097.19 3,097.19 A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 508.78 EXCAVATION INCL. HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 15,317.17 15,317.17 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 175.00 175.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 14,877.89 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 3,210.04 3,210.04 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 3,222.28 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 7,438.79 15.00 7,453.79 paved irrigation trenches and sidewalk in front of lumen pedestal A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 458.87% 458.87% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 WEEKLY QUANTITY REPORT (al) CITY OF RENTON Ciira y&Osborrae, Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/5 12/6 12/7 12/8 12/9 12/10 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 132.81 132.81 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 104.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 3,107.40 3,107.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST. STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 311.60 DIAM. A49 CONCRETE INLET 1 EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 32.00 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 FILL Deleted via Change Order No 18 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 100.00% 100.00% A63 EROSION CONTROL AND WATER I L.S. 83.40% 83.40% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT 412abl° CITY OF RENTON DUVALL AVENUE NE ( ray 4Sr Oaborrie, Imo. CONSULTING ENGINEERS G&O#20593 Item Prey. 12/5 12/6 12/7 12/8 12/9 12/10 Total No. Description Qty. Unit Total M T W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 _ 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 1- 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 16.67% x 16.67% 2 services planter I&2 _ A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,609.50 4,609.5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 186.00 80.50 266.5 CA76 EXTRUDED CURB 2,350 L.F. 0.00 1,050 795.00 555.00 2,400.0 A77 CEMENT CONC. DRIVEWAY 160 S.Y. 113.76 20.59 134.35 ENTRANCE TYPE 1 _ A78 RAISED PAVEMENT MARKER 11 HUND 0.20 0.20 TYPE I A79 RAISED PAVEMENT MARKER 3 HUND 2.72 2.72 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 _ 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 1,432.17 403.30 1,835.47 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 9.00 3.00 12.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 1.00 1.0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 80.44% 80.44% pulled wires to Hawks signal pedestals and cabinet/poured street light base Ll S A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 100.00% 100.00% MARKINGS A88 PAINT LINE 12,300 L.F. 16,096.00 16,096.00 Page 4 of 9 WEEKLY QUANTITY REPORT 16510 CITY OF RENTON Czray o31r Osh rne, ILIAC. DUVALL AVENUE NE C ONSUITING ENGINEERS G&O#20593 Item Prey. 12/5 12/6 12/7 12/8 12/9 12/10 Total No. Description Qty. Unit Total NI T W T F S to Date Comment; A89 PAINTED WIDE LANE LINE 350 L.F. 250.00 250.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT I CALC. 159.60% 159.60% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH_ 0.00 0.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A100 TRIPLE TREE REMOVAL 1 L.S. _ 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC _ CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY I L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A 104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 944.00 584.60 1,528.60 CO No.8 A 106 RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 FORM CO No.19 A 107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% 48.38% DEVICES _ CO No.11 A109 SIGNAL MODIFICATION 1 FA 63.00% 63.00% ASSISTANCE CO No.11 A 110 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% 100.00% ABANDON WITH CDF CO No.18 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% CO No.20 EXPANSION JOINTS FOR WALLS A112 170 LF 18.00 18.00 IN WZB AND WZD CO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON CAI�.y(Sr Osboinae, I DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE 1 L.S. 0.00% 0.00% CO No.20 A114 ADDITIONAL DEPTH ASPHALT l L.S. 100.00% 100.00% PULVERIZATION IN WZD CO No.22 Page 6 of 9 WEEKLY QUANTITY REPORT (tab CITY OF RENTON Csrey. �eboe, Inc,. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/5 12/6 12/7 12/8 12/9 12/10 Total No. Description Qty. Unit Total _ M T W _ T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 100.00% 100.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 100.00% 100.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT - - FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT (lab CITY OF RENTON DUVALL AVENUE NE Grre Sz Osborn , Inc. CONSULTING ENGINEERS G&O#20593 Item Prey, 12/5 12/6 12/7 12/8 12/9 12/10 Total No. Description Qty. Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 B 14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B 17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 7.00 7.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH l EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 100.00% 100.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT I F.A. 132.00% 132.00% B22 RESOLUTION 17- MODULAR BLOCK WALL AND 1 L.S. 20.00% 20.00% B23 SURVEY FOR FH Page 8 of 9 • WEEKLY QUANTITY REPORT 4R511) CITY OF RENTON (3-r y &Qsborrlse, Ire DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 12/5 12/6 12/7 12/8 12/9 12/10 Total No. Description Qty. Unit Total _ M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 1,122.00 1,122.00 CS INSTALL VAULT-PSE TYPE 2 EACH 1.00 1.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 4.00 4'8"x7'0"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" C8 INSTALL VAULT-COMCAST TYPE I EACH 1.00 1.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 223.00 223.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 320.00 320.00 DIAM.-PSEIN C 11 STALL CONDUIT PIPE-4 IN. 3280 L.F. 3,166.50 3,166.50 DIAM.-PSE _ :12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 232.00 232.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. Elves pNo GOA /, ./` COPIES TO: GRAY&OSBORNE,INC. MIL VAN EARWAGE CITY OF RENTON RESIDENT INSPE -OR(Signature) DATE: 12/10/2022 REPORT NO. : Week 49 go.i.S F' Y Page 9 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON may&O0l� e, Ir,� DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 12/03/22 CONTRACTOR Item Bid Prey. 11/28 11/29 11/30 12/1 12/2 12/3 Total No. Description Qty. Unit Total M T VV T F S to Date Comments SCHEDULE A-ROAD, DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 59.11% 3.44% 62.55% A5 CONTRACTOR SURVEYING 1 L.S. 89.38% 6.37% 95.75% A6 ADA FEATURES SURVEYING 1 L.S. 75.00% 75.00% A7 UTILITY POTHOLING 25 EA 36.00 36.00 AS RESOLUTION OF UTILITY 1 FA 73.66% 73.66% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 84.11% 3.44% 87.55% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 78.82% 4.58% 83.40% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 78.82% 4.58% 83.40% Al2 FLAGGERS 3,200 HR 6,411.25 29.50 7.25 34.00 32.00 6,514.00 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 481.25 1.00 1.00 6.00 4.00 493.25 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 936.75 A15 PORTABLE CHANGEABLE 8,200 HR 5,733.00 5,733.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 14,543.25 48.00 48.00 48.00 48.00 48.00 48.00 14,831.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 REA19 MOVING DRAINAGE 9 EACH 8.00 8.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT lab CITY OF RENTON Grew,SE O®1� ,e, I . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/28 11/29 11/30 12/1 12/2 12/3 Total No. Description Qty. Unit Total M T W 7' F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 560.65 560.65 SIDEWALK _ REMOVING CEMENT CONC.CURB A23 1,215 L.F. 1,056.50 1,056.50 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,383.84 88.88 1,472.72 PAVEMENT _ _ removed asphalt from planter(3)8'x100' A26 HROAUDWAY EXCAVATION 1NCL. 6,850 C.Y. 6,957.00 6,957.00 L A27 GRAVEL BORROW INCL.HAUL 530 TON 3,097.19 -13,097.19 - A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 508.78 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 15,317.17 15,317.17 A30 WATER 200 ,MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 175.00 175.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE ASPHALT PULVERIZATION FOR A34 I5,000 S.Y. 14,877.89 14,877.89 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 3,210.04 3,210.04 COURSE PLANING BITUMINOUS A36 3,500 S.Y. 3,222.28 3,222.28 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 7,438.79 7,438.79 A38 ROADWAY CORE 10 EACH 0.00 _ 0.00 A39 ASPHALT COST PRICE 1 CALC. 404.49% 54.38% 458.87% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 4 . WEEKLY QUANTITY REPORT 425:0 CITY OF RENTON gy&08� ,, 1.11C. DUVALL AVENUE NE C ONSUL TING ENGINEERS G&O#20593 Item Prey. 11/28 11/29 11/30 12/1 12/2 12/3 Total No. Description Qty. J Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 132.81 132.81 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 104.50 4IN. DIAM. POLYPROPYLENE STORM SEWER A44 2,910 L.F. 3,107.40 3,107.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST. STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 311.60 DIAM. A49 CONCRETE INLET 1 EACH 2.00 2.00 _ A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 _ A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A5S ADJUST VALVE BOX 18 EACH-- 32.00 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 FILL • Deleted via Change Order No 18 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 100.00% 100.00% A63 EROSION CONTROL AND WATER 1 L.S. 78.82% 4.58% 83.40% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Cir�.y&Qsliorne, Ix - DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 item Prey. 11/28 11/29 11/30 12/1 12/2 12/3 Total No. Description Qty. Unit Total M T W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 _ 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 _ _ _ 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. _ 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 _ 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 _ 0.00 A71 IRRIGATION SYSTEM 1 L.S. I 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. r 16.67% 16.67% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,609.50 4,609.5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 186.00 186.0 CA76 EXTRUDED CURB 2,350 L.F. _ 0.00 _ 0.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 113.76 113.76 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.20 0.20 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 2.72 2.72 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 _ A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 1,432.17 1,432.17 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 9.00 9.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 62.43% 18.01% 80.44% pulled wires to Hawks signal pedestals and cabinet/poured street light base L18 A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 10.00% 90.00% 100.00% MARKINGS _ A88 PAINT LINE 12,300 L.F. 16,096.00 16,096.00 Page 4 of 9 A , WEEKLY QUANTITY REPORT CITY OF RENTON Grimy 8L Osborn®, Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/28 11/29 11/30 12/1 12/2 12/3 Total No. Description Qty, Unit Total M T W T - F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F, 250.00 250.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 _ _ 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING- SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 147.49% 12.11% _ 159.60% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 _ 0.00 A99 CONTRACT CORRECTION TO l L.S. 100.00% 100.00% REINSTATE RETAINAGECO No.1 A100 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 944.00 944.00 CO No.8 A106 RELOCATE ATE L12 FOUNDATION 1 FA 1.85 1.85FORM CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% 48.38% DEVICES CO No.11 A109 SIGNAL MODIFICATION 1 FA 63.00% 63.00% ASSISTANCE CO No.11 REA110 MOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% 100.00% ABANDON WITH CDF CO No.18 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% CO No.20 A112 EXPANSION JOINTS FOR WALLS 170 LF 18.00 18.00 IN WZB AND WZD CO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Omy Osborne, ^ DUVALL AVENUE NE iSzCONSULTING ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE 1 L.S. 0.00% 0.00% CONo.20 A114 ADDITIONAL DEPTH ASPHALT 1 L.S. 0.00% 100% 100.00% PULVERIZATION IN WZD CO No.22 Page 6 of 9 WEEKLY QUANTITY REPORT 465> CITY OF RENTON Cirr.eLy Oeboa. Imo. DUVALL AVENUE NE C ONSJLT1NG ENGINEERS G&O#20593 Item Prey. 11/28 11/29 11/30 12/1 12/2 12/3 Total No. Description Qty. Unit Total NI T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 100.00% 100.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 100.00% 100.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL _ B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON ..array Sr Osborne, IrIc DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/28 11/29 11/30 12/1 12/2 12/3 Total No. Description Qty. Unit Total NI T S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 B 14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 7.00 7.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 100.00% 100.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT B22 RESOLUTION 1 F.A. 132.00% 132.00% 17- MODULAR BLOCK WALL AND B23 SURVEY FOR FH I L.S. 20.00% 20.00% Page 8 of 9 WEEKLY QUANTITY REPORT 45lb CITY OF RENTON ��y Oebo 5, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/28 11/29 11/30 12/1 12/2 12/3 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION l L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 1,122.00 1,122.00 CS INSTALL VAULT-PSE TYPE 2 EACH 1.00 1.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 4.00 4'8"x7'0"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" C8 INSTALL VAULT-COMCAST TYPE 1 EACH 1.00 1.00 1'6"x3'0"PEDESTAL _ C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 223.00 223.00 DIAM. -PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 320.00 320.00 DIAM. -PSE Cl 1 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 3,166.50 3,166.50 DLAM.-PSE C12 INSTALL CONDUIT PIPE-6IN, 220 L.F. 232.00 232.00 DIAM. -PSE C13 INSTALL CONDUIT PIPE-4 IN.DIAM. -COMCAST 180 L.F. 195.00 195.00 Reviewed Contractor's Record Drawings for conformity with fieldwork. Elves []No COPIES TO: GRAY&OSBORNE,INC. P ji VAN EARWAGE CITY OF RENTON RESIDENT INSPECT I R(Signature) DATE: 12/3/2022 REPORT NO. : Week 48 Page 9 of 9 WEEKLY QUANTITY REPORT (at* CITY OF RENTON Gray 8r Osborric, Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 11/26/22 CONTRACTOR Item Bid Prey. 11/21 11/22 11/23 11/24 11/25 11/26 Total No. Description Qty. Unit Total NI T NV T F S to Date _ Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% _ A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 59.11% 59.11% A5 CONTRACTOR SURVEYING 1 L.S. 89.37% 89.37% A6 ADA FEATURES SURVEYING 1 _ L.S. 75.00% _ 75.00% A7 UTILITY POTHOLING 25 EA 36.00 _ 36.00 A8 RESOLUTION OF UTILITY 1 FA 73.66% 73.66% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 84.11% 84.11% PLAN _ A10 OTHER TEMPORARY TRAFFIC 1 L.S. 78.82% 78.82% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 78.82% 78.82% Al2 FLAGGERS 3,200 HR '6335.25 29.50 19.50 27.00 6411.25 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 466.75 10.50 2.00 2.00 481.25 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 936.75 A15 PORTABLE CHANGEABLE 8,200 HR 5,637.00 48.00 48.00 5,733.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER _ A17 SEQUENTIAL ARROW SIGN 15,000 HR 14,207.25 48.00 48.00 48.00 48.00 48.00 48.00 14,495.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 A19 REMOVING DRAINAGE 9 EACH 8.00 8.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT 44Z*000 CITY OF RENTON O��y 8z Q be x -.e, Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/21 11/22 11/23 11/24 11/25 11/26 Total No. Description Qty. Unit Total M T W T F S to Date Comments _ A22 REMOVING CEMENT CONC. 570 S.Y. 560.65 560.65 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 1,056.50 1,056.50 AND GU 1"I'ER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 REMOVING ASPHALT CONC. A25 PAVEMENT 1,310 S.Y. 1383.83 1383.83 ROADWAY EXCAVATION INCL. A26 HAUL 6,850 C.Y. 6,957.00 6,957.00 A27 GRAVEL BORROW INCL.HAUL 530 TON 3,097.19 3,097.19 A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 508.78 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 15,317.17 15,317.17 A30 WATER 200 MGAL 0.00 _ 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 175.00 175.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 14,877.89 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 3,210.04 3,210.04 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 3,222.28 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 7,438.79 7,438.79 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 404.49% 404.49% ADJUSTMENT JOB MIX COMPLIANCE PRICE A40 1 CALC. 0.00% 0.00% ADJUSTMENT COMPACTION PRICE A41 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 I. WEEKLY QUANTITY REPORT CITY OF RENTON (3' & OBborr ,, L. . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/21 11/22 11/23 11/24 11/25 11/26 Total No. Description Qty. Unit Total M T W T _ F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 132.81 132.81 11/14/22/poured footing for wall behind PSE RETAINING WALL 3A _ _ vault A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 104.50 4 IN. DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 3,107.40 3,107.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST. STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 311.60 DIAM. A49 CONCRETE INLET 1 EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A5I CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 r A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 _EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 32.00 32.00 _ A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL l EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 _ A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 FIL Deleted via Change Order No 18 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. I00.00% 100.00% EROSION CONTROL AND WATER A63 1 L.S. 78.82% ° POLLUTION PREVENTION 78.82/° Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C3ray.Sr Osborne, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/21 11/22 11/23 11/24 11/25 11/26 Total No. Description Qty. Unit Total M T W _ T F S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 _ A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 16.67% 16.67% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,609.50 4,609.5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 186.00 186.0 CURB A76 EXTRUDED CURB 2,350 L.F. 0.00 0.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 113.76 113.76 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.20 0.20 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 1.38 1.34 2.72 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 1,432.17 1,432.17 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 9.00 9.0 PARALLEL A84 CEMENT CONC. CURB RAMP TYPE 1 EACH 0.00 0.0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 62.43% 62.43% 11/23 installed 7 street lights from sunset to 12th No wring yet. A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 10.00% 10.00% MARKINGS A88 PAINT LINE 12,300 L.F. 7676.00 8,420 16096 Page 4 of 9 WEEKLY QUANTITY REPORT 411a100 CITY OF RENTON �.iray 8r Oal� e, DUVALL AVENUE NE C ONSULSSNG ENGINEERS G&O#20593 Item Prey. 11/21 11/22 11/23 11/24 11/25 11/26 Total 1 No. Description Qty. Unit Total NI T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 250.00 250.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 147.48% 147.48% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 _ 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A100 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CONo.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A 104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 944.00 944.00 CO No.8 A106 RELOCATE L12 FOUNDATION - 1 FA 1.85 1.85 FORM CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% 48.38% DEVICES CO No.11 A 109 SIGNAL MODIFICATION 1 FA 63.00% 63.00% ASSISTANCE CO No.11 A110 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% 100.00% ABANDON WITH CDF CO No.18 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% CO No.20 EXPANSION JOINTS FOR WALLS A112 170 LF 18.00 18.00 IN WZB AND WZD CO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT 41R2C0 CITY OF RENTON Czray&Osl,arn , Ix , DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE I L.S. 0.00% 0.00% CO No.20 Page 6 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C lrny n C�:Iwor.�c- DUVALL AVENUE NE G&O#20593 Item Prey. 11/21 11/22 11/23 11/24 11/25 11/26 Total No. Description Qty. Unit Total M T VV T F S to Date ; Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 100.00% 100.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 100.00% 100.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.P. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT ADDITIONAL DUCTILE IRON B9 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN _ Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Ciray 8r Osborne, EleaDUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 ' Item Prey. 11/21 11/22 11/23 11/24 11/25 11/26 Total No. Description Qty. Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B 13 — B 14 FURNISH AND INSTALL 8-INCN 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B 15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1,00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 7.00 7.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 100% 100% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT I F.A. 132.00% 132.00% B22 RESOLUTION 17- MODULAR BLOCK WALL AND I L.S. 20.00% 20.00% B23 SURVEY FOR FH Page 8 of 9 WEEKLY QUANTITY REPORT 45111° CITY OF RENTON Grey Osborne, IY DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/21 11/22 11/23 11/24 11/25 11/26 Total No. Description _ Qty. Unit Total M _ T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 _ L.S. 100.00% 100.00% �3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 1,122.00 1,122.00 CS INSTALL VAULT-PSE TYPE 2 EACH 1.00 1.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 4.00 4'8"x7'0"x5'8" _ C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" C8 INSTALL VAULT-COMCAST TYPE 1 EACH 1.00 1.00 I'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 223.00 223.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 320.00 320.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 3,166.50 3,166.50 DIAM.-PSE 12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 232.00 232.00 DIAM. -PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. eves ONo COPIES TO: GRAY&OSBORNE,INC. L VAN EARWAGE CITY OF RENTON RESIDENT INSP TOR(Signature) DATE: 11/26/2022 REPORT NO. : Week 47 Page 9 of 9 WEEKLY QUANTITY REPORT 46510 CITY OF RENTON Ley &Osborne. ILA. DUVALL AVENUE NE C ONSUITING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 11/19/22 CONTRACTOR Item Bid Prey. 11/14 11/15 11/16 11/17 11/18 11/19 Total No. Description Qty. Unit Total NI T W T F S to Date j Comments SCHEDULE A- ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 59.11% 59.11% A5 CONTRACTOR SURVEYING 1 L.S. 89.37% 89.37% A6 ADA FEATURES SURVEYING 1 L.S. 75.00% 75.00% A7 UTILITY POTHOLING 25 EA 36.00 36.00 A8 RESOLUTION OF UTILITY 1 FA 73.66% CONFLICTS 73.66% A9 COVID-19 HEALTH AND SAFETY 1 L.S. 84.11% ° PLAN 84.11/° A 10 OTHER TEMPORARY TRAFFIC 1 L.S. 78.82% 78.82% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 78.82% 78.82% Al2 FLAGGERS 3,200 HR 6138.25 29.00 29.00 27.00 31.00 36.50 44.50 6335.25 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 450.25 3.00 3.00 5.00 1.00 1.00 3.50 466.75 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 936.75 A 15 PORTABLE CHANGEABLE 8,200 HR 5,349.00 48.00 48.00 48.00 48.00 48.00 5,589.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER All SEQUENTIAL ARROW SIGN 15,000 HR 13,871.25 48.00 48.00 48.00 48.00 48.00 48.00 14,159.25 Al8 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 A19 REMOVING DRAINAGE 9 EACH 8.00 8.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% ° OBSTRUCTIONS 100.00/o Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C iy psbc rx1e, I DUVALL AVENUE NE C ONSULTNG ENGINEERS G&O#20593 Item Prey. 11/14 11/15 11/16 11/17 11/18 11/19 Total No. Description Qty. Unit Total M T W T _ F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 560.65 SIDEWALK 560.65 A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 1,056.50 AND GUTTER 1,056.50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1383.83 PAVEMENT 1383.83 A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 6,957.00 HAUL 6,957.00 A27 GRAVEL BORROW INCL. HAUL - 530 TON 3,097.19 3,097.19 A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 EXCAVATION INCL. HAUL 508.78 A29 SUBGRADE PREPARATION 15,000_ S.Y. 15,317.17 15,317.17 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 175.00 B INCL.HAUL 175.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 UNDERGROUND DRAINAGE 0.00 A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 USE AS RECYCLED PAVEMENT14,877.89 CRUSHED SURFACING TOP A35 2,583 TON 3,181.64 28.40 COURSE 3,210.04 A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 PAVEMENT 3,222.28 A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 7,438.79 7,438.79 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 404.49% 404.49% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% o ADJUSTMENT 0.00/o A41 COMPACTION PRICE 1 CALC. 0.00% o ADJUSTMENT 0.00/o Page 2 of 9 WEEKLY QUANTITY REPORT 4651b CITY OF RENTON Ci�,ay.Sr Oelwre, Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/14 11/15 11/16 11/17 11/18 11/19 Total No. Description Qty. Unit , Total M T W T F S to Date Comments A42 CONC. CLASS 4000 FOR 250 S.Y. 132.81 132.81 11/14/22/poured footing for wall behind PSE RETAINING WALL 3A vault A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 104.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 3,107.40 PIPE 12 IN.DIAM. 3,107.40 A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 PIPE 18 IN.DIAM. 0.00 A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 PIPE 24 IN.DIAM. 66.70 A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 12 IN.DIAM. 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 311.60 DIAM. A49 CONCRETE INLET 1 EACH 2.00 2.00 1 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCI-I BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 STRUCTURE 7.00 A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 1 18 EACH 32.00 32.00 A56 ADJUST MANHOLE 1 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 _ 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 FIL Deleted via Change Order No 18 SHORING OR EXTRA A61 EXCAVATION CLASS B 750 S.F. 0.00 0.00 A62 TELEVISION INSPECTION 1 _ L.S. 100.00% 100.00% A63 EROSION CONTROL AND WATER 1 L.S. 78.82% o POLLUTION PREVENTION 78.82/° Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C r3-sy&Os�.>,orne, Luke. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/14 11/15 11/16 11/17 11/18 11/19 Total No. Description Qty. Unit Total M T W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 I 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 f 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. _ 0.00 0.00 A71 IRRIGATION SYSTEM I L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 16.67% 16.67% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,609.50 4,609.5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 C M�ENT CONC.PEDESTRIAN 145 L.F. 186.00 186.0 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.0 A77 CEMENT CONC. DRIVEWAY 160 S.Y. 113.76 113.76 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 TYPE I 0.0 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 1.38 1.38 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 1,432.17 1,432.17 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 9.00 9.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE I EACH 0.00 SINGLE DIRECTIONAL 0.0 A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 62.43% 62.43% poured 5 basees 11/17/22 A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% REMOVING PAVEMENT A87 MARKINGS 1 L.S. 10.00% 10.00% A88 PAINT LINE 12,300 L.F. 0.00 7676 7676.00 Page 4 of 9 r , WEEKLY QUANTITY REPORT 45;0 CITY OF RENTON Cirrv,.y & OSLorne, I,. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/14 11/15 11/16 11/17 11/18 11/19 Total No. Description Qty. Unit Total M T W T F . ..$ OtikIte Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 250 250.00 _ A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 _ A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 _ 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 _ MARKING-SHORT DURATION - A96 FUEL COST ADJUSTMENT 1 CALC. 147.48% - 147.48% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 _ 0.00 A99 CONTRACT CORRECTION TO ] L.S. 100.00% 100.00% REINSTATE RETAINAGE _ CO No.t A100 TRIPLE TREE REMOVAL 1 L.S. 100.00% _ 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL _ 1 F.A. 66.71% 66.71% CONo.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% _ 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 944.00 944.00 CONo.8 A106 F RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. _ 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION I FA 48.38% 48.38% DEVICES CO No,l] - A 109 SIGNAL MODIFICATION 1 FA 63.00% 63.00% ASSISTANCE _ CO No.1 1 A110 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% 100.00% ABANDON WITH CDFCO No.l8 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% CO No.20 EXPANSION JOINTS FOR WALLS A112 170 LF 18.00 18.00 IN WZB AND WZD CO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Dray Osbcrrn , DUVALL AVENUE NE C ONSUITING ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE 1 L.S. 0.00% 0.00% CO No.20 Page 6 of 9 WEEKLY QUANTITY REPORT lett, CITY OF RENTON Carey Oahe, Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/14 11/15 11/16 11/17 11/18 11/19 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 100.00°% u 10%OF TOTAL OF BID 100.00/o SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 _ L.S. 100.00% 100.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS _ CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 4.00 WATER MAIN 4.00 Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON �,.ay 08 ,IM1ej DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/14 11/15 11/16 11/17 11/18 11/19 Total No. Description Qty. Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 B14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 GATE VALVE ASSEMBLY 2.00 B15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 GATE VALVE ASSEMBLY 1.00 B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 GATE VALVE ASSEMBLY 1.00 FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN _ FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 7.00 INCLUDING WET TAP BY 7.00 APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-1NCH I EACH 1.00 WATER SERVICE CONNECTION 1.00 STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 100% 100% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT B22 RESOLUTION I F.A. 132.00% 132.00% 17- MODULAR BLOCK WALL AND B23 SURVEY FOR FII 1 L.S. 20.00% 20.00% Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C ry.SrOebo e, Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/14 11/15 11/16 11/17 11/18 11/19 Total No. Description Qty. _ Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 1,122.00 1,122.00 CS INSTALL VAULT-PSE TYPE 2 EACH 1.00 2 6 x2 6 x2 0 1.00 C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 4.00 48 x70 x58 C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 53x23x29 C8 INSTALL VAULT-COMCAST TYPE I EACH 1.00 1.00 1'6"x3'0"PEDESTAL INSTALL CONDUIT PIPE-2 IN. C9 30 L.F. 223.00 223.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 320.00 320.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 3,166.50 3,166.50 DIAM.-PSE 12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 232.00 232.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. Elves ONo j / COPIES TO: GRAY&OSBORNE,INC. ��— 'HI � AN EARWAGE CITY OF RENTON RESIDENT INSPECTS.' (Signature) DATE: / 11/19/2022 REPORT NO. : Week 46 revised Page 9 of 9 WEEKLY QUANTITY REPORT 4500 CITY OF RENTON (ray&Osborrxe, Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 11/12/22 CONTRACTOR Item Bid Prey. 11/7 11/8 11/9 11/10 11/11 11/12 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 59.11% 59.11% A5 CONTRACTOR SURVEYING 1 L.S. 89.37% 89.37% A6 ADA FEATURES SURVEYING 1 L.S. 75.00% 75.00% A7 UTILITY POTHOLING 25 EA 36.00 36.00 A8 RESOLUTION OF UTILITY 1 FA 73.66% 73.66% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 84.11% PLAN o 84.11% A10 OTHER TEMPORARY TRAFFIC 1 L.S. 78.82% 78.82% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 78.82% 78.82% Al2 FLAGGERS 3,200 HR 6024.50 23.00 23.00 45.75 22.00 6138.25 A 13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 442.25 2 1 3 2 450.25 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 936.75 A15 PORTABLE CHANGEABLE 8,200 HR 5,205.00 48.00 48.00 48.00 5,349.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 13,535.25 48.00 48.00 48.00 48.00 48.00 48.00 13,823.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 A 19 REMOVING DRAINAGE 9 EACH 8.00 8.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON y 8r OB�rrie, L DUVALL AVENUE NE • C ONSUI'WG ENGINEERS G&O#20593 Item Prey. 11/7 11/8 11/9 11/10 11/11 11/12 Total No. Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 560.65 560.65 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 1,056.50 1,056.50 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1383.83 1383.83 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 6,957.00 6,957.00 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 3,097.19 _ 3,097.19 A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 508.78 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 15,317.17 15,317.17 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 175.00 175.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 14,877.89 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 3,181.64 3,181.64 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 3,222.28 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 7,182.73 256.06 7,438.79 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 404.49% 404.49% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 WEEKLY QUANTITY REPORT (a> CITY OF RENTON G .y Osbornae, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/7 11/8 11/9 11/10 11/11 11/12 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 132.81 132.81 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 104.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 3,107.40 3,107.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 311.60 DIAM. A49 CONCRETE INLET 1 EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 32.00 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 Deleted via Change Order No 18 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 100.00% 100.00% A63 EROSION CONTROL AND WATER i L.S. 78.82% 78.82% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT 41alt* CITY OF RENTON G�•y O$I,xic, Inc. DUVALL AVENUE NE G ONSULTWG ENGINEERS G&O#20593 Item Prey. 11/7 11/8 11/9 _ 11/10 11/11 11/12 Total No. Description Qty. Unit Total M T W _ T F S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 MULCHING 0.00 A67 TOPSOIL TYPE A _ 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% _ 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% o RESTORATION 0.00/o A72 IRRIGATION SYSTEM 1 L.S. 16.67% 16.67% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,609.50 AND GUTTER 4,609.5 A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 _ _ 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 186.00 186.0 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 113.76 ENTRANCE TYPE 1 113.76 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 TYPE 1 0.0 A79 RAISED PAVEMENT MARKER 3 +HUND 0.00 TYPE 2 0.0 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC. SIDEWALK _ 1,810 _ S.Y. 1,432.17 1,432.17 A83 CEMENT CONC. CURB RAMP TYPE 11 EACH 9.00 PARALLEL 9.0 A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 SINGLE DIRECTIONAL 0.0 A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 62.43% 62.43% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% REMOVING PAVEMENT A87 MARKINGS 1 L.S. 10.00% 10.00% A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT (at> CITY OF RENTON C3rray Sz O®bc,mc,, � DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/7 11/8 11/9 11/10 11/11 11/12 Total No. Description Qty. Unit Total M T W T _ F S to Date Comments _ A89 PAINTED WIDE LANE LINE L.F. 0.00 0.00 _ 350 . A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 _ 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER - 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC., 147.48% 147.48% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% _ 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% ° REINSTATE RETAINAGE 100.00/0 _ CO No.l A100 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL - 1 F.A. 66.71% 66.71% CO No.5 - A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 944.00 _ 944.00 CO No.8 A 106 F RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 ADDITIONAL CHANNELIZATION 1.00 Co No.10 A108 DEVICES 1 FA 48.38% 48.38% CO No.11 A109 SIGNAL MODIFICATION 1 FA 63.00% 63.00% ASSISTANCE CO No.11 A110 REMOVE STORM PIPE IN LIEU OF I L.S. 100.00% 100.00% ABANDON WITH CDF _ _ CO No.18 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% CO No.20 A112 EXPANSION JOINTS FOR WALLS 170 LF 18.00 18.00 IN WZB AND WZDCO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT 425100 CITY OF RENTON Ci-„may p� =.r1e, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE 1 L.S. 0.00% 0.00% CO No.20 Page 6 of 9 WEEKLY QUANTITY REPORT 16E2130 CITY OF RENTON Ci-ra.y &Osborne, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/7 11/8 11/9 11/10 11/11 11/12 Total No. Description Qty. Unit Total M T _ W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND DEMOLITION (NOT TO EXCEED B1 10%OF TOTAL OF BID 1 L.S. 100.00% 100.00% SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 100.00% 100.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 BACKFILL 1,090.48 B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 FITTINGS 632.00 CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 4.00 WATER MAIN 4.00 Page 7 of 9 WEEKLY QUANTITY REPORT 465> CITY OF RENTON Lissy Osborrae, Inc DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/7 11/8 11/9 11/10 11/11 11/12 Total No. Description Qty. _ Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES `� B 13 � �� 1� ���`><>< FURNISH AND INSTALL 8-INCH B14 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL 12-INCH B15 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH l EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 7.00 INCLUDING WET TAP BY 7.00 APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 100% 100% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT B22 RESOLUTION 1 F.A. 132.00% 132.00% 17- MODULAR BLOCK WALL AND B23 SURVEY FOR FII 1 L.S. 20.00% 20.00% Page 8 of 9 WEEKLY QUANTITY REPORT 41ek110 CITY OF RENTON Limy&Osborne, Ir,z DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 11/7 11/8 11/9 11/10 11/11 11/12 Total No. Description Qty. _ Unit Total _ M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% —' C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. - 1,122.00 1,122.00 CS INSTALL VAULT-PSE TYPE 2 EACH 1.00 2 6 x2 6 x2 0 1.00 C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 48 x70 x58 4.00 C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0•00 53 x23 x29 C8 INSTALL VAULT-COMCAST TYPE 1 EACH 1.00 1.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 223.00 223.00 DIAM.-PSE INC10 STALL CONDUIT PIPE-3 IN. 270 L.F. 320.00 320.00 DIAM.-PSE INC11 STALL CONDUIT PIPE-4 IN. 3280 L.F. 3,166.50 3,166.50 DIAM.-PSE :12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 232.00 232.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. ❑�Yes UNo COPIES TO: GRAY&OSBORNE,INC. PHIL VAN EARWAGE CITY OF RENTON RESIDENT PECTOR(Signature) DATE: 11/12/2022 REPORT NO. : Week 45 Page 9 of 9 WEEKLY QUANTITY REPORT (a> CITY OF RENTON DUVALL AVENUE NE Gray 8`Osborr>.e, G&O#20593 CONSULTING ENGINEERS REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 11/05/22 CONTRACTOR Item Bid Prey. 10/31 11/1 11/2 11/3 11/4 11/5 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 51.67% 7.44% 59.11% A5 CONTRACTOR SURVEYING 1 L.S. 88.27% 1.10% 89.37% A6 ADA FEATURES SURVEYING 1 L.S. 56.25% 18.75% 75.00% A7 UTILITY POTHOLING 25 EA 36.00 36.00 A8 RESOLUTION OF UTILITY 1 FA 67.90% 5.76% 73.66% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 76.67% 7.44 6 84.11% PLAN OTHER TEMPORARY TRAFFIC A10 1 L.S. 68.89% 9.93 '0 78.82% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 68.89% 9.930.. 78,82% Al2 FLAGGERS 3,200 HR 5868.75 31.00 32.00 31.25 45.00 16.50 6024.50 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 431.75 1.00 1.00 3.00 3.00 2.50 442.25 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 936.75 PORTABLE CHANGEABLE A15 8,200 HR 4,869.00 48.00 48.00 48.00 48.00 48.00 48.00 5,157.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 13,199.25 48.00 48.00 48.00 48.00 48.00 48.00 13,487.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 A19 REMOVING DRAINAGE 9 EACH 8.00 8.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page I of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE Cirray&:Osborne, In,- -CONSULTING ENGINEERS Item Prey. 10/31 11/1 11/2 11/3 11/4 11/5 Total No. Description Qty. Unit Total M T W T _ F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 560.65 560.65 SIDEWALK r A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 1,056.50 1,056.50 AND GUTTER r A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 REA25 MOVING ASPHALT CONC. 1,310 S.Y. 1383.83 1383.83 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 6,915.96 41.04 6,957.00 HAUL A27 GRAVEL BORROW INCL.HAUL 530 _ TON 3,097.19 3,097.19 A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 508.78 EXCAVATION INCL. HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 15,317.17 15,317.17 A30 WATER 200 MGAL_ 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 175.00 175.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 14,877.89 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 3,175.62 6.02 COURSE 3,181.64 A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 3,222.28 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 6,492.62 690.11 7,182.73 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 271.70% 132.79% 404.49% ADJUSTMENT JOB MIX COMPLIANCE PRICE A40 1 CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 • .. WEEKLY QUANTITY REPORT 4R5t10 CITY OF RENTON Cay O81>be, ILuc. DUVALL AVENUE NE - CONSULTING ENGINEERS G&O#20593 Item Prey. 10/31 11/1 11/2 11/3 11/4 11/5 Total No. Description Qty. _ Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 132,81 132.81 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 4 IN.DIAM. 104.50 POLYPROPYLENE STORM SEWER A44 2,910 L.F. 3,107.40 PIPE 12 IN.DIAM. 3,107.40 A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 PIPE 18 IN.DIAM. 0.00 A46 POLYPROPYLENE STORM SEWER PIPE 24 IN.DIAM. 70 L.F. 66.70 66.70 A47 TR. 1 ST. STORM SEWER PIPE 10 L.F. 0.00 12 IN.DIAM. 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311,60 311.60 DIAM. A49 CONCRETE INLET 1 EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 STRUCTURE 7.00 A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 32.00 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL - REPLACEMENT 1 EACH 1.00 1.00 A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 FIL Deleted via Change Order No 18 A61 SHORING OR EXTRA EXCAVATION CLASS B 750 S.F. 0.00 0.00 A62 TELEVISION INSPECTION 1 L.S. 100.00% 100.00% EROSION CONTROL AND WATER A63 POLLUTION PREVENTION 1 L.S. 68.89% 993° 78.82% Page 3 of 9 WEEKLY QUANTITY REPORT lab CITY OF RENTON Czrey Liz Osborne, Ii . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/31 11/1 11/2 11/3 11/4 11/5 Total No. Description Qty. Unit Total M _ T W T F S to Date Comments _ A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0,00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% o RESTORATION 0.00/o A72 IRRIGATION SYSTEM _ 1 L.S. 0.00% 16.67% 16.67% CEMENT CONC.TRAFFIC CURB A73 4,615 L.F. 4,609.50 AND GUTTER 4,609.5 A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 186.00 186.0 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.0 A77 CEMENT CONC.DRIVEWAY 160 -T S.Y. 113.76 ENTRANCE TYPE 1 113.76 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.0 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 TYPE 2 0.0 A80 CHAIN LINK FENCE TYPE 4 _ 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 _EACH 0.00 _ 0.0 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 1,432.17 1,432.17 _ A83 CEMENT CONC.CURB RAMP TYPF, 11 EACH 9.00 9.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE I EACH 0.00 SINGLE DIRECTIONAL 0.0 A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 56.93% .5 50')0 62.43% A86 PERMANENT SIGNING 1 L.S. 10.00% ` 10.00% REMOVING PAVEMENT A87 MARKINGS 1 L.S. 10.00% 10.00% A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT Ileib CITY OF RENTON Ci=,ay&Oel.�rno, L . DUVALL AVENUE NE C ONSULTONG ENGINEERS G&O#20593 Item Prey. 10/31 11/1 11/2 11/3 11/4 11/5 Total No. Description Qty. Unit , Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 109.98% 37.50% 147.48% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 - A99 CONTRACT CORRECTION TO 1 L.S. 100.00% 100.00% REINSTATE RETAINAGE CO No.1 - A100 TRIPLE TREE REMOVAL 1 L.S. 100.00%_ 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC A102 WATER CONTROL 1 F.A. 66.71% 66.71% CO No.S CO No.5,CO No.6 _ A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 944.00 - 944.00 CO No.8 A106 F RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 _ _ 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% 48.38% DEVICES CO No.11 A109 SIGNAL MODIFICATION 1 FA 63.00% 63.00% ASSISTANCECO No.11 A110 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% 100.00% ABANDON WITH CDFCO No.18 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% CO No.20 A112 EXPANSION JOINTS FOR WALLS 170 LF 18.00 18.00 IN WZB AND WZD CO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON 7 DUVALL AVENUE NE CTi acy Q9I.cwx CONSULTING ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE 1 L.S. 0.00% 0.00% CO No 20 J Page 6 of 9 WEEKLY QUANTITY REPORT 465t10 CITY OF RENTON DUVALL AVENUE NE Cirray &Osborrne, Inc. C&O#20593 CONSULTING ENGINEERS Item Prey. 10/31 11/1 11/2 11/3 11/4 11/5 Total No. Description Qty. Unit Total NI T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND BI DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 20.00% 10%OF TOTAL OF BID 100.00/a SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 96.00% 4.00% 100.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT 46E1110 CITY OF RENTON DUVALL AVENUE NE C ONSUl11N0 ENGINEERS G&O#20593 Item Prey. 10/31 11/1 11/2 11/3 11/4 11/5 Total No. Description Qty. Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 1 1 EACH 13.00 13.00 WATER FACILITIES B 13 B14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B 15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY _ FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2,00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 7.00 INCLUDING WET TAP BY 7'� APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 WATER SERVICE CONNECTION 1.00 STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 96.00% 4.u, 100G/0 AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT 1 F.A. 132.00% 132.00% B22 RESOLUTION 17- MODULAR BLOCK WALL AND 1 L.S. 20.00% 20.00% B23 SURVEY FOR FH Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C �.y Oeborr1.e,1211C. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/31 11/1 11/2 11/3 11/4 11/5 Total No. Description Qty. Unit Total M "f W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 _ L.S. 100.00% 100.00% C2 MOBILIZATION 1 _ L.S. 100.00% 100.00% _ �3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 24 LATERAL TRENCH 1,150 L.F. 1,074.00 38.00 _ 10.00 1,122.00 CS INSTALL VAULT-PSE TYPE 2 EACH 1.00 1.00 26 x26 x20 C6 INSTALL VAULT-PSE TYPE 4'8"x7'0"x5'8„ 4 EACH 4.00 4.00 C7 INSTALL VAULT-PSE TYPE I EACH 0.00 53 x23 x29 0.00 C8 INSTALL VAULT-COMCAST TYPE 1'6"x3'0"PEDESTAL 1 EACH 1.00 1.00 C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 20.00 223.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 244.00 36.00 40.00 320.00 DIAM.-PSE INSTALL CONDUIT PIPE-4 IN. CI 1 3280 L.F. 3,148.50 18.00 3,166.50 DIAM.-PSE 12 INSTALL CONDUIT PIPE-6 IN, 220 L.F. 232.00 232.00 DIAM.-PSE _ C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. DYes DNo COPIES TO: GRAY&OSBORNE,INC. PHIL VAN EARWAGE CITY OF RENTON RESIDENT PECTOR(Signature) DATE: 11/5/2022 REPORT NO. : Week 44 Page 9 of 9 WEEKLY QUANTITY REPORT leet, CITY OF RENTON C.irccy&QSboriae, Ism,. DUVA�LpLAVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 10/29/22 CONTRACTOR Item Bid Prey. 10/24 10/25 10/26 10/27 10/28 10/29 Total No. Description Qty. Unit _ Total M _ T W _ T _ F _ S to Date Comments _ SCHEDULE A- ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION _ 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 51.67% _ 51.67% A5 CONTRACTOR SURVEYING 1 L.S. 88.27% _ _ 88.27% A6 ADA FEATURES SURVEYING 1 L.S. 56.25% 56.25%_ A7 UTILITY POTHOLING 25 EA 36.00 _ 36.00 AS RESOLUTION OF UTILITY 1 FA 67.90% 67.90% CONFLICTS COVID-19 HEALTH AND SAFETY A9 1 L.S. 76.67% 76.67% PLAN _ _ A]0 OTHER TEMPORARY TRAFFIC 1 L.S. 68.89% _ 68.89% CONTROL , All TRAFFIC CONTROL SUPERVISOR 1 L.S. 68.89% 68.89% S,12 FLAGGERS 3,200 HR 5630.75 33.75 41.75 42.25 59.25 61.00 5868.75 A 13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 417.75 2.00 1.50 4.00 3.00 3.50 431.75 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 936.75 A15 PORTABLE CHANGEABLE 8,200 HR 4,533.00 48.00 48.00 48.00 48.00 48.00 48.00 4,821.00 MESSAGE SIGN - A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER _ A17 SEQUENTIAL ARROW SIGN 15,000 HR 12,863.25 48.00 48.00 48.00 48.00 48.00 48.00 13,151.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 _ 0.83 A19 REMOVING DRAINAGE 9 EACH 8.00 _ 8.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 REMOVAL OF STRUCTURES AND A21 i L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT 411R200 CITY OF RENTON (sri ay&Og�>rr e, Imo. DUVALL AVENUE NE C ONSULUING ENGINEERS G&O#20593 Item Prey. 10/24 10/25 10/26 10/27 10/28 10/29 Total No. Description Qty. Unit ` Total _ M _ T W T _ F _ S _ to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 560.65 560.65 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 1,056.50 1,056.50 AND GUTTER t24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,34828 35.55 1,383.83 removed the other half of I0th 16x20+ PAVEMENT _ 320=35.55 A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. . 6,915.96 6,915.96 A27 GRAVEL BORROW INCL.HAUL 530 TON 3,097.19 _ _ 3,097.19 A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 508.78 EXCAVATION INCL.HAUL _ _ _ A29 SUBGRADE PREPARATION 15,000 S.Y. _15,317.17_ 15,317.17 A30 WATER 200 MGAL 0.00 _ 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 _ 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0,00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 14,877.89 USE AS RECYCLED PAVEMENT _ A35 CRUSHED SURFACING TOP 2,583 TON 3083.44 73.23 24.97 3181.64 COURSE - A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 3,222.28 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 4,182.07 1,232.18 1,078.37 6,492.62 missing ticket no.2810/27/22 26.37 TN A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 271.70% 271.70% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 WEEKLY QUANTITY REPORT 4a5t0 CITY OF RENTON (z�y Oslo e, hie.. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/24 10/25 10/26 10/27 10/28 10/29 Total No. Description _ Qty. Unit _ Total M T W _ T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 132.81 132.81 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 104.50 4 IN. DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 3,107.40 3,107.40 PIPE 12 IN.DIAM. _ A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST. STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN. DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 311.60 DIAM. A49 CONCRETE INLET 1 EACH 2.00 _ 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE 1 L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN. DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 2.00 _ _ 2.00 A55 ADJUST VALVE BOX 18 EACH 32.00 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL I EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. _ 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 FIL Deleted via Change Order No 18 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B _ A62 TELEVISION INSPECTION 1 L.S. 100.00% 100.00% EROSION CONTROL AND WATER A63 I L.S. 68.89% 68.89% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Cry&(�alsorne, Ixi.G. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10124 10/25 10/26 10t27 10/28 10/29 Total No. Description Qty. Unit Total M T _ W T F S to Date _ Comments _ A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 _EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY _ 0.00 0.00 MULCHING - _ ` A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% _ A69 BARK MULCH 100 C.Y. _ 0.00 0.00 _ A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 _ L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,464.00 145.50 4,609.5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB _ 160 L.F. 146.50 _ 146.5 A75 C M�ENT CONC.PEDESTRIAN 145 - L.F. 186.00 186.0 `A76 EXTRUDED CURB 2,350 L.F. 0.00 _ _ 0.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 113.76 113.76 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.0 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.0 TYPE 2 _ A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 _ 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 _ S.Y. .0 A82 CEMENT CONC.SIDEWALK 1,810 Y. 1,432.17 . 1,432.17 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 9.00 9.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 56.93% 56.93% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% REMOVING PAVEMENT A87 1 L.S. 10.00% 10.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Ogborrwe, L . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/24 10/25 10/26 10/27 10/28 10/29_ Total No._ Description Qty. Unit Total M T W T F S to Date Comments _ A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW _ 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 - 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION _ _ A96 FUEL COST ADJUSTMENT 1 CALC. 109.98% 109.98% A97 STEEL COST ADJUSTMENT I l CALC.+ 0.00% _ _ _ 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A 100 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 944.00 944.00 CO No.8 A106 RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 FORMCO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% 48.3$% DEVICES CO No.11 A 109 SIGNAL MODIFICATION 1 FA 63.00% 63.00% ASSISTANCE CO No.11 A110 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% 100.00°/u ABANDON WITH CDF CO No.18 Al11 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% CO No.20 EXPANSION JOINTS FOR WALLS A112 170 LF 18.00 18.00 IN WZB AND WZD CO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray*Sr Oab me, Ir,c. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE 1 L.S. 0.00% 0.00% CO No.20 Page 6 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON &C)BI)e, I>�. DUVALL AVENUE NE C y CONSULTING ENGINEERS G&O#20593 Item Prey. 10/24 10/25 10/26 10/27 10/28 10/29 Total No. Description Qty. _ Unit Total M T _ W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 96.00% 96.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT 4/R2C. CITY OF RENTON C .y�Ogle,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/24 10/25 10/26 10/27 10/28 10/29 Total No. Description Qty. _ Unit Total. M T W . T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES i B13 B14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY _ B15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 GATE VALVE ASSEMBLY _ 1 B 16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 GATE VALVE ASSEMBLY _ 1.00 FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN _ FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 7.00 7.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR _ B 19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 96.00% 96.00% AND IMPLEMENTATION _ FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY _ 16- WATER MAIN CONFLICT 1 F.A. 132.00% 132.00% B22 RESOLUTION _ _ 17- MODULAR BLOCK WALL AND 1 L.S. 20.00% 20.00% B23 SURVEY FOR FH Page 8 of 9 WEEKLY QUANTITY REPORT 411e1E10 CITY OF RENTON C irdsy Osborne,. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prev. 10/24 10/25 10/26 10/27 10/28 10/29 Total No. Description _ Qty. _ Unit _ Total M _ T W _ T F _ S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% _ 100.00% _ C2 MOBILIZATION 1 L.S. 100.00% _ 100.00% �3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 i,4 LATERAL TRENCH 1,150 _ L.F. , 1,074.00_ _ - 1,074.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 1.00 1.00 26x26x20 _ C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 4.00 4'8"xT0"x5'8" _ C7 INSTALL VAULT-PSE TYPE 1 EACH 0,00 _ 0.00 53x23x29 - CS INSTALL VAULT-COMCAST TYPE 1 EACH 1.00 1.00 1'6"x3'0"PEDESTAL _ _ C9 INSTALL CONDUIT PIPE-2 IN, 30 L.F. 203.00 203.00 DIAM.-PSE C 10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 244.00 244.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 3,148.50 3,148.50 DIAM.-PSE _ _ 12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 232.00 232.00 DIAM.-PSE _ - _ C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. E Yes ONG / 0...-^,..---•--------V" COPIES TO: GRAY&OSBORNE,INC. HI VAN EARWAGE CITY OF RENTON RESIDENT INSPE TOR(Signature) DATE: 10/29/2022 REPORT NO. : Week 43 Page 9 of 9 r WEEKLY QUANTITY REPORT °lab CITY OF RENTON �r�y &O®bo>xe, I>c. DUVALL AVENUE NE C ONSUL11NG ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 10/22/22 CONTRACTOR Item Bid Prey. 10/17 10/18 10/19 10/20 10/21 10/22 Total No. Description Qty. Unit Total i M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 51.67% 51.67% A5 CONTRACTOR SURVEYING 1 L.S. 88.27% 88.27% A6 ADA FEATURES SURVEYING 1 L.S. 56.25% 56.25% - A7 UTILITY POTHOLING 25 EA 36.00 36.00 A8 RESOLUTION OF UTILITY 1 FA 67.90% o CONFLICTS 67.90/o A9 - COVID-19 HEALTH AND SAFETY 1 L.S. 76.67% o PLAN 76.67/o OTHER TEMPORARY TRAFFIC _ A10 CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 68.89% 68.89% A 12 FLAGGERS 3,200 _ HR 5,471.25 31 30 30 27.5 41 5630.75 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 410.75 1 1 2 1.5 1.5 417.75 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 0 0 0 0 0 936.75 A15 PORTABLE CHANGEABLE 8,200 HR 4,245.00 48.00 48.00 48.00 48.00 48.00 4,485.00 MESSAGE SIGN PCMS boards added for paving A16 OFF-DUTY UNIFORMED POLICE OFFICER 80 HR 0.00 0.00 A17 SEQUENTIAL ARROW SIGN 15,000 HR 12,527.25 48.00 48.00 48.00 48.00 48.00 48.00 12,815.25 A l8 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 REA19 MOVING DRAINAGE 9 EACH 8.00 STRUCTURE 8.00 A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 REMOVAL OF STRUCTURES AND A21 OBSTRUCTIONS 1 L.S. 100.00% 100.00% Page 1 of 9 WEEKLY QUANTITY REPORT 4;a:10 CITY OF RENTON Ciray Oahc i.x , Lac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 'Item Prey. 10/17 10/18 10/19 10/20 10/21 10/22 Total No. Description Qty. Unit Total M T W T F S to Date Comments _ A22 REMOVING CEMENT CONC. 570 S.Y. 560.65 y SIDEWALK 560.65 MOVING CEMENT CONC.CURB A23 1,215 L.F. 1,056.50 T AND GUTTER1,056.50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 REMOVING ASPHALT CONC. A25 1,310 S.Y. 1,308.73 39.55 1,348.28 PAVEMENT 16x20'=320=35.55/1250=36=9 A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 6,915.96 HAUL 6,915.96 A27 GRAVEL BORROW INCL.HAUL 530 TON 3,097.19 3,097.19 A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 EXCAVATION INCL.HAUL 508.78 A29 SUBGRADE PREPARATION 15,000 S.Y. 15,136.45 180.72 15,317.17 16x20'=320'=35.55/41'x31'=1271=141.22 A30 WATER 200 MGAL 0.00 _ 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 B INCL.HAUL 0.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 UNDERGROUND DRAINAGE 0.00 A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 USE AS RECYCLED PAVEMENT14,877.89 A35 CRUSHED SURFACING TOP 2,583 TON 3083.44 COURSE 3083.44 A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 PAVEMENT 3,222.28 A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 4,182.07 4,182.07 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 271.70% o ADJUSTMENT 271.70/o A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% o ADJUSTMENT 0.00/o COMPACTION PRICE A41 ADJUSTMENT 1 CALC. 0.00% 0.00% Page 2 of 9 WEEKLY QUANTITY REPORT 4W21110 CITY OF RENTON (3,ay 8r Osborne, Inc. DUVALL AVENUE NE C ONSULSNG ENGINEERS G&O#20593 Item Prey. 10/17 10/18 10/19 10/20 10/21 10/22 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 132.81 132.81 RETAINING WALL 3A _ A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 104.50 4 IN.DIAM. POLYPROPYLENE STORM SEWER A44 2,910 L.F. 3,107.40 3,107.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 PIPE 24 1N.DIAM. 66.70 A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 12 IN.DIAM. 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 311.60 DIAM. A49 CONCRETE INLET 1 EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE IL 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 32.00 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 FIL Deleted via Change Order No 18 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 100.00% 100.00% A63 EROSION CONTROL AND WATER 1 L.S. 68.89% o POLLUTION PREVENTION 68.89/o Page 3 of 9 WEEKLY QUANTITY REPORT 441110 CITY OF RENTON Gray t3&Osborrie, L. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/17 10/18 10/19 10/20 10/21 10/22 Total No. Description Qty. Unit Total M T W _ T F S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 _ 62.00 SEEDING,FERTILIZING,AND A66 970 SY 0.00 MULCHING 0.00 A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 - A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 IRRIGATION SYSTEM A71 RESTORATION 1 L.S. 0.00% 0.00% A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,464.00 AND GUTTER 4,464.0 A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 186.00 CURB 186.0 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.0 CEMENT CONC.DRIVEWAY A77 -- 160 S.Y. 113.76 113.76 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 TYPE 1 0.0 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 TYPE 2 0.0 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 1,432.17 1,432.17 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 9.00 PARALLEL 9.0 A84 CEMENT CONC.CURB RAMP TYPE SINGLE DIRECTIONAL 1 EACH 0.00 0.0 A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 56.93% 56.93% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% REMOVING PAVEMENT A87 MARKINGS 1 L.S. 10.00% 10.00% A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT ( CITY OF RENTON Car. r 8r Oebore, Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/17 10/18 10/19 10/20 10/21 10/22 Total No. Description Qty. _ Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 _EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0,00 MARKING-SHORT DURATION 0.00 A96 FUEL COST ADJUSTMENT 1 CALC. 109.98% 109.98% A97 STEEL COST ADJUSTMENT 1 •CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A100 TRIPLE TREE REMOVAL l L.S. 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WAFER CONTROL 1 F.A. 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 944.00 944.00 CO No.8 - A106 FARM ATE L12 FOUNDATION 1 FA 1.85 1.85 -I _ _ CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION ] FA 48.38% 48.38% DEVICES . CO No.11 A109 SIGNAL MODIFICATION 1 FA 63.00% 63.00%ASSISTANCE CONo.11_ _ A110 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% ABANDON WITH CDF 100.00% CO No.18 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% _ CO No.20 A112 EXPANSION JOINTS FOR WALLS 170 LF 18.00 18.00 IN WZB AND WZD CO No.19 Page 5of9 WEEKLY QUANTITY REPORT CITY OF RENTON ar.Ly 8r O$DO e, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE l L.S. 0.00% 0.00% CO No.20 Page 6 of 9 WEEKLY QUANTITY REPORT 40M30 CITY OF RENTON � y 8r Osbw'm , Ii DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/17 10/18 10/19 10/20 10/21 1.0/22 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 10%OF TOTAL OF BID 80.00% SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 96,00% 96.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL B 5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WA I'ER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B I O BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT 414i5b# CITY OF RENTON (ray Sz Qsbow ,jiw, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/17 10/18 10/19 10/20 10/21 10/22 Total No. Description Qty. Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B 13 ><� —.- B l4 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 /� GATE VALVE ASSEMBLY 2.00 • FURNISH AND INSTALL 12-INCH B15 1 EACH 1.00 GATE VALVE ASSEMBLY 1.00 B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 GATE VALVE ASSEMBLY 1.00 FURNISH AND INSTALL FIRE — B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 7.00 INCLUDING WET TAP BY 7.00 APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 WATER SERVICE CONNECTION 1.00 STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 96.00% 96.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT B22 RESOLUTION 1 F.A. 132.00% 132.00% 17- MODULAR BLOCK WALL AND B23 SURVEY FOR FH 1 L.S. 20.00% 20.00% Page 8 of 9 M WEEKLY QUANTITY REPORT (at* CITY OF RENTON C -may Osborne,In c DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/17 10/18 10/19 10/20 10/21 10/22 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 1,074.00 1,074.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 2'6"x2'6"x2'0" INSTALL VAULT-PSE TYPE C6 4'8"x7'0"x5'8„ 4 EACH 4.00 4.00 C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" C8 INSTALL VAULT-COMCAST TYPE 1 EACH 1.00 1.00 1'6"x3'0" PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 203.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 244.00 244.00 DIAM.-PSEIN C]1 STALL CONDUIT PIPE-4 IN. 3280 L.F. 3,148.50 3,148.50 DIAM.-PSE �12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 232.00 232.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. Elves NO COPIES TO: GRAY&OSBORNE,INC. i1F4IL VAN 4: WAGE CITY OF RENTON RESIDENT . :CTOR(Sign.") DATE: e/22/2022 REPORT NO. : Week 42 Page 9 of 9 WEEKLY QUANTITY REPORT 4R510 CITY OF RENTON Gray O®borrke, Inc DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 10/15/22 CONTRACTOR Item Bid Prey. 10/10 10/11 10/12 10/13 10/14 10/15 Total No. Description Qty. Unit Total M T VV T F S to Date _ Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 51.67% 51.67% A5 CONTRACTOR SURVEYING 1 L.S. 88.27% 88.27% A6 ADA FEATURES SURVEYING 1 L.S. 56.25% 56.25% A7 UTILITY POTIIOLING 25 EA 36.00 36.00 AS RESOLUTION OF UTILITY 1 FA 67.90% 67.90% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 76.67% 76.67% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 6$.89% 68.89% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 68.89% 68.89% A 12 FLAGGERS 3,200 HR 5,327.25 32.00 32.00 30.75 31.00 18.25 5,471.25 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 405.25 1.00 1.00 1.50 1.00 1.00 410.75 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 936.75 A 15 PORTABLE CHANGEABLE 8,200 HR 4,245.00 4,245.00 MESSAGE SIGN A 16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 12,191.25 48.00 48.00 48.00 48.00 48.00 48.00 12,479.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83RE A19 MOVING DRAINAGE 9 EACH 8.00 8.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT illaia0 CITY OF RENTON Gray 8z Osborno, Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/10 10/11 10/12 10/13 10/14 10/15 Total No. Description Qty. Unit Total NI T W T F S to Date _ Comments A22 REMOVING CEMENT CONC. 570 S.Y. 560.65 SIDEWALK 560.65 A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 1,056.50 1,056.50 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,308.73 1,308.73 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 6,915.96 HAUL 6,915.96 A27 GRAVEL BORROW INCL.HAUL 530 TON 3,066.76 30.43 _ 3,097.19 gravel borrow stockpiled A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 508.78 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 14,792.01 344.44 15,136.45 907+76 to 906+76(100'x31'=3100=344.44 A30 WATER 200 _MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 B INCL.HAUL - 0.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 USE AS RECYCLED PAVEMENT 14,877.89 A35 CRUSHED SURFACING TOP 2,583 TON 3,020.76 COURSE 31.18 31.50 3083.44 A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 3,222 28 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 4,182.07 4,182.07 A38 ROADWAY CORE 10 EACH 0.00 0.00 ASPHALT COST PRICE A39 ADJUSTMENT 1 CALC. 271.70% 271.70% A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% o ADJUSTMENT 0.00/o COMPACTION PRICE A41 ADJUSTMENT 1 CALC. 0.00% 0.00% Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Garrey Osborne, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/10 10/11 10/12 10/13 10/14 10/15 Total No. Description Qty. Unit Total M T W T F S to Date Comments _ A42 CONC.CLASS 4000 FOR 250 S.Y. 132.81 132.81 RETAINING WALL 3A - A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 104.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 3,107.40 3,107.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST. STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 1N. 400 L.F. 311.60 311.60 DIAM. A49 CONCRETE INLET 1 EACH 2.00 _ _ 2.00 A50 CATCH BASIN TYPE 1 28 EACH_ 28.00 _ 28.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 32.00 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT _ A58 TRENCH DRAIN 50 L.F. 0.00 0.00 - A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 .P 1 ^"NIPU"` - -.41101-. illor'•i"0111111- -.:" Deleted via Change Order No 18 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 100.00% 100.00% A63 EROSION CONTROL AND WATER 1 L.S. 68.89% 68.89% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT lilatiO CITY OF RENTON Cn ay Osborne, Iri . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/10 10/11 10/12 10/13 10/14 10/15 Total No. Description Qty. Unit Total M T W T F S to Date Comments _ A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 SEEDING,FERTILIZING,AND A66 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% ° RESTORATION 0.00/o A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 4,464.00 4,464.0 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 _ 146.5 A75 C M�ENT CONC. PEDESTRIAN 145 L.F. 186.00 186.0 A76 EXTRUDED CURB _ 2,350 L.F. 0.00 0.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 113.76 113.76 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.0 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 TYPE 2 0.0 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 _ 0.0 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 1,432.17 1,432.17 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 9.00 PARALLEL 9.0 A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 56.93% 56.93% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 10.00% 10.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 • .. WEEKLY QUANTITY REPORT CITY OF RENTON Gray&Osborn, Its-. DUVALL AVENUE NE C GNSULTING ENGINEERS G&O#20593 Item Prey. 10/10 10/11 10/12 10/13 10/14 10/15 Total No. Description Qty. Unit Total _ M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 _ A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. , 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. _109.98% 109.98% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% o REINSTATE RETAINAGE I00.00/o _ _ CO No.l A100 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CONo.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC _ CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 944.00 RELOCATE L12 FOUNDATION 944.00 CO No.8 A106 FORM 1 FA 1.85 1.85 CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% 48.38% DEVICES SIGNAL MODIFICATION CO No.11 A109 ASSISTANCE 1 FA 63.00% 63.00%_ CO No.11 A110 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% 100.00% ABANDON WITH CDF CO No.18 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% _ CO No.20 A112 EXPANSION JOINTS FOR WALLS 170 LF 18.00 18.00 IN WZB AND WZD CO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray&Osborne, Irc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE 1 L.S. 0.00% 0.00% CO No.20 Page 6 of 9 WEEKLY QUANTITY REPORT (Cab CITY OF RENTON �-ay�$Oebo e, I DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/10 10/11 10/12 10/13 10/14 10/15 Total No. Description Qty. Unit _ Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS I L.S. 96.00% 96.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL BS FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS BI 1 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON ��.y(Sr Osloi . , Imo. DUVALL AVENUE NE C GNSULTING ENGINEERS G&O#20593 Item Prey. 10/10 10/11 10/12 10/13 10/14 10/15 Total No. Description Qty. Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 B 14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 7.00 7.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 96.00% 96.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT 1 F.A. 132.00% 132.00% B22 RESOLUTION 17- MODULAR BLOCK WALL AND 1 L.S. 20.00% 20.00% B23 SURVEY FOR FH Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON ti 751 C �v,•«(2:, I. DUVALL AVENUE NE G&O#20593 Item Prey. 10/10 10/11 10/12 10/13 10/14 10115 Total No. Description _ Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 1,074.00 1,074.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 26 x26 x20 C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 4.00 48 x70 x58 C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 53 x23 x29 C8 INSTALL VAULT-COMCAST TYPE 1 EACH 1.00 1.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 203.00 DIAM.-PSE Clp INSTALL CONDUIT PIPE-3 IN. 270 L.F. 244.00 244.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-41N. 3280 L.F. 3,148.50 3,148.50 DIAM.-PSE 12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 232.00 232.00 DIAM.-PSE C 13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. eves ENO Lhi COPIES TO: GRAY&OSBORNE,INC. IL VAN E RWAGE CITY OF RENTON RESIDENT 1 SPE R(Sign re) DATE: /15/2022 REPORT NO. : Week 41 Page 9 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON ( ray&Osborne, Ins. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 10/08/22 CONTRACTOR Item Bid Prey. 10/3 10/4 10/5 10/6 10/7 10/8 Total No. Description Qty. Unit Total NI T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 51.67% 51.67% A5 CONTRACTOR SURVEYING 1 L.S. 88.27% 88.27% A6 ADA FEATURES SURVEYING 1 L.S. 56.25% 56.25% A7 UTILITY POTHOLING 25 EA 36.00 36.00 A8 RESOLUTION OF UTILITY 1 FA 67.90% 67.90% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 76.67% 76.67% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 68.89% 68.89% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 68.89% 68.89% Al2 FLAGGERS 3,200 HR 5,151.50 46.50 31.25 32.00 34.50 31.50 5,327.25 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 399.75 1.00 1.50 1.00 1.00 1.00 405.25 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 936.75 A15 PORTABLE CHANGEABLE 8,200 HR 4,245.00 4,245.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 11,855.25 48.00 48.00 48.00 48.00 48.00 48.00 _ 12,143.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 A19 REMOVING DRAINAGE 9 EACH 8.00 8.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 613.50 613.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT let* CITY OF RENTON C�riv y 8E Oaborrie, Irac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item I Prey. 10/3 10/4 10/5 10/6 10/7 10/8 Total No. Description Qty. Unit Total M T W T F S to Date Comments REMOVING CEMENT CONC. A22 SIDEWALK 570 S.Y. 519.54 41.11 560.65 ne corner of 10th A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 982.50 74.00 1,056.50 AND GUTTER ne corner of 10th A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,308.73 1,308.73 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 6,915.96 6,915.96 AUL A27 GRAVEL BORROW INCL.HAUL 530 _ TON 3,066.76 I 3,066.76 A28 UNSUITABLE FOUNDATION 430 C.Y. 508.78 508.78 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 14,792.01 14,792.01 stopped at 907+76 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 I 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 14,877.89 14,877.89 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 2,794.65 136.03 90.08 3,020.76 29.97 TN added to prey.total for missing 9/30 COURSE ticket A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 3,222 28 work zone b and fire hyds.Storm crossing work PAVEMENT zone c A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 4,182.07 4,182.07 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 271.70% 271.70% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% ' 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% I 0.00% ADJUSTMENT Page 2 of 9 r WEEKLY QUANTITY REPORT CITY OF RENTON Gray�Oel�rn , DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/3 10/4 10/5 10/6 10/7 10/8 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC. CLASS 4000 FOR 250 S.Y. 132.81 132.81 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 104.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 3,107.40 3,107.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST. STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 311.60 DIAM. A49 CONCRETE INLET 1 EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 32.00 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 FILLTT` Deleted via Change Order No 18 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 100.00% 100.00% A63 EROSION CONTROL AND WATER 1 L.S. 68.89% 68.89% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON L=rsy 1E Osborne I DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/3 10/4 10/5 10/6 10/7 10/8 Total No. Description Qty. Unit Total M T W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 SEEDING,FERTILIZING,AND A66 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 3,792.00 672.00 4,464.0 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 168.50 17.50 186.0 CURB A76 EXTRUDED CURB 2,350 L.F. 0.00 0.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 113.76 113.76 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.0 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.0 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 1,389.22 42.95 1,432.17 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 9.00 9.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 56.93% 56.93% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% REMOVING PAVEMENT A87 MARKINGS 1 L.S. 10.00% 10.00% A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT 4040 CITY OF RENTON DUVALL AVENUE NE Grray kik Oeborrie,I, CONSULTING ENGINEERS G&O#20593 Item Prey. 10/3 10/4 10/5 10/6 10/7 10/8 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT I CALC. 109.98% 109.98% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A100 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 ►105 SIDEWALK-WALL FOOTING 1455 LF 944.00 944.00 CO No.8 A106 RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 FORM CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% 48.38% DEVICES CO No.11 A109 SIGNAL MODIFICATION 1 FA 63.00% 63.00% ASSISTANCE CO No.11 A110 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% 100.00% ABANDON WITH CDF CO No.18 A111 REMOVE 5 TREES FROM WZE 1 L.S. 100.00% 100.00% CO No.20 A112 EXPANSION JOINTS FOR WALLS 170 LF 18.00 18.00 IN WZB AND WZD CO No.19 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Cray 4 c isomer Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 A113 ADDED LANDSCAPING IN WZE 1 L.S. 0.00% 0.00% CO No.20 Page 6 of 9 WEEKLY QUANTITY REPORT °lab CITY OF RENTON DUVALL AVENUE NE ray CNiaborne, CONSULTING ENGINEERS G&O#20593 Item Prey. 10/3 10/4 10/5 10/6 10/7 10/8 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 96.00% 96.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL BS FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C'..y(Sr OSI�rne, I DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 10/3 10/4 10/5 10/6 10/7 10/8 Total No. Description Qty. Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 B14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B 15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 6.00 1.00 7.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 96.00% 96.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT 1 F.A. 132.00% 132.00% B22 RESOLUTION 17- MODULAR BLOCK WALL AND L.S. 20.00% 20.00% B23 SURVEY FOR FH Page 8 of 9 WEEKLY QUANTITY REPORT 4e1110 CITY OF RENTON �y&�ebomc, Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prev. 10/3 10/4 10/5 10/6 10/7 10/8 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% _ 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 1,074.00 1,074.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 4.00 4.00 4'8"x7'0"x5'8" _ C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" C8 INSTALL VAULT-COMCAST TYPE 1 EACH 1.00 1.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 203.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 244.00 244.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 3,148.50 3,148.50 DIAM.-PSE �12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 232.00 232.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. DIAM.-COMCAST 180 L.F. 195.00 195.00 Reviewed Contractor's Record Drawings for conformity with fieldwork. El Yes Cl No COPIES TO: GRAY&OSBORNE,INC. PHIL VAN EARWAGE CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 10/8/2022 REPORT NO. : Week 40 Page 9 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C-m y&Osborr>t�e, DUVALL AVENUE NE CONSUL71N0 ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 10/01/22 CONTRACTOR Item Bid Prey. 9/26 9/27 9/28 9/29 9/30 10/1 1 Total No. Description Qty. Unit Total M T W T F S I_ to,Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 45.66% 6.01% 51.67% A5 CONTRACTOR SURVEYING 1 L.S. 81.48% 6.79% ' 88.27% A6 ADA FEATURES SURVEYING 1 L.S. 56.25% 56.25% A7 UTILITY POTHOLING 25 EA 36.00 36.00 A8 RESOLUTION OF UTILITY i FA 51.75% 16.15% 67.90% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 70.66% 6.01% o .PLAN76.67 6 MO OTHER TEMPORARY TRAFFIC 1 L.S. 60.88% 8.01% 68.89% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 60.88% 8.01% 68.89% Al2 FLAGGERS 3,200 HR 4961.75 35.00 41.00 39.00 42.75 32.00 5151.50 . A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 393.75 1.00 1.00 1.00 1.50 1.50 399.75 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 936.75 Ai5 PORTABLE CHANGEABLE 8,200 HR 4,245.00 4,245.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 11519.25 48.00 48.00 48.00 48.00 _ 48.00 117.59.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 A19 REMOVING DRAINAGE 9 EACH 8.00 ` STRUCTURE 8.00 A20 REMOVING STORM SEWER PIPE 230 L.F. 593.50 20.00 613.50 removed pipe at driveway REMOVAL OF STRUCTURES AND - A21 OBSTRUCTIONS 1 L.S. 100.00% 100.00% Page 1 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON C .y.iSz Ca,6Lc E,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 9/26 9/27 9/28 9/29 9/30 10/1 Total No. Description Qty,,_ .Uuit_ .Tut..tl. M T W T F S to Date Comments REMOVING CEMENT CONC. A22 SIDEWALK 570 S.Y. 519.54 519.54 A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 982.50 AND GUTTER 982.50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,308.73 PAVEMENT 1,308.73 A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 4005.52 2910.44 6915.96 UL A27 GRAVEL BORROW INCL.HAUL 530 TON 3,066.76 3,066.76 A28 UNSUITABLE FOUNDATION 430 C.Y. 404.35 35.55 68.88 508,78 68'x12'xl'=30.22,12'x12'x1=5.33, EXCAVATION INCL.HAUL 124'x15'x1=68.I8 A29 SUBGRADE PREPARATION 15,000 S.Y. 14792.01 14792.01 stopped at 907+76 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 B INCL.HAUL 0.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 UNDERGROUND DRAINAGE 0.00 A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. ####### 14,877.89 USE AS RECYCLED PAVEMENT _ A35 CRUSHED SURFACING TOP 2,583 TON 2,362.99 30.22 56.58 197.23 117.66 COURSE 2764.68 still missing tickets for 9-30-22 A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 PAVEMENT 3,222.28 A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 4,182.07 4,182.07 ~ A38 ROADWAY CORE 10 EACH 0.00 0.00 ASPHALT COST PRICE A39 ADJUSTMENT 1 CALC. 271.70% 271.70% A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% o ADJUSTMENT 0.00/o A41 COMPACTION PRICE 1 CALC. 0.00% ADJUSTMENT 0.00% Page 2 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON C�rs,y&QsL D x d, L . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 9/26 9/27 9/28 9/29 9/30 10/1 Total No. Description Q y. Unit Total _ M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR RETAINING WALL 3A 250 S.Y. 132.81 132.81 A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 104,50 4 IN.DIA�19. POLYPROPYLENE STORM SEWER A44 - 2,910 L.F. 3,107.40 3,107.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 PIPE 18 IN.DIAM. 0.00 A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 PIPE 24 IN.DIAM. 66.70 A47 'FR. 1 ST. STORM SEWER PIPE 12 IN.DIAM. 10 L.F. 0.00 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 DIAM. 311.60 A49 CONCRETE INLET 1 EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE 1L, 5 EACH 5.00 5 00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2,00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 STRUCTURE7.00 A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 - A55 ADJUST VALVE BOX 18 EACH 32.00 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 MANHOLE#33 PARTIAL A57 REPLACEMENT 1 EACH 1.00 1.00 A58 TRENCH DRAIN 50 L.F. _ 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 FILL Deleted via Change Order No i 8 A61 SHORING OR EXTRA EXCAVATION CLASS B 750 S.F. 0.00 0.00 A62 I'ELEVISION INSPECTION 1 L.S. 85.06% 14.94% ' 100% EROSION CONTROL AND WATER A63 POLLUTION PREVENTION 1 L.S. 60.88% 8.01% 68.89% Page 3 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON C .y�4sbo �, DUVALL AVENUE NE C ONSULTNG ENGINEERS G&O#20593 teA1q <: Prey. 9/26 9/27 9/28 ' 9/29 "` '<t, .rg t= Description9/30 1b71 Total P i Qty. Unit Go al M T VI' T F S to Date Comments A64 SILT FENCE 4,300 I.,F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND MULCHING 970 SY 0.00 0:00 o A67 TOPSOIL TYPE A 480 C.Y. ' 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 IRRIGATION SYSTEM l A71 RESTORATION 1 L.S. 0.00% 0.00% A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB AND GUU'ER 4,615 L.F. 3,792.00 3,792.0 A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN CURB 145 L.F. 168.50 168:5 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.0 A77 CEMENT CONC,DRIVEWAY ENTRANCE TYPE 1 160 S.Y. 113.76 113.76 A78 RAISED PAVEMENT MARKER TYPE 1 1 1 HUND 0.00 0.0 A79 RAISED PAVEMENT MARKER TYPE 2 3 HUND 0.00 0.0 A80 CHAIN LINK FENCE TYPE 4 30 , L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 1,389.22 1,389.22 A83 CEMENT CONC.CURB RAMP TYPE i PARALLEL 11 EACH 9.00 9.0 A84 CEMENT CONC.CURB RAMP TYPE SINGLE DIRECTIONAL 1 EACH 0.00 0.0 A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 56.72% 0.21% 56.93°,6 A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT MARKINGS 1 L.S. 10.00% 10.00% A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 8 • . WEEKLY QUANTITY REPORT 40530 CITY OF RENTON C •ay BzOgbo�-=k�, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 _ Item Prey. 9/26 9/27 9/28 9/29 9/30 1011. Total No. Description Qty. Unit Total M T W ,, T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0,00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT MARKING-SHORT DURATION 31,500 L.P. 0.00 0.00 A96 FUEL COST ADJUSTMENT 1 CALC. 103.50% 6.48% 109.98% A97 STEEL COST ADJUSTMENT 1 CALC. 0,00% 0.00% • A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 CONTRACT CORRECTION TO A99 REINSTATE RETAINAGE 1 L.S. 100.00% 100.00% CO No.1 A100 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CONo.3 AlOI NATURAL IN LIEU OF RECYCLED CSTC 1153 TN 790.17 790.17 CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% f 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00°/u CONo.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 235.75 To Date for PPS A105 SIDEWALK-WALL FOOTING 1455 LI' 944.00 944.00 CO No.8 A106 RELOCATE L12 FOUNDATION FORM 1 FA 1.85 185 CO No.[9 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CONo.10 ADDITIONAL CHANNELIZATION A108 DEVICES 1 FA 48.38% 48.38% CO No,11 SIGNAL MODIFICATION I FA 63.00% 63.00% A109 ASSISTANCE CO No.11 REMOVE STORM PIPE IN LIEU OF Al10 ABANDON WITII CDF 1 L.S. 100.00% 100.00% 0 Al 12 EXPANSION JOINTS FOR WALLS CO No.19 expansions joints for wall IN WZB AND WZD 174 LF 18.00 18.00 in work zone b A111 REMOVE 5 TREES FROM WZE 1 LS 0 1 1 A113 ADDED LANDSCAPING IN WZE 1 LS 0 0 Page 5of8 WEEKLY QUANTITY REPORT CITY OF RENTON GY-.ay C?6bo>�.®, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. I 9/26 9127 9/28 9129 9/30 10�1� ' Total No. Description Qty. Unit 1 Total M j T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND DEMOLITION (NOT TO EXCEED B1 10%OF TOTAL OF BID 1 L.S. 80.00% 80.00% SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 96.00% 96.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL SELECT IMPORTED TRENCH B4 BACKFILL 1,265 TON 1,090.48 1,090.48 BS ></<>"< >< FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT co.17 FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT F1 FI INGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON FITTINGS 3600 LBS 632.00 632.00 CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B11 CONNECTION TO EXISTING WATER MAIN 4 EACH 4.00 4.00 Page 6 of 8 WEEKLY QUANTITY REPORT 45100 CITY OF RENTON Gn-�y 8z Osboe,Irma. DUVALL AVENUE NE CONSUL11NG ENGINEERS G&O#20593 Item Pm. 9/26 9/27 9/28 9/29 9/30 1011 Total No. Description Qty. Unit Totals_ �1 T T Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 Co. — ISH AND INSTALL 8-INCH B14 GATE VALVE ASSEMBLY 2 EACH 2.00 2.00 B15 FURNISH AND INSTALL 12-INCH GATE VALVE ASSEMBLY 1 EACH 1.00 1.00 B 16 FURNISH AND INSTALL 16-INCH GATE VALVE ASSEMBLY 1 EACH 1.00 1.00 FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE _ HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN INCLUDING WET TAP BY 7.0 EACH 6.00 6.00 APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH WATER SERVICE CONNECTION 1 EACH 1.00 1.00 STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 96.00% 96.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT B22 RESOLUTION 1 F.A. 132% 132% 17- MODULAR BLOCK WALL AND B23 SURVEY FOR FH 1 L.S. 20.00% 20.00% Page 7 of 8 WEEKLY QUANTITY REPORT 46510 CITY OF RENTON lOrnavy Oeborn,o, DUVALL AVENUE NE C ONSULIING ENGINEERS G&O##20593 Item Pre,. 9/26 9/27 9/28 9/29 9/30 10/1 Total No. Description , . __Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES CI lSPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. _100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 795.00 40.00 198.00 41.00 1,074.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 2'6"x2'6"x2'0" 0.00 C6 INSTALL VAULT-PSE TYPE 4 EACH 2.00 4'8"x7'0"x5'8" 2 4 C7 INSTALL VAULT-PSE TYPE 5,3"x2'3"x2'9" I EACH 0.00 0.00 C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 1'6"x3'0"PEDESTAL 1 1 C9 INSTALL CONDUIT PIPE-2 IN. DIAM.-PSE 30 L.F. 203.00 203.00 C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 36.00 166.00 42A0 DIAM.-PSE 244.00 CI I INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,655.50 80.00 413.00 DIAM.-PSE3,148.50 C 12 INSTALL CONDUIT PIPE-6 IN. DIAM.-PSE 220 L.F. 232.00 232.00 C13 INSTALL CONDUIT PIPE-4 IN. DIAM. -COMCAST 280 L.F. 195.00 195.00 Reviewed Contractor's Record Drawings for conformity with fieldwork. Oyes ONO 3 COPIES TO: GRAY&OSBORNE,INC. PHIL VAN EARWAGE CITY OF RENTON RESIDENT] PECTOR(Signature) DATE: 9/30/2022 REPORT NO. : Week 39 Page 8 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Gray(Sr Osborxi ,, DUVALL AVENUE NE CONSUL11NG ENGINEERS G&O#20593 Item Prey. 9/19 9/20 9/21 9/22 9/23 9/24 Total Ng._,.,, Description_ Qty. Unit Total M T NV T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% o 100.00/o C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 _ L.F. 669.00 20.00 66.00 40.00 795.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 2'6"x2'6"x210" 0.00 INSTALL VAULT-PSE TYPE C6 4'8"x7'0"x5 8" 4 EACH 2.00 2.00 INSTALL VAULT-PSE TYPE C7 5'3"x2'3"x2'9" 1 EACH 0.00 0.00 C8 INSTALL VAULT-COMCAST TYPE I EACH 0.00 1'6"x3'0"PEDESTAL 0.00 C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 DIAM.-PSE 203.00 C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 36.00 DIAM.-PSE 36.00 C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,351.50 20.00 132.00 152.00 2,655.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 80.00 20.00 132.00 232.00 DIAM.-PSE C 13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 DIAM.-COMCAST 195.00 Reviewed Contractor's Record Drawings for conformity with fieldwork. [eves OW COPIES TO: GRAY&OSBORNE,INC. (21 PHIL VAN EARWAGE CITY OF RENTON RESIDENT INS ECTOR(Signature) DATE: 9/24/2022 REPORT NO.: Week 38 Page 8 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Gray&C7abox-rin, I,I DUVALL AVENUE NE CCNSULTNG ENGINEERS G&O#20593 Item Prey. 9/19 9/20 9/21 9/22 9/23 9/24 Total OT , ;_ Description Qty. Unit Total _ M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13,00 WATER FACILITIES co 17 B13 B 14 FURNISH AND INSTALL 8-INCH GATE VALVE ASSEMBLY 2 EACH 2.00 2.00 B15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 GATE VALVE ASSEMBLY 1,00 B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 GATE VALVE ASSEMBLY 1,00 FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 6.00 INCLUDING WET TAP BY 6.00 APPROVED WET-TOP CONTRACTOR pi FURNISH AND INSTALL 1-INCH 1 EACH 1.00 WATER SERVICE CONNECTION 1.00 STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 96.00% 96.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT B22 RESOLUTION 1 F.A. 132% 132% 17- MODULAR BLOCK WALL AND B23 SURVEY FOR PH 1 L.S. 20.00% 20.00% Page 7 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Gray' Osborrxe,, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 9/19 9120 9/21 j 9/22 9/23 9/24 Total No. , Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 10%OF TOTAL OF BID 1 L.S. 80.00% 80.00% SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 96.00% 96.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH BACKFILL I,265 TON 1,090.48 1,090.48 B5 ��► ���!�� .11-11W�►���►+r FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 12-INCH co.17 CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON FITTINGS 3600 LBS 632.00 632,00 CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING WATER MAIN 4 EACH 4.00 4.00 Page 6 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Grim y,23z psbo e, �, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 9/19 ' 9/20 9/21 9/22 9/23 9/24 Total No. Description Qty. Unit,. Total NI T W T F S toD to Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 _ A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LEITER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT L.F.31,5000.00 MARKING-SHORT DURATION 0.00 A96 FUEL COST ADJUSTMENT 1 CALC. 103.50% 103.50% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 CONTRACT CORRECTION TO A99 RELNSTATE RETAINAGE 1 L.S. 100.00% 100.00% CO No.1 A100 TRIPLE TREE REMOVAL I L.S. 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 ` CSTC 790.17 CO No.5,CO No.6 A102 WATER CONTROL 1 _ F.A. 66.71% 66.71% CONo.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 944.00 944.00 CO No.8 A106 F RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 . CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CO No,10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% o DEVICES 48.38/o CO No.11 A 109 SIGNAL MODIFICATION 1 FA 63.00% o ASSISTANCE 63.00/o CO No.11 REMOVE STORM PIPE IN LIEU OF Al10 ABANDON WITH CDF 1 L.S. 100.00% l00.00% 0 A112 EXPANSION JOINTS FOR WALLS CO No.19 IN WZB AND WZD 170 LF 18.00 18.00 expansions joints for wall in work zone b Page 5 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Cii-8.y-&( ) b rne, �,u, DUVALL AVENUE NE CONSULTING ENGINEERS C&O#20593 Item Prey. 9/19 9/20 9/21 9/22 9/23 9/24 Total No. Description Qty. Unit Total M 'I' W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 , EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND MULCHING 970 SY 0.00 0.00 A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. _ 0.00 0.00 IRRIGATION SYSTEM A71 RESTORATION 1 L.S. 0.00% 0.00% A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% CEMEA73 AND N TTORC TRAFFIC CURB 4,615 L.F. 3,792.00 3, 792.0 A74 CEMENT CONC.TRAFFIC CURB 160 Lk'. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN CURB 145 L.P. 168.50 168.5 A76 EXTRUDED CURB 2,350 1 L.F. 0.00 0.0 A77 CEMENT CONC.DRIVEWA�' 160 S.Y. 113.76 - ENTRANCE TYPE I 113.76 A78 RAYED PAVEMENT MARKER 11 HUND 0.00 0.0 - A79 RRAIE SED PAVEMENT MARKER 3 HUND 0.00 0.0 A80 CI-IAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 1,389.22 1,389.22 A83 CEMEN ELT ONC.CURB RAMP TYPE 11 EACH9.00 9.0 PARAL 1 A84 CEMENT CONC.CURB RAMP TYPE I EACH 0.00 SINGLE DIRECTIONAL 0.0 A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 56.72% 56.72% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% REMOVING PAVEMENT A87 MARKINGS I L.S. 10.00% 10.00% A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Sz Oabo:tee, Inv.. DUVALL AVENUE NE CONSULP.NG ENGINEERS G&O 420593 Item Prey. 9/19 9/20 9/21 I 9/22 9/23 9/24 Total No. Description Qty. Unit `total,. M T NVT F S to Date , Comments A42 CONC.CLASS 4000 I,OR 250 S.Y. 132.81 ,RETAINING WALL 3A 132.81 A43 SOLID WALL PVC STORM PIPE 190 L.F. 104.50 4 IN.DIAM. 104.50 A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 3,107.40 PIPE 12 IN.DIAM. 3,107.40 A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 PIPE 18 IN.DIAM. 0.00 A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 PIPE 24 IN.DIAM. 66.70 A47 TR. 1 ST.STORM SEWER PIPE - 12 IN.DIAM. 10 L.F. 0.00 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 311.60 DIAM. 311.60 A49 CONCRETE INLET 1 EACH 2.00 2.00 A50 CATCH BASIN TYPE 1 28 EACH 28.00 28.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 STRUCTURE 7.00 A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 32.00 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 REPLACEMENT 1.00 A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 13.00 13.00 FII Deleted via Change Order No 18 A61 SHORING OR EXTRA EXCAVATION CLASS B 750 S.F. 0.00 0.00 A62 TELEVISION INSPECTION 1 L.S. 85.06% 85.06% EROSION CONTROL AND WATER A63 POLLUTION PREVENTION 1 L.S. 60.88% 60.88% Page 3 of 8 WEEKLY QUANTITY REPORT (00 CITY OF RENTON Camay BzONba �, Yam. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Jt*m., _ Prey. 9/19 9/20 9/21 9/22 9/23 9/24 Total Ati ►at __ Description OJ . Unit Tote, M _ I W T F S to Date Comments Ail A22 REMOVING CEMENT CONC. 570 S.Y. 506.49 13.05 519.54 12th tie sidewalk for power install 23'6" SIDEWALK x5'9117,5®13.05 A23RE MOVING CEMENT CONC.CURB _ AND GUTTER 1,2I5 L.F. 960.50 22.00 982.50 12th ne sidewalk for power install 22 feet removed_ A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. _ PAVEMENT 1,3I0 S.Y. 1,308.73 1,308.73 A26 ROADWAY EXCAVATION INCL. _ HAUL 6,850 C.Y. 3,979.96 3,979.96 A27 GRAVEL BORROW INCL.HAUL 530 TON 3,066.76 3,066.76 A28 UNSUITABLE FOUNDATION 430 C.Y. 404.35 EXCAVATION INCL.HAUL 404.35 A29 SUBGRADE PREPARATION 15,000 S.Y. 11912.46 2,879.55 14792.01 836'x31'=25916=-2879.55 A30 WATER _ 200 MGAL 0.00 0.00 j A31 STRUCTURE EXCAVATION CLASS B INCL.HAUL 330 C.Y. 0.00 0.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 — A33 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 60 S.Y. 0.00 0.00 A34 ASPHALT PULVERIZATION FOR USE AS RECYCLED PAVEMENT 15,000 S.Y. ####### 14,877.89 A35 CRUSHED SURFACING TOP COURSE 2,583 TON 2,346.90 16.09 2,362.99 A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 PAVEMENT 3,222.28 A37 HMA CL.1/2 IN.PG 64-22 7,445 TON 4,182.07 4,182.07 — A38 ROADWAY CORE 10 EACH 0.00 0.00 ASPHALT COST PRICE ` 39 ADJUSTMENT 1 CALC. 271.70% 271.70% JOB MIX COMPLIANCE PRICE A40 ADJUSTMENT 1 CALC. 0.00% 0.00% COMPACTION PRICE A41 ADJUSTMENT 1 CALC. 0.00% 0.00% Page 2 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON • C ey Sz() b(u.rs ,, law. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 09/24/22 CONTRACTOR Item Bid Prey. 9119 9/20 9/21 9/22 9/23 9/24 Total No. Description Qty. Unit Total M T W T F S to Date, Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% o 100.00/o MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 45.66% 45.66% A5 CONTRACTOR SURVEYING 1 L.S. 81.48% 81.48% A6 ADA FEATURES SURVEYING 1 L.S. 56,25% 56.25% A7 UTILITY POTHOLING 25 EA 36.00 36.00 A8 RESOLUTION OF UTILITY 1 FA 51.75% x 51.75%CONFLICTS 6 hours on force acct.sheets COVID-19 HEALTH AND SAFETY 1 L.S. 70.66% o PLAN 70.66/o A10 OTHER TEMPORARY TRAFFIC 1 L.S. 60.88% 60.88% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 60.88% 60.88% Al2 FLAGGERS 3,200 HR 4768.25 _ 40.00 41.00 35.00 41.50 36.00 4961.75 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 384.75 2.00 2.50 1.00 2.00 1.50 393.75 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 936.75 A15 PORTABLE CHANGEABLE 8,200 HR 4,245.00 MESSAGE SIGN4,245.00 Alb OFF-DUTY UNIFORMED POLICE 80 HR 0.00 OFFICER 0.00 A17 SEQUENTIAL ARROW SIGN 15,000 HR 11183.25 48.00 48.00 48.00 48.00 48.00 48.00 11471.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 A19 REMOVING DRAINAGE 9 EACH 8.00 STRUCTURE 8.00 A20 REMOVING STORM SEWER PIPE 230 L.F. 593.50 593.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% a OBSTRUCTIONS 100.00/a Page 1 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON sy&CQolao e,, Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 09/17/22 CONTRACTOR Item Bid Prey. 9/12 9/13 9/14 9/15 9/I6 9/17 V6tal No. Description Qty. Unit Total M I W l T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 45.66% 45.66% A5 CONTRACTOR SURVEYING 1 L.S. 81.48% 81.48% A6 ADA FEATURES SURVEYING 1 L.S. 56.25% 56.25% A7 UTILITY POTHOLING 25 EA 30.00 1.00 3.00 1.00 1.00 36.00 37 A8 RESOLUTION OF UTILITY 1 FA 51.75% ° CONFLICTS 51.75/° A9 COVID-19 HEALTH AND SAFETY 1 L.S. 70.66% 70.66% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 60.88% 60.88% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 60.88% 60.88% Al2 FLAGGERS 3,200 HR 4580.50 39.50 39.00 36.75 36.50 36.00 4768.25 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 377.75 1.50 2.00 1.00 1.50 1.00 384.75 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 936.75 A15 PORTABLE CHANGEABLE 8,200 HR 4,245.00 4,245.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 10647.25 48.00 48.00_ 48.00 48.00 48.00 48.00 11135.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 A19 REMOVING DRAINAGE 9 EACH 7.00 1.00 8.00 STRUCTURE existing cb at 919+10 A20 REMOVING STORM SEWER PIPE 230 L.F. 446.50 91.00 56.00 593.50 Page 1 of 9 WEEKLY QUANTITY REPORT 4530 CITY OF RENTON �y 8�Osbb> e, DUVALL AVENUE NE CONSULTING ENGINEERS G&O 420593 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% o OBSTRUCTIONS 100.00/o Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON GY-A.y C osbc �,Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 9/12 9/13 9714 9/15 .9/16 9/17 Total No._ Description Qty. Unit Total M ,r.44, W 'I' F S 41 Dat•'" _ '_Irlul, a ._ A22 REMOVING CEMENT CONC, 570 S.Y. 501.66 4.83 506.49 SIDEWALKgT x 6' 522sgin.=.4o syds A23 REMOVING CEMENT CONC.CURB 1,215 L,F. 953.50 7.00 960.50 AND GUI IER storm pipe install A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,308.73 1,308.73 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 3,979.96 3,979.96 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 3,066.76 3,066.76 A28 UNSUITABLE FOUNDATION 430 C.Y. 181.92 216.21 6.22 404.35 1135E14'=1582=175.77,265E14=364=40.44, EXCAVATION INCL.HAUL 145E1T=168=6.22 A29 SUBGRADE PREPARATION 15,000 S.Y. 9728.69 1,243.44 940.33 11912.46 _3615c31'=11191=1243.44,273'x31'=8463=940.33 A30 WATER 200 MGAL, 0.00 0.00 - A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 B INCL.HAUL 0.40 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 UNDERGROUND DRAINAGE 0.00 A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. ####### USE AS RECYCLED PAVEMENT 14,877.89 A35 CRUSHED SURFACING TOP 2,583 TON 2,229.57 71.96 45.37 2,346.90 COURSE unsuitable foundation gravel A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 PAVEMENT 3,222.28 A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 4,182.07 4,182.07 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 271.70% 271.70% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE } CALC. 0.00% o ADJUSTMENT 0.00/o A41 COMPACTION PRICE 1 CALC. 0.00% ADJUSTMENT 0.00'/0 Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray&Osbarne, J . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 9/12 9/13 9/14 9/15 9/16 9/17 Total 1o%s== �....�.4 eseri. ti Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 132.81 132.81 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 83.50 7.00 7.00 7.00 104.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 2,858.40 31.00 156.00 31.00 31.00 3,107.40 PIPE 12 IN.DIAM. , A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 PIPE 18 IN.DIAM. 0.00 A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 PIPE 24 IN.DIAM. 66.70 A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 12 IN.DIAM. 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 15.50 311.60 DIAM. A49 CONCRETE INLET 1 EACH 1.00 1.00 2.00 CB37 A50 CATCH BASIN TYPE 1 28 EACH 25.00 1.00 1.00 1.00 28.00 cb 22,cb 25,cb 26 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 32.00 _ 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 10.00 1.00 1.00 1.00 13.00 7.5- FIL lassuit.__ Deleted via Change Order No 18 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 85.06% 85.06% EROSION CONTROL AND WATER /0 60.88 A63 POLLUTION PREVENTION 1 L.S. 60.88% o Page 4 of 9 WEEKLY QUANTITY REPORT .00 CITY OF RENTON 7 DUVALL AVENUE NE CTreay 8z Osborne,L. CONSUL11NG ENGINEERS G&O#20593 Item Prey. 9/12 9/13 9/14 9/15 9/16 9/17 Total No. Description Qty. Unit Total M T W _ T F S to Date Comments A64 SILT FENCE 4,300 L.F. 3,145.00 3,145.00 A65 INLET PRO 1'ECTION 30 EACH 62.00 62,00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y, 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 3,792.00 AND GU FI ER 3,792.0 A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CURMEBNT CONC.PEDESTRIAN 145 L.F. 168.50 168.5 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 113.76 113.76 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.0 TYPE 1 A79 RAISED PAVEMENT MARKER 3 IIUND 0.00 0.0 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 1,389.22 1,389.22 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 9.00 9,0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0,0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 56.72% 56.72% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 10.00% MARKINGS 10.00/° A88 PAINT LINE _ 12,300 L.F. 0.00 _ 0.00 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C3x�p�Obdn@,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 it ..... Fu t .f_y;a r.-. „, : �m Yr r sv��n pc.,,3 t,ra '}=ssk'S4 �� 'sa _ 1r.`S 1 1 5 SL r1 Il dl i �<s F r ,4 f „,,Iii L.ti �•- ' r FT,,,, ¢ r4Any 74 { 4 #' 1J : `� �'f } i A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 0 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 - A91 PLASTIC CROSSWALK LLNE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 MARKING-SHORT DURATION 0.00 A96 FUEL COST ADJUSTMENT 1 CALC. 103.50% 103.50% A97 S FEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT, TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% ° REINSTATE RETAINAGE 100.00% CO No.1 A100 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 CSTC 790.17 CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% 66.71% Co No.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 CEMENT CONCRE 1'h PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 944.00 944.00 CONo.8 A106 FORM ATE L12 FOUNDATION 1 FA 1.85 1.85 CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CO No.10 ADDITIONAL CHANNELIZATION A108 DEVICES 1 FA 48.38% 48.38% CO No.11 SIGNAL MODIFICATION A109 ASSISTANCE I FA 63.00% 63.00% CO No.11 REMOVE STORM PIPE IN LIEU OF AI10 ABANDON WITH CDF 1 L.S. 100.00% 100.00% 0 A112 EXPANSION JOINTS FOR WALLS CO No,19 expansions joints for wall IN WZB AND WZD 170 LF 18.00 18.00 in work zone b Page 6 of 9 WEEKLY QUANTITY REPORT 4621) CITY OF RENTON ( xw.y 8r Oeborn.e,Inc DUVALL AVENUE NE CONSVLTNG ENGINEERS G&O##20593 ItemWT. Prey. 9/12 9/13 9/14 9/15 9/16 9/17 Total No. Description Qty. Unit Total M T W T F S to Date Comments 4 SCHEDULE B-WATER MAIN MOBILIZATION AND $1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% G 10%OF TOTAL OF BID 80.00/° SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 96.00% 96.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 BACKFILL1,090.48 B5 �^- FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT co.17 FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 4.00 4.04 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT (Rat* CITY OF RENTON Carey 8�0�10e, Lae. DWALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 9/12 9/13 9/14 9/15 9/16 9/17 Tote', DO qi.13,49n Qty. Unit roil NI CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES co.17 B13 B 14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 GATE VALVE ASSEMBLY 2.00 B15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 GATE VALVE ASSEMBLY 1.00 B 16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 GATE VALVE ASSEMBLY 1.00 FURNISH AND INSTALL FIRE S B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 6.00 INCLUDING WET TAP BY 6,00 APPROVED WET-TOP CONTRACTOR B 19 FURNISH AND INSTALL 1-INCH WATER SERVICE CONNECTION 1 EACH 1.00 1.00 STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 96.00% 96.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT S B22 RESOLUTION 1 F.A. 132°/G 132/0 17- MODULAR BLOCK WALL AND B23 SURVEY FOR FH 1 L.S. 20.00% 20.00% Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON a - 8c C) borue,L,c c. DUVALL AVENUE NE CONSULTING ENGINFE.S G&O#20593 Item .., Prey. 9/12 9/13 9/14 9/15 9/16 9117 Total No, Description Qty. Unit Total M T W T F S to Date Comments 41 SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN I L.S. 100.00% 100.00%G C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 INSTALL VAULT-PSE TYPE — CS 216"x2'6"x210" 2 EACH 0.00 0.00 C6 INSTALL VAULT-PSE TYPE 4 EACH 2.00 2.00 418"x710"x5'8" C7 INSTALL VAULT-PSE TYPE 5'3"x2'3"x2'9" 1 EACH 0.00 0.00 C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 l'6"x3'0"PEDESTAL 0.00 C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 203.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 36.00 DIAM.-PSE36.00 M. Cl 1 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,351.50 2,351.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 80.00 80.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. [)Yes DNa P COPIES TO: GRAY&OSBORNE,INC. U e RWAGE CITY OF RENTON RESIDENT INSP CTOR(Signature) DATE: 9/17/2022 REPORT NO.: Week 37 revised Phil Page 9 of 9 WEEKLY QUANTITY REPORT 4650 CITY OF RENTON DUVALL AVENUE NE Oti13n,--., IxC G&O t#20593 Ji.n << Item Prey. 9/5 9/6 9/7 I 9/8 9/9 9/10 Total ; Qty. Unit Total M T W E T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES C1 SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 26x2'6x20 C6 INSTALL VAULT-PSE TYPE 4 EACH 2.00 2.00 48x70x58 C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 53 x23 x29 INSTALL VAULT-COMCAST TYPE C8 1 EACH 0.00 0.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.P. 203.00 203.00 DIAM.-PSE CIO INSTALL CONDUIT PIPE-3 IN. 270 L.F. 36.00 36.00 DIAM.-PSE INSTALL CONDUIT PIPE-4 IN. C11 3280 L.F. 2,351.50 2,351.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 80.00 80.00 DIAM.-PSE C 13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. QYes ❑No (3 COPIES TO: GRAY&OSBORNE,INC. I IL VAN EARWAGE CITY OF RENTON RESIDENT INSP OR(Signature) DATE: 9/10/2022 REPORT NO.: Week 36 • Page 8 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Gr$.y S&Oaborria,Inc. DUVALL AVENUE NE C ONSULTNG ENGINEERS G&O#20593 Item Prey. 9/5 9/6 9/7 9/8 9/9 ` 9/10 Total No. Description Qty, Unit Total M T W T F S to;_,ate Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES co.17 B13 B14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GA 1 E VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH 1 EACH 1,00 1.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1,00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 6.00 6.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISII AND INSTALL 1-INCH I EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN I L.S. 96.00% 96.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF I EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT B22 RESOLUTION 1 F.A. 132% 132% 17- MODULAR BLOCK WALL AND B23 SURVEY FOR FH 1 L.S. 20.00% 20.00% Page 7 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON C3-ay 'Sr Osi,o .®, Lac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 .. ,., '`, off. - x^. : . s .(4 r'�+. S�st S,�'.,c hA'..- �'y, l rL s> .: lri:' # t 5{17 t t 1 t:. '1 P((9'�%.• a-.�-:.��F ib Yr49 A.. i i'`:. t r`,r. -.'f7 �v�; �F.r�,xs.. __ __ ..� ,..N sow-t SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% o 10%OF TOTAL OF BID 80.00/o SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 96.00% 96.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 BACKFILL 1,090.48 B5 _ •-- 41 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 56.45 56.45 AND POLYETHYLENE ENCASEMENT co.17 FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN Page 6 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE C-.y 18r O®laorrie,L . n p� GONSUL1ING ENGINEERS G&O#20593 Item Prey. 9/5 9/6 9/7 9/8 i 9/9 9/10 Total No. Description „Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F, 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION _ A96 FUEL COST ADJUSTMENT 1 CALC. 103.50% 103.50% _ A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% _ A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% 100.00% REINSTATE RETAINAGECO No,t A100 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CONo.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A 102 WAFER CONTROL 1 F.A. 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CO No.6 - CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street tight A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 944.00 944.00 CO No.8 A106 F RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% 48,38% DEVICES CO No.11 A109 SIGNAL MODIFICATION 1 FA 63.00% 63.00% ASSISTANCE CO No.11 A110 REMOVE STORM PIPE IN LIEU OF 1 L.S. 100.00% 100.00% ABANDON WITH CDF0 EXPANSION JOINTS FOR WALLS A112 IN WZB AND WZD 170 LF 0.00 18.00 18.00 in wCOpro�e zone b nsions joints for watt Page 5 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON (3gray 8.-Co sborne, L . DUVALL AVENUE NE CONSJLTING ENGIN__25 G&O#20593 Item Prey. 9/5 9/6 9/7 9/8 9/9 9/10 Total No. Description ,...Qty. Unit Total M T W T F S to Date Comments A64 SILT FL\CE _4,300 L.F. 3,145.00 3,145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 SEEDING,FERTILIZING,AND A66 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% ° RESTORATION 0.00/o A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 3,792.00 3,792.0 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 168.50 168.5 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 113.76 ENTRANCE TYPE 1 113.76 A78 RTI PEE D PAVEMENT MARKER 11 HUND 0.00 0.0 - A79 RAISED PAVEMENT MARKER 3 HUND 0.00 TYPE 2 0.0 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 : 0,0 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 1,389.22 1,389.22 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 9.00 9.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 56.72% 56.72% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 AMA KINGS PAVEMENT 1 L.S. 10.00% 10.00/o u A88 PAINT LINE 12,300_ L.F. 0.00 0.00 Page 4 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON �y brOgbo �,Lao. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 9/5 9/6 9/7 9/8 9/9 9/10 Total Np ;,i,Sc.41.1.ipA Qty. Unit Total M T W T F S to e :': Cominrnrs A42 CONC.CLASS 4000 FOR 250 S.Y. 132.81 132.81 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 83.50 83.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 2,858.40 2,858.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST. STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DDIUCTILE AM IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 A49 CONCRETE INLET 1 EACH 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACH 25.00 25.00 A51 CATCH BASIN TYPE IL 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 2.00 2.00 A55 ADJUST VALVE BOX 18 EACH 32.00 32.00 A56 ADJUST MANHOLE 5 EACH 4.00 4.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 10.00 10.00 FILL � 1 Deleted via Change Order No 18 SHORING OR EXTRA A61 EXCAVATION CLASS B 750 S.F. 0.00 0.00 A62 1'L.LEVISION INSPECTION 1 L.S. 85.06% 85.06% A63 EROSION CONTROL AND WATER 1 L.S. 60.88% 60.88% POLLUTION PREVENTION Page 3 of 8 WEEKLY QUANTITY REPORT 46510 CITY OF RENTON C. y 8zOeLcim ,Lw DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 9/5 9/6 9/7 9/8 9/9 9/1,I :AftnA Qty. Unit Total M T W T F REMOVING CEMENT CONC. A22 SIDEWALK 570 S.Y. 501.66 501.66 A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 953.50 AND GUTTER 953.50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,308.73 1,308.73 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 3,979.96 3,979.96 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 3,066.76 3,066.76 A28 UNSUITABLE FOUNDATION 430 C.Y. 181.92 EXCAVATION INCL.HAUL 181.92 A29 SUBGRADE PREPARATION 15,000 S.Y. 8178.69 1,550.00 9728.69 31'x450 13950-1550 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 UNDERGROUND DRAINAGE 0.00 A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. ####### 14,877.89 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 2,229.57 2,229.57 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 PAVEMENT 3,222.28 A37 HMA CL.1/2 IN.PG 64-22 7,445 TON 4,182.07 4,182.07 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 271.70% o ADJUSTMENT 271.70/° A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% ° ADJUSTMENT 0.00/o A41 COMPACTION PRICE 1 CALC. 0.00% ° ADJUSTMENT 0.00/o Page 2 of 8 WEEKLY QUANTITY REPORT 41/ 1)0 CITY OF RENTON Gray 8zQ L.rrke,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 09/10/22 CONTRACTOR Item Bid Prey. 9/5 9/6 9/7 9/8 9/9 9/10 Total No. Description Qty.. Unit Total M 1' W T F S . toyDi to Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN I L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 45.66% 45.66% A5 CONTRACTOR SURVEYING 1 L.S. 81.48% 81.48% A6 ADA FEATURES SURVEYING 1 L.S. 56.25% 56.25% A7 UTILITY POTHOLING 25 EA 30.00 30.00 A8 RESOLUTION OF UTILITY 1 FA 51.75% 51.75% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S, 70.66% 70:66% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 60.88% 60.88% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 60.88% 60.88% Al2 FLAGGERS 3,200 HR 4422.75 47.00 39.00 37.75 34.00 4580.50 A 13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 369.75 3.00 1.00 2.00 2.00 377.75 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 936.75 936.75 A15 PORTABLE CHANGEABLE 8,200 HR 4,245.00 4,245.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 10511.25 48.00 48.00 48.00 48.00 48.00 48.00 10799.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.83 0.83 A19 REMOVING DRAINAGE 9 EACH 7.00 7.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 446.50 446.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON (gy8rc GS ) Zi ,, Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 09/03/22 CONTRACTOR Item Bid Prey. 8/29 8/30 8/31 9/1 9/2 9/3 Total i , No. Description Qty. Unit Total Al T W T ,,._ F. _ _ _S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN I L.S. 100.00% 100.00%_ A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S, 38.79% 6.87% 45,66% A5 CONTRACTOR SURVEYING 1 L.S, 78.65% 2.83% 81.48% A6 ADA FEATURES SURVEYING 1 L.B. 56.25% 56.25% A7 UTILITY POTHOLING 25 EA 30.00 30.00 AS RESOLUTION OF UTILITY 1 FA 51.75% 51.75% CONFLICTS COVID-19 HEALTH AND SAFETY A9 I L.S. 63.79% 6.87% 70.66% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 51.72°/u 9.16% 60.88% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 51.72% 9.16% 60.88% Al2 FLAGGERS 3,200 HR 4224.50 44.75 48,25 39.50 44.00 21.75 4422.75 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 346.25 7.50 6.00 3.00 3.00 4.00 369.75 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 664.50 272.25 936.75 A15 PORTABLE CHANGEABLE 8,200 HR 4,245.00 4,245.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE OFFICER 80 HR 0.00 0.00 A17 SEQUENTIAL ARROW SIGN 15,000 HR 10175.25 48.00 _ 48.00 48.00 48.00 48.00 48.00 10463.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.72 0.11 0,83 6O7x8.5'=573.27sgyds=.1184 acres A19'REMOVING DRAINAGE 9 EACH 7.00 STRUCTURE 7.00 A20 REMOVING STORM SEWER PIPE 230 L.F, 446.50 446.50 - Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Camay(SirOsba> e,Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% o OBSTRUCTIONS100.00% Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON a.y Oeb4> e,Inc,. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/29 8/30 8/31 9/1 9/2 9/3 Total ) n0, Description - QU;,.,,_Knit Total, M T W T F ); S d :Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 501.66 SIDEWALK SOL66 A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 953.50 953.50 AND GU 1'1"ER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. PAVEMENT 1,310 S.Y. 1,308.73 1,308.73 removed asphalt at 10th A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 3,979.96 3,979.96 A27 GRAVEL BORROW INCL.HAUL 530 TON 2,934.86 69.94 61.96 _ 3,066.76 A28 UNSUITABLE FOUNDATION 430 C.Y. 181.92 181.92 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 7,750.65 428.04 8178.69 A30 WATER 200 MGAL 0.00 0,00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 B INCL.HAUL 0.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 7,427.56 7,450,33 14,877.89 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 2,229.57 2,229.57 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 3,222 28 work zone b and fire hyds,Storm crossing work PAVEMENT zone c A37 HMA CL.1/2 IN.PG 64-22 7,445 TON 4,171.93 10.14 4,182 07 asphalt patching around iron,and berm for two school entrances A38 ROADWAY CORE 10 EACH- 0.00 0.00 ASPHALT COST PRICE A39 ADJUSTMENT1 CALC. 35.30% 236.40% 271.70% A40 SOB MIX COMPLIANCE PRICE I CALC. 0.00% o ADJUSTMENT0.00/o COMPACTION PRICE A4I ADJUSTMENT 1 CALC. 0.00% 0.00% Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Grey Oaebome, L . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/29 8/30 8/31 ! 9/1 9/2 9/3 Total Description qty. 'Ix.411l :VI T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 132.81 132.81 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 83.50 83.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 2,858.40 2,858.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F, 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0,00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 DIAM. A49 CONCRETE INLET 1 EACH 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACH 25.00 25.00 A51 CATCH BASIN TYPE IL 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2,00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 1.00 1.00 2.00 12th added eb A55 ADJUST VALVE BOX 18 EACH 15.00 17.00 32.00 12 water,5 gas A56 ADJUST MANHOLE 5 EACH 2.00 2.00 4.00 1 sewer nth 12th, sewer mh 10th A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 10,00 10.00 FILL _ Deleted via Change Order No 18 A61 SHORING OR EXTRA EXCAVATION CLASS B 750 S.P. 0.00 0.00 A62 TELEVISION INSPECTION 1 L.S. 85.06% 85.06% A63 EROSION CONTROL AND WATER 1 L.S. 51.72% 9.16% 60.88% POLLUTION PREVENTION Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Ciil xy- c3zOsborn.e, Inc- CONSULTING AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/29 8/30 8/31 9/1 9/2 9/3 Total No. Description Qty. Unit Total M T W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 2,538.00 354.00 253.00_ 3.145.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 SEEDING,FERTILIZING,AND A66 MULCHING 970 SY 0.00 0.00 A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 - A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 3,792.00 3,792.0 AND GU 11 ER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CUCEMENT CONC.PEDESTRIAN 145 L.F. 168.50 168.5 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 113.76 113.76 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.0 'TYPE 1 A79 RAISED PAVEMENT MARKER 3 IIUND 0.00 0.0 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE ANT)COVER 2 EACH 0.00 0.0 A82 CEMENT CONC.SIDEWALK 1,810 S.X. 1,389.22 1,389.22 A83 CEMENT CONC. CURB RAMP TYPE 11 EACH 9.00 9.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.0 SINGLE DIRECTIONAL • A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 50.66% 6.06% 56.72% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% REMOVING PAVEMENT A87 1 L.S. 10.00% 10.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 5 of 9 WEEKLY QUANTITY REPORT 4500 CITY OF RENTON C`ar. y&0teLcx, e,Ir . DUVALL AVENUE NE C ONSUL11NG ENGINEERS G&O#20593 Item Prey. I f1/29 8/30 8/31 9/1 9/2 9/3 Total ,No. Description Qjr,.. Unit Total M T W T F S to Date Comments A89 PAIN"1ED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 MARKING-SHORT DURATION0.00 A96 FUEL COST ADJUSTMENT 1 CALC. 51.23% 52.27% 103.50% A97 STEEL COST ADJUSTMENT 1 CALC, 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 L.S. 100.00% o REINSTATE RETAINAGE €00.00% CO No.1 AI00 TRIPLE TREE REMOVAL 1 L.S. 100.00% 100.00% CONo.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 CSTC 790.17 CO No.5,CO No.6 A102 WATER CONTROL 1 F.A. 66.71% _ 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 L.S. 100.00% 100.00% CONo.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 944.00 944.00 CO No.8 A106 FO RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 CO No.19 A107 MULTI STEM TREE REMOVAL 1 L.S. 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% o DEVICES 48.38/o CO No.11 SIGNAL MODIFICATION A109 ASSISTANCE 1 FA 63.00% 63.00% CO No.11 REMOVE STORM PIPE IN LIEU OF A110 ABANDON WITH CDF 1 L.S. 0.00% 1.00 100.00% 0 A112 EXPANSION JOINTS FOR WALLS CO No.l9 IN WZB AND WZD 170 LF 0.00 18.00 18.00 ex pansions j Dints for wall in work zone b Page 6 of 9 WEEKLY QUANTITY REPORT 4010 CITY OF RENTON C:ii y&Cigbo e, I>L�. DUVALL AVENUE NE CONSUL11NO ENGINEERS G&O 024593 lx m Prey. 8/29 8/30 8/31 911 9/2 I 9/3 Total t�hl Description _Qty. Unit Total 6T T «' T F S to hate Comments SCHEDULE B-WATER MAIN MOBILIZATION AND DEMOLITION (NOT TO EXCEED B1 10%OF TOTAL OF BID 1 L.S. 80.00% 80.00% SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 96.00% 96.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FT1'I INGS 20 L.F. 24.45 32 56.45 AND POLYETHYLENE ENCASEMENT co.17 FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Cay&091,xe,Imo. DUVALL AVENUE NE CONSULTING ENGINEERS �'ilQLO#20593 Item Prey. 8/29 8/30 8/31 9/1 912 9/3 Total No. Description _,wQty. Unit TotaLl,, 11I T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES co 17 B 13 > <�j�� "�---- B14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B 15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1 00 GATE VALVE ASSEMBLY B 16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B 17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B i 8 EXISTING WATER MAIN 7.0 EACH 6.00 6.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B 19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND I'ESC)PLAN 1 L.S. 96.00% 96.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY 16- WATER MAIN CONFLICT 1 F.A. 0.00% 132% 132% B22 RESOLUTION 17- MODULAR BLOCK WALL AND 1 L.S. 0.00% 20,00% 20.00% B23 SURVEY FOR FH Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Ci ay 8z C]sborne, DUVALL AVENUE NE CQNSULnNG ENGIACERr G&O#20593 Item Prey. 8/29 8/30 8/31 9/1 9/2 9/3 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN I L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 2.00 2.00 4'8"x7'0"x5'8" INSTALL VAULT-PSE TYPE C7 1 EACH 0.00 0.00 5'3"x2'3"x2'9„ C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN, 30 L.P. 203.00 203.00 DIAIMI,-PSE C10 INSTALLIT PIPE-3 IN, 270 L.F. 36.00 36.00 DIAM.-PSE Cl i INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,351.50 2,351.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 80.00 80.00 DIAM. -PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. Eves [No COPIES TO: GRAY&OSBORNE,INC, HIL VAN EARWAGE CITY OF RENTON RESIDENT 1NSPF 'TOR(Signature) DATE: 9/3/2022 REPORT NO.: Week 35 Page 9 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE Gray CkshoralL ,Irmo. CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 08/27/22 CONTRACTOR Item Bid Prey. 8/22 8/23 8/24 8/25 8/26 8/27 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SI'CC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 38.79% 38.79% A5 CONTRACTOR SURVEYING 1 L.S. 78.65% 78.65% A6 ADA FEATURES SURVEYING 1 L.S. 56.25% 56.25% A7 UTILITY POTHOLING 25 EA 30.00 30.00 A8 RESOLUTION OF UTILITY 1 FA 51.75% 51.75% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 63.79% 63.79% PLAN A10 OTHER TEMPORARY TRAFFIC l L.S. 51.72% 51.72% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 51.72% 51.72% Al2 FLAGGERS 3,200 HR 4011.50 27.50 49.50 43.25 54.75 38.00 4224.5 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 325.75 2.00 2.00 1.00 7.00 8.5 346.25 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 664.50 664.50 A15 PORTABLE CHANGEABLE 8,200 HR 4,245.00 4,245.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 9,839.25 48.00 48.00 48.00 48.00 48.00 48.00 10,127.25 Al8 CLEARING AND GRUBBING 0.7 ACRE 0.72 0.72 REMOVING DRAINAGE A19 9 EACH 7.00 7.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 446.50 446.50 A21 REMOVAL OF STRUCTURES AND ] L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT 165140 CITY OF RENTON Gray 8z Osborrie�]uc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prev. 8/22 8/23 I 8/24 8/25 8/26 I 8/27 Total No. Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 501.66 501.66 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 953.50 953.50 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,308.73 1,308.73 PAVEMENT removed asphalt at loth A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 3,979.96 3,979.96 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 2,934.86 2,934.86 A28 UNSUITABLE FOUNDATION 430 C.Y. 181.92 181.92 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 7,750.65 7,750.65 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 7,427.56 7,427.56 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 2,229.57 2,229.57 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 3,222.28 3,222.28 work zone b and fire hyds.Storm crossing work PAVEMENT zone c A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 4,171.93 4,171.93 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 35.30% 35.30% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 • COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Casey 8�Os16c.), ,, I DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/22 8/23 8/24 8/25 8/26 8/27 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 132.81 132.81 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 83.50 83.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 2,858.40 2,858.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN. DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST. STORM SEWER PIPT 10 L.P. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 DIAM. A49 CONCRETE INLET 1 EACH 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACH 25.00 25.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 1.00 1.00 A55 ADJUST VALVE BOX 18 EACH 0.00 15.00 15.00 A56 ADJUST MANHOLE 5 EACH 0.00 2.00 2.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 10.00 10.00 A60 FILLING PIPE WITH CDF 42 C.Y. 42.00 42.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 85.06% 85.06% A63 EROSION CONTROL AND WATER 1 L.S. 51.72% 51.72% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT gat* CITY OF RENTON GY-ay ar(Daborze,Iiac DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/22 8/23 8/24 8/25 8/26 8/27 Total No. Description Qty. Unit Total M T W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 2,538.00 2,538.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING I L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM I L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM I L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 3,792.00 3,792.0 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 168.50 168.5 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 113.76 113.76 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.0 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.0 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 1,389.22 1,389.22 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 9.00 9.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 50.66% 50.66% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT I L.S. 10.00% 10.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT 41151* CITY OF RENTON Gray&Q bowie,Imo. DUVALL AVENUE NE CONSUL11NG ENGINEERS G&O#20593 Item Prey. 8/22 8/23 8/24 8/25 8/26 8/27 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 51.23% 51.23% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 LS 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A100 TRIPLE TREE REMOVAL I LS 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A 102 WATER CONTROL 1 FA 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone c A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 944.00 944.00 CO No.8 A106 FERM ATE Ll2 FOUNDATION 1 FA 1.85 1.85 O CO No.19 A107 MULTI STEM TREE REMOVAL I LS 1.00 1.00 CO No.10 A108 ADDITIONAL CHANNELIZATION I FA 48.38% 48.38% DEVICES CO No.11 A109 SIGNAL MODIFICATION 1 FA 63.00% 63.00% ASSISTANCE CO No.11 Imo Prey. 8/22 8/23 8/24 8/25 8/26 8/27 Total Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Qz y& i 1>ori , L . DUVALL AVENUE NE CONSULTING EN.ANEERS G&O#20593 MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 96.00% 96.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH 136 RESTRAINED-JOINT FITTINGS 20 L.F. 24.45 24.45 AND POLYETHYLENE ENCASEMENT Page 6 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Grey Bz Osbo�e, DUVALL AVENUE NE C ONSULflNG ENGINEERS G&O#20593 Item Prey. 8/22 8/23 8/24 8/25 8/26 8/27 Total No. Description Qty. Unit Total \I T W T F S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDmONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 B14 FURNISH AND INSTALL 8-INCI I 2 EACH 2.00 2 00 GATE VALVE ASSEMBLY B l5 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B 16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B 17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 . WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT 405110 CITY OF RENTON GY—y�O0bo e,Imo. DUVALL AVENUE NE C ONSULIING ENGINEERS G&O#20593 Item Prey. 8/22 8/23 8/24 8/25 8/26 8/27 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 6.00 6,00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN I L.S. 96.00% 96.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Grey Osbo»e,I DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/22 8/23 8/24 8/25 8/26 8/27 Total No. Description Qty. Unit Total :NI to Date Comments SCHEDULE C-UNDERGROUND UTILITIES CI SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 .LATERAL TRENCH 1,150 L.F. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 2.00 2.00 4'8"x7'0"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" • C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 203.00 DIAM.-PSE INSTALL CONDUIT PIPE-3 IN. CI 270 L.F. 36.00 36.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,351.50 2,351.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 80.00 80.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. 1 Yes -1 No COPIES TO: GRAY&OSBORNE,INC. JOE NERLFI CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 8/27/2022 REPORT NO.: Week 34 Page 9 of 9 4. WEEKLY QUANTITY REPORT CITY OF RENTON C�ay& Oabo>rr>Le,Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 08/20/22 CONTRACTOR Item Bid Prey. 8/15 8/16 8/17 8/18 8/19 8/20 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 38.79% 38.79% A5 CONTRACTOR SURVEYING 1 L.S. 78.65% 78.65% A6 ADA FEATURES SURVEYING 1 L.S. 56.25% 56.25% A7 UTILITY POTHOLING 25 EA 30.00 30.00 A8 RESOLUTION OF UTILITY 1 FA 51.75% 51.75% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 63.79% 63.79% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 51.72% 51.72% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 51.72% 51.72% Al2 FLAGGERS 3,200 HR 3774.75 79.00 73.00 67.50 17.25 4011.50 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 288.75 5.00 3.00 6.00 23.00 325.75 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 664.50 664.50 A15 PORTABLE CHANGEABLE 8,200 HR 4,084.00 48.00 48.00 48.00 17.00 4,245.00 MESSAGE SIGN PCMS turn off on 8/18 at 10:30am A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 9,503.25 48.00 48.00 48.00 48.00 48.00 48.00 9,791.25 A 18 CLEARING AND GRUBBING 0.7 ACRE 0.72 0.72 A19 REMOVING DRAINAGE 9 EACH 7.00 7.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 446.50 446.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT lab CITY OF RENTON GY-ey SrOebo�rria,Irmo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/15 8/16 8/17 8/18 8/19 8/20 Total No. Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 501.66 501.66 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 953.50 953.50 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 1,308.73 1,308.73 PAVEMENT removed asphalt at 10th RA26 NOWAY EXCAVATION INCL. 6,850 C.Y. 3,979.96 3,979.96 AUL A27 GRAVEL BORROW INCL.HAUL 530 TON 2,934.86 2,934.86 A28 UNSUITABLE FOUNDATION 430 C.Y. 181.92 181.92 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 7,750.65 7,750.65 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 7,427.56 7,427.56 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2 583 TON 2,229.57 2,229.57 Prey.Total adjusted to include missing ticket of COURSE 32.55 TN A36 PLANING BITUMINOUS A36 S.Y. 3,222.28 3,222 28 work zone b and fire hyds.Storm crossing work PAVEMENT zone c A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 621.32 1,426.20 1,183.02 941.39 4,171.93 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 35.30% 35.30% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON �gy&Clebc.k. ,Irmo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/15 8/16 8/17 8/18 8/19 8/20 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 132.81 132.81 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 83.50 83.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 2,858.40 2,858.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN. DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 DIAM. A49 CONCRETE INLET 1 EACH 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACH 25.00 25.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 10.00 10.00 A60 FILLING PIPE WITH CDF 42 C.Y. 42.00 42.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 85.06% 85.06% A63 EROSION CONTROL AND WATER 1 L.S. 51.72% 51.72% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON fey�sae�> e,Irmo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/15 8/16 8/17 8/18 8/19 8/20 Total No. Description Qty. Unit Total M T W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 2,538.00 2,538.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. i 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 3,792.00 3,792.0 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 168.50 168.5 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.0 A77 CEMENT CONC. DRIVEWAY 160 S,Y. 113.76 113.76 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.0 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.0 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 1,389.22 1,389.22 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 9.00 9.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE I L.S. 50.66% 50.66% A86 PERMANENT SIGNING I L.S. 10.00% 10.00% A87 REMOVING PAVEMENT I L.S. 10.00% 10.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray 8z Osborrie,Inc. DUVALL AVENUE NE CONSUI.nNG ENGINEERS G&O#20593 Item Prey. 8/15 8/16 8/17 8/18 8/19 8/20 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION _ A96 FUEL COST ADJUSTMENT 1 CALC. 51.23% 51.23% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 LS 100.00% 100.00% REINSTATE RETAINAGE CO No.I A100 TRIPLE TREE REMOVAL 1 LS 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 FA 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CO No.6 _ CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 501.75 501.75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 944.00 944.00 CO No.8 A106 RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 FORM CO No.I9 A107 MULTI STEM TREE REMOVAL 1 LS 1.00 1.00 CO No.I0 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% 48.38% DEVICES CO No.11 SIGNAL MODIFICATION A109 1 FA 63.00% 63.00% ASSISTANCE CO No.11 Item Prey. 8/15 8/16 8/17 8/18 8/19 8/20 Total No. Description Qty. Unit Total M 'I' W T F S to Date Comments SCHEDULE B-WATER MAIN Page 5 of 9 WEEKLY QUANTITY REPORT lab CITY OF RENTON GY-ay&€ 6c me,I DUVALL AVENUE NE CONSULTNG ENGINEERS G&O#20593 MOBILIZATION AND 1 B1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 96.00% 96.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.48 1,090.48 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 24.45 24.45 AND POLYETHYLENE ENCASEMENT Page 6 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray&Oabo»e,Inc DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/15 8/16 8/17 8/18 8/19 8/20 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 B14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH I EACH 1.00 1.00 GATE VALVE ASSEMBLY B 16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray�Osborri6j c.In DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/15 8/16 8/17 8/18 8/19 8/20 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 6.00 6.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 96.00% 96.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Grxm y&Osborne,Irmo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/15 8/16 8/17 8/18 8/19 8/20 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 2.00 2.00 4'8"x7'0"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 l'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 203.00 DIAM.-PSE C 10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 36.00 36.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,351.50 2,351.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 80.00 80.00 DIAM.-PSE C l3 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. Yes T No COPIES TO: GRAY&OSBORNE,INC. JOE NERLFI CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 8/20/2022 REPORT NO.: Week 33 Page 9 of 9 • WEEKLY QUANTITY REPORT CITY OF RENTON G,Ley Osborne, I>�. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 08/13/22 CONTRACTOR Item Bid Prey. 8/8 8/9 8/10 8/I1 8/12 8/13 Total No. Description Qty. Unit Total M I" \\" 1' F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION l L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 38.79% 38.79% A5 CONTRACTOR SURVEYING l L.S. 78.65% 78.65% A6 ADA FEATURES SURVEYING 1 L.S. 56.25% 56.25% A7 UTILITY POTHOLING 25 EA 30.00 30.00 A8 RESOLUTION OF UTILITY 1 FA 51.75% 51.75% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 63.79% 63.79% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 51.72% 51.72% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 51.72% 51.72% Al2 FLAGGERS 3,200 HR 3,525.75 53.00 49.00 44.00 49.25 53.75 3774.75 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 266.25 1.50 1.00 13.00 3.00 4.00 288.75 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 664.50 664.50 A15 PORTABLE CHANGEABLE 8,200 HR 3,748.00 48.00 48.00 48.00 48.00 48.00 48.00 4,036.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 9,167.25 48.00 48.00 48.00 48.00 48.00 48.00 9,455.25 Al8 CLEARING AND GRUBBING 0.7 ACRE 0.72 0.72 A19 REMOVING DRAINAGE 9 EACH 7.00 7.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 446.50 446.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON G5L-8y 8EO19bo e,1 . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/8 8/9 8/10 8/11 8/12 8/13 Total No. Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 501.66 501.66 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 953.50 953.50 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 907.36 401.37 1,308.73 PAVEMENT removed asphalt at 10th A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 3,979.96 3,979.96 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 2,934.86 2,934.86 A28 UNSUITABLE FOUNDATION 430 C.Y. 181.92 181.92 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 7,750.65 7,750.65 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 7,427.56 7,427.56 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 2,197.02 32.55 2,229.57 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 2,623.86 598.42 3,222.28 work zone b and fire hyds.Storm crossing work PAVEMENT - zone c A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 621.32 621.32 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 35.30% 35.30% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray 8iCOsborne,Lac. DUVALL AVENUE NE CONSULTWG ENGINEERS G&O#20593 Item Prey. 8/8 8/9 8/10 8/11 8/12 8/13 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 113.05 19.76 132.81 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 83.50 83.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 2,858.40 2,858.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN. DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 DIAM. A49 CONCRETE INLET 1 EACH 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACH 25.00 25.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 I.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 10.00 10.00 A60 FILLING PIPE WITH CDF 42 C.Y. 42.00 42.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 85.06% 85.06% A63 EROSION CONTROL AND WATER 1 L.S. 51.72/° 51.72% POLLUTION PREVENTION ° Page 3 of 9 WEEKLY QUANTITY REPORT ilekb CITY OF RENTON 8y 8r Osbornc,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/8 8/9 8/10 8/11 8/12 8/13 Total No. Description Qty. Unit Total M to Date Comments A64 SILT FENCE 4,300 L.F. 2,538.00 2,538.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 3,792.00 3,792.0 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 168.50 168.5 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.0 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 113.76 113.76 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER I 1 HUND 0.00 0.0 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.0 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 1,389.22 1,389.22 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 9.00 9.0 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.0 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 50.66% 50.66% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 10.00% 10.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON �-ay�40sborne,Inc. DUVALL AVENUE NE G&O#20593 CONSULnNG ENGINEERS Item Prey. 8/8 8/9 8/10 8/11 8/12 8/13 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 51.23% 51.23% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 LS 100.00% 100.00% REINSTATE RETAINAGE CONo.i A100 TRIPLE TREE REMOVAL 1 LS 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 FA 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 497.75 4.00 501.75 bases work zone c A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 944.00 944.00 CO No.8 A106 RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 FORMCO No.19 A107 MULTI STEM TREE REMOVAL 1 LS 1.00 1.00 CO No.I0 A108 ADDITIONAL CHANNELIZATION 1 FA 48.38% 48.38% DEVICES CO No.11 A109 SIGNAL MODIFICATION 1 FA 63.00 ASSISTANCE °% 63.00% CO No.11 Item Prey. 8/8 8/9 8/10 8/11 8/12 8/13 Total No. Description Qty. Unit Total M 'I' W T F S to Date Comments SCHEDULE B-WATER MAIN Page 5 of 9 WEEKLY QUANTITY REPORT garb CITY OF RENTON �$y& QebcEne,Inn DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED I L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS I L.S. 96.00% 96.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH I,265 TON 1,090.48 1,090.48 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 24.45 24.45 AND POLYETHYLENE ENCASEMENT Page 6 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gi ay L• Osborne,Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 item Prey. 8/8 8/9 8/10 8/11 8/12 8/13 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.85 16.85 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 B14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.(10 GATE VALVE ASSEMBLY B 15 FURNISH AND INSTALL 12-INCH I EACH 1.00 1.00 GATE VALVE ASSEMBLY B 16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT 105> CITY OF RENTON Gray B�Coslborne, I»o. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/8 8/9 8/10 I 8/11 8/12 8/13 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 6.00 6.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH I EACH 1.00 LOU WATER SERVICE CONNECTION STORM WATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 96.00% 96.00 0 AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON 8y DSboe,L . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/8 8/9 8/10 8/11 8/12 8/13 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 2.00 2.00 4'8"x7'0"x5'8" INSTALL VAULT-PSE TYPE C7 1 EACH 0.00 0.00 5'3"x2'3"x2'9" C8 INSTALL VAULT-COMCAST TYPE I EACH 0.00 0.00 1'6"x3'0"PEDESTAL INSTALL CONDUIT PIPE-2 IN.C9 30 L.F. 203.00 203.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 36.00 36.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,351.50 2,351.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 80.00 80.00 DIAM.-PSE C 13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. Yes No COPIES TO: GRAY&OSBORNE,INC. PHIL VAN EARWAGE CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 8/13/2022 REPORT NO.: Week 32 Page 9 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON ,ay,ps, , l DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 08/06/22 CONTRACTOR R` i" ,,, rA,.,,,v4ro: , „ ,� x,,Ott I; . ,'� ,, , r x� Win, 'i1'? d'.d f r .�, 9 1 LF '1"°' { �c,Fm.. may,-;� * _ - • - - 1 . F ,m.2t.:..:.w...... � ...' ^". ..d.'..�9,'�- "�a1 8 ^t"^���r��#@.h:., .�_iod 4 .F". .fig''4:..'.. ...kw,T° , y I%: .4 1 , i) `.�i�,' mid)i SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN I L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 38.79% 38.79% A5 CONTRACTOR SURVEYING 1 L.S. 78.65% 78.65% A6 ADA FEATURES SURVEYING 1 L.S. 56.25% 56.25% A7 UTILITY POTHOLING 25 EA 30.00 30.00 AS RESOLUTION OF UTILITY 1 FA 51.75% o CONFLICTS 51.75/o COVID-19 HEALTH AND SAFETY A9 1 L.S. 63.79% 6379% PLAN . A10 OTHER TEMPORARY TRAFFIC 1 L.S. 51.72% 51.72% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 51.72% 51.72% Al2 FLAGGERS 3,200 HR 3,267.00 56.00 61.25 47.50 49.50 44.50 3,525.75 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 249.25 4.00 4.00 7.50 1.00 0.50 266.25 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 664.50 664.50 A15 PORTABLE CHANGEABLE 8,200 HR 3,412.00 48.00 48.00 48.00 48.00 48.00 48.00 3,700.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE OFFICER 80 HR 0.00 0.00 A17 SEQUENTIAL ARROW SIGN 15,000 HR 8,831.25 48.00 48.00 48.00 48.00 48.00 48.00 9,119.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.72 0.72 A19 REMOVING DRAINAGE 9 EACH 7.00 STRUCTURE 7.00 A20 REMOVING STORM SEWER PIPE 230 L.F. 446.50 446.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% o OBSTRUCTIONS 100A0/°Page 1 of 9 WEEKLY QUANTITY REPORT 44alb0 CITY OF RENTON Gray 8r Omborrz4, Lac. DUVALL AVENUE NE CONSULTNG ENGINEERS G&O#20593 Itctn Prey. 8/1 8/2 8/3 8/4 8/5 8/6 Total No. Description Qty. Unit Total NI T AN T F S to Date Comments A22 REMOVING CEMENT CONC. SIDEWALK 570 S.Y. 501.66 501.66 A23 REMOVING CEMENT CONC.CURB 15k5'—sidewalk removed on 12th AND GUTTER 1,215 L.F. 953.50 953.50 15 curb on 12th A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. PAVEMENT 1,310 S.Y. 880.70 26.66 907.36 A26 ROADWAY EXCAVATION INCL. fire hyd,Trench on loth HAUL 6,850 C.Y. 3,979.96 3,979.96 A27 GRAVEL BORROW INCL.HAUL 530 TON 2,934.86 2,934.86 A28 UNSUITABLE FOUNDATION EXCAVATION INCL.HAUL 430 C.Y. 181.92 181.92 A29 SUBGRADE PREPARATION 15,000 S.Y. 7,750.65 _ 7,750.65 A30 WATER 200 MOM. 0.00 0.00. A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 60 S.Y. 0.00 0.00 A34 ASPHALT PULVERIZATION FOR USE AS RECYCLED PAVEMENT I5,000 S.Y. 7,427.56 7,427.56 A35 CRUSHED SURFACING TOP COURSE 2,583 TON 1,806.82 129.97 121.01 47.53 91.69 2,197.02 A36 PLANING BITUMINOUS PAVEMENT 3,500 S.Y. 2,623.86 2,623.86 A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 621.32 621.32 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE ADJUSTMENT I CALC. 35.30% 35.30% A40 JOB MIX COMPLIANCE PRICE ADJUSTMENT 1 CALC. 0.00% 0.00% A41 COMPACTION PRICE ADJUSTMENT 1 CALC. 0.00% 0.00% Page 2 of 9 WEEKLY QUANTITY REPORT 465/0 CITY OF RENTON Gore.,"t3�Qsbar�e L . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Pro'. 8/1 8/2 8/3 8/4 8/5 8/6 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 113.05 113.05 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F.F. 83.50 4 IN.DIAM. 83.50 A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 2,858.40 PIPE 12 IN.DIAM. 2;858.40 A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 PIPE 18 IN.DIAM. 0.00 A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 PIPE 241N.DIAM. 66.70 A47 TR. 1 ST.STORM SEWER PIPE 12 IN.DIAM. 10 L.F. 0.00 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 DIAM, 296.10 A49 CONCRETE INLET 1 EACH 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACII 25.00 25.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACII 7.00 STRUCTURE 7.00 A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0,00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL REPLACEMENT 1 EACH 1.00 1.00 A58 TRENCH DRAIN 50 _ L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 10.00 10.00 A60 FILLING PIPE WITH CDF 42 C.Y. 42.00 42.00 A61 SHORING OR EXTRA 750 S.F. 0.00 EXCAVATION CLASS B 0.00 A62 TELEVISION INSPECTION I L.S. 85.06% 85.06% EROSION CONTROL AND WATER A63 POLLUTION PREVENTION 1 L.S. 51.72% 51.72% Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Cmy Sz Osborrae, Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/1 8/2 8/3 8/4 8/5 8/6 Total No. Description Qty. Unit Total M T W T F S ko.Date Comments A64 SILT FENCE 4,300 L.F. 2,538.00 2,538.0u A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND MULCHING 970 SY 0.00 0.00 A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 IRRIGATION SYSTEM A71 RESTORATION 1 L.S. 0.00% 0.00% A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB - - AND GU1'I'ER 4,615 L.F. 3,767.50 24.50 3,792.0 A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 146.50 146.5 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 136.00 32.50 CURB 168.5 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.0 A77 CEMENT CONC.DRIVEWAY ENTRANCE TYPE 1 160 S.Y. 86.54 27.22 113,76 RAA78 TYPED PAVEMENT MARKER 11 HUND 0.00 0.0 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.0 TYPE 2 MO CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.0 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.0 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 1,244.35 144 87 1389.22 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 7.00 2.00 PARALLEL 9.0 2 at 12th A84 CEMENT CONC.CURB RAMP TYPE SINGLE DIRECTIONAL 1 EACH 0.00 0.0 A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 50.66% 50.66% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% REMOVING PAVEMENT A87 MARKINGS 1 L.S. 10.00% 10.00% A88 PAINT LINE 12,300 L.F. 0,00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Glue y psborrie, Lac. DUVALL AVENUE NE GONSUL7iNG ENGINEERS G&O#20593 Item Prev. 8/1 8/2 8/3 8/4 8/5 8/6 Total No. Description Qty. Unit Total M T W T F S : to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 MARKING-SHORT DURATION 0.00 A96 FUEL COST ADJUSTMENT 1 CALC. 51.23% 51.23% A97 S FEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 - A99 CONTRACT CORRECTION TO 1 LS 100.00% o REINSTATE RETAINAGE 100.00/o CO No.1 A100 TRIPLE TREE REMOVAL 1 LS 100.00% 100.00%. CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 CSTC 790.17 CO No.5,CO No.6 A102 WATER CONTROL 1 FA 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CO No.6 CEMENT CONCRETE PRICE sidewalk and driveways work zone e,street light A104 ADJUSTMENT FOR WORK ZONES 214 CY 452.25 38.50 7.00 497,75 bases work zone e A AND C 285.75 To Date for PP8 A105 SIDEWALK-WALL FOOTING 1455 LF 934.00 10.00 944.00 CONo,8 A106 FORM ATE L12 FOUNDATION 1 FA 1.85 1.85 CO No.19 A107 MULTI STEM TREE REMOVAL 1 LS 1.00 1.00 CO No.10 ADDITIONAL CHANNELIZATION A108 DEVICES 1 FA 48.38% 48.38% CO No.l l A109 SIGNAL MODIFICATION 1 FA 63.00% o ASSISTANCE 0 0 CO No.11 4 0 '.:r , t'�l + 1.. iF t `.M ' - d '� :J•.�t. ..5 ,' �F',4 •4 -�i'y, „ r y .� '4 <.., �;y, .• i �t, t''ttt ` �- � �,: A 1 1 t'41 -ti, s r~:;,;a. f-t+r,,-.; 'rti' l r Tyr. ',� .a..;' •'. },.1...., ),4..:#.Z. wiii,ri,� . I :" t t n{' } 4-.�N :r�.. ''4": f, '''i ,.' `G-.Y�.. L' .. r �•r a::- ` t•`x� ,fir.+ ,.� Fa r , �k!Ft�i .r '. . 1 -` ,.A : . r,., �t='.r �++�.:•.' f �tf- i'f�,..,.''�',•,•�,ti..- �"1 liit�l��5;� ".,.t` .:,.r�`:-'. SCHEDULE B-WATER MAIN Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray&Osborne,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 MOBILIZATION AND DEMOLITION (NOT TO EXCEED B1 10%OF TOTAL OF BID 1 L.S. 80.00% 80.00% SCHEDULE B) B2 TRENCH SAFETY SYSTEMS I L.S. 96.00% 96.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,041.19 49.29 BACKFILL1,090.48 fire hyd.Crossing at loth. B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 24.45 24.45 AND POLYETHYLENE ENCASEMENT Page 6 of 9 WEEKLY QUANTITY REPORT i CITY OF RENTON c gy& e,, . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/1 8/2 8/3 8/4 8/5 8/6 Total No. Description Qty. Unit Total NI T W T F S to Date_� Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62,95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 16.52 0.33 16.85 ANCHOR BLOCKS 35c1 55c2'=3=.33 cyds B 11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 — �. B 14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B 15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B 16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON G=ey O$l,ar,S,, I� DUVALI,AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 8/I R/2 8/3 8/4 8/5 8/6 Total No. Description Qty. Unit Total M T >i S to Date Comments, FURNISH AND INSTALL FIRE �" HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN INCLUDING WET TAP BY 7.0 EACH 5,00 1.0+? 6.00 APPROVED WET-TOP CONTRACTOR install fire hyd.At 10th and Duvall FURNISH AND INSTALL 1-INCH B 19 1 EACH 1.00 WATER SERVICE CONNECTION 1.00 STORMWATER POLLUTION B20 PREVENTION(AND 11,SC)PLAN 1 L.S. 96.00% 96.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY Page 8 of9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Qsbca-x e,Inc. DUVALL AVENUE NE C ONSUI1ING ENGINEERS G&O#20593 Item Prev. 8/1 8/2 8/3 814 8/5 8/6 Total No. Description Qty. Unit Total AI T NV T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669,00 669.00 , INSTALL VAULT-PSE TYPE 2 EACH 0.00 2'6"x2'6"x2'0" 0.00. C6 INSTALL VAULT-PSE TYPE 4 EACH 2.00 4'8"x7'0"x5'8" 2,00 C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 5'3"x2'3"x2'9" 0.00 C8 INSTALL VAULT-COMCAST TYPE 1'6"x3'0"PEDESTAL 1 EACH 0.00 0.00 C9 INSTALL CONDUIT PIPE-2 IN. DIAM.-PSE 30 L.F. 203.00 203.00 C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 36.00 DIAM.-PSE 36.00 C11 INSTALL CONDUIT PIPE-4 IN. DIAM.-PSE 3280 L.F. 2,351.50 2,351.50 C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 80.00 DIAM.-PSE 80.00 C 13 INSTALL CONDUIT PIPE-4 IN. 180 L.F, 195.00 DIAM.-COMCAST 195.00 Reviewed Contractor's Record Drawings for conformity with fieldwork. DYes ❑No VI%.."---,./— COPIES TO: GRAY&OSBOIZNE,INC. L V EARWAG CITY OF RENTON RESIDENT INSPECTOR(S ature) DATE: 8/6/2022 REPORT NO.: Week 31 Page 9 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray& C�al.orrie,I>�. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 07/30/22 CONTRACTOR Item Bid Prey-. 7/25 7/26 7/27 7/28 7/29 7/30 Total No. Description Qty. Unit Total ) M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 33.06% 5.73% 38.79% A5 CONTRACTOR SURVEYING 1 L.S. 69.50% 9.15% 78.66% A6 ADA FEATURES SURVEYING 1 L.S. 43.75% 12.50% 56.25% A7 UTILITY POTHOLING _ 25 EA 30.00 30.00 A8 RESOLUTION OF UTILITY 1 FA 41.85% 9.90% 51.75% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 58.06% PLAN 5.73% 63.79% A10 OTHER TEMPORARY TRAFFIC 1 L.S. 44.08% o 0 CONTROL 7.64/0 51.72/o All TRAFFIC CONTROL SUPERVISOR 1 L.S. 44.08% 7.64% 51.72% Al2 FLAGGERS 3,200 HR 3050.50 52.00 38.50 48.50 38.50 39.00 3267.00 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 239.0 2.75 2.50 1.50 2.50 1.00 249.25 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 664.5 664.5 AIS PORTABLE CHANGEABLE 8,200 HR 3,076.00 48.00 48.00 48.00 48.00 48.00 48.00 3,364.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 8,495.25 48.00 48.00 48.00 48.00 48.00 48.00 8,783.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.72 0.72 A19 REMOVING DRAINAGE 9 EACH 7.00 7.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 446.50 446.50 A21 REMOVAL OF STRUCTURES AND I L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT 405100 CITY OF RENTON DUVALL AVENUE NE dray.ESt C)®borne,Inc. y� CONSUL11NG ENGINEERS G&O#20593 Item Prey. 7/25 7/26 7/27 7/28 7/29 7/30 Total No. Description Qty. Unit Total M T 4i' T F S to, ante-4..�. ,,.. ..._ .,Comments A22 REMOVING CEMENT CONC. 570 S.Y. 493.33 8.33 501.66 SIDEWALK 15'x5'=sidewalk removed on 12th REA23 MOVING CEMENT CONC.CURB 1,215 L.F. 938.50 15.00 953.50 AND GUTTER 15 curb on 12th A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 880.70 $80.70 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 1,677.96 2302 3979.96 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 2,934.86 2,934.86 A28 UNSUITABLE FOUNDATION 430 C.Y. 147.48 10.00 24.44 181.92 18'x15'xl'=270=10 sta.909+04, EXCAVATION INCL.HAUL _66'x10'xl=660=24.44 A29 SUBGRADE PREPARATION 15,000 S.Y. 5956.65 1,794.00 7750.65 897'xl8'=16146=1794 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 7,427.56 7,427.56 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 1275.51, 137.97 118.03 214.18 61.13 1806.82 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 2,623.86 2,623.86 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 621.32 621,32 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 35.01% o ADJUSTMENT 0.29/0 35.30% A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 WEEKLY QUANTITY REPORT 45170 CITY OF RENTON DUVALL AVENUE NE (3my Osborne, Lac.: G&O#20593 CONSULTING ENGINEERS Item Prey, 7/25 7/26 7/27 7/28 7/29 7/30 Total No. Description Qty. Unit Total M T W T F S to, ate,. Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 113.05 113.05 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 83.50 83.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 2,858.40 2,858.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN,DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 DIAM, A49 CONCRETE INLET I EACH 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACH 25.00 25.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5,00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT _ 13 EACH 10.00 10.00 A60 FILLING PIPE WITH CDF 42 C.Y. 42,00 42.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 85.06% 85.06% A63 EROSION CONTROL AND WATER 1 L.S. 44.08% 7.64% 51.72% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT 4050 CITY OF RENTON C -8y O®borrie,L1 . DUVALL AVENUE NE C ONSULTNG ENGINEERS G&O#20593 Item Prey. 7/25 7/26 7/27 7/28 7/29 7/30 Total No. Description Qty. Unit. Total 14I T F S_ to.Date Comments A64 SILT FENCE 4,300 L.F. 2,538.00 2,538.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 SEEDING,FERTILIZING,AND A66 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 3,761.50 6.00 3,767.5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 46.00 90.00 136.00 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 26.00 60.54 86.54 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.00 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 942.98 301.37 1,244.35 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 7.00 7.00 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 47.32% 3.34% 50.66% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 10.00% 10.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray& Osal rne,I� DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Irk t - - Prev. 7/25 7/26 7/27 7/28 7/29 7130 Total , I " `a, D.ecription Qty. Unit Total M T NV T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 23.33% 27.90% 51.23% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 CONTRACT CORRECTION TO A99 INSTATE RETAINAGE 1 LS 100.00% 100.00% CO No.1 A100 TRIPLE TREE REMOVAL 1 LS 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No,5,CO No,6 A102 WATER CONTROL 1 FA 66.71% 66.71% CONo.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CO No.7 CEMENT CONCRETE PRICE 285.75 To Date for PP8 A104 ADJUSTMENT FOR WORK ZONES 214 CY 369.25 70.00 11.00 2.00 -166.5 285.75 sidewalk and driveways work zone A AND C e,street light bases work zone e A105 SIDEWALK-WALL FOOTING 1455 LF 800.00 134.00 . 934.00 CO No.9 A106 RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 FORM CO No-10 Item' Prev. 7/25 7/26 7/27 7/28 7/29 7/30 Total No. , . . Pe crIption Qty. Unit Total M T NVT F 1 S to Date , Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 96.0% 96.0% Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE Gz ay&Osborne, I p_ �y C ONSULTNG ENGINEERS G&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,041.19 1,041.19 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 24.45 24.45 AND POLYETHYLENE ENCASEMENT Page 6 of 9 i WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE (3 ray$z Osborrie,L . G&O#20593 CON5UL11NG ENGINEERS L exit y f Prey. 7/25 7/26 7/27 7/28 7/29 7/30 Total Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 16.52 16.52 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B 13 -� B14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN - Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE Ciray'Sr Osi›ox-ra. ,Inc. CCNSUL1 NG ENGINEERS G&O#20593 Item Prey. 7/25 7/26 7/27 7/28 7/29 7/30 Total '` 1\o. Description Qty. Unit Total M T to Date Comments" FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON Bi 8 EXISTING WATER MAIN 7.0 EACH 5.00 5.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 96.00% 96.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 1.00 1.00 ASSEMBLY Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON c3 L Oosborne, L . DUVALL AVENUE NE GONSOLTNG ENGINEERS G&O#20593 Item Prey. 7/25 7/26 7/27 7/28 7/29 7/30 Total Description Qty. Unit Total Ni T T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES CI SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 2'6'x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 2.00 2.00 4'8"x7'0"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 1'6"x3`0"PEDESTAL INSTALL CONDUIT PIPE-2 IN, C9 DIAM.-PSE 30 L.F. 203.00 203.00 C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 36.00 36.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,351.50 2,351.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 80.00 80.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. aes [INC jayCOPIES TO: GRAY&OSBORNE,INC. VAN EARWAGE CITY OF RENTON RESIDENT INSPE (Signature) DATE: 7/30/2022 REPORT NO.: Week 30 Page 9 of 9 r T. WEEKLY QUANTITY REPORT 46t500 CITY OF RENTON CJsL e,I DUVALL AVENUE NE GGNSULTNG ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 07/23/22 CONTRACTOR Item Bid Prey. 7/18 7/19 7/20 7/21 7/22 7/23 Total No. Description Qty. Unit Total 14 T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUM I1*1TION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE.B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 33.06% 33.06% A5 CONTRACTOR SURVEYING 1 L.S. 69.50% 69.50% A6 ADA FEATURES SURVEYING 1 L.S. 43.75% 43.75% A7 UTILITY POTHOLING 25 EA 30.00 30.00 A$ RESOLUTION OF UTILITY 1 FA 41.85°/u 41.85% CONFLICTS CQVID-I9-HEALTH-AND-SAFE`I'Y A9 PLAN 1 L.S. 58.06% 58.06% A 10 OTHER TEMPORARY TRAFFIC 1 L.S. 44.08% 44.08% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 44.08% 44.08% Al2 FLAGGERS 3,200 HR 2804.75 51.50 60.25 52.50 41.50 40.00 3050.50 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 227.5 1.50 2.00 2.50 2.50 3.00 239.0 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 664.5 664.5 A15 PORTABLE CHANGEABLE 8,200 HR 2,740.00 48.00 48.00 48.00 48.00 48.00 48.00 3,028.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 8,159.25 48.00 48.00 48.00 48.00 48.00 48.00 8,447.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.72 0.72 A19 REMOVING DRAINAGE 9 EACH 7.00 STRUCTURE 7.00 A20 REMOVING STORM SEWER PIPE 230 L.F. 446.50 446.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% o OBSTRUCTIONS I00.00/o Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON c •ay&Osbom4 , Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#2059.3 .i I Item Prey. 7/18 7/19 7/20 7/21. 7/22 7/25 Total No. Description Qty. ,;wit Total M T W T F S to Date Comments t A22 REMOVING CEMENT CONC. 570 S.Y. 493.33 493.33 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 938.50 938.50 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 880.70 880.70 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 1,677.96 HAUL1,677.96 A27 GRAVEL BORROW INCL.HAUL 530 TON 2,934.86 2,934.86 A28 UNSUITABLE FOUNDATION 430 C.Y. 120.0 27.48 147.48 EXCAVATION INCL.HAUL 907+54=53'x145c1'=742=27.48 A29 SUBGRADE PREPARATION 15,000 S.Y. 5316.65 640.00 . 5956.65 906+80 to 910+50=360x16=5760=640.00 A3Q_WATER___ _200_._-MGAL --0.00.--.._-.. 0.00 _ __.. A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 B INCL.HAUL 0.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 UNDERGROUND DRAINAGE 0.00 A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 7,427.56 USE AS RECYCLED PAVEMENT 7,427.56 A35 CRUSHED SURFACING TOP 2,583 TON 1059.99 122.47 1275.51 COURSE 93.05 A36 PLANING BITUMINOUS 3,500 S.Y. 2,623.86 PAVEMENT 2,623.86 A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 621.32 621.32 A38 ROADWAY CORE , 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 35.01% ADJUSTMENT 35.01% JOB MIX COMPLIANCE PRICE A40 ADJUSTMENT 1 CALC. 0.00% 0.00% COMPACTION PRICE A41 ADJUSTMENT 1 CALC. 0.00% 0.00% Page 2 of 9 P WEEKLY QUANTITY REPORT CITY OF RENTON Grx�.y Sz ps•6oriae, DUVALL AVENUE NE G ONSULTING ENGINEERS G&O#20593 Item Pres. 7/18 7/19 7/20 7/21 7/22 7/23 ! Total . No. Descri tion °' P Qty. Unit 'Total _ M T W T F S ;i , to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 113.05 RETAINING WALL 3A 113.05 A43 SOLID WALL PVC STORM PIPE 190 L.F. 83,50 83.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 2,858.40 2,858.40 PIPE 12 IN.DIAM. POLYPROPYLENE STORM SEWER A45 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.16 DIAM. A49 CONCRETE INLET 1 EACH 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACH 25.00 25.00 A51 CATCH BASIN TYPE IL 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 _ 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT AS8 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 10.00 10.00 A60 FILLING PIPE WITH CDF 42 C.Y. 42.00 42.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 85.06% 85.06% A63 EROSION CONTROL AND WATER 1 L.S. 44.08% 44.08% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT 4500 CITY OF RENTON Cz,-.i y Usborzie,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 7/18 7/19 7/20 7/21 7/22 7/23 Total No. Description Qty. T,1;liiit :_ Total M T W T F S to Date Comments A64 SILL FENCE 4,300 L.F. 2,538.00 2,538.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 IRRIGATION SYSTEM A71 RESTORATION 1 L.S. 0.00% 0.00% A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 3,761.50 3,761.5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 CEMENT CONC.PEDESTRIAN A75 - --145- --L,F.- 46.00 46.00 CURB A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.X. 26.00 26.00 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 TYPE 1 0.00 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 TYPE 2 0.00 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 942.98 942.98 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 7.00 PARALLEL 7.00 A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 SINGLE DIRECTIONAL 0.00 A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 47.32% 47.32% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% REMOVING PAVEMENT A87 MARKINGS 1 L.S. 10.00% 10.00% A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON �iv-ey.SirO�bome, 'ac- DUVALL AVENUE NE C ONSULTNG ENGINEERS G&O#20593 Item Prey. 7/18 7/19 7/20 7/21 7/22 7/23 Total No, Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 _ 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 TEMPORARY PAVEMENT A95 MARKING-SHORT DURATION 31,500 L.F. 0.00 0.00 A96 FUEL COST ADJUSTMENT 1 CALC. 23.33% 23.33% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 LS 100.00% 100.00% REINSTATE RETAINAGE _ CO No.1 A100 TRIPLE TREE REMOVAL 1 LS 100.00% _ 100.00%_. CONo.3 _ -__ A]O1 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 FA 66.71% 66.71% CONo.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CO No.7 CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 369.25 369.25 A AND C curb pour wok zone e A105 SIDEWALK-WALL FOOTING 1455 LF 800.00 800.00 CO No.9 A106 RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 FORM CO No.10 Item Prey. 7/18 7/19 7/20 7/21 7/22 7/23 Total No. Description Qty. Unit Total Al T W T F S to Date Comments ..As,./ SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 86.00% 86.00% Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray �aba=7. , Inc. DUVALL AVENUE NE CONSULTNG ENGINEERS G&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL SELECT IMPORTED TRENCH 1,265 TON 1,d41.19 B4 BACKFILL 1,041.19 BS �— FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 24.45 24.45 AND POLYETHYLENE ENCASEMENT Page 6 of 9 s ! WEEKLY QUANTITY REPORT CITY OF RENTON Cray& Osborne, DUVALL AVENUE NE C ONSULENG ENGINEERS G&O 120593 Item Prey. 7/18 7/19 7/20 7i21 7/22 7/23 Total No. Description Qty. ,Unit Total M I W T F S to Date Coriimett FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.52 16.52 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 13.00 13.00 WATER FACILITIES B13 FURNISH AND INSTALL 8-INCH B14 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B 15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON ay Sz C)sborrae, Lac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O 420593 Item Prey. 7/18 7/19 7/20 7/21 7/22 7/23 Total No. Description Qty. Unit To„taf T W T F S to Date Comments FURNISH AND INSTALL FIRF, " HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 5.00 INCLUDING WET TAP BY 5.00 APPROVED WET-TOP CONTRACTOR Big FURNISH AND INSTALL 1-INCH 1 EACH 1.00 WATER SERVICE CONNEi;I'ION 1.00 STORM WATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L,S. 96.00% 96.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.50 0.50 1.00 ASSEMBLY finished blowoff assy. Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C -ey arOs-bor2Le,Lam. DUVALL AVENUE NE CONSULTING ENGINE-f G&O#20593 Item Prey. 7/18 7/19 7/20 7/21 7/22 7/23 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% I C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 INSTALL VAULT-PSE TYPE CS 2 EACH 0.00 Q,00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1.00 2.00 48 x70 x58 C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0,00 5'3"x2'3"x2'9" C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 1'6"x3'0"PEDESTAL 0.00 INSTALL CONDUIT PIPE-2 IN. 203.00 DIAM.=PSE______. C 10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 36.00 36,00 DIAM.-PSE INSTALL CONDUIT PIPE-4 IN. C 11 3280 L.F. 2,351.50 2,351.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 80.00 80.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. I80 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. Ares ❑No J COPIES TO: GRAY&OSBORNE,INC. L ( 1,EA V RWAGE CITY OF RENTON RESIDENT INSPECTOR(S' nature) DATE: 7/23/2022 REPORT NO.: Week 29 Page 9 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray BzOsborac,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 07/16/22 CONTRACTOR Item Bid Prey. 7/11 7/12 7/13 7/14 7/15 `•7, t I} 1�;(�,i` t�-� No. Description Qty. Unit Total M T W T F ; b 1. ' • •a •gi��a; . , SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE l L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 33.06% 33.06% A5 CONTRACTOR SURVEYING 1 L.S. 69.50% 69.50% A6 ADA FEATURES SURVEYING 1 L.S. 43.75% 43.75% A7 UTILITY POTHOLING 25 EA 30.00 30.00 A8 RESOLUTION OF UTILITY 1 FA 41.85% 41.85% CONFLICTS _ COVID-19 HEALTH AND SAFETY _ A9 1- L.S. _58.06°/a 58.06% _ PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 44.08% 44.0$% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 44.08% 44.08% Al2 FLAGGERS 3,200 HR 2533.75 50.75 56.50 65.00 50.25 48.50 2804.75 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 211 3.00 4.00 4.00 3.00 2.50 227.5 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 664.5 664.5 A15 PORTABLE CHANGEABLE 8,200 HR 2,404.00 48.00 48.00 48.00 48.00 48.00 48.00 2,692.00 MESSAGE SIGN added boards for curb pour OFF-DUTY UNIFORMED POLICE Alb 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 7,823.25 48.00 48.00 48.00 48.00 48.00 48.00 8,111.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.72 0.72 A19 REMOVING DRAINAGE 9 EACH 6.00 1.00 7.00 STRUCTURE cb at sta.921+25 A20 REMOVING STORM SEWER PIPE 230 L.F. 446.50 446.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C �.y&L Osborne, Imc-,. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 7/11 7/12 7/13 7/14 7/15 7/16 Total y, 4�1t, No. Description Qty, Unit Total AI T W T F S to Date Comunents A22 REMOVING CEMENT CONC. 570 S.Y. 493,33 SIDEWALK 493.33 A23 REMOVING CEMENT CONC.CURB 1,2I5 L.F. 938.50 AND GUTTER 938,50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 REA25 MOVING ASPHALT CONC. 1,310 S.Y. 880.70 880.70 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 1,677.96 1,677.96 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 2,934,86 2,934.86 A28 UNSUITABLE FOUNDATION 430 C.Y. 120.0 120.0 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 4776.43 540.22 5316.65 919+57 to 921+00 143"x 34'=4862=540,22 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 B INCL.HAUL 0.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y, 0.00 UNDERGROUND DRAINAGE 0.00 A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 7,427.56 USE AS RECYCLED PAVEMENT 7,427,56 A35 CRUSHED SURFACING TOP 2,583 TON 537.36 143.17 379.46 1059.99 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 2,623,86 2,623.86 PAVEMENT A37 HMA CL. 1/2 1N.PG 64-22 7,445 TON 617.17 4.15 621.32 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 35.01% o ADJUSTMENT 35.01/° A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT COMPACTION PRICE A41 ADJUSTMENT 1 CALC. 0.00% 0.00% Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON GY-8y 8:.Osbw-ne,Ire. DUVALL AVENUE NE G&(]#20593 CONSULTING ENGINEERS Item Prey. 7/11 7/12 7/13 7/14 7/15 7/16 Total No. Description ,Qty. Unit .. Total, Al T W '1' F S to,Oate Comments A42 CONC.CLASS 4000 FOP. 250 S.Y. 113.05 113.05 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 83.50 83.50 4 IN.DIAM. _ _ A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 2,858.40 2,858.40 PIPE 12 IN.DIAM. _ A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. _ A48 DIUACM E IRON SEWER PIPE 12 IN. 400 L.P. 296.10 296.10 A49 CONCRETE INLET 1 EACH 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACH 25.00 25.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 _ 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 10.00 10.00 A60 FILLING PIPE WITH CDF 42 C.Y. 21.00 21.00 42.00 finished removing storm sewer pipe all completed A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B _ A62 TELEVISION INSPECTION 1 L.S. 85.06% 85.06% EROSION CONTROL AND WATER A63 1 L.S. 44.08% 44.08% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT 46500 CITY OF RENTON DUVALL AVENUE NE lOrinak.y COsborne, Inc CCNSULTNG ENGINEERS G&O#20593 Item Prey. 7/11 7/12 7/13 7/14 7/15 7/16 Total No. Description Qty. Unit Total tit T T F S to Date- Comments A64 SILT FENCE 4,300 L.F. 2,538.00 2,538,00 A65 INLET PROTECTION 30 EACH 62.00 62,00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S, 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 1,648.00 2,113.5 3,761,5 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 CEMENT CONC.PEDESTRIAN A75 CURB - 145 L.F. 46.00 _ 46.00 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 26.00 26.00 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.00 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 942.98 942.98 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 7.00 7.00 PARALLEL A84 CEMENT CONC,CURB RAMP TYPE 1 EACH 0.00 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 47.32% 47.32% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 10.00% 10.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT 4530 CITY OF RENTON C"—,e..y Osborrve, Ir,�-_ DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prev. 7111 7/12 7/13 7/14 7115 7/16 Total ; Ri'Ici ''II No. Description Qty. Unit., Total _ NIT W T F S to Date Comments „. A89 PAIN'l hi) WIDE LANE LINE 350 L.P. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 _ A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 __ ~ A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LE ITER 8 EACH 0.00 0.00 _ A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 23.33% 23.33% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% _ 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 LS 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A100 TRIPLE TREE REMOVAL 1 LS 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTCCO No.5,CO No.6 A102 WATER CONTROL 1 FA 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CO No.7 CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 285.75 83.50 369.25 A AND C curb pour wok zone e A105 SIDEWALK-WALL FOOTING 1455 LF _ 800.00 800.00 CONo.9 A106 RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 ,FORM CO No IC) Item Prev. 7/11 7/12 7/13 7/14 7/15 7/16 Total No. Description Qty. Unit Total NI 'I' W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. _ 86.00% 86.00% Page 5of9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Osborne,Inc. DUVALL AVENUE NE C ONSULT1NG ENGINEERS G&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,041.19 1,041.19 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 24.45 24.45 AND POLYETHYLENE ENCASEMENT Page 6 of 9 WEEKLY QUANTITY REPORT 40530 CITY OF RENTON Gray 8rOsbd e, Ins. DUVALL AVENUE NE CONSULTNG ENGINEERS G&O#20593 Item) Prev. 7/11 7/12 7/13 7114 7/15 7/16 Total No. Description Qty. Unit Total IV1 T W T F S to Date Comments FURNISH AND INS"I.'ALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 16.52 16.52 ANCHOR BLOCKS CONNECTION TO EXISTING B11 WATER MAIN 4 EACH 4.00 4.00 CUT AND CAP EXISTING WATER B 12 MAIN AND ABANDON EXISTING 11 EACH 11.00 2.00 13.00 cut 8 inch main for power crossing at 12th WATER FACILITIES watermain in grade B13 —' B14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1 00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Grey 8z Osbox-r e, Lac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 7/11 7112 7/13 7/14 7/15 7/16 Total No. Description Qty. .014 Total M T W _ . -, I S to Date Comments FUR IISI-I AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 5.00 5.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 96.00% 96.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.50 0.50 ASSEMBLY Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Im DUVALL AVENUE NE Osborrke, CONSULTMG ENGINEERS G&O#20593 Mem Prey. 7/11 7/12 7/13 7/14 7/15 7/16 Total �i.11 pescriptioo Qty. Unit Total ( 11I T W 1' F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1.00 4'8"x7'0"x5'8„ INSTALL VAULT-PSE TYPE C7 5`3"x2'3"x2'9" 1 EACH 0.00 0.00 C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 1'6"x3'0"PEDESTAL G9 INSTALL CONDUIT PIPE-2 IN. _30--L.F. --203:00 _ - —.-- --.-- -----203.00" _-- DIAM. -PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 0.00 36.00 36.00 DIAM. -PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,229.50 122.00 2,351.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.P. 0.00 80.00 80.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. ❑✓Yas ❑No - COPIES TO: GRAY&OSBORNE,INC. PHIL E WAGE CITY OF RENTON RESIDENT INSPECTOR(Signat r ) DATE: 7 16/2022 REPORT NO.: Week 28 Page 9 of 9 WEEKLY QUANTITY REPORT 45130 CITY OF RENTON IC ay Sz O®.6orne, Inc. DUVALL AVENUE NE C ONSULI1NG ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 07/09/22 CONTRACTOR Item Bid Prey. 7/4 7/5 7/6 7/7 7/8 7/9 Total No. Description Qty. Unit Total M T W I F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION I L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE I L.S. 80.00% h 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 33.06% o 33.06% A5 CONTRACTOR SURVEYING 1 L.S. 69.50% I 69.50% A6 ADA FEATURES SURVEYING 1 L.S. 43.75% i 43.75% A7 UTILITY POTHOLING 25 EA 30.00 d 30.00 A8 RESOLUTION OF UTILITY 1 FA 41.85% a 41.85% CONFLICTS CA9 PL19II TY 1 L.S. 58.06% y 58.06% A10 OTHER TEMPORARY TRAFFIC 1 L.S. 44.08% 44.08% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 44.08% 44.08% Al2 FLAGGERS 3,200 HR 2,305.00 47.0 46.5 46.75 48.0 40.50 ",305:A0, 2533.75 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 198.00 440 .70 .75 4i00 40.5a 444. A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 664.50 3.00 3.50 3.50 2.00 1.00 A15 PORTABLE CHANGEABLE 8,200 HR 2,404.00 2,404.00 MESSAGE SIGN A 16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 7,487.25 48.00 48.00 48.00 48.00 48.00 48.00 7,775.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.72 0.72 A19 REMOVING DRAINAGE 9 EACH 6.00 6.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 446.50 446.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gay Sz Oaborrie, Laic. DUVALL AVENUE NE CONSUI.TNG ENGINEERS G&O#20593 Item Prey. 7/4 7/5 7/6 717 7/8 7/9 I Total No Description Qt_y. Unit 1 NI T W T F TQ#a S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 493.33 SIDEWALK 493.33 A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 938.50 AND GUTTER938.50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 860.48 20.22 880.70 PAVEMENT 14k13=t 82=20.22 removal on 12th west side A26 L ROADWAY EXCAVATION INCL, 6,850 C.Y. 1,677.96 1,677.96 A27 GRAVEL BORROW INCL.HAUL 530 TON 2,861.74 26.31 22.87 23.94 2,934.86 A28 UNSUITABLE FOUNDATION 430 CY. 83.05 0.67 0.44 35.84 120.0 908+362'x7x12'=168=6.22, sta.912+50 to EXCAVATION INCL.HAUL913+00165c1 x50'=800=29.62 _ A29 SUBGRADE PREPARATION 15,000 S.Y. 2,489.55 2,216.88 70.00 4776.43 19952=2216.88,12th35x18'630=70 A30 WATER 200 `MGAL 0.00 0 00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 UNDERGROUND DRAINAGE 0.00 A34 ASPHALT PULVERIZATION FOR 15,000 S.Y, 7,427.56 7,427.56 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 511.90 25.46 537.36 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 2,623.86 PAVEMENT 2,623.86 A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 617.17 617.17 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE l CALC. 35.01% o ADJUSTMENT 35.01/o A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT COMPACTION PRICE A41 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON ,mayefic Osbdrn�, Luc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#2.0593 Itg , Prey. 7/4 7/5 7/6 7/7 7/8 j 7/9 Total �. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS>I000 FOR 250 S.Y. 113.05 113.05 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 83.50 83.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.P. 2,858.40 2,858.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. I A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 DIAM. A49 CONCRETE INLET 1 EACH 1.00 s 100 A50 CATCH BASIN TYPE 1 28 EACH 25.00 25.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 CONNECTION TO DRAINAGE A53 STRUCTURE 11 EACH 7.00 7.00 A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 REPLACEMENT 1.00 A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 10.00 10.00 A60 FILLING PIPE WITH CDF 42 C.Y. _ 21.00 21.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 85.06% 85.06% A63 EROSION CONTROL AND WATER 1 L.S. 44.08% 44,08% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Grey O®bar-mm, . DUVALL AVENUE NE C ONSULTNG ENGINEERS G&O#20593 Item Prey. 7/4 7/5 7/6 7/7 7/8 7/9 Total No. Description Qty. Unit Total M T W T _ F S ; to Date Comments A64 SILT FENCE 4,300 L.F. 2,538.00 2,538.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0,00 MULCHING A67 TOPSOIL TYPE A 480 _ C.Y. _ 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0,00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM I L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 1,648.00 1,648.0 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 CENT CONC.PEDESTRIAN-A75 45 —E.F. —46;00 - — 46.00 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 26.00 26.00 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0,00 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0,00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 942.98 942.98 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 7.00 7.00 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0,00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 47.32% 47.32% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 10.00% 10.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT 455) CITY OF RENTON C -ay Chbcr i , Lie. DUVALL AVENUE NE CONSULTING ENGINEERS G&O 420593 Item Prev. 7/4 7/5 7/6 7/7 7/8 7/9 Total N .; Description Qty. Umilt Total NI T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 1 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0,00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LE 1'1'ER 8 EACH 0.00 0.00 TEMPORARY PAVEMENT A95 MARKING-SHORT DURATION 31,500 L.F. 0.00 0.00 A96 FUEL COST ADJUSTMENT 1 CALC. 23.33% 23.33% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 _ 0.00 A99 CONTRACT CORRECTION TO 1 LS 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A100 TRIPLE TREE REMOVAL 1 LS 100.00% ^ 10.0 00 _.CONo 1 _ A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CONo.5,CONo.6 A102 WATER CONTROL 1 FA 66.71% 66.71% CONo.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CO No.7 CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 285.75 285,75 A AND C A105 SIDEWALK-WALL FOOTING 1455 LF 800.00 800.00 CO No.9 A106 RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 FORM CO No.10 Item Prev. 7i4 7/5 7/6 7/7 718 7/9 Total "" r q No. Description Qty. Unit Total M T NV T F S to Date Comments `' SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.04% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 86.00% 86.00% Page 5of9 WEEKLY QUANTITY REPORT CITY OF RENTON Tray&Osborne,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,041.19 1,041.19 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 24.45 24.45 AND POLYETHYLENE ENCASEMENT Page 6 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Cir�y 8r O bo ,1 DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 7/4 7/5 7/6 7/7 7/8 7/9 Total No, Description Qty. Unit Total 1,1 T R' T F S to Date. Comments.,: FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 729.50 729.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 632.00 632.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 16.52 16.52 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 4.00 4.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 11.00 11.00 WATER FACILITIES B13 FURNISH AND INSTALL 8-INCH R14 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY B 16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT 45110 CITY OF RENTON (in' 8z Oeborsze, DUVALL AVENUE NE C ONSULTNG ENGINEERS G&O#20593 I#enptl Prey. 7/4 7/5 7/6 7/7 7/S 7/9 Total 1' «.w o S' Tie?i , '#': _Qty. Unit Total AI T ti4' T F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 5.00 INCLUDING WET TAP BY5.00 APPROVED WET-TOP CONTRACTOR B 19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 WATER SERVICE CONNECTION lA0 STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 96.00% 96,00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.50 0.50 ASSEMBLY Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Grin.",8r Osborne,IYI DUVALL AVENUE NE CONSULTING ENGINEERS G&O 020593 Item Prey. 7/4 ! 7/5 7/6 7/7 7/8 7/9 Total No.,. Description Qty. Unit Total M '1 F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES C1 ISPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LAIbRAL TRENCH 1,150 L.F. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1.00 48 x70 x58 C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE 2 IN. 30 L.F. 203.00 — —203-013— DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 0.00 0.00 DIAM.-PSE Cl' INSTALL CONDUIT PIPE-4IN. 3280 L.F. 2,229.50 2,229.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 0.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. eves ONo COPIES TO: GRAY&OSBORNE,INC. PHIL VAN EARW G CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 7/9/2022 REPORT NO.: Week 27 Page 9 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Cline y-eor x ,mac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 07/02/22 CONTRACTOR Item Bid Prey. 6/27 6/28 6/29 6/30 7/1 7/2 Total T No. Description Qty. I Unit Total M T «' T F S to Date Comments, ._ SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 27.08% 5.98% 33.06% A5 CONTRACTOR SURVEYING 1 L.S. 65.76% 3.74% 69.50% A6 ADA FEATURES SURVEYING 1 L.S. 43.75% 43.75% A7 UTILITY POTHOLING 25 EA 30.00 30.00 A8 RESOLUTION OF UTILITY 1 FA 34.70% 7.15% 41.85% CONFLICTS CBV1D=IYH£}.AI`IH AND SAFETY---- -- w A9 PLAN 1 L.S. 52.08% 5.98% 58.06% A10 OTHER TEMPORARY TRAFFIC 1 L.S. 36.14% 7.94% 44.08% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 36.14% 7.94% 44.08% Al2 FLAGGERS 3,200 HR 2,083.50 43.00 43.00 47.50 46.50 41.50 2,305.00 A 13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 184.00 2.00 2.00 4.00 4.00 2.00 198.00 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 664.50 664.50 A15 PORTABLE CHANGEABLE 8,200 HR 2,404.00 2,404.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 7,151.25 48.00 48.00 48.00 48.00 48.00 48.00 7,439.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.72 0.72 A19 REMOVING DRAINAGE 9 EACH 5.00 1.00 6.00 STRUCTURE CB at sta.924+25 A20 REMOVING STORM SEWER PIPE 230 L.F. 446.50 446.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C3ray SrOsboi ke, Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 6/27 6/28 6/29 6/30 7/1 7/2 Total No. Description Qty. ,,_wwnilt_;, Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 493.33 SIDEWALK 493,33 A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 938.50 AND GUTTER938.50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 REA25 MOVING ASPHALT CONC. 1,310 S.Y. 808.04 15.11 37.33 860.48 PAVEMENT 24'x14'=336's 37,33 A26 ROADWAY EXCAVATION INCL. 6,850 C.Y, 642.96 1,035.00 1,677.96 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 2,743.86 46.92 70.96 2,861.74 A28 UNSUITABLE FOUNDATION 430 C Y 83.05 83.05 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 1,133.33 850.00 506.22 2,489.55 927+59 134'x34' A30 WATER 200 MGAL 0.00 -0,00------- STRUCTURE EXCAVATION CLASS A31 330 C.Y. 0.00 , B INCL.HAUL 0.00 A32 GRAVEL BACKFILL FOR WALL 30 C,Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.X. 7,427.56 USE AS RECYCLED PAVEMENT 7,4_7 56 A35 CRUSHED SURFACING TOP -12,583 TON 511.90 COURSE 511.90 A36 PLANING BITUMINOUS 3,500 S.Y. 2,623.86 2,623.86 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 617.17 617.17 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 35.01% o ADJUSTMENT 35.01/o A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% o ADJUSTMENT 0.00/o COMPACTION PRICE A41 ADJUSTMENT I CALC. 0.00% 0.00% Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Czray-&Usb rna,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item I Prey. 6/27 6/28 6129 6/30 7/1 7/2 Total No. Description Qty. 1 nit Total 141 T W T F S to Date Comments i A42 CONC.CLASS 4000 FOR 250 S.Y. 113.05 113.05 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 75.50 8.00 83.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 2,858.40 2,858.40 PIPE 12IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST,STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN, 400 L.F. 296.10 296.10 DIAM. -A49 E-CONQRTE-LN1LET EFA 1 CH 1.00 1.00 - - A50 CATCH BASIN TYPE 1 28 EACH 25.00 25,00 - A51 CATCH BASIN TYPE IL 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH_ 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 9.00 1.00 10.00 920+20 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 21.00 21,00 removal A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 38.06% 47.00% 85.06% EROSION CONTROL AND WATER A63 1 L.S. 36.14% 7.94% 44.08% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT 4510 CITY OF RENTON DUVALL AVENUE NE C t Ly-8r Osborne,Iuc. CCNSUL1ING ENGINEERS G&O#20593 Item Prey. 6/27 6/28 rg19°' .430 7/1 7;2 Total No. Description Qty,; Unit Total M '1 W T F S to Date Comments . A64 SILT FENCE 4,300 L.F. 2,538.00 2,538.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0,00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING _ 1 _ L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 1,648.00 1,648.0 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 A7,5_CEMENT CONC.PEDESTRIAN 145 L.F--46.00 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 26.00 26.00 ENTRANCE TYPE I A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.00 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 942.98 942.98 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 7.00 7.00 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 32.58% 14.74% 47.32% at 12th,1200'of 2 inch conduit for fiber,184'of 2 inch conduit for street lights,and 7 street light A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 10.00% 10.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray 8r Osborzw,Inc. DUVALL AVENUE NE CONS'JI.1NG ENGINEERS G&O 020593 Item Prey. 6/27 6/28 6/29 6/30 7/1 7/2 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC'TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 19.60% 3.73% 23.33% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT, TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 LS 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A100 TRIPLE TREE REMOVAL 1 LS 100.00% _jQQQ3% CO No.3 ____ A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 FA 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CONo.7 CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 272.75 3.00 10.00 285.75 A AND C waterrnain thrush blocks A105 SIDEWALK-WALL FOOTING 1455 LF 800.00 800.00 CO No.9 A106 RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 POR 1 CO No.1e Item Prey. 6/27 6/28 6/29 6/30 7/1 7/2 Total No. Description Qty. Unit Total M T W T F 1 S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 10.00% _ 86.00% 96.00% Page 5 of 9 WEEKLY QUANTITY REPORT 45140 CITY OF RENTON Gray&daborrie,L . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 910.85 23.29 74.32 32.53 1,041.19 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 11.20 13.25 24.45 AND POLYETHYLENE ENCASEMENT Page 6 of 9 WEEKLY QUANTITY REPORT 1650 CITY OF RENTON c lay 8z 09Ia �, II3c,. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 6/27 6/28 6/29 6/30 7/1 7/2 Total No. Description Qty. Unit Total itt T W T F S to Date Comments FURNISH AND INSTALL 12-:NCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 700.50 17.00 12.00 729.50 AND POLYETHYLENE 17 feet for tie at 926+81,12 feet at ENCASEMENT 919+73 (i)to men sleeve,(z Is men natge adapters,(2)8 inch 45 degree bends MJXMJ 9(1)8 inch long pattern B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 632.00 632.00 sleeve(1)12 inch flange adapter,(3) FITTINGS16 inch megga lug,(1)16 inch 45 ilagree_bmr1IMMILL(6)R inrb megga Lug kits,(1)12 inch megga lug CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.00 10.00 16.52 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 0.00 2.00 2.00 4.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 2.00 2.00 2.00 3.00 2.00 11.00 WATER FACILITIES B 14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH 1 EACH 0.00 1.00 1.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT 165> CITY OF RENTON G„ay 2 pgl� e,,I� DUVALL AVENUE NE CONSULPNG ENGINEERS G&O 4420593 Item Prey. 6/27 6/28 6129 6/30 7/1 7/2 Total No. p9sc 3Ptio „, Qty. Unit Total M T W E T F 5 to Date Comments.. FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 5.00 INCLUDING WET TAP BY 5.00 APPROVED WET-TOP CONTRACTOR B 19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 WATER SERVICE CONNECTION 1.00 STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 27.00% 69.00% 96.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF l EACH 0.50 0.50 ASSEMBLY Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C �y C) b0 ,I>c. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 'Item Pre%. 6r27 6/28 6/29 6/30 7/1 7/2 Total No. Description , Qty. Unit Total 3I T W T F S to Date ; Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 2'6"x2'6"x2'0' INSTALL VAULT-PSE TYPE C6 4 EACH 1.00 1.00 4'8 x7 0 x5 8 C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 53'x23 x29 C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 1'6"x3'0"PEDESTAL INSTALL CONDUIT PIPE-2 N. 13.00 C9 DIAM.-PSE 30 L. 2. C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 0.00 0.00 DIAM.-PSE INSTALL CONDUIT PIPE-4 IN. C 11 3280 L.F. 2,229.50 2,229.50 DIAM.-'PSE C 12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 0.00 DIAM.-PSE C 13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. pees ONo 6 , COPIES TO: GRAY&OSBORNE,INC. PHIL VA AGE CITY OF RENTON RESIDENT ECTOR(Si re) DATE: 7/2/2022 REPORT NO.: Week 26 Page 9 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON 3r�y Coslorne,Fes. DUVALL AVENUE NE CONSULTING ENGINEERS G&O##20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 06/25/22 CONTRACTOR Item Bid Prey. 6/20 6/21 6/22 6/23 6/24 6/25 Total _ p'^ Qty. Unit Total M T W T F S to pate Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 27.08% 27.08% A5 CONTRACTOR SURVEYING 1 L.S. 65.76% 65.76% A6 ADA FEATURES SURVEYING 1 L.S. 43.75% 43.75% A7 UTILITY POTHOLING 25 EA 30.00 30.00 A8 RESOLUTION OF UTILITY 1 FA 34.70% 34.70% CONFLICTS COD=1VI 1n1E LTWAND SAFPITY ' A9 PLAN 1 L.S. 52.08% 52.08% A10 OTHER TEMPORARY TRAFFIC 1 L.S. 36.14% ° CONTROL 36.14/o All TRAFFIC CONTROL SUPERVISOR 1 L.S. 36.14% 36.14% Al2 FLAGGERS 3,200 HR 1849.75 48.50 47.50 46.25 46.00 45.50 2083.50 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 170.50 1.50 2.50 4.00 4.00 1.50 184.00 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 664.50 664.50 A15 PORTABLE CHANGEABLE 8,200 HR 2,404.00 2,404.00 MESSAGE SIGN Al6 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 6,815.25 48.00 48.00 48.00 48.00 48.00 48.00 7,103.25 A18 CLEARING AND GRUBBING 0.7 ACRE_ 0.72 0.72 A19 REMOVING DRAINAGE 9 EACH 5.00 5.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 446.50 446.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gza y t Osbor110,InD. DUVALL AVENUE NE G ONSULTING ENGINEERS G&O#20593 Ifetii Prey. I 6/20 6/21 6/22 6/23 6/24 6/25 Total Zip. Description ir. ►w M T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 493.33 493.33 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 938.50 938.50 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 731.37 76.67 808.04 PAVEMENT 234x30'driveway 923+51 A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 642.96 642.96 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 1,770.75 58.39 47.83 _ 1,876.97 A28 UNSUITABLE FOUNDATION 430 C.Y. 83.05 EXCAVATION INCL.HAUL 83.05 A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 1,133.33 1,133.33 300'x 34'=1133.33 syds,926+25 to 923+25 200 MGM--0:00— 0.00— A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 7,427.56 7,427.56 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 511.90 511.90 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 2,623.86 2,623.86 PAVEMENT • A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 617.17 617.17 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 35.01% 35.01% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Camay& ( l orne,,Imo. DUVALL AVENUE NE CONSULTNG ENGINEERS G&O#20593 Item Prey. 6/20 6/21 6/22 6/23 6/24 6/25 Total No. Description Qty. Unit Total M T NV T F S I to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 113.05 113.05 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.P. 75.50 75.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 2858.40 2858.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. , A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 -A49 CONCRETEJNLET 1 .EAf.H 1 00 1 0,0 A50 CATCH BASIN TYPE 1 28 EACH 25.00 25.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE I1 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 9.00 9.00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 38.06% 38.06% EROSION CONTROL AND WATER A63 ] L.S. 36.14% 36.14% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE Gray!Sr Osboizae,Ync. G&O#20593 CONSULTING ENGINEERS IItem Prey. 6/20 6/21 6/22 6/23 6/24 6/25 Total No. Descriptipn Qty,_ Unit Total M T W T F S to Da_gg Comments A64 SILT FENCE 4,300 L.F. 2,538.00 2,538.00 _ A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION An IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC,TRAFFIC CURB 4,615 L.F. 1,648.00 1,648.0 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 A75 CEMENT CONC,PEDESTRIAN 145 L.F. 46.00 46.00 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 26.00 26.00 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.00 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC.SIDEWALK _ 1,810 S.Y. 942.98 942.98 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 7.00 7.00 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE l L.S. 32.58% 32.58% A86 PERMANENT SIGNING 1 L.S. 10.00% 10,00% A87 REMOVING PAVEMENT 1 L.S. 10.00% 10.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT 1615100 CITY OF RENTON cay Ogbdrne,, I> DUVALL AVENUE NE C ONSUL7ING ENGINEERS G&O#20593 Item Prev. ' 6/20 6/21 I 6/22 6/23 6/24 6/25 Total • No. Description Qty. Unit Total M T ) W T F S to Date Comments _ A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0,00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LE ITER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 19.60% 19.60% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% _ A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 LS 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A100-TRI L -TIES-RIIIIOVV-A1, 1 _ LS nn0/2 . 1-00.00%_—Capin A A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 FA 66.71% 66.71% CONo.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CO No.7 CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 272.75 272,75 A AND C A105 SIDEWALK-WALL FOOTING 1455 LF 800.00 800.00 CO No.9 A106 RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 COFORMNo.1C Hem Prev. 6/20 6/21 6/22 6/23 6/24 6/25 Total No. Description Qty. Unit Total M T W T H' S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 10.00% 10.00% Page 5 of 9 WEEKLY QUANTITY REPORT 465> CITY OF RENTON DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1777.74 1777.74 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH Bb RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 6 of 9 WEEKLY QUANTITY REPORT 45> CITY OF RENTON Gray& 1 1'X..a,L DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 6/20 6/21 6122 6/23 6/24 6/25 Total No. Description Qty. Unit Total M T W T 1' S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 62.95 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 684.50 16.00 700.50 AND POLYETHYLENE ENCASEMENT stubbed out of 16 inch valve at 12th B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 0.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B11 CONNECTION TO EXISTING q EACH 0,00 0.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 2.00 2.00 WATER FACILITIES B13 B14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY B 15 FURNISH AND INSTALL 12-INCH I EACH 0.00 0.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN _ Page 7 of 9 WEEKLY QUANTITY REPORT 140> CITY OF RENTON Gray 8rOsborsie, I<�c DUVALL AVENUE NE CONSULTING ENGINEERS G&O i420593 Item Prey. 6/20 6/21 6/22 6/23 6/24 6/25 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 5.00 5.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 1.00 1.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 27.00% 27.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.50 0.50 ASSEMBLY Page 8of9 WEEKLY QUANTITY REPORT CITY OF RENTON G=may 8c Osbarse,Imo. DUVALL AVENUE NE G&O#20593 C ONSULIING ENGINEERS Item Prey. 6/20 6/21 6/22 6/23 6/24 6/25 Total No, Description Qty. Unit Total NI T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200,00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 INSTALL VAULT-PSE TYPE CS 2'6"x2'6"x2'0" 2 EACH 0.00 0.00 C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1.00 4'8"x7'0"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 53 x23 x29 C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 1'6"x3'0"PEDESTAL 'INSTALL CONDUIT PTPF- IN, C9 30 L.F. 203.00 103 Ou DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 0.00 0.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,229.50 2,229.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 0.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 N. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. (]yes UNo COPIES TO: GRAY&OSBORNE,INC. PHIL VAN ARWAGE CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 6/25/2022 REPORT NO.: Week 25 je,e JP Page 9 of 9 WEEKLY QUANTITY REPORT qatIO CITY OF RENTON . y 8z Oabozne,I DUVALL AVENUE NE G&O#20593 CONSULTING ENGINEERS REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 06/18/22 CONTRACTOR Item Bid Prey. 6/13 6/14 6/15 6/16 6/17 6/18 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCIEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80,00% $10,000 A4 PROJECT RED LINE DRAWINGS I L.S. 27.08% 27.08% A5 CONTRACTOR SURVEYING 1 L.S. 65.76% 65,76% A6 ADA FEATURES SURVEYING 1 I,.S. 43.75% 43.75% A7 UTILITY POTHOLING 25 EA 30.00 30.00 AS RESOLUTION OF UTILITY 1 PA 34.70% 34.70% CONFLICTS COVID-19 HEALTH AND SAFETY A9 PLAN 1 L.S. 52.08% 52.08% A10 OTHER TEMPORARY TRAFFIC 1 L.S. 36.14% 36.14% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 36.14% 36.14% Al2 FLAGGERS 3,200 HR 1623.25 49.00 47,00 47.00 45.00 38,50 1849.75 A13 OTI-IER TRAFFIC CONTROL LABOR 1,000 FIR 158.00 2.50 3.00 3.00 2.50 1.50 170.50 Al4 CONSTRUCTION SIGNS CLASS A 1,200 SF 664.50 664.50 PORTABLE CHANGEABLE A15 1\IBSSAGE SIGN 8,200 I1R 2,404.00 2,404.00 A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 6,479.25 48.00 48.00 48.00 48.00 48.00 48.00 6,767.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.72 0.72 A19 REMOVING DRAINAGE 9 EACH 5.00 5.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 446.50 446.50 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS _ Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON GrxinLaic. gy&O8bor e, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Lean Prey. 6/13 6/14 6/15 6/16 6/17 6/18 Total 1tio, Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 493.33 493.33 SIDEWALK A23 MOVING CEMENT CONC.CURB 1,215 L.F. 938.50 938.50 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0,00 A25 REMOVING ASPHALT CONC, 1,310 S.Y. 731.37 731.37 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 642.96 642.96 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 1,770.75 1,770.75 A28 UNSUITABLE FOUNDATION 430 C.Y. 83.05 83,05 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 0.00 A30 WATER 200 MGAL 0.00 0.00 1 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 7,427.56 7,427.56 USE AS RECYCLED PAVEMENT _ A35 CRUSHED SURFACING TOP 2,583 TON 511.90 511.90 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 2,623.86 2,623.86 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 617.17 617.17 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 35.01% 35.01% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT COMPACTION PRICE A41 ADJUSTMENT 1 CALC. 0.00% 0.00% Page 2 of 9 f WEEKLY QUANTITY REPORT 44/5100 CITY OF RENTON 77 DUVALL AVENUE NE Cil Ay 8.O9UOI'rie, 11-NC. CONSULTING ENGINEERS G&O#20593 „Item Prey. 6/13 6/14 6/15 6/16 6/17 6/18 Total (fit,;, ..• ,T1oscription Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 113.05 113.05 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L,F, 75.50 75.50 4 IN.DIAM. _ _ A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 2858.40 2858.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0,00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.10 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM, _ A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 DIAM. A49 CONCRETE INLET 1 _EACH 1.00 1.00 MO CATCH BASIN TYPE 1 28 EACH 25.00 25.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM, 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 9.00 9.00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 _ 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 38.06% 38.06% A63 EROSION CONTROL AND WATER 1 L.S. 36.14% 36.14% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Cagey(SrOaborr,L�,Inc. DUVALL AVENUE NE C ONSUL11NO ENGINEERS G&O#20593 Item Prey. 6/13 6/14 6/15 6/16 6/17 6/18 Total o, Description Qty. Unit Total M T W T F _ S to Date Comments A64 SILT FENCE 4,300 L.F. 2,538.00 2,538.00 A65 INLET PROTECTION 30 , EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 1 0.00 _ IRRIGATION SYSTEM A71 RESTORATION 1 L.S. 0.00% 0.00% �-� A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 1,648.00 1,648,0 AND GUTTER _ A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 A75 CEMENTU CONC.PEDESTRIAN 145 L.F. 46.00 46.00 A76 EXTRUDED CURB 2,350 L.F. 0.00 _ - 0,00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 26.00 26.00 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.00 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 942.98 942.98 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 7.00 7.00 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 32.58% 32.58% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT MARKINGS 1 L.S. 10.00% 10.00% A88 PAINT LINE 12,300 L.F. 0.00 - 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON ( x r Sr Os&, , Iz DUVALL AVENUE NE G&O#20593 C ON%MING ENGINEERS Item I Prev. 6/13 6/14 6/15 6/16 6/17 6/18 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 19.60% 19.60% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 LS 100.00% 100.00% REINSTATE RETAINAGE _ CO No.1 AI00 TRIPLE TREE REMOVAL I LS 100.00% 100.00% CO No A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL I FA 66.71% _ 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CO No.7 CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 265.75 7.00 272.75 A AND C _ Poured thrush blocks watermain A105 SIDEWALK-WALL FOOTING 1455 LF 800.00 800.00 CONo.9 A106 RELOCATE L12 FOUNDATION I FA 1.85 1.85 FORM CO No.10 item Prev. 6/13 6/14 6/15 6/16 6/17 6/18 Total .Q. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND BI DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 , L.S. 10.00% 10.00% Page 5 of 9 WEEKLY QUANTITY REPORT 4570 CITY OF RENTON Gray&OsI0 ,Lac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL 1777572.0 B4 SELECT IMPORTED TRENCH 1,265 TON 1,577.90 51.04 9g 44 l BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH Bb RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 6 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gamy ear C)S a-rae,I . DUVALL AVENUE NE G&O##20593 CONSULTING ENGINEERS Item Prey. 6/13 6/14 6/15 6/.16 6/17 6/18 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 22,10 40.85 62.95 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 640.00 44.50 684.50 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 0.00 FITTINGS CONCRETE FOR THRUST • B10 BLOCKING AND DEAD-MAN 27 C,Y. 3.52 3.52 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING WATER MAIN 4 EACH 0.00 0.00 CUT AND CAP EXISTING WATER B 12 MAIN AND ABANDON EXISTING 11 EACH 2.00 2.00 WATER FACILITIES B 14 FURNISH AND INSTALL 8-INCH 2 EACH 2.00 2.00 GATE VALVE ASSEMBLY BIS FURNISH AND INSTALL 12-INCH 1 EACH 0.00 0.00 GATE VALVE ASSEMBLY _ B16 FURNISH AND INSTALL 16-INCH 1 EACII 0.00 1.00 1.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 2.00 2.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Cagy Osba ®,Imo. DUVALL AVENUE NE C ONSUl7MG ENGINEERS G&O#20593 Item Prev. 6113 6114 6/15 6/16 6/17 6118 Total Description f Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 5.00 5.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B 19 FURNISH AND INSTALL 1-INCH 1 EACH 0.00 1.00 1.00 WAFER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 27.00% 27.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.00 0.50 0.50 ASSEMBLY installed end cap and 2 inch gate valve Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray 8r Osboz-ripe, hk . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 6/13 6/14 6/15 6/16 6/17 6/18 Total No. Description Qty. Unit Total AI T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.P. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0,00 0,00 2'6"x2'6';x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1.00 4'8"x7'0"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0,00 5'3"x2'3"x2'9" CS NSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 203.00 DIAM.-PSE INSTALL CONDUIT PIPE-3 N. CIO 270 L.P. 0.00 0.00 DIAM.-PSE Cl 1 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,229.50 2,229.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 0.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 N. 180 L.P. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. Eyes ❑No � — COPIES TO: GRAY &OSBORNE,INC. HIL N E:ARWACiE CITY OF RENTON RESIDENT INSPECTOR( gnaturc) DATE: 6/18/2022 REPORT NO.: Week 24 Page 9 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray-8r Osl�orri ,Iris. DWALL AVENUE NE C ONSUL71NO ENGINEERS G&O#20593 Item Prey. 6/6 6/7 6/8 6/9 6/10 6/11 Total No. Description Qty. _ Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 INSTALL VAULT-PSE TYPE C5 2'6"x2'6"x2'0° 2 EACH 0.00 0.00 C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1.00 4'8"x7'0"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" INSTALL VAULT-COMCAST TYPE C8 1 EACH 0.00 0.00 1'6"x310"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 203.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 0.00 0.00 DIAM.-PSE Cl1 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,229.50 2,229.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 0.00 DIAM.-PSE INSTALL CONDUIT PIPE-4 IN. C13 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. Dyes ON° /' p COPIES TO: GRAY&OSBORNE,INC. PHI AN EARWAGE CITY OF RENTON RESIDENT INSPECTOR Signature) DATE: 6/11/2022 REPORT NO.: Week 23 Page 10 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Sr Oabcsriie,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 6/6 6/7 f 6./8 6/9 6/10 6/11 Total No, Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 5.00 5.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 0.00 0.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 27.00% 27.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.00 0.00 ASSEMBLY Page 9 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON ( r-ny t;.C)L -1.1 , I.«. DUVALL AVENUE NE G&O#20593 Item Prey. 6/6 6/7 6/8 6/9 6/10 6/11 Total No. Description Qty. Unit Total 111 T W T F :- S Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 140.00 160.00 240.00 100.00 640.00 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 0.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 0.00 0.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 2.00 2.00 WATER FACILITIES B13 _ B14 FURNISH AND INSTALL 8-INCH 2 EACH 0.00 1.00 1.00 2.00 GATE VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH 1 EACH 0.00 0.00 GATE VALVE ASSEMBLY _ $16 FURNISH AND INSTALL 16-INCH 1 EACH 0.00 0.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 1.00 1.00 2.00 WATER MAIN Page 8of10 WEEKLY QUANTITY REPORT 11151)0 CITY OF RENTON Gray S&Osborne,,Inc. DUVALL AVENUE NE CONSUL11NG ENGINEERS G&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 1,090.31 45.97 245.39 196.23 1,577.90 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 7 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON Grx,ay LSrO®bomc, Lac. DUVALL AVENUE NE CONSUL01NC ENGINEERS G&O#20593 Item ` Prey, 6/6 6/7 6/8 6/9 6110 6/11 Total No. Description Qty. Unit Total N1 T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0,00 ' 0.00 _ A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0,00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 TEMPORARY PAVEMENT A95 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 19.60% 19.60% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT, TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 LS 100.00% 100.00% REINSTATE RETAINAGECO No.1 A100 TRIPLE TREE REMOVAL 1 LS 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTCCO No.5,CO No.6 A102 WATER CONTROL 1 FA 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CO No.7 CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 265.75 265.75 A AND C CO No.8 A105 SIDEWALK-WALL FOOTING 1455 LF 800.00 800.00 CO No.9 A106 RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 FORM No.10 CO_ Item Prey. 6/6 6/7 6/8 6/9 6/10 6/11 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00°/u 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 10.00% 10.00% Page 6 of IO WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE Gray 8z Osbarrie, Inc. CONSULTING ENGINEERS G&O#20593 Item Prey. 6/6 6/7 6/8 6/9 6/10 6/11 Total No. Description Qty. Unit Total M T W T F S to NU Comments A64 SILT FENCE 4,300 L.F. 2,538.00 2,538.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 _ A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING , A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% L RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 1,648.00 1,648.0 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 • A75 CEMENT B CONC.PEDESTRIAN 145 L.F. 46.00 46.00 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 26.00 26.00 ENTRANCE TYPE I A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.00 TYPE 1 _ A79 RAISED PAVEMENT ISARKER 3 HUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 942.98 942.98 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 7.00 7.00 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 32.58% 32.58% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% REMAMRKI`NGS PAVEMENT A87 1 L.S. 10.00% 10.00% A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 5 of 10 .. • WEEKLY QUANTITY REPORT CITY OF RENTON Croy 8z Osborne, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 6/6 6/7 6/8 6/9 6/10 6/11 Total No. Description Qty. Unit Total NI T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 113.05 113.05 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 75.50 75.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 2858.40 2858.40 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 A49 CONCRETE INLET 1 EACH 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACH 25.00 25.00 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 9.00 9.00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 38.06% 38.06% A63 EROSION CONTROL AND WATER 1 L.S. 36.14% 36.14% POLLUTION PREVENTION Page 4of10 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Oab< e,Loc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 6/6 6/7 6/8 6/9 6/10 6/11 Total No. Description Qty. Unit Total. NI T W T F S to hate;_, Comments A22 REMOVING CEMENT CONC, 570 S.Y. 493.33 493.33 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 938.50 938.50 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 731.37 731.37 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 642.96 642.96 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 1,770.75 1,770.75 A28 UNSUITABLE FOUNDATION 430 C.Y. 83.05 83.05 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 0.00 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 7,427.56 7,427.56 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 511.90 511.90 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 2,623.86 2,623.86 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 617.17 617.17 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC, 35.01% 35.01% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 3 of 10 • WEEKLY QUANTITY REPORT 425> CITY OF RENTON DUVALL AVENUE NE Curley cSr.OSI,OIR -:;, 116u CONSULTING ENGINEERS G&O#20593 A21 REMOVAL OF STRUCTURES AND 1 L.S. 106.00% 100,00% OBSTRUCTIONS Page 2 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON ��.y F�Os1�T218, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 06/11/22 CONTRACTOR Item Bid Prey. 6/6 6/7 6/8 6/9 6/10 6/11 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 27.08% 27.08% A5 CONTRACTOR SURVEYING I L.S. 65.76% 65.76% A6 ADA FEATURES SURVEYING 1 L.S. 43.75% 43.75% A7 UTILITY POTHOLING 25 EA 28.00 1.00 1.00 30.00 new fire hyd.location,power for tree pit A8 RESOLUTION OF UTILITY 1 FA 34.70% 34.70% CONFLICTS A9 COVID-19 HEALTH AND SAFETY I L.S. 52.08% 52.08% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 36.14% 36.14% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 36.14% 36.14% Al2 FLAGGERS 3,200 HR 1,442.25 55.00 56.00 32.00 38.00 1623.25 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 147.00 3.00 4.00 2.00 2.00 158.00 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 664.50 664.50 A15 PORTABLE CHANGEABLE 8,200 HR 2,404.00 2,404,00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 FIR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 6,143.25 48.00 48,00 48.00 48.00 48.00 48.00 6,431.25 A18 CLEARING AND GRUBBING 0.7 ACRE 0.72 0.72 A19 REMOVING DRAINAGE 9 EACH 5.00 5.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 446.50 446.50 Page 1 of 10 WEEKLY QUANTITY REPORT IltIO CITY OF RENTON Camay 8z C)sbozrne,Inc. DUVALL AVENUE NE C°NSULTNG ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 06/04/22 CONTRACTOR 10111 Bid Prey. 5/30 5/31 6/1 6/2 6/3 6/4 Total Iblr., _ ; ;7 1):;,.. a : .-_ .% ',% : Total M T ��' T F S to Dale Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. '100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 21.18% 5.90% 27.08% A5 CONTRACTOR SURVEYING 1 L.S. 47.42% 18.34% 65.76% A6 ADA FEATURES SURVEYING 1 L.S. 43.75% 43.75% UTILITY POTHOLING 25 EA 28.00 28.00 A8 RESOLUTION OF UTILITY 1 FA 4.32% 30.38% 34.70% CONFLICTS COVID-19 HEALTH AND SAFETY A9 1 L.S. 46.18% 5.90% o PLAN 52:08/° MO OTHER TEMPORARY TRAFFIC 1 L.S. 28.24% 7.90% 36.14% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 28.24% 7.90% 36.14% Al2 FLAGGERS 3,200 HR 1,256.25 54.25 41.00 56.75 34.00 1,442.25 A 13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 136.00 2.00 3.00 3.00 3.00 147.00 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 664.50 664.50 A15 PORTABLE CHANGEABLE 2 8,200 HR 2,404.00 MESSAGE SIGN ,404.00 A16 OFF-DUTY UNIFORMED POLICE OFFICER 80 HR 0.00 0.00 A17 SEQUENTIAL ARROW SIGN 15,000 HR 5,807.25 48.00 48.00 48.00 48.00 48.00 48.00 6,095.25 A 18 CLEARING AND GRUBBING 0.7 ACRE 0.72 0.72 A19 REMOVING DRAINAGE 9 EACH 2.00 3.00 STRUCTURE 5,00 3 cb's infront of church property on 12th A20 REMOVING STORM SEWER PIPE 230 L.F. 268.50 178.00 446.50 sta.919+11 to 917+33 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C3,ay*Sr Oe1 1x) , Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 5/30 5/31 6/1 6/2 6/3 6/4 Total No. Description Qty. Unit Total, M T W T F S to Date Comments _ A22 REMOVING CEMENT CONC. 570 S.Y. 493.33 SIDEWALK 493.33 A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 938.50 AND GUTTER938.50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC' 1,310 S.Y. 721.15 PAVEMENT •2Z 731.37 A26 HAUL 6,850 EXCAVATION INCL. 6,850 C.Y. 642.96 642.96 A27 GRAVEL BORROW INCL.HAUL 530 TON 1,770.75 1,770.75 UNSUITABLE FOUNDATION �•••r•-.��.-.-.-,.._. .,. A28 430 C.Y. 67.75 2.12 9.63 3.55 83.05 30`x I'=1.20 911+89 to 911+76, EXCAVATION INCL.HAUL 104x30"xl'=9.63,8x8xl5-3.55 A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 _ 0.00 A30 WATER 200 MGAL 0.00 0.00 STRUCTURE EXCAVATION CLASS A31 330 C.Y. 0.00 B INCL.HAUL 0.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 UNDERGROUND DRAINAGE 0.00 A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 7,427.56 USE AS RECYCLED PAVEMENT7,427.56 A35 CRUSHED SURFACING TOP 2,583 TON 511.90 COURSE 511.90 A36 PLANING BITUMINOUS 3,500 S.Y. 2,623.86 PAVEMENT 2,623.86 A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 617.17 617.17 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 1.02% 33.99% ADJUSTMENT 35.01% A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% o ADJUSTMENT 0.00/o COMPACTION PRICE A41 1 CALC. 0.00% o ADJUSTMENT0.00/o Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Cis orrx ,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey, 5/30 5/31 6/1 6/2 6/3 6/4 Total No. Description Qty. Unit Total :VI T W T F S to,1211 e; Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 113.05 113.05 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 51.50 24.00 75.50 4 IN.DIAM. 3x8'=24 A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 2364.7 251.60 130.00 80.10 32.00 PIPE 12 IN.DIAM. 2858.40 A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 66.70 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE ACN1H E IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 A49 CONCRETE INLET 1 EACH 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACH 23.00 1.00 1.00 25.00 cb20,cb19 A51 CATCH BASIN TYPE 1L 5 EACH 5.00 5.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 7.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 5.00 1,00 2.00 1.00 9.00 916+35,912+36,914+35,910+38 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 _ 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 38.06% 38.06% A63 EROSION CONTROL AND WATER i L.S. 28.24% 7.90% 36.14% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Sz Osborno,Inc. DUVALL AVENUE NE C°NSULTINC ENGINEERS G&O#20593 Item Prey. 5/30 5/31 6/1 6/2 6/3 6/4 'Total No. Description Qty. , Unit Total NI T NV T F S to Datg Comments _ A64 SILT FENCE 4,300 L.F. 2,538.00 2.538.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% . 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 _ A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 1,648.00 1,648.0 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 46.00 46.00 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A?? CEMENT CONC.DRIVEWAY 160 S.Y. 26.00 26.00 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.00 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 _ 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 942.98 _ 942.98 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 7.00 7.00 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 27.88% 4.70% 32,58% A86 PERMANENT SIGNING 1 L.S. 10.00%_ 10.00% A87 REMOVING PAVEMENT 1 L.S. 10.00% ° MARKINGS 10.00l0 A88 PAINT LINE 12,300 L.F. 0.00 0,00 Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray& Osbc rm,,Inc. DUVALL AVENUE NE C ONSULIING ENGINEERS G&O#20593 Item Prey. 5130 5/31 6/1 6/2 6/3 6/4 Total 3 No. Description Qtv, Unit Total NI T W T F S to Date Comments A89_PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 TEMPORARY PAVEMENT 0.00 A95 MARKING-SHORT DURATION 31,500 L.F. 0.00 A96 FUEL COST ADJUSTMENT 1 CALC. 8.45% 11.15% 19,60% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 LS 100.00% 100.00% REINSTATE RETAINAGECO No.1 A100 TRIPLE TREE REMOVAL 1 LS 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.b A102 WATER CONTROL 1 FA 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CO No.7 CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 265.75 265.75 A AND C CO No,8 A105 SIDEWALK-WALL FOOTING 1455 LF 800.00 800.00 CONo.9 A106 RELOCATE L12 FOUNDATION 1 FA 1.85 1 g; FORM CQ N o.i r Item Prey. 5/30 5/31 6/1 6/2 6/3 6/4 Total — No. Description Qty. Unit Total NI T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 5.00% 5.00% 10.00% Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Grey& Oshorr ,,Lao. DUVALL AVENUE NE C GNSULTNG ENGINEERS G&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 866.89 223.42 1,090.31 BACKFILL B5 '` FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 6 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON .ay 8COsbprne,, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Pre,. 5/30 5/31 6/1 6/2 6/3 6/4 Total No. Description Qty. Unit Total NI to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 FITTINGS 0.00 CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B ll CONNECTION TO EXISTING 4 EACH 2.00 -2 0.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1 2.00 WATER FACILITIES B13 B14 FURNISH AND INSTALL 8-INCH 2 EACH 0.00 GATE VALVE ASSEMBLY 0.00 FURNISH AND INSTALL 12-INCH B15 1 EACH 0.00 GATE VALVE ASSEMBLY 0.00 B 16 FURNISH AND INSTALL I6-INCH 1 EACH 0.00 GATE VALVE ASSEMBLY 0.00 FURNISH AND INSTALL FIRE B 17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray & (Dsborne, Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 5/30 5/31 6/1 612 6/3 6/4 Total No. Description Qty. Unit Total M 1' W T F S to Date Comments FURNISH AI'D INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 5.00 INCLUDING WET TAP BY 5.00 APPROVED WET-TOP CONTRACTOR B 19 FURNISH AND INSTALL 1-INCH 1 EACH 0.00 WATER SERVICE CONNECTION 0.00 STORMWATER POLLUTION B20 PREVENTION(AND I''SC)PLAN 1 L.S. 5.00% 22.00% 27.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.00 0.00 ASSEMBLY Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON (3r$y gr Qsborrie,Lac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 5/30 5/31 6/1 6/2 6/3 6/4 Total No. Description Qty. Unit Total M T W T F S , to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 INSTALL VAULT-PSE TYPE C5 2 EACH 0.00 0.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1.00 418"x710"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 203.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 0.00 0.00 DIAM.-PSE INSTALL CONDUIT PIPE-4 IN. Cl 1 3280 L.F. 2,229.50 2,229.50 DIAM.-PSE INC 12 STALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 0.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. aes ❑NG COPIES TO: GRAY&OSBORNE,INC. HI VAtk V-'.-"—' RW CITY OF RENTON RESIDENT INSPECTO Sige) DATE: 6/4/2022 REPORT NO.: Week 22 Page 9 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Grimy 09bo=- w,e,I DUVALL AVENUE NE CONSULTNO ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 05/28/22 CONTRACTOR Item Bid Prey. 5/23 5/24 5/25 5/26 5/27 5/28 Total ____1 1111111111 No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE l L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 21.18% 21.18% A5 CONTRACTOR SURVEYING l L.S. 47.42% 47.42% A6 ADA FEATURES SURVEYING 1 L.S. 43.75% 43.75% A7 UTILITY POTHOLING 25 EA 26.00 2.00 28.00 telephone at 12th A8 RESOLUTION OF UTILITY 1 FA 4.32% 4.32% CONFLICTS A9 COVID-19 HEALTH AND SAFETY ] L.S. 46.18% 46.18% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 28.24% 28.24% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 28.24% 28.24% Al2 FLAGGERS 3,200 HR 990.00 53.00 57.50 56.50 50.25 49.00 1,256.25 A 13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 121.25 0.50 3.00 2.50 6.75 2.00 136.00 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 664.48 664.48 A15 PORTABLE CHANGEABLE 8,200 HR 2,404.00 2,404.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 5471.75 48.00 48.00 48.00 48.00 48.00 48.00 5759.75 A18 CLEARING AND GRUBBING 0.7 ACRE 0.72 0.72 A19 REMOVING DRAINAGE 9 EACH 2.00 2.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 130.50 138.00 268.50 919+11 to 920+49 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C ay&O�bdm�,Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 5/23 5/24 5i25 5/26 5/27 5/28 Total No. Description Qty. Unit Total :11 T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 493.33 493.33 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 938.50 938.50 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 721.15 10.22 721,15 PAVEMENT 46X2 on 12th A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 642.96 642.96 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 1,770.75 1,770.75 A28 UNSUITABLE FOUNDATION 430 C.Y. 67.75 67.75 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION _ 15,000 S.Y. 0.00 0.00 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 7,427.56 7,427.56 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 511.90 511.90 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 2,623.86 2,623.86 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 598.07 19.10 617.17 fire hyd.Patching A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 1.02% ADJUSTMENT 1.02% A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT COMPACTION PRICE A41 I CALC. 0.00% ° ADJUSTMENT 0.— 00/° Page 2 of 9 J WEEKLY QUANTITY REPORT 42510 CITY OF RENTON Grey 8r Qsborrio,L . DUVALL AVENUE NE CONSULTNG ENGINEERS G&O#20593 Item `' ' "' Prey. 5/23 5/24 5/25 5/26 5/27 5/28 Total No. Description Qty. Unit Total NI T W 'I' F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 113.05 113.05 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 0.00 31.50 12.00 8.00 51.50 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 1,775.20 104.00 202.5 84.00 199.00 2364.7 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. POLYPROPYLENE STORM SEWER A46 70 L.F. 66.70 y 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. i A48 DUCTILE IRON SEWER PIPE 12 IN, 400 L.F. 296.10 296.10 DIAM. A49 CONCRETE INLET 1 EACH 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACH 18.00 1.00 1.00 2.00 1.00 23.00 CB 41,27,40,24,23 _ A51 CATCH BASIN TYPE 1L 5 EACH 4.00 1.00 5.00 added type IL at 919+57 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 2.00 2.00 A53 CONNECTION TO DRAINAGE 11 EACH 7.00 STRUCTURE 7.00 A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 1.00 1.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 0.00 3.00 1.00 1.00 5.00 911+29,923+92,925+59.926+78,918+34 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS 13 A62 TELEVISION INSPECTION I L.S. 38.06% 38.06% A63 EROSION CONTROL AND WATER 1 L.S. 28.24% 2g_24P POLLUTION PREVENTION Page 3 of 9 ! 1 WEEKLY QUANTITY REPORT CITY OF RENTON (3 &Osbo e,,In . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 5/23 5/24 5/25 5/26 5/27 5/28 Total No. Description Qty. Unit Total N1 T NV T F S to Date Comments A64 SILT FENCE 4,300 L.F. 2,538.00 2,538.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING I L.S. 0.00% 0.00% _ A69 BARK MULCH 100 C.Y. 0.00 _ 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM I L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% _ A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 1,648.00 1,648.0 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 46.00 46.00 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 26.00 26,00 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 [IUND 0.00 0.00 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACI I 0.00 0.00 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 942.98 _ 942.98 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 7.00 7.00 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 27.88% 27.88% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 10.00% ° MARKINGS 10.00/o A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT 41000 CITY OF RENTON �7'ray �el3nrne,,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS Ci&O#20593 Item Prey. 5/23 5/24 5/25 5/26 5/27 _ 5/28 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0,00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 _ 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 8.45% 8.45% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO I LS 100.00% 100.00% REINSTATE RETAINAGECO No.1 A100 TRIPLE TREE REMOVAL 1 LS 100.00% 100.00% co No 3 ALO1 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTCCO No.5,CO No.6 A102 WATER CONTROL 1 FA 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CO No.7 CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 265.75 265.75 AANDC CONo.8 A105 SIDEWALK-WALL FOOTING 1455 LF 800.00 800.00 CO No.9 A l06 RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 FORM CO Na.10 Item Prey. 5/23 5/24 5/2.5 5/26 5/27 5/28 Total No. Description Qty. Unit_ Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 1O%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 5.00% 5.00% Page 5 of 9 WEEKLY QUANTITY REPORT 14151010 CITY OF RENTON Cray 8z QA1ao Q,Lac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 866.89 866.89 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 6 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE GrY-ny & b07-- , LAIC CONSULTING ENGINEERS G&O#20593 Item Prey. 5/23 5/24 5/25 5/26 5/27 5/28 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISII AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.P. 0.00 0.00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LDS 0.00 0.00 FITTINGS CONCRETE FOR THRUST B I O BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 2.00 2.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1.00 WATER FACILITIES B13 B14 FURNISH AND INSTALL 8-INCH 2 EACH 0.00 0.00 GATE VALVE ASSEMBLY D I5 FURNISH AND INSTALL 12-INCH 1 EACH 0.00 0.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH I EACH 0.00 0.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C r Ly&os�e, DUVALL AVENUE NE G ONSULIING ENGINEERS G&O#20593 Item ` Prey. 5/23 5/24 5/25 5/26 5/27 5/28 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON EXISTING WATER MAIN B18 7.0 EACH 5.00 5,00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 0.00 0.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND I'ESC)PLAN I L.S. 5.00% 5.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.00 0.00 ASSEMBLY Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray&QsLc,e, Tom. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 5/23 5/24 5/25 5/26 5/27 5/2S Total No. Description Qty. Unit Total , M T W T F S to Date Comment SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION I L.S. I00.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 26 x26 x20 C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1.00 48 x70 x58 C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 53 x23 x29 C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 1'6"x3'0"PEDESTAL 0.00 C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 203.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 0.00 0.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,229.50 2,229.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-C,IN' 220 I,.F. 0.00 0.00 DIAM.-PSE INC13 STALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. Dees Ergo COPIES TO: GRAY&OSBORNE,INC. PHIL VAN EARWAG '1 /f /`l � CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 5/28/2022 llv�� REPORT NO.: Week 21 Page 9 of 9 WEEKLY QUANTITY REPORT 4500 CITY OF RENTON Ci y a Cisboxrk.e,Lac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 I REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 05/21/22 CONTRACTOR Item Bid Prey. 5/16 5/17 5/18 5/19 5/20 5/21 Total No. Description Qty. Unit Total Al I W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 21.18% 21.18% AS CONTRACTOR SURVEYING I L.S. 47.42% 47.42% A6 ADA FEATURES SURVEYING 1 L.S. 43.75% 43.75% A7 UTILITY POTHOLING 25 EA 15.00 1.00 10.00 26.00 between sunset and 12th A8 RESOLUTION OF UTILITY 1 FA 4.32% 4.32% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 46.18% 46.18% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 28.24% 28.24% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 28.24% 28.24% Al2 FLAGGERS 3,200 HR 751.00 46.00 48.00 47.00 45.00 53.00 990.00 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 103.50 2.25 2.00 4.00 5.00 4.50 121.25 A 14 CONSTRUCTION SIGNS CLASS A 1,200 SF 664.48 664.48 A15 PORTABLE CHANGEABLE 8,200 IIR 2,404.00 2,404.00 MESSAGE SIGN OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 Alb OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 4991.75 72.00 72.00 72.00 72.00 72.00 72.00 5423.75 A18 CLEARING AND GRUBBING 0.7 ACRE 0.72 0.72 Al9 REMOVING DRAINAGE 9 EACH 0.00 1.00 1.00 2.00 STRUCTURE - 'ex.Cb 33,ex 926+99 A20 REMOVING STORM SEWER PIPE 230 L.F. 49.00 57.50 24.00 130.50 57.5 feet24 inch,24 feet of 12 inch concrete Page 1 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON Gray 8z Omi,cu n�, Imo. D WALL AVENUE NE CONSULDNG ENGINEERS G&O#20593 A21 REMOVAL OF STRUCTURES AND L.S. 100.00% o OBSTRUCTIONS 100.00/o Page 2 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON (Tray Sr(Daboz e, Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 5/16 5/17 5/18 5/19 5/20 5/21 Total No. Description Qty. Unit Total NI T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 493.33 493.33 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 938.50 938.50 AND GUI l'ER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 721.15 721.15 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 642.96 642.96 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 1,770.75 1,770.75 A28 UNSUITABLE FOUNDATION 430 C.Y. 67.01 0.74 67.75 EXCAVATION INCL.HAUL 1'x8'x30"sta.926+00 A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 0.00 A30 WATER 200 Iv1GAL, 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.011 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 Q.00 A33 CONSTRUCTION GEOTEXTILE FOR CO S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 7,427.56 7,427.56 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 511.90 511.90 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 2,623.86 PAVEMENT 2,623.86 A37 HMA CI,. 1/2 IN.PG 64-22 7,445 TON 598.07 598.07 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE. 1 CALC. 1.02% 1.02% ADJUSTMENT JOB MIX COMPLIANCE PRICE A40 ADJUSTMENT 1 CALC. 0.00% 0.00% COMPACTION PRICE A41 ADJUSTMENT 1 CALC. 0.00% 0.00% Page 3 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON C3ra.y.Sr O6aboane, Inc. DUVALL AVENUE NE CONSUUUING ENGINEERS G&O#20593 Item Pm'. 5/16 5/17 5/18 5/19 5/20 5/21 Total No. Description Qty. Unit Total M T W 'C F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 113.05 RETAINING WALL 3A 113.05 A43 SOLID WALL PVC STORM PIPE 190 L.F. 0.00 4 IN.DIAM. 0.00 A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 1,116.00 170.00 123.50 199.00 166.70 1,775.20 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 PIPE 18 IN.DIAM. 0.00 A46 POLYPROPYLENE STORM SEWER 70 L.F. 0.00 57.50 9.20 66.70 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 12 IN.DIAM. 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 D 296.10 DIAM. A49 CONCRETE INLET I EACH 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACH 16.00 1.00 1.00 18.00 cb 30,cb 29 A51 CATCH BASIN TYPE IL 5 EACH 2.00 1.00 1.00 4.00 cb 31,cb 28 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 0.90 1.00 1.90 A53 CONNECTION TO DRAINAGE STRUCTURE I1 EACH 6.00 1.00 7.00 A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 0.00 1.00 REPLACEMENT 1.00 A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 0.00 0.00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 0.00 A61 SHORING OR EXTRA EXCAVATION CLASS B 750 S.F. 0.00 0.00 A62 TELEVISION INSPECTION 1 L.S. 38.06% 38.06% EROSION CONTROL AND WATER A63 POLLUTION PREVENTION 1 L.S. 28.24% 28.24% Page 4 of 10 •.1 WEEKLY QUANTITY REPORT CITY OF RENTON Gray 8r Osborne, Ix DUVALL AVENUE NE GGNSIJI1ING ENGINEERS G&O#20593 Item Prey. 5/16 5/17 5/18 5/19 5/20 5/21 Total No. Description Qty. Unit Total M T W T F S ..ito Date Comments AM SILT FENCE . 4.300 Li,. 2,538.00 2,538 00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND MULCHING 970 SY 0.00 0.00 A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 IRRIGATION SYSTEM A71 RESTORATION 1 L.S. 0.00% 0.00% A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 1,648.00 AND GUTTER 1,648.0 A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 46.00 CURB 46.00 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 26.00 ENTRANCE TYPE 1 26.00 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 TYPE 1 0.00 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 TYPE 2 0.00 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.04 - A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 942.98 942.98 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 7.00 PARALLEL 7.00 A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 SINGLE DIRECTIONAL 0.00 A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 27.88% 27_88% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 10.00% 10.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 5 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON Gz ey�Oebarric�,Imo:. DUVALL AVENUE NE CONSUU1NG ENGINEERS G&O#20593 Item Prev. 5/16 5/17 5/18 5/19 5/20 5/21 Total ' No. Description Qty. Unit Total N1 T NV T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.P. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 _ 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LE 1TER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 MARKING-SHORT DURATION 0.00 A96 FUEL COST ADJUSTMENT 1 CALC. 8.45% _ 8.45% A97 STEEL COST ADJUSTMENT t CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 CONTRACT CORRECTION TO A99 REINSTATE RETAINAGE 1 LS 100.00% 100.00% CO No.1 A100 TRIPLE TREE REMOVAL 1 LS 100.00% 100.00% CO No.3 A 101 NATURAL 1N LIEU OF RECYCLED 1153 TN 790.17 CSTC 790.17 CO No.5,CO No.6 A102 WATER CONTROL 1 FA 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CONo.7 CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 265.75 265.75 A AND C CO No.8 A105 SIDEWALK-WALL FOOTING 1455 LF 800.00 800.00 CO No.9 A106 RELOCATE L12 FOUNDATION 1 FA 1.85 FORM1.85 CONo.]0 Item 4" Prev. 5/16 5/17 5/18 5/19 5/20 5/21 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% o 10%OF TOTAL OF BID 80.00/o SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 5.00% 5.00% Page 6 of 10 WEEKLY QUANTITY REPORT 405100 CITY OF RENTON Gaay 8zOsLarrio,I„G DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 866.89 866.89 BACKFILL FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 7 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON C' y 8z O�bow�®,Imo. DUVALL AVENUE NE CONSUL'UNG ENGINEERS G&O#20593 Item Prey. 5/16 5/17 5/18 5/19 5/20 5/21 Total No. Description Qty. Unit Total bI T W T F S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 FITTINGS 0.00 CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B 1 i CONNECTION TO EXISTING 4 EACH 2.00 WATER MAIN 2.00 CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1.00 WATER FACILITIES B14 FURNISH AND INSTALL 8-INCH GATE VALVE ASSEMBLY 2 EACH 0.00 0.00 B15 FURNISH AND INSTALL 12-INCH GATE VALVE ASSEMBLY 1 EACH 0.00 0.00 B 16 FURNISH AND INSTALL 16-INCH GATE VALVE ASSEMBLY 1 EACH 0.00 0.00 FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0.00 WATER MAIN Page 8of10 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Oshoine5, Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 5/16 5/17 5/18 5/19 5/20 5/21 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN 7.0 EACH 5.00 INCLUDING WET TAP BY 5.00 APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 0.00 WATER SERVICE CONNECTION 0.00 STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 5.00% 5.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF I EACH 0.00 0.00 ASSEMBLY Page 9 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON Gray LSz CUg1 z-rie,k11. DUVALL AVENUE NE CONSULTIN+ ENGINEERS G&O#20593 item Prey. 5/16 5/17 5/18 5/19 5/20 5/21 Total No. Description Qty. Unit Total , M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% L 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 216"x216"x2'0" 2 EACH 0.00 0.00 C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 4'8"x7'0"x5'8" 1.00 C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" C8 INSTALL VAULT-COMCAST TYPE I'6"x3'0"PEDESTAL 1 EACH 0.00 0.00 C9 INSTALL CONDUIT PIPE-2 IN. DIAM.-PSE 30 L.F. 203.00 203.00 C10 INSTALL CONDUIT PIPE-3 IN. DIAM.-PSE 270 L.F. 0.00 0.00 CI 1 INSTALL CONDUIT PIPE-4 IN. DIAM.-PSE 3280 L.F. 2,229.50 2,229.50 C12 INSTALL CONDUIT PIPE-6 IN. DIAM.-PSE 220 L.F. 0.00 0.00 C13 INSTALL CONDUIT PIPE-4 IN. DIAM.-COMCAST 180 L.F. 195.00 195.00 Reviewed Contractor's Record Drawings for conformity with fieldwork. Ares ON0 / 9 ; /71/1."------ COPIES TO: GRAY&OSBORNE,INC. PHIL VAN If'WAGE CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 5/21/2022 REPORT NO. : Week 20 Page 10of10 WEEKLY QUANTITY REPORT 1650 CITY OF RENTON Grey&08 1e,I DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REM I)TRUCKING&EXCAVATING,INC. WEEK ENDING: 05/14/22 CONTRACTOR Item Bid Prey. 5/9 5/10 5/.11 5/12 5/13 5/14 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 21.18% 21,18% A5 CONTRACTOR SURVEYING 1 L.S. 47.42% 47.42% Ab ADA FEATURES SURVEYING 1 L.S. 43.75% 43.75% A7 UTILITY POTHOLING 25 EA 11.00 4.00 15.00 A8 RESOLUTION OF UTILITY 1 FA 4.32% 4.32% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 46.18% 46.18% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 28.24% 28.24% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 28.24% 28.24% Al2 FLAGGERS 3,200 HR 565.50 40.00 42.00 44.00 31.50 28.00 751.00 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 80.00 7.50 3.00 2.00 7.00 4.00 103.50 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 648.48 16.00 664.48 added two way arrow sign A15 PORTABLE CHANGEABLE 8,200 HR 2,244.00 48.00 48.00 48.00 16.00 MESSAGE SIGN 2,404.00 A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 ITR 4487.75 72.00 72.00 72.00 72.00 72.00 72.00 4919.75 A18 CLEARING AND GRUBBING 0.7 ACRE 0.63 0.09 0.72 WORK ZONE E REMOVING DRAINAGE Al9 9 EACH 0.00 0.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 49.00 49.00 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON ( ,ey&( bw r o,L. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 5/9 5/10 5/11 5/12 5/13 5/14 Total No. Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 39.90 50.66 352.77 50.00 493.33 SIDEWALK WORK ZONE E A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 137.50 76.00 635.00 90.00 938.50 AND GUTCER WORK ZONE E A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 721.15 721.15 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 642.96 642.96 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 1,770.75 1,770.75 A28 UNSUITABLE FOUNDATION 430 C.Y. 67.01 67.01 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 0.00 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. _ 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 7,427.56 7,427.56 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 443.14 33.24 35.52 511.90 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 2,623.86 2,623.86 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 598.07 598.07 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 1.02% 1.02% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE I CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% ° ADJUSTMENT 0.00/o Page 2 of 9 • . • WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE Gray 8s Osbarric,hike. 0 ONSULTINC ENGINEERS G&O#20593 Item Prey. 5/9 5/10 5/11 5/12 5/13 5/14 Total ir No. Li.Description is, Qty. Unit Total 111 T W T F S to Date Comments A42 CONC. 4000 FOR 250 S.Y. 49.89 18.61 44.55 113.05 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 0.00 0.00 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 1,116.00 1,116.00 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 0.00 0.00 PIPE 24 IN.DIAM. A47 TR. 1 ST. STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 DIAM. A49 CONCRETE INLET l EACH 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACH 16.00 16.00 A51 CATCH BASIN TYPE 1L 5 EACH 2.00 2.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 0.90 0.90 A53 CONNECTION TO DRAINAGE 11 EACH 6.00 6.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL I EACH 0.00 0.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 0.00 0.00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 38.06% 38.06% A63 EROSION CONTROL AND WATER 1 L.S. 28.24% 28.24% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT 41121110 CITY OF RENTON DUVALL AVENUE NE 3-re y&CM3.orrze, CONSULTING ENGINEERS G&O#20593 Item Prev. 5/9 5/10 5/11. 5/12 5/13 5/14 Total No. Description Qty. Unit Total M T W T F S to Date Comments A64 SILT FENCE 4,300 L.P. 2,040.00 323.00 175.00 2,538.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0 00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 HARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYS ELM 1 L.S. 0.00% 0.00°fo RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0,00% A73 CEMENT CONC.TRAFFIC CURB v 4;615 L.F. 1,648.00 1,648,0 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.P. 0.00 0.00 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 46.00 46.00 CURB A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC. DRIVEWAY 160 S.Y. 26.00 2 ENTRANCE TYPE 1 60() A78 RAISED PAVEMENT MARKER 11 IIUND 0,00 0.00 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 942.98 942.98 A83 CEMENT CONC.CURB RAMP TYPE 11 L ACI I 7.00 7.00 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 100 SINGLE DIRECTIONAL 0.00 A85 ELECTRICAL SYSTEM,COMPLETE I L.S. 27.88% 27.88% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT ! L.S. I0.00% MARKINGS 10.00/o A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 • WEEKLY QUANTITY REPORT lleb CITY OF RENTON Gray&Osbo E,Ir.c. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item , 11111 Prev. 5/9 5/10 5/11 5/12 5/13 5/14 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 8.45% 8.45% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 LS 100.00% 100.00% REINSTATE RETAINAGE CO No.l A100 TRIPLE TREE REMOVAL 1 LS 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 790.17 790.17 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 FA 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CO No.7 _ CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 252.75 4.0x) 9.00 265.75 A AND C CO No.8 A105 SIDEWALK-WALL FOOTING 1455 LF 800.00 800.00 CONo.9 A 106 RELOCATE L12 FOUNDATION 1 FA 1.85 1.85 FORM CO No.10 Item Prev. 5/9 5/10 5/11 5/12 5/13 5/14 Total No. Description Qty. Unit Total M T W T F S to Date Comment SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 5.00% 5.00% Page 5 of 9 WEEKLY QUANTITY REPORT 45110 CITY OF RENTON Grimm.",8& sbo Omr,, I DUVALL AVENUE NE CONSULTING ENGINEERS G&O##20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 866.89 866.89 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 6 of 9 r WEEKLY QUANTITY REPORT CITY OF RENTON Cray sr OSI) ®,Imo. DUVALL AVENUE NE C GNSULTING ENGINEERS C&O#20593 Item Prey. 5/9 5/10 5/11 5/12 5/13 5/14 Total • No. Description Qty. Unit Total M T W to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LI3S 0.00 0.00 FITTINGS CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 2.00 2.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1.00 WATER FACILITIES BI3 D 14 FURNISH AND INSTALL 8-INCH 2 EACH 0.00 0.00 GATE VALVE ASSEMBLY B 15 FURNISH AND INSTALL 12-INCH 1 EACH 0.00 0.00 GATE VALVE ASSEMBLY B 16 FURNISH AND INSTALL 16-INCH 1 EACH 0.00 0.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON 8�O®borne,Tna DUVALL AVENUE NE Cray CONSULTING ENGNEERS G&O#20593 Item Prey. 5/9 5/10 5/11 5/12 5/13 5/14 Total No. Description P Qty. Unit Total N1 'I' W T I' S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 5.00 5.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL I-INCH 1 EACH 0.00 0.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN I L.S. 5.00% 5.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.00 0.00 ASSEMBLY Page 8 of 9 • . WEEKLY QUANTITY REPORT CITY OF RENTON Camay oE DUVALL AVENUE NE C ON SUL11NG ENGINEERS G&O#20593 Item Prey. 5/9 5/10 5/11 5/12 5/13 5/14 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669,00 669.00 C-5 INSTALL VAULT-PSE TYPE 2 EACII 0.00 0.00 2'6"x2,6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACII 1.00 1.00 4'8"x7'01"x518" INSTALL VAULT-PSE TYPE C7 5'3"x2'3"x2'9„ 1 EACH 0.00 0.00 C8 INSTALL VAULT-COMCAST TYPE 1 EACII 0.00 0.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 203.00 DIAM.-PSE CIO INSTALL CONDUIT PIPE-3 IN. 270 L.F. OAO 0.00 DIAM.-PSE C1I STALL CONDUIT PIPE-4 IN. 3280 L.F. 2,229.50 2,229.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 0.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DLAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. Eves ONo COPIES TO: GRAY&OSBORNE,INC. PAIL AN EARWAGE CITY OF RENTON RESIDENT SPECTOR ignature) DATE: 5/1 4/2022 REPORT NO.: Week 19 Page 9 of 9 WEEKLY QUANTITY REPORT 42530 CITY OF RENTON -z..y tJ$bb�ne, 1GI DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 05/07/22 CONTRACTOR Item Bid Prey. 5/2 5/3 5/4 5/5 5/6 5/7 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 21.18% 21.18% A5 CONTRACTOR SURVEYING 1 L.S. 47.42% 47.42% A6 ADA FEATURES SURVEYING 1 L.S. 43.75% 43.75% A7 UTILITY POTHOLING 25 EA 11.00 11A0 A8 RESOLUTION OF UTILITY 1 FA 4.32% 432% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 I,S. 46.18% 46.18% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 28.24% 2824% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 28.24% 28.24% Al2 FLAGGERS 3,200 HR 439.50 41.50 29.50 6.00 34.00 15.00 565.50 A 13 OTIIER TRAFFIC CONTROL LABOR 1,000 HR 44.00 1.00 2.00 7.00 19.00 7.00 80.00 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 538.48 65.00 45.00 648.48 A15 PORTABLE CHANGEABLE 8,200 HR 2,004.00 48.00 48.00 48.00 48.00 2,196.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 IIR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 FIR 3983.75 72.00 72.00 72.00 72.00 72.00 72.00 4415.75 A18 CLEARING AND GRUBBING 0.7 ACRE 0.63 0.63 A19 REMOVING DRAINAGE 9 EACH 0.00 0.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 49.00 _ 49.00 A21 REMOVAL OF STRUCTURES AND 1 L.S. 100.00% 100.0090 OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray t3.C) boi x , Irmo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Pre,. 5/2 5/3 5/4 5/5 5/6 5/7 Total No. Description Qty. Unit Total RI 'I' W T F S to Date Comments A22 REMOVING CEMENT GONG' 570 S.Y. 32.41 7.49 39.90 5'x5=2.77,4'6"x5'=2.50,4'x5'=2.22 for fore SIDEWALK hydrants _ A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 116.50 21.00 137.50 AND GUTTER fire hydrant install, A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 721.15 PAVEMENT 721.15 A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 642.96 642,96 HAULA27 GRAVEL BORROW INCL.HAUL 530 TON 1,770.75 1,770.75 A28 UNSUITABLE FOUNDATION 430 C.Y. 67.01 EXCAVATION INCL.HAUL 67.01 A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 0,00 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE _ ASPHALT PULVERIZATION FOR A34 USE AS RECYCLED PAVEMENT 15,000 S.Y. 0.00 7,427.56 7,427.56 2089'x 32'=66848=7427.56 E CRUSHED SURFACING TOP A35 2,583 TON 409.33 33.81 443.14 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 2,623.86 2,623.86 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 25.80 123.00 449.27 S98.07 A38 ROADWAY CORE 10 EACH 0.00 _ 0.00 A39 ASPHALT COST PRICE I CALC. 1.02% ADJUSTMENT 1.02% A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% ° ADJUSTMENT 0.00/o COMPACTION PRICE A41 1 CALC. 0.00% ADJUSTMENT 0.00% - - s St9 Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Camay OBbo=ne,Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O 020593 Item Prey. 5/2 5/3 5/4 5/5 5/6 5/7 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 22.78 27.11 49.89 RETAINING WALL 3A 244'x 1'2nd pour A43 SOLID WALL PVC STORM PIPE 190 L.F. 0.00 0.00 4 IN.DIAM. POLYPROPYLENE STORM SEWER A44 2,910 L.F. 1,116.00 1,116.00 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 0.00 0.00 PIPE 24 IN.DIAM. _ A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DDUCMTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 A49 CONCRETE INLET 1 EACH 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACH_ 16.00 16.00 A51 CATCH BASIN TYPE 1L 5 EACH 2.00 2.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 0.90 0.90 A53 CONNECTION TO DRAINAGE 11 EACH 6.00 6.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 0.00 0.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOF1LTRATION UNIT 13 EACH 0.00 _ 0.00 A60 FILLING PIPE WITH CDF 42 _ C.Y. 0.00 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 38.06% 38.06% A63 EROSION CONTROL AND WATER 1 L.S. 28.24°!0 28.24% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON GY-ay SE Osbo c,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 5/2 5/3 5/4 5/5 5/6 5/7 Total Atte Description Qty. Unit Total M I' W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 2,040.00 2,040.00 A65 INLET PROTECTION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 1,648.00 1,648.0 AND GU I'I'hR A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 46.00 46.00 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 26.00 26.00 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.00 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 _ A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 942.98 942.98 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 7.00 7.00 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE I L.S. 27.88% 27.88% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 10.00% 10.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE Cad.,, osbco r,e,I. G&O#20593 CONSULTING ENGINEERS Item Prev. 5/2 5/3 5/4 5/5 5/6 5/7 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTF,1) WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.P. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.P. 0.00 0.00 MARKING-SHORT DURATION r A96 FUEL COST ADJUSTMENT 1 CALC. 8.45% 8.45% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 LS 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A100 TRIPLE TREE REMOVAL 1 LS 100.00% 100,00% CO No.3 'A101 NATURAL IN LIEU OF RECYCLED 1153 TNN 775.52 14.65 790.17 CSTCCO No.5,CO No.6 A102 WATER CONTROL 1 FA 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 LS 100.00% 100.00% CO No.7 CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 247.25 5.50 252.75 A AND C CO No.8 A105 SIDEWALK-WALL FOOTING 1455 1,F 800.00 800.00 CONo.9 A106 RELOCATEO L12 FOUNDATION 1 FA 1.85 1.85F CO No.10 Item Prev. 5/2 5/3 5/4 5/5 5/6 5/7 Total No. Description Qty. Unit _ Total M '1' W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) I32 TRENCH SAFETY SYSTEMS 1 L.S. 5.00% 5.00% Page 5 of 9 WEEKLY QUANTITY REPORT 425130 CITY OF RENTON C3nl-r.y&()shame', lac, DUVALL AVENUE NE CONSULTING ENGINEERS C&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 866.89 866.89 RACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH 136 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 6 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE C3rray Osliornc, Inc_ G&O#20593 CONSULTING ENGINEERS Item Prey. 5/2 5/3 5/4 5/5 5/6 5/7 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITf1NGS 740 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 1..BS 0.00 0.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACTI 2.00 2.00 WATER MAIN CUT AND CAP EXISTING WATER B 12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1.00 WATER FACILITIES B13 B14 FURNISH AND INSTALL 8-INCII 2 EACH 0.00 0.00 GATE VALVE ASSEMBLY Bl5 FURNISH AND INSTALL 12-INCH 1 EACH 0 00 0.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 0.00 0.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL EIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Camay&OSLorcie, Lobo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey, 5/2 5/3 5/4 5/5 5/6 5/7 Total No. Description Qty. Unit Total M 7' W T F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 4.00 1.00 5.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR finished installing 3 hydrants B 19 FURNISH AND INSTALL 1-INCH I EACH 0.00 0.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 5.00% 5.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF I EACH 0.00 0.00 ASSEMBLY Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON CiI y OS6o e7 Ir- DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 5/2 5/3 5/4 5/5 5/6 5/7 Total 111Mili MO. No. Description Qty. Unit Total 'vl T W T I F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 INSTALL VAULT-PSE TYPE CS 2'6"x2'6"x2'0" 2 EACH 0.00 0.00 C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1.00 4'8"x7'0"x5'8" _ C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 203.00 DIAM.-PSE _ CIO INSTALL CONDUIT PIPE-3 IN. 270 L.F. 0.00 0.00 DIAM.-PSE C 11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,229.50 2,229.50 DIAM.-PSE C 12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 0.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. pees [No COPIES TO: GRAY&OSBORNE,INC. PHIL VAN EARWA `I1 CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 5/7/2022 REPORT NO.: Week 18 Page 9 of 9 WEEKLY QUANTITY REPORT 411/20 CITY OF RENTON DUVALL AVENUE NE Grey SE Osborn , Inc. G&O#20593 C ON5ULTING ENGINEERS REED TRUCKING &EXCAVATING, INC. WEEK ENDING: 04/30/22 CONTRACTOR Item Bid Prey. 4/25 4/26 4/27 4/28 4/29 4/30 Total No. Description Qty. Unit Total M T _ W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN _ 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE I L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. , 15.30% 5.88% 21.18% A5 CONTRACTOR SURVEYING I L.S. 41.06% 6.36% 47.42% A6 ADA FEATURES SURVEYING 1 L.S. 37.50% 6.25% 43.75% A7 UTILITY POTHOLING 25 EA 6.00 2.00 3.00 11.00 4 watermain pot holes and one gas main at 10th A8 RESOLUTION OF UTILITY 1 FA 4.32% 4.32% CONFLICTS _ A9 COVID-19 HEALTH AND SAFETY 1 L.S. 40.30% 5.88% 46.18% PLAN OTHER TEMPORARY TRAFFIC I L.S. 20.40% 7.84% 28.24% A l U CONTROL Al L TRAFFIC CONTROL SUPERVISOR 1 L.S. 20.40% 7.84% 28.24% Al2 FLAGGF,RS 3,200 HR 356.75 18.00 29.75 10.00 18.00 7.00 439.50 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 37.00 2.00 2.00 L.00 1.00 1.00 44.00 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 538.48 538.48 PORTABLE CHANGEABLI: 8,200 HR 2,004.00 2,004.00 A15 MESSAGE SIGN OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 A16 OFFICER _ _ A 17 SEQUENTIAL ARROW SIGN 15,000 FIR 3506.75 59.00 58.00 72.00 72.00 72.00 72.00 3911.75 A18 CLEARING AND GRUBBING 0.7 _ ACRE 0.634 0.634 0.124 AC Added to prey.per PE 5 REMOVING DRAINAGE 9 EACH 0.00 0.00 A19 STRUCTURE . A20 REMOVING STORM SEWER PIPE 230 L.F. 35.00 14.00 49.00 intake at existing eb 1 i Page 1 of 10 1 . WEEKLY QUANTITY REPORT CITY OF RENTON G,�y Osbow,Lao. DUVALL AVENUE NE CONSULTING ENGINEERS G&O 420593 A21 REMOVAL OF STRUCTURES AND 1 I,S. 100.00% 100.00% OBSTRUCTIONS Page 2 of 10 WEEKLY QUANTITY REPORT lielb CITY OF RENTON Gr.my & bo e,kw.. DUVALL AVENUE NE CONSULTING ENGINEERS G&O 420593 Item Prey. 4125 4/26 4/27 4/28 4/29 4/30 Total No. Description Qty. Unit Total M T W T F S to Date Comments REMOVING CLN1LNT CONC. 570 S.Y. 32.41 f 32.41 A22 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 116.50 116.50 AND GU 1ThR A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 671.38 20.55 22.78 6.44 721.15 PAVEMENT ROADWAY EXCAVATION INCL. 6,850 C.Y. 642.96 642.96 A26 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 1,770.75 1,770.75 UNSUITABLE FOUNDATION 430 C.Y. 67.01 67.01 A28 EXCAVATION INCL.HAUL _ A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 _ 0.00 A30 WATER 200 MGAL 0.00 0.00 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 A31 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 _ 0.00 A3 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0•00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 0.00 0.00 USE AS RECYCLED PAVEMENT _ CRUSHED SURFACING TOP 2,583 TON 409.33 409.33 A35 COURSE _ PLANING BITUMINOUS 3,500 S.Y. 0.00 2,623.86 2,623.86 A36 PAVEMENT . A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 19.04 1.71 5.05 il 25.80 A38 ROADWAY CORE 10 EACH 0.00 0.00 ASPHALT COST PRICE 1 CALC. 0.00% 1.02% 1.02% A39 ADJUSTMENT _ JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% A40 ADJUSTMENT COMPACTION PRICE 1 CALC. 0.00% 0.00% A41 ADJUSTMENT Page 3 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON Gray 8r Osborxi®, Inc:. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 4/25 4/26 4/27 4/28 4/29 4/30 Total No. Description Qty. Unit Total _ M T W T F S to Date Comments ,„ CONC.CLASS 4000 FOR 250 S.Y. 0.00 I 22.78 A42 77'78 RETAINING WALL 3A I 1 205'of 1'wall SOLID WALL PVC STORM PIPE 190 L.F. 0.00 0.00A43 4 IN.D1AM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 1,116.00 1,116.00 PIPE 12 IN.DIAM. _ A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. POLYPROPYLENE STORM SEWER 70 L.F. 0.00 0.00 A46 PIPE 24 1N.DIAM. A47 TR, 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 DIAM. - - _ A49 CONCRETE INLET 1 EACH 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACH 16.00 16.00 A51 CATCH BASIN TYPE IL 5 EACI-I 2.00 2.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 0.90 0.90 CONNECTION TO DRAINAGE 11 EACH 6.00 6.00 A53 STRUCTURE . A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 MANHOLE#33 PARTIAL 1 EACH 0.00 0.00 A57 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 _EACH 0.00 0.00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 . 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION I L.S. 33.00% 5.06% 38.06% EROSION CONTROL AND WATER ] L.S. 20.40/o A63 7.84% 28.24% POLLUTION PREVENTION Page 4 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE (3 r. -ar 0196arrie,Inc. G&O 420593 CONSULTING ENGINEERS Item Prey. 4/25 4/26 4/27 4/28 4/29 4/30 Total No. Description M Qty. Unit Total '.1I T W T F S to Date Comments A64 SILT'FENCE 4,300 L.P. 2,040.00 _ 22,0411.00 A65 INLET PROTLC IION 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A71 RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% CEMENT CONC.TRAFFIC CURB 4,615 L.F. 1,648.00 1,648.0 A73 AND GU I'1•ER A74 CEMENT CONC.TRAFFIC CURB _ 160 L.F. 0.00 0.00 CEMENT CONC.PEDESTRIAN 145 L.F. 46.00 46.00 A75 CURB A76 EXTRUDED CURB 2,350 L.P. 0.00 _ 0.00 CEMENT CONC.DRIVEWAY 160 S.Y. 26.00 26.00 A77 ENTRANCE TYPE I RAISED PAVEMENT MARKER 11 HUND 0.00 0.00 A78 TYPE 1 RAISED PAVEMENT MARKER 3 HUND 0.00 0.00 A79 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. _942.98 942.98 CEMENT CONC.CURB RAMP TYPE 11 EACH 7.00 7.00 A83 PARALLEL _ CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.00 A84 SINGLE DIRECTIONAL A85 ELECI•RICAL SYSTEM,COMPLETE 1 L.S. 21.96% 5.92% 27.88% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% REMOVING PAVEMENT 1 L.S. 10.00% 10.00%A87 MARKINGS . A88 PAINT LINE 12,300 L.F. 0.00 0•00 Page 5 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON Gx�,.y.8z Osl7,oi-nco, I,ic. DUVALL AVENUE NE CONSULTING ENGINEERS G&O 420593 Item Prey. 4/25 4/26 4/27 4/28 4/29 4/30 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE, 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACI-I 0.00 0.00 A91 PI.AS'I'IC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 _ A9� TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 0.00% 8.45% 8.45% A97 STEEL COST ADJUSTMENT I CALC. 0.00% 0.00% A98 MAILBOX SUPPORT, TYPE 1 1 EACH 0.00 _ 0.00 A99 CONTRACT CORRECTION TO 1 I.5 100.00% 100.00% REINSTATE RETAINAGE CO No,1 A100 TRIPLE TREE REMOVAL 1 LS 100.00% 100.00% CO No.3 NATURAL IN LIEU OF RECYCLED A101 CSTC 1153 TN 775.52 775.52 Co No.5,CO No.6 AI02 WATER CONTROL 1 FA 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 LS 0.00% 100% 100% CO No.7 CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 242.75 4.50 247.25 A AND C CO No.8 A105 SIDEWALK-WALL FOOTING 1455 LF _ 800.00 800.00 CONo.9 A106 RELOCATE L12 FOUNDATION 1 FA 0.00 185% 185% FORM CO No.10 Item Prey. 4/25 4/26 4/27 4/28 4/29 4/30 Total No. Description Qty. _ Unit Total M T W _ T F S to Date Comments SCHEDULE B.WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED I L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) _ _ B2 TRENCH SAFETY SYSTEMS 1 L.S. 5.00% 5.00% Page 6ofl0 WEEKLY QUANTITY REPORT CITY OF RENTON (Tay 4 CSba�n,e, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL SELECT IMPORTED TRENCH 1,265 TON 866.89 866.89 B4 BACKFILL B5 "4110' '41100`. "410' '. -.41111.11111111111"'. FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH Bb RESTRAINED-JOINT FITTINGS 20 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 7 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON CTi e y 8r(DsLsorne, Lac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20.593 4/30 Total Prey. 4/25 4/26 4/27 4/28 4/29 Item No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL 12-INCh CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 0.00 FITTINGS CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 2.00 2.00 WATER MAIN CUT AND CAP EXISTING WATER B 12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1.00 WATER FACILITIES B 13 --� i - B 14 FURNISH AND INSTALL 8-INCH 2 EACH I 0.00 0.00 GATE VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH 1 EACH 0.00 0.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH I EACH 0.00 0.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0.00 WATER MAIN Page 8 of 10 WEEKLY QUANTITY REPORT 4651) CITY OF RENTON DUVALL AVENUE NE CT=,ey Dylcsrne, Inc. G&O#20593 CONSULTNG ENGINEERS Item Prey. 4/25 4/26 4/27 4/28 4/29 4/30 Total No. Description Qty. Unit Total M T W T' F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON 2.00 4.00 B18 EXISTING WATER MAIN 7.0 FACI1 2.00 —3 3H 5 t1 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR wet tap only on 892+52,896+59,901+25 B19 FURNISH AND INSTALL 1-INCH I EACH 0.00 0.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 5.00% 5.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.00 0.00 ASSEMBLY Page 9 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON Camay'Sr CIaaborne,Lake_ DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 'Item Prey. 4/25 4/26 4/27 4/28 4/29 4/30 Total No. Description Qty. Unit Total Nl T W T F _ S to Date Comments SCHEDULE C- UNDERGROUND UTILITIES CI SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% _ 100.00% _ C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1.00 4'8"x7'0"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" CS INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 l'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 203.00 DIAM.-PSE _ _ INSTALL CONDUIT PIPE-3 IN. 270 L.F. 0.00 0.00 C 10 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,229.50 2,229.50 DIAM.-PSE . INSTALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 0.00 C12 DIAM.-PSE _ INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 C 13 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. Wires ❑No COPIES TO: GRAY&OSBORNE,INC. PHIL VAN EARWA V"Vty CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 4/30/2022 REPORT NO. : Week 17 Page 10 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON G�•�y OsLo,Lr,e, I, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 04/23/22 CONTRACTOR Item Bid Prey. 4/18 4/19 4/20 4/21 4/22 4/23 Total No. Description Qty. Unit _ Total M '1' W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S, 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% S 10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 15.30% 15.30% A5 CONTRACTOR SURVEYING 1 L.S. 40.96% 40.96% A6 ADA FEATURES SURVEYING I L.S. 37.50% 37.50% A7 UT'ILiTY POTHOLING 25 EA 6.00 6.00 A8 RESOLUTION OF UTILITY 1 FA 4.32% 4.32% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 40.30% 40.30% PLAN AIO OTHER TEMPORARY TRAFFIC l L.S. 20.40% o CONTROL 20.40/o All TRAFFIC CONTROL SUPERVISOR 1 L.S. 20.40% 20.40% Al2 FLAGGERS 3,200 HR 289.25 9.00 29.50 9.00 20.00 356.75 A13 OT'I1ER TRAFFIC CONTROL LABOR 1,000 HR 29.00 2.00 2.00 2.00 2.00 37.00 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 538.48 538.48 A15 PORTABLE CHANGEABLE 8,200 HR 2,004.00 2,004.00 MESSAGE SIGN Alb OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 FIR 3124.25 59.00 48.00 60.50 59.00 60.00 48.00 3458.75 A18 CLEARING AND GRUBBING 0.7 ACRE 0.51 0.51 A19 REMOVING DRAINAGE, 9 EACH 0.00 0.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 35.00 35.00 Alt REMOVAL OF STRUCTURES AND I L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Grey Osborne,Lam. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 "Item' Prey. 4/18 4/19 4/20 4/21 4/22 4/23 Total No. Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 32,41 32.41. SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 116.50 116.50 AND GUFI'ER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 671.38 671.38 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 642.96 642.96 UL A27 GRAVEL BORROW INCL.HAUL 530 TON _1,770.75 1,770.75 A28 UNSUITABLE FOUNDATION 430 C.Y. 67.01 67.01 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 0.00 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 0.00 0.00 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 409.33 409.33 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 0.00 0.00 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 19.04 19.04 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 WEEKLY QUANTITY REPORT *51,1411 CITY OF RENTON Camay Liz-Osho xxe, Imo:. DI VALL AVENUE NE CONSULTING ENGINEERS G&O 420593 Item Prey. 4/18 4/19 4/20 4/21 4/22 4/23 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 0.00 0.00 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 0.00 0.00 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 7 910 L,F. 817,00 80.00 136.00 55.00 28.00 1,116.00 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 0.00 0.00 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. _ A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 DIAM. A49 CONCRETE INLET l EACH 0.00 1.00 1.00 A50 CATCH BASIN TYPE 1 28 EACH 13.00 1,00 1.00 1,00 16.00 CB12,CB 16,CB17 A51 CATCH BASIN TYPE 1L 5 EACH 2.00 2.00 A52 CATCI-I BASIN TYPE 2 48 IN.DIAM. 2 EACH 0.90 0.90 A53 CONNECTION TO DRAINAGE 11 EACH 5.00 1.00 6,00 STRUCTUREExisting cb 11 A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL I EACH 0.00 0.00 REPLACEMENT _ A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 0.00 0.00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 33.00% 33.00% EROSION CONTROL AND WATER A63 1 L.S. 20.40% 20.40% POLLUTION PREVENTION Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Czray 43z�9 1-.E.e,Inc DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 4/18 4/19 4/20 4/21 4/22 4/23 Total No. Description Qty. Unit Total M T w T F S to Date _ Comments A64 SILT FENCE 4,300 L.F. 2,040.00 2,040.00 A65 INLET PRO'CEC77ON 30 EACH 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% o RESTORATION OAO/o A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 1,632.00 16.0 1,648.0 curb on 7th AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 0.00 46.00 46.00 CURB tamps at 10th,9th,7th A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. U.00 26.00 26.00 ENTRANCE TYPE 1 driveway 51+04 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.00 TYPE 1 A79 RAISED PAVEMENT MARKER 3 IIUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.P. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 546.66 396.32 942.98 filled in gaps between 10th and 7th A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 0.00 7.00 7.00 PARALLEL 10th(2),9th(2),8th(2),7th(1) A84 CEMENT CONC.CURB RAMP TYPE 1 EACI I 0.00 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE I L.S. 21.96% 21.96% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 RI MOVING PAVEMENT 1 L.S. 10.00% MARKINGS 10.00% A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON ( rL.y L Osboa-nin, L . DUVALL AVENUE NE c OAau,_I NG ENGINEERS RS G&O#20593 Item Prey. 4/18 4/19 4/20 4/21 4/22 4/23 Total No. Description Qty. Unit Total , M T W T F S to Date Comments A89 PAINTED WIDE LANE I,1NE _ 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACI-I 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31500 L.F. 0.00 0.00 MARKING-SHORT DURATION , A96 FUEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 LS 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A100 TRIPLE TREE REMOVAL 1 LS 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 775.52 775.52 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 FA 66.71% _ 66.71% CO No.5 A 103 ADDITIONAL SURVEY 1 LS 0.00% 0.00% CO No.7 CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 168.75 74.00 242.75 A AND C CO No.8 A105 SIDEWALK-WALL FOOTING 1455 LF 598.00 202.00 800.00 CO No.9 A106 RELOCATE 1,12 FOUNDATION 1 FA 0.00 0.00 FORM CO No.I0 Item Prey. 4/18 4/19 4/20 4/21 4/22 4/23 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND I31 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF HID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 5.00% 5.00% Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE Cixay CONSULTING ENGINEERS G&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 866.89 866.89 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 6 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON p� DUVALL AVENUE NE CirdL3*(?_.CONSJLI1NG CRO 420593 Item Prev. 4/18 4/19 4/20 4/21 4/22 4/23 Total No. Description Qty. Unit Total 111 T W T F S to Date Comments FURNISII AND INSTALL 12-INCII CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITII B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 0.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACII 2.00 2,00 WATER MAIN CUT AND CAP EXISTING WATER B 12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1.00 WATER FACILITIES 1313 FURNISH AND INSTALL 8-INCH A14 2 EACIi 0.00 0.00 GATE VALVE ASSEMBLY B 15 FURNISH AND INSTALL 12-1NCII 1 EACH 0.00 0.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 0.00 0.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE 13 I7 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C L•e y Caab4=.nta,Imo. DUVALL AVENUE NE CONS-LIVING ENGINEERS GBGO#E20593 Item Prey. 4/18 4/19 4/20 4/21 4/22 4/23 Total No. Description Qty. lJnit Total M T W T F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 2.00 2.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR D 19 FURNISH AND INSTALL 1-INCH 1 EACH 0.00 0.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 5.00% 5.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF I EACH 0.00 0.00 ASSEMBLY Page 8 of 9 WEEKLY QUANTITY REPORT 45140 CITY OF RENTON DUVALL AVENUE NE C'7raay crOs}wrne,Iran. G&O#20593 CONSULTING ENGINEERS Item Prey. 4/18 4/19 I 4/20 4/21 4122 4/23 Total No. Description Qty. Unit Total M T W T F' S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 Cl LATERAL TRENCH 1,150 L.F. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1.00 48 x70 x58 C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 53 x23 x29 C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 1'6"x3'0"PEDESTAL INSTALL CONDUIT PIPE-2 IN. C9 30 L.F. 203.00 203.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 0.00 0.00 DIAM.-PSE ell INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,229.50 2,229.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.P. 0.00 0.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 I.Y. 195.00 195.00 ,DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. E✓Yes ONo II COPIES TO: GRAY&OSBORNE,INC. PHIL VAN EAR AG V A-1( CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 4/23/2022 REPORT NO. : Week 16 Page 9 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE Grnq CPsborric., Iris. G&O#20593 C ONSUL11NG ENGINEERS REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 04/16/22 CONTRACTOR Item Bid Prey. 4/11 4/12 4/13 4/14 4/15 4/16 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 15.30% 15.30% A5 CONTRACTOR SURVEYING 1 L.S. 40.96% 40,96% A6 ADA FEATURES SURVEYING 1 L.S. 37.50% 37.50% A7 UTILITY POTHOLING 25 EA 6.00 6.00 A8 RESOLUTION OF UTILITY 1 FA 4.32% 4.32%, CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 40.30% 40.30% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 20.40% 20.40% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 20.40% 20.40% Al2 FLAGGERS 3,200 HR 238.50 8.00 10.00 725 25.50 289.25 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 21.00 2.00 2.00 2.00 2.00 29.00 Al4 CONSTRUCTION SIGNS CLASS A 1,200 SF 538.48 538.48 A15 PORTABLE CHANGEABLE 8;200 HR 2,004.00 2,004.00 MESSAGE SIGN Alb OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER All SEQUENTIAL ARROW SIGN 15,000 HR 2,748.00 58.00 60.00 57.25 57.00 48.00 48.00 3,076.25 work zone A&C,added for work zone A 18 CLEARING AND GRUBBING 0.7 ACRE 0.34 0.51 work zone e west side and work zone b A19 REMOVING DRAINAGE EACH 0.00 0.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 0.00 35.00 35.00 culvert at highlands east auto driveway Page 1 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON ( .y DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REMOVAL OF STRUCTURES AND A21 OBSTRUCTIONS 1 L.S. 100.00% 100.00% it Page 2 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON Grimy ttz adLo •rke,L . . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey', 4/11. 4/12 4/13 4/14 4/15 4/16 Total No. Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 32.41 32.41 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 116.50 116.50 AND GUI'I'ER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0,00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 671.38 671.38 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 609.26 33.70 642.96 HAUL removed down to subgrade for driveway at 51+83 A27 GRAVEL BORROW INCL. HAUL 530 TON 1,483.26 48.11 96.50 71.30 71.58 1,770.75 A28 UNSUITABLE FOUNDATION 430 C.Y. 67.01 67.01 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 0.00 A30 WATER 200 MCAT, 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 • A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE • A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 0.00 0.00 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,583 TON 365.67 43.66 409.33 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 0.00 0.00 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 19.04 19.04 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE ] CAL.C. 0.00% 0.00% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% ° ADJUSTMENT 0.00/o A41 COMPACTION PRICE 1 CALC. 0.00% ° ADJUSTMENT0.00/o Page 3 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE CiF•eLy�_4:Dsii.crrr.c=, Ieuc. p_ CONSULTING ENGINEERS C&O#20593 Item Prey. 4/11 4/12 4/13 4/14 4/15 4/16 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC. CLASS 4000 FOR 250 S.Y. 0.00 0.00 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.P. 0.00 0.00 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 910 L.F. 817.00 817.00 PIPE 12 IN. DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN. DIAM, A46 POLYPROPYLENE STORM SEWER 70 L.F. 0.00 0.00 PIPE 24 IN.DIAM. A47 TR. 1 ST. STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 DIAM. A49 CONCRETE INLET 1 EACH 0.00 0.00 A50 CATCH BASIN TYPE 1 28 EACH 13.00 13.00 A51 CATCH BASIN TYPE IL 5 EACH 2.00 2,00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 0.90 0.90 A53 CONNECTION TO DRAINAGE 11 EACH 5.00 5.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACII 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#/33 PARTIAL 1 EACII 0.00 0.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BROFILTRATION UNIT 13 EACH 0.00 0.00 A60 PILLING PIPE WITII CDF 42 C.Y. 0.00 0.00 A61 SHORING OR EXTRA EXCAVATION CLASS B 7S0 S.P. 0.00 0.00 A62 TELEVISION INSPECTION 1 L.S. 33.00% 33.00% EROSION CONTROL AND WATER A63 I 20 40% POLLUTION PREVENTION L.S. 20.40% Page 4 of 10 � J WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE Li.-.my Ostiorri ,11.11.1%CONSULTING ENGINEERS C&O 420593 Item Prey. 4/11 4/12 4/13 4/14 4/15 4/16 Total No. Description Qty. Unit Total NI to Date Comments A64 SILT FENCE 4,300 L.F. 1,232.00 808.00 2,040.00 work zone e A65 INLET PROTECTION 30 EACI-I 62.00 62.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCII 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 All IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.P. 1,625.50 6.50 1,632.0 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.P. 0.00 0.00 A75 CEMENT CONC.PEDESTRIAN 145 L.F, 0.00 0,00 CURB A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 0.00 0.00 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.00 TYPE 1 A79 RAISED PAVEMENT'MARKER 3 HUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 0.00 546.66 546.66 A83 CEMENT CONC.CURB RAMP TYPE 11 EACII 0.00 0.00 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 21.96% 21.96% A86 PERMANENT SIGNING l L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 10.00% 10.00% MARKINGS A88 PAINT LINE 12,300 L,F. 0.00 0.00 Page 5of10 WEEKLY QUANTITY REPORT CITY OF RENTON C� 77 DUVALL AVENUE NE .l]•8.y "U46OI:IUD, Lii. CONSULTING ENGINEERS GSLO#20593 Item Prey. 4/11 4/12 4/13 4/14 4/15 4/16 Total No. Description Qty. Unit 'total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.E. 0.00 _ 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.P. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 0.00% _ 0.00% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT, TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 LS 100.00% ° REINSTATE RETAINAGE 100.00%o CO No.1 M 00 TRIPLE TREF,REMOVAL I LS 100.00% 100.00% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 775.52 775.52 CSTC CO No.5,CO No.6 A102 WATER CONTROL I FA 66.71% _ 66.71% CO No,5 A103 ADDITIONAL SURVEY 1 LS 0.00% 0.00% CO No.7 CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 95.50 73.25 168.75 A AND C CO No.8 A105 SIDEWALK-WALL FOOTING 1455 1,1: 0.00 598.00 598.00 CO No.9 A 106 RELOCATE L12 FOUNDATION 1 FA 0.00 0.00 FORM CO No 10 Item Prey. 4/11 4/12 4/13 4/14 4/15 4/16 Total No. Description Qty. Unit Total M. T W 'I' F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 1 I,.S. 80.00°/a 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS I 1 L.S. 5.00% 5.00% Page 6 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Osiarne, Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED'FRENCH 1,265 TON 866.89 866.89 BACKFILL B5 FURNISI-I AND INSTALL 8-INCH CL r� 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 7 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE Gx-Ay CONSULTING ENGINEERSG&O#20593 Item 1 Prey. 4/11 4/12 4/13 4/14 4/15 4/16 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 0.00 AND POLYETIIYLENE ENCASEMENT FURNISH AND INSTALL 16-INCI-1 CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.P. 0.00 0.00 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 0.00 FITTINGS CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B I 1 CONNECTION TO EXISTING 4 EACH 2.00 2.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1.00 WATER FACILITIES B13 1314 FURNISH AND INSTALL 8-INCH 2 EACI1 0.00 0.00 GATE VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH I EACH 0.00 0.00 GATE VALVE ASSEMBLY 1316 FURNISH AND INSTALL 16-INCH 1 EACH 0.00 0,00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0.00 WATER MAIN Page 8 of 10 WEEKLY QUANTITY REPORT 1651310 CITY OF RENTON Gray &4DsLoix16,Ixic. DUVALL AVENUE NE CONSULTNG ENGINEERS G&O#20593 Item Prey. 4/11 4/12 4/13 4/14 4/15 4/16 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 2.00 2,00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B 19 FURNISH AND INSTALL 1-INCH 1 EACH 0.00 0.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESL)PLAN 1 L.S. 5.00% 5.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF I EACH 0.00 0,00 ASSEMBLY Page 9 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE G ray s&Osboa-rke.Ixac. A CONSULTING ENGINEERS G&U 1#20593 Item Prey. 4/11 4/12 4/13 4/14 4/15 4/16 Total No. Description Qty. Unit Total M to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100,00% 100.00% C3 JOINT UTILITY TRENCH 180 L.P. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 26 x26 x20 C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1.00 4'8"x7'0"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 53x23x29 C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-21N. 30 L.F. 203.00 203.00 DIAM.-PSE C 10 INSTALL CONDUIT PIPE-3 IN. 270 1,F 0.00 0.00 DIAM.-PSE CI 1 INSTALL CONDUIT PIPE-4 IN. DIAM.-PSE 3280 L.F. 2,229.50 2,229.50 C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 0.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-41N. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. pees ENo COPIES TO: GRAY&OSBORNE,INC. HIL AN EAR GE CITY OF RENTON RESIDENT INSPECTO Signature) DATE: 4/16/2022 REPORT NO. : Week 15 Page 10 of 10 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Q,aborrie,raw. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 04/09/22 CONTRACTOR Item �Ila: �lI Bid Prey. 4/4 4/5 4/6 4/7 4/8 4/9 Total No. Description _ _,Qty._ , Unit_ Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 100.00% 100.00% A2 MOBILIZATION 1 L.S. 100.00% 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 15.30% 15.30% A5 CONTRACTOR SURVEYING 1 L.S. 40.96% 40.96% A6 ADA FEATURES SURVEYING 1 L.S. 37.50% 37.50% A7 UTILITY POTHOLING 25 EA 6.00 6.00 AS RESOLUTION OF UTILITY 1 FA .4.32% 4.32% CONFLICTS A9 PLANO -19 HEALTH AND SAFETY 1 L.S. 40.30% 40.30% A10 OTHER TEMPORARY TRAFFIC 1 L.S. 20,40% 20.40% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 20.40% 20.40% Al2 FLAGGERS 3,200 HR 238.50 — 238.50 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 21.00 21.00 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 538.48 538.48 A15 PORTABLE CHANGEABLE 8,200 HR 2,004.00 2,004.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.0(1 OFFICER A 17 SEQUENTIAL ARROW SIGN 15,000 HR 2,412.00 48.00 48.00 48.00 48.00 48.00 48.00 2,700.00 work zone A&C A18 CLEARING AND GRUBBING 0.7 ACRE 0.33 0.01 0.34 A19 REMOVING DRAINAGE 9 EACH 0.00 0.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 0.00 0.00 A21 REMOVAL OF STRUCTURES AND I L.S. 100.00% 100.00% OBSTRUCTIONS Page 1 of 9 WEEKLY QUANTITY REPORT 4/5100 CITY OF RENTON Gigy GX OS1bG1T171.e,,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 4/4 4/5 4/6 4/7 4/8 4/9 TotalIIP No. Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 27.44 4.97 32.41 SIDEWALK A23 REMOVING CEMENT CONC.CURB 1,215 L.F. 116.50 116.50 AND GU IT ER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,310 S.Y. 576.88 94.50 671.38 PAVEMENT A26 H AROADWAY EXCAVATION INCL. 6,850 C.Y. 598.31 10.95 609.26 L A27 GRAVEL BORROW INCL.HAUL 530 TON 1,437.94 45.32 1,483.26 A28 UNSUITABLE FOUNDATION 430 C.Y. 67.01 67.01 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 0.00 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE ASPHALT PULVERIZATION FOR A34 USE AS RECYCLED PAVEMENT 15,000 S.Y. 0.00 O.QO A35 CRUSHED SURFACING TOP 2,583 TON 281.20 60.47 24.00 365.67 COURSE sidewalk driveway grade A36 PLANING BITUMINOUS 3,500 S.Y. 0.00 0,00 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 19.04 19.04 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C «y Z3zOyhozmm, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 4/4 4/5 4/6 4/7 4/8 4/9 Total No. Description Qty. Unit Total M T W _ T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 0.00 0.00 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 0.00 0.00 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.P. 817.00 817.00 PIPE 12 1N.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.P. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 0.00 0.00 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN. DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 400 L.F. 296.10 296.10 DIAM. A49 CONCRETE INLET 1 EACH 0.00 0.00 A50 CATCH BASIN TYPE 1 28 EACH 13.00 13.00 A51 CATCH BASIN TYPE IL 5 EACH 2.00 2.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 0.90 0.90 A53 CONNECTION TO DRAINAGE 11 EACH 5.00 5.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A5S ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 0.00 0.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 0.00 0.00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 0.00 A61 SHORING OR EXTRA 750 S.P. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 33.00% 33.00% A6 EROSION CONTROL AND WATER I L.S. 20.40%PREVENTION o/o 20.40% Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Usboinc, I�,r. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 4/4 4/5 4/6 4/7 4/8 4/9 Total No. Description Qty. Unit Total M T W '[' F S to Date Comments A64 SILT FENCE 4,300 L.F. 1,232.00 1,232.00 A65 INLET PROTECTION 30 EACH 50.00 1.2.00 62.00 Installed in new cb's in work zone c A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION ORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,615 L.F. 1625.50 1,625.5 AND GUTTER 1 A74 CEMENT CONC.TRAFFIC CURB 160 L.P. 0.00 0.00 A75 CEMENT CONC.PEDESTRIAN 145 L.P. 0.00 0.00 CURB A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 0.00 0.00 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.00 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 0.00 0.00 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 0.00 0.00 PARALLEL, A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 21.96% s 21.96% 4-8-22 poured 10 light bases A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 10.00% 10.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE CZruy CoRhornc,Inc. CONSULTING ENNEERS G&O#�20593 GI Item Prey. 4/4 4/5 4/6 4/7 4/8 4/9 Total No. Description Qty. Unit Total M T «' T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 _ A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A97 STEEL COST ADJUSTMENT I CALC. 0.00% 0.00% A98 MAILBOX SUPPORT, TYPE 1 1 EACH 0.00 0.00 A99 CONTRACT CORRECTION TO 1 LS 100.00% 100.00% REINSTATE RETAINAGE CO No.1 A100 TRIPLE TREE REMOVAL I LS 100.00% 100.00% CONo.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN 775.52 775,52 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 FA 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 LS 0.00% 0.00% CO No.7 CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 75.50 20.00 95.50 A AND C CO No.8 A105 SIDEWALK-WALL FOOTING 1455 LF 0.00 0.00 CO No.9 A106 RELOCATE L12 FOUNDATION 1 FA 0.00 0.00 FORM CO No 10 Item Prey. 4/4 4/5 4/6 4/7 4/8 4/9 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND BI DEMOLITION (NOT TO EXCEED I L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 5,00% 5.00% Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON L7rra.y 8: Uslsorne, Luc_ DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL Ba SELECT IMPORTED TRENCH 1,265 TON 866.89 866.89 BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 6 of 9 WEEKLY QUANTITY REPORT 46500 CITY OF RENTON ny �slsornr,Inc DUVALL AVENUE NE CONSULTNG ENCINEERS G&O#20593 Item Prey. 4/4 4/5 4/6 4/7 4/8 4/9 Total No. Description Qty. Unit Total M T W T F S to Date _ Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 0.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS BI1 CONNECTION TO EXISTING 4 EACH 2.00 2.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1.00 WATER FACILITIES B13 B 14 FURNISH AND INSTALL 8-INCH 2 EACH 0.00 0.00 GATE VALVE ASSEMBLY B l5 FURNISH AND INSTALL 12-INCH I EACH 0.00 0.00 GATE VALVE ASSEMBLY B 16 FURNISH AND INSTALL 16-INCH I EACH 0.00 0.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B 17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON ,ay p/Aboex , DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 4/4 4/5 4/6 4/7 4/8 4/9 Total No, Description Qty. Unit Total M T W 1' F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 0 EACH 2.00 2.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 0.00 0.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 5.00% 5.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.00 0.00 ASSEMBLY Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Car-$.y ac 0egme,I DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 4/4 4/5 4/6 4/7 4/8 4/9 Total No. Description Qty. _ Unit Total _ M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 100.00% 100.00% C2 MOBILIZATION 1 L.S. 100.00% 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 I CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1.00 4'8"x7'0"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5'3"x2'3"x2'9" CS INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 203.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 0.00 i 0.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,229.50 2,229.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 0.00 DIAM.-PSE C 13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. QYes CiNo a al it /1 COPIES TO: GRAY&OSBORNE,INC. PHIL V N EARWAGE CITY OF RENTON RESIDENT II SPECTOR _gnature) DATE: ' 4/9/2022 REPORT NO.: Week 14 revised Page 9 of 9 WEEKLY QUANTITY REPORT 4125310 CITY OF RENTON DUVALL AVENUE NE Gray t3z()s&rrne,Ir,c- G&O#20593 C ONSULIING ENGINEERS REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 04/02/22 CONTRACTOR Item Bid Prey. 3/28 3/29 3/30 3/31 4/1 4/2 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 1####### 100.00% A2 MOBILIZATION 1 L.S. ####### 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 _ A4 PROJECT RED LINE DRAWINGS 1 L.S. 8.70% 6.6% 15.3% A5 CONTRACTOR SURVEYING 1 L.S. 3O 1M 10.96% 41.06% A6 ADA FEATURES SURVEYING 1 L.S. 0.00% 37.5% 37.5% A7 UTILITY POTHOLING 25 EA ---2-9( 6 -6 RESOLUTION OF UTILITY 89% 4.:52% A8 CONFLICTS 1 FA Y.�4% 3.43% A9 COVID-19 HEALTH AND SAFETY ] L.S. 33.70% 6.6% 40.3% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 11.50% 8.9% 20.4% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 11.50% 8.9% 20.4% Al2 FLAGGERS 3,200 HR j 7�92. 11.00 238'5755- missing prey. 4 hr added to A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 21.00 21.00 Al4 CONSTRUCTION SIGNS CLASS A 1,200 SF 514.48 24.00 538.48 PORTABLE CHANGEABLE 1908 installed two truck detour signs for Duvall detour A15 MESSAGE SIGN 8,200 HR io :vd "L4.00 24.00 24.00 24.00 20046 y, removed PCMS board 4/1/22 A 16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER 2076 24 All SEQUENTIAL ARROW SIGN 15,000 HR k;ts9i000 48.00 48.00 48.00 48.00 48.00 48.00 2,.SzI'I3-6 work zoneA&C A18 CLEARING AND GRUBBING 0.7 ACRE 0.33 0.33 REA19 MOVING DRAINAGE 9 EACH 0.00 0.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 0.00 0.00 REMOVAL OF STRUCTURES AND A21 OBSTRUCTIONS I L.S. 85.00% 15% 100% Page 1 of 9 WEEKLY QUANTITY REPORT 41125) CITY OF RENTON Gray 8 Osborne, Inc. DUVALL AVENUE NE C ONSUL TING ENGINEERS G&O#20593 Item Prey. 3/28 3/29 3/30 3/31 4/1 4/2 TotalItr No. Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 27.44 27.44 SIDEWALK - REMOVING CEMENT CONC.CURB 116.5 116.5 A23 AND GUTTER 1,215 L.F. _J 1LQ� i ,, A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 REMOVING ASPHALT CONC. 576.88 A25 PAVEMENT1,310 S.Y. 5 3 576.88 A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 598.31 598.31 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 143,�7 4i.2 143L S2 A28 UNSUITABLE FOUNDATION 430 C.Y. 67.01 67.01 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000_ S.Y. 0.00 0.00 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 0.00 0.00 USE AS RECYCLED PAVEMENT 2p A35 CRUSHED SURFACING TOP 2 583 TON 165.33 65 33 1 : g3:19 COURSE ' two loads stockpiled for sidewalk grade A36 PLANING BITUMINOUS 3,500 S.Y. 0.00 0.00 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,445 TON 19.04 19.04 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0_00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Greiy&f)sl�oriz , Ir-. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 3/28 3/29 3/30 3/31 4/1 4/2 Total No, Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 0.00 0.00 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 0.00 0.00 4 IN. DIAM. A44 POLYPROPYLENE STORM SEWER 910 L.F. 817.00 817.00 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 TN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 0.00 0.00 PIPE 24 TN,DIAM. A47 TR. I ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 6 400 L.F. 229 .10` 2 DIAM. A49 CONCRETE INLET I EACH 0.00 0.00 A50 CATCIT BASIN TYPE 1 28 EACH 13.00 13.00 A51 CATCH BASIN TYPE I I, 5 EACH 2.00 2.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 0.90 0.90 A53 CONNECTION TO DRAINAGE 11 EACH 5.00 5.00 STRUCTURE _ A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 _ 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 0.00 0.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFB.TRAI'ION UNIT 13 EACH 0.00 0.00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 0.00% 33.00% 33.00% work zone c and A completed A63 EROSION CONTROL AND WATER A63 L.S. 11.50% 8.9% 20.4% POLLUTION PREVENTION Page 3of9 WEEKLY QUANTITY REPORT 450 CITY OF RENTON Gray&Osborne, Inc. DUVALL AVENUE NE CONSUL11NG ENGINEERS G&O#20993 Item Prey. 3/28 3/29 3/30 3/31 4/1. 4/2 Total No. Description Qty. Unit Total M T W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 1,232.00 1,232.00 A65 INLET PROTECTION 30 EACH 50.00 50.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTI-IETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% CEMENT CONC.TRAFFIC CURB65 A73 4,615 L.F. 0.00 1625.51 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 , 0.00 A75 CEMENT CONC.PEDESTRIAN 145 L.P. 0.00 0.00 CURB A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 0.00 0.00 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER ]1 HUND 0.00 0.00 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 0.00 0.00 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 0.00 0.00 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 10.34% 11.62 21.96% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 10% 10% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON ay&QeLc,ip , Imo. DUVALL AVENUE NE G G&O#20593 CONSULTING ENGINEERS Item Prey. 3/28 3/29 3/30 3/31 4/1 4/2 Total lir No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 _ 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 TEMPORARY PAVEMENT A95 MARKING-SHORT DURATION 31,500 L.F. 0.00 0.00 A96 FUEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 CONTRACT CORRECTION TO 100% 100% A99 REINSTATE RETAINAGE 1 LSCO No,1 A100 TRIPLE TREE REMOVAL 1 LS 0.00% 100% 100% CO No.3 A101 NATURAL IN LIEU OF RECYCLED 1153 TN .4728.66 46.86 Jos`+ 775.52 CSTC CO No.5,CO No.6 A102 WATER CONTROL 1 FA 0.00 66.71% 66.71% CO No.5 A103 ADDITIONAL SURVEY 1 LS 0.00% CO No.7 CEMENT CONCRETE PRICE A104 ADJUSTMENT FOR WORK ZONES 214 CY 0,00 75.50 A AND C CO No.8 A105 SIDEWALK-WALL FOOTING 1455 _ 1,F 0.00 CO No.9 A106 RELOCATE L12 FOUNDATION 1 FA 0.00 FORMCO No.1 0 Item Prey. 3/28 3/29 3/30 3/31 4/1 4/2 Total No. Description Qty. Unit Total M1I 'T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 5.00% 5.00% Page 5 of 9 WEEKLY QUANTITY REPORT - CITY OF RENTON C-nri►y&(sLorxzc, T.uic. DUVALL AVENUE NE C ONSUL?ING ENGINEERS G&O#20593 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 866.89 866.89 BACKFILL B5 �irk FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 6 of 9 . WEEKLY QUANTITY REPORT _ CITY OF RENTON C -may C)aLait,C, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 3/28 3/29 3/30 3/31 4/1 4/2 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT ADDITIONAL DUCTILE IRON B9 3600 LBS 0.00 0.00 FITTINGS CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 2.00 2.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1,00 WATER FACILITIES 1313 B14 FURNISH AND INSTALL 8-INCH 2 EACH 0.00 0.00 GATE VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH 1 EACH 0.00 0.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH 1 EACH 0.00 0.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 TIYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT 410120 CITY OF RENTON Camay C7sLiesid, I� DUVALL AVENUE NE G&O#20593 C ONSUL11NG ENGINEERS Item Prey. 3/28 3/29 3/30 3/31 4/1 4/2 Total No. Description Qty. Unit Total M T W 1' I+ S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 2.00 2.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 0.00 0.00 WATER SERVICE CONNECTION STORM WATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 5.00% 5.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.00 0.00 ASSEMBLY Page 8 of 9 • WEEKLY QUANTITY REPORT CITY OF RENTON l DUVALL AVENUE NE C Troy.s Osl�rna, Ino. CONSULTING ENGINEERS G&O#20593 Item Prey. 3/28 3/29 3/30 3/31 4/1 4/2 Total No. Description 1111, Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN I L.S. ####### 100.00% C2 MOBILIZATION 1 L.S. ####### 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 2.6..x2.6"x2.0" C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1.00 4'8"x7'0"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 5.3.. .3.. 19.1 C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 203.00 DIAM.-PSE C]0 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 0.00 0.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4IN. 3280 L.F. 2,229.50 2,229.50 DIAM.-PSE C 12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 0.00 DIAM.-PSE C 13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST , Reviewed Contractor's Record Drawings for conformity with fieldwork. Dyes ❑No COPIES TO: GRAY&OSBORNE,INC. HIL VANE WAGE CITY OF RENTON RESIDENT INSPE TOR(Sign re) DATE: 4/2/2022 REPORT NO.: Week 13 Page 9 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON CI ny 8r.Osh rri , Ins DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 03/26/22 CONTRACTOR Item Bid Prey. 3/21 3/22 3123 3/24 3/25 3/26 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION A 1 SPCC PLAN I L.S. ####### 100.00% A2 MOBILIZATION 1 L.S. ######4 100.00% MIN BID REQ-TYPE 13 PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 8.70% 8.70% A5 CONTRACTOR SURVEYING 1 L.S. 30.00% 30.00% A6 ADA FEATURES SURVEYING 1 L.S. 0.00% 0.00% A7 UTILITY POTHOLING 25 EA 2.00 4.00 6.00 gas,power,steet light,power for pole at 4th A8 RESOLUTION OF UTILITY 1 FA 0.00% X 0.00% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 33.70% 33.70% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 11.50% 11.50% CONTROL Al I TRAFFIC CONTROL SUPERVISOR 1 L.S. 11.50% 11.50% AU FLAGGERS 3,200 HR 2 22 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 21.00 21,00 Al4 CONSTRUCTION SIGNS CLASS A 1,200 SF 514.48 514.48 4 Al5 PORTABLE CHANGEABLE g 200 IIR 1 4 1740 t( 24.00 24.00 24.00 24.00 24.00 24.00 188 a PLUS 24 FOR M B MESSAGE SIGN SUN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 17404:(10 48.00 48.00 48.00 48.00 48.00 48.00 2028 4,9erJ- added arrow board work zone A Alb CLEARING AND GRUBBING 0.7 ACRE 0.33 0.33 A19 REMOVING DRAINAGE 9 EACH 0.00 0.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.P. 0.00 0.00 Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gay&: D bo .m,I> DUVALL AVENUE NE CONSUL'I1NG ENGINEERS G&O#20593 A2I REMOVAL OF STRUCTURES AND 1 L.S. 55.00% 55.00% OBSTRUCTIONS Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Ci-DE y CD/sl��ne, Iru-. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 3/21 3/22 3/23 3/24 3/25 3/26 Total No. Description Qty. Unit Total M T W T I' S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 24.33 3.11 27.44 SIDEWALK _ A23 REMOVING CEMENT CONC.CURB 85 1,200 L.F. 116.5 31.50 �f07.00 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 REMOVING ASPHALT CONC. 480.99 ��� A25 PAVEMENT 1,230 S.Y. -4 7.89 88.00 576.88 A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 598.31 598.31 HAUL A27 GRAVEL BORROW INCL.1-IAUL 530 TON 1437.94i2, 1437.94 . A28 UNSUITABLE FOUNDATION 400 C.Y. 67.01 67.0I EXCAVATION INCL. HAUL. A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 0.00 A30 WATER 200 MGAL_ 0.00 0.00 A3 t STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 0.00 0.00 USE AS RECYCLED PAVEMENT CRUSIIED SURFACING TOP 165.33 A35 COURSE 2,570 TON 23.52 71.46 46.66 23.69 Wit} CSTC curb grade A36 PLANING BITUMINOUS 3,500 S.Y. 0.00 0.00 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,410 _ TON 19.04 19.04 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% ADJUSTMENT o 0.00% A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Carey �c Osborne, Lac DUVALL AVENUE NE CONSCLIINC ENGINEERS G&O#20593 item Prey. 3/21 3/22 3/23 3/24 3/25 3/26 Total No. Description Qty. Unit Total M to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 0.00 0.00 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 0.00 0.00 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 i,.F. 802.00 15.00 817.00 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 0.00 0.00 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 1N.DIAM. A48 DDUILE IRON SEWER PIPE 12 IN. 280 L.F. 186.50 109.50 296.00 A49 CONCRETE INLE T 1 EACH 0.00 0.00 A50 CATCH BASIN TYPE 1 25 EACH 12.00 1.00 13.00 A51 CATCII BASIN TYPE 1L 5 EACH 2.00 2.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 0.90 0.90 CONNECTION TO DRAINAGE A53 11 EACH 4.00 1.00 5.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 0.00 0.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 0.00 0.00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 0.00% 0.00% A63 EROSION CONTROL AND WATER 1 L.S. 11.50% 11.50% POLLUTION PREVENTION Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Cirmy BzOsho.-n�, Lr� DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Pres% 3/21 3/22 3/23 3/24 3/25 3/26 Total No. Description Qty. Unit Total M T W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 1,120.00 112.00 1,232,00 work zone A A65 INLET PROTECTION 30 EACH 50.00 50.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCI IING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM l L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,600 L.F. 0.00 0,00 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 0.00 0.00 CURB A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 0.00 0.00 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.00 TYPE 1 A79 RAISED PAVEMENT'MARKER 3 HUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 0.00 0.00 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 0.00 0.00 PARALLEL, A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 10.34% 10.34% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMENT l I,.S. 5.00% 5.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE C 1 L3r &-:0.313orne., Inc CONSULTING ENGINEERS G&O ti20593 Item Prey. 3/21 3/22 3/23 3/24 3/25 3/26 Total No. Description Qty, Unit Total M T W T F S to Date Comments _ A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A97 STEEL COST ADJUSTMENT I _CALC. 0.00% _ 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 `\ 0.00 CSTC FOR STORM TRENCH 658.31 \ 728.66 mt.)s L31CIhPlIa.. I TN — 46.66 23.69 .48 TICKETS=71.18 PER FNT .02 Item Prey. 3/21 3/22 3/23 3/2 312 3/26 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 10%OF TOTAL OF BID 80.00% SCHEDULE B) _ 132 TRENCH SAFETY SYSTEMS I L.S. 5.00% 5.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 866.89 806.89 BACKFILL 135 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.P. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 6of9 WEEKLY QUANTITY REPORT CITY OF RENTON (my DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 3/21 3/22 3/23 3/24 3/25 3/26 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH 137 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 0.00 FITTINGS CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B1 l CONNECTION TO EXISTING 4 EACH 2.00 2.00 WATER MAIN CUT AND CAP EXISTING WATER B 12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1.00 WATER FACILITIES B13 II14 FURNISH AND INSTALL 8-INCH 2 EACH 0.00 0.00 GATE VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH 1 EACH 0.00 0.00 GATE VALVE ASSEMBLY 1316 FURNISH AND INSTALL 16-INCH 1 EACH 0.00 0,00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0.00 WATER MAIN Page 7 of 9 w r WEEKLY QUANTITY REPORT 10a210 CITY OF RENTON C it v..y Osbo.-rie, L DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REEL)'TRUCKING &EXCAVATING, INC. WEEK ENDING: 03/19/22 CONTRACTOR Item Bid Prev. 3/14 3/15 3/16 3/17 3/18 3/19 Total No. ---- - -Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN I L.S. ####### 100.00% _ A2 MOBILIZATION I L.S. ####### 100.00% _ MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT REI)LINE DRAWINGS 1 L.S. 8.70% 8.70% A5 CONTRACTOR SURVEYING I L.S. 30.00% 30.00% A6 ADA FEATURES SURVEYING 1 L.S. 0.00% 0.00% A7 UTILITY POTHOLING 25 EA 2.00 2.00 Aft RESOLUTION OF UTILITY 1 FA 0.00% 0.00% CONFLICTS A9 COVID-19 HEALTH AND SAFETY I L.S. 33.70% 33.70% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 11.50% 11.50% All TRAFFIC CONTROL SUPERVISOR 1 L.S. 11.50% 11.50% Al2 FLAGGERS 3,200 HR 29 -50- 14.00 223. 56- AI3 OTHER TRAFFIC CONTROL LABOR 1,000 1-IR 17.50 2.00 1.50 21.00 set 10th ave.single lane,set up work zone a A 14 CONSTRUCTION SIGNS CLASS A 1,200 SF 466.00 32.48 16.00 514.48 work zone a truck route and lane shift sign A15 PORTABLE CHANGEABLE 8,200 1IR 15.€ 48.00 24.00 24.00 24.00 24.00 24,00 1716 MESSAGE SIGN 10 L8-98 48 HR added to prev.total for sunday A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR lf..402-00 24.00 24.00 24.00 24.00 3t4^05 48.479tl' 17 6$ 24 HR added to prey.total for sunday A18 CLEARING AND GRUBBING 0.7 ACRE 0.33 _ 0.33 REMOVING DRAINAGE A19 STRUCTURE9 EACH . 0.00 0.00 A20 REMOVING STORM SEWER PIPE 230 L.F. 0.00 0.00 Ail REMOVAL OF STRUCTURES AND 1 L.S. 85.00% 85.00% OBSTRUCTIONS Page 1 of 8 WEEKLY QUANTITY REPORT 412arb CITY OF RENTON vexy Oy1,rrx, Ii. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 3/14 3/IS 3/16 3/17 3/18 3/19 Total No. Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. SIDEWALK 57U S.Y. 21.51 2.82 24.33 REMOVING CEMENT CONC.CURB 79 85 A23 AND GUTTER 1,200 L.F. t�35@" 6.00 7 6 A24 REMOVING CEMENT CONC. CURB 190 L.F. 0.00 0.00 REMOVING ASPHALT CONC. 349.11 480.99 A25 PAVEMENT 1,230 S.Y. 123,55 8.33 44(r4f4" work zone c A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 549.27 49.04 598.31 removed for sidewalk grade work zone c 906+-00 HAUL to 894+75 A27 GRAVEL BORROW INCL.HAUL 530 TON 1437.9134. 14 7 4f A28 UNSUITABLE FOUNDATION 400 C.Y. 67.01 67.01 EXCAVATION INCL. HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 0.00 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL. HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 0.00 0,00 USE AS RECYCLED PAVEMENT CRUSHED SURFACING TOP A35 2,570 TON 0.00 23.52 23.52 COURSE 10th roadway crossing A36 PLANING BITUMINOUS 3,500 S.Y. 0.00 0.00 PA VEM ENT A37 HMA CL. 1/2 IN.PG 64-22 7,410 TON 16.45 2.59 19.04 loth v A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICF, I CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE I CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Czr•Ay 8.O9boi-ne, Int_ DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 3/14 3/15 3/16 3/17 3/18 3/19 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 0.00 0.00 RETAINING WALL 3A. A43 SOLID WALL PVC STORM PIPE 190 L.F. 0.00 0.00 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 802.00 802.00 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 0.00 0.00 PIPE 24 IN.DIAM. A47 TR. 1 S7'. STORM SEWER PIPE 10 L.P. 0.00 0.00 12 IN. DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 280 L.F. 186.50 186.50 DIAM. A49 CONCRETE INLET 1 EACH 0.00 0.00 A50 CATCI-I BASIN TYPE 1 25 EACH 12.00 12.00 A51 CATCH BASIN TYPE IL 5 EACH 2.00 2.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 0.90 0.90 A53 CONNECTION TO DRAINAGE 11 EACH 4.00 4.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL I EACH 0.00 0.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 'TREE BOX BIOFILTRATION UNIT 13 EACH 0.00 0.00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 'TELEVISION INSPECTION 1 L.S. 0.00% 0.00% A63 EROSION CONTROL AND WATER 1 L.S. 11.50% n POLLUTION PREVENTION11.50%Page 3 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON C ZI•Ay &.Osbo-rx , Inc:_ DUVALL AVENUE NE CONSULTWC ENGINEERS G&O#20593 Item Prey. 3/14 3/15 3/16 3/17 3/18 3/19 Total No. Description Qty. Unit Total M T `V T F S to Date Comments A64 SILT FENCE 4,300 L.F. 1,120.00 1,120.00 A65 INLET PROTECTION 30 EACH 50.00 50.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.V. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0,00 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM I L.S. 0.00% 0.00% A73 CEMENT CONC. TRAFFIC CURB 4,600 L.F. 0.00 AND GUTTER 0.00 A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 A75 CEMENT CONC.PEDESTRIAN 145 L.F. 0.00 0.00 CURB A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 0.00 0.00 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.00 TYPE I A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 0.00 0.00 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 0.00 0.00 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE I EACH 0.00 0,00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLIiI'E 1 L.S. 10.34% 10.34% A86 PERMANENT SIGNING 1 L.S. 10.00% 10.00% A87 REMOVING PAVEMEN 1' 1 I,.S. 5.00% 5.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 ul 8 WEEKLY QUANTITY REPORT 402130 CITY OF RENTON GrineLy Usboiric, Lac DUVALL AVENUE NE CONSULTING ENGINEERS GcXO#20593 Item Prey. 3/14 3/15 3/16 3/17 3/18 3/19 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC'TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT, TYPE 1 1 EACH 0.00 0.00 FWD 5 CSTC FOR STORM TRENCH I 658.31 658.31 TN BACKFILL Item Prey. 3/14 3/15 3/16 3/17 3/18 3/19 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80,00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 5.00% 5.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 866.89 866.89 BACKFILL 135 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 5 of 8 WEEKLY QUANTITY REPORT 4115/70 CITY OF RENTON UWay (Sr C>sboriic, Iric;. DUVALL AVENUE NE GONSUL11NC ENGINEERS G&O#20593 Item Prey. 3/14 3/15 3/16 3/17 3/18 3/19 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH 138 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 FITTINGS0.00 CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 2.00 WATER MAIN 2.00 CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1.00 WATER FACILITIES B13 B14 FURNISH AND INSTALL 8-INCH 2 GATE VALVE ASSEMBLY EACH 0.00 0.00 FURNISH AND INSTALL 12-INCH 1315 GATE VALVE ASSEMBLY 1 EACH 0.00 0.00 B 16 FURNISH AND INSTALL 16-INCH GATE VALVE ASSEMBLY 1 EACH 0.00 0.00 FURNISH AND INSTALL FIRE B 17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0.00 WATER MAIN Page 6 of 8 - e WEEKLY QUANTITY REPORT 41k2164* CITY OF RENTON Q Lci it ,e,, Imo. DUVALL AVENUE NE CONSULONG ENGINEERS G&O#20593 Item Prey. 3/14 3115 3116 3/17 3/18 3/19 Total ` " No. Description Qty. Unit Total M T W T 1 S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON 1318 EXISTING WATER MAIN 7,0 EACH 2.00 2.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 0.00 0.00 WATER SERVICE CONNECTION STORMWA 1'bR POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 5.00% 5.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.00 0.00 ASSEMBLY Page 7 of 8 WEEKLY QUANTITY REPORT 45110 CITY OF RENTON C ,ay 8r 4sIx�,.se, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 3/14 3/15 3/1.6 3/17 3/18 3/19 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES CI SPCC PLAN 1 L.S. itit##### 100.00% _ C2 MOBILIZATION 1 L,S. ####### 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 CS IN ST ALL VAULT-PSE TYPE 2 EACH 0.00 2'6'�x2'6"x2'0" 0.00 C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1.00 48 x70 x58 G7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 0.00 53 x23 x29 C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0.00 1'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 203.00 203.00 DIAM. -PSE C10 INSTALL CONDUIT PIPE-3 IN. - 270 L.F. 0.00 0.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,229.50 2,229.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 0.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. Ares NO COPIES TO: GRAY&OSBORNE,INC. P IL VAN EARWAGE CITY OF RENTON RESIDENT INSPEC OR(Signature) DATE: 3/19/2022 REPORT NO. : Week 11 Page 8 of 8 . • • WEEKLY QUANTITY REPORT 4. 20 CITY OF RENTON &081 w z- e,I� DUVALL AVENUE NE Ci y CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 03/12/22 CONTRACTOR Item Bid Prey. 3/7 3/8 3/9 3/10 3/11 3/12 Total No. Description W `P— F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. ####### 100.00% A2 MOBILIZATION 1 L.S. ####### 100.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 80.00% 80.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 8.70% 8.70% _ A5 CONTRACTOR SURVEYING 1 L.S. 30.00% 30.00% A6 ADA FEATURES SURVEYING 1 L.S. 0.00% 0.00% A7 UTILITY POTHOLING 25 EA 2.00 2.00 A8 RESOLUTION OF UTILITY 1 FA 0.00% 0.00% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 33.70% 33.70% PLAN A10 OTHER TEMPORARY TRAFFIC 1 L.S. 11.50% 11.50% CONTROL All TRAFFIC CONTROL SUPERVISOR 1 L.S. 11.50% 11.50% A 12 FLAGGERS 3,200 HR 178.50 18.50 8.00 4.50 209.50 A 13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 17.50 17.50 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 466.00 466.00 PORTABLE CHANGEABLE A15 --- 8,200 -HR 1,212.00 48.00- -48.00- -48.00 48.00 48.00- -48.00- 1,500.00 _-- - MESSAGE SIGN A 16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER AI7 SEQUENTIAL ARROW SIGN 15,000 HR 1,368.00 24.00 24.00 24.00 24.00 24.00 24.00 1,512.00 A18 CLEARING AND GRUBBING 0.7 ACRE 0.33 0.33 A19 REMOVING DRAINAGE 9 EACH 0.00 0.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 0.00 0.00 A21 REMOVAL OF STRUCTURES AND I L.S. 85.00% 85.00% OBSTRUCTIONS Page 1 of 8 WEEKLY QUANTITY REPORT lkAtiO CITY OF RENTON Ciy&08Iom0, LW. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 3/7 3/8 3/9 3/10 3/11 3/12 Total No. Description Qty. l nit Total NI '1' \1 1 F S to Date Comments A22 REMOVING CEMENT CONC. 570 S.Y. 13.51 8.00 21.51 SIDEWALK A23 REMOVING CEMENT CONC.CURB 56 1.200 L.F. 23.00 79 69 550` AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 REMOVING ASPHALT CONC. 34.55 - 349.11 A25 PAVEMENT 1,230 S.Y. 314.56 34151" 3.14:515. A26 HAUL EXCAVATION INCL. 6,850 C.Y. 522.05 27.22 549.27 water trench A27 GRAVEL BORROW INCL.HAUL 530 TON 141� 4.6 23.25 1417 water trench I A28 UNSUITABLE FOUNDAION 400 C.Y. 56.13 10.88 T 67.01 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 0.00 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEO'fEXTILE FOR 60 S.Y. 0.00 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 0.00 0.00 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,570 TON 0.00 0.00 COURSE A36 PLANING BITUMINOUS 3,500 S.Y. 0.00 0.00 PAVEMENT A37 HMA CL. 1/2 IN.PG 6422 7,410 TON -'5:S'3 5.10- --- 6.0 2 16.45 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT A41 COMPACTION PRICE 1 CALC. 0.00% 0.00% ADJUSTMENT Page 2 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON C3 y Ueborne, Taw- DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 3/7 3/8 3/9 3/10 3/11 3/12 Total No. Description Qty. Unit Total M T W T F S to Date Comments CONC.CLASS 4000 FOR^42 250 S.Y. 0.00 0.00 A43 SOLID WALL PVC STORM PIPE 190 L,.I. 0.00 0.00 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 802.00 802.00 PIPE 12IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 0.00 0.00 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 280 L.F. 152.00 34.50 186.50 DIAM. A49 CONCRETE INLET 1 EACH 0.00 0.00 A50 CATCH BASIN TYPE 1 25 EACH 11.00 1.00 12.00 cb 7c A51 CATCH BASIN TYPE IL 5 EACH 2.00 2.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 0.90 0.90 A53 CONNECTION TO DRAINAGE 11 EACH 4.00 4.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL I EACH 0.00 0.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 0.00 A59 TREE BOX BIOFILTRATION UN1"1 13 EACH 0.00 0.00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 0.00% 0.00% A63 EROSION CONTROL AND WATER 1 L.S. 11.50% 11.50% POLLUTION PREVENTION Page 3 of 8 WEEKLY QUANTITY REPORT lielb CITY OF RENTON 3 y&Olobor , Inc., DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 3/7 3/8 3/9 3/10 3/11 3/12 Total No. Description' Qty. Unit Total M T W T F _ S to Date 1 Comments A64 SILT FENCE 4,300 L.P. 1,120.00 1,120.00 1 A65 INLET PROTECTION 30 EACH 50.00 - 50.0'. A66 SEEDING,FERTILIZING,AND 970 SY 0.00 0.00 MULCHING A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 , L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 _ A70 SYNTHETIC TURF 550 S.F. 0.00 _ 0.00 A71 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,600 L.F. 0.00 0,00 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 _ A75 CEMENT CONC.PEDESTRIAN 145 L.F. 0.00 0.00 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 0.00 0.00 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 0.00 TYPE 1 A79 RAPED PAVEMENT MARKER 3 HUND 0.00 0.00 TY2 A80 CHAIN LINK FENCE TYPE 4 30 _ L.P. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH_ 0.00 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. _ 0.00 0.00 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 0.00 0.00 PARALLEL _ A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE I L.S. 10.34% 10.34% A86 PERMANENT SIGNING I L.S. 10.00% 10.00% A87 REMOVING PAVEMENT 1 L.S. 5.00% 5.00% MARKINGS A88 PAINT LINE 12,300' L.F. 0.00 0.00 Page 4 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Cznay Oebo o, ILA DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 3/7 3/8 3/9 3/10 3/11 3/12 Total No. Description Qty. Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 I,.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 _ L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 _ 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT, 'IYPI? 1 1 EACH 0.00 0.00 CSTC FOR STORM TREN(II 61 43 1 TN 5z",. 4588 658.31T BACKFILL Item Prey. 3/7 3/8 3/9 3/10 3/11 3/12 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B1 DEMOLITION (NOT TO EXCEED 1 L.S. 80.00% 80.00% 10%OF TOTAL OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS I 1,.S. 5.00% 5.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 866.89 BACKFILL, 866.89 B5 — FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT WEEKLY QUANTITY REPORT CITY OF RENTON C ray Sr Oalcme,LNG DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 3/7 3/8 3/9 3/10 3/11 3/12 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 I,.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 0.00 FITTINGS CONCRETE FOR THRUST 11 I 0 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING 4 EACH 2.00 2.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1.00 WATER FACILITIES B 14 FURNISH AND INSTALL 8-INCH 2 EACH 0.00 0.00 GATE VALVE ASSEMBLY B 15 FURNISH AND INSTALL 12-INCH I EACH 0.00 0.00 GATE VALVE ASSEMBLY B16 FURNISH AND INSTALL 16-INCH I EACH ___0 00_ 0.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0.00 WATER MAIN Page 6 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Cray z3r Osbo�•„e, 7, . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 3/7 3/8 3/9 3/10 3/11 3/12 Total No. Description Qty. _ Unit _ Total M _ T W T F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 2.00 7.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR 819 FURNISH AND INSTALL I-INCI I 1 EACH O.Oi) 0.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN I I .S. 5.004b ;00<,,u AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.00 0.00 ASSEMBLY Page 7 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Ci=,ay a�3z(D h,c .e,ICE-. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 3/7 3/8 3/9 3/10 3/11 3/12 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN I L.S. ####### 100.00% C2 MOBILIZATION 1 L.S. ####### 100.00% C3 JOINT UTILITY TRENCH 180 L.F. 200.00 200.00 C4 LATERAL TRENCH 1,150 L.F. 669.00 669.00 _ C5 INSTALL VAULT-PSE TYPE 2 EACH 0.00 0.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1.00 4'8"x7'0"x5'8" C7 INSTALL VAULT-PSE TYPE 0.00 I EACH 0.00 5'3"x2'3"x2'9" EACH C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0,00 1'6"x3'0"PEDESTAL INSTALL CONDUIT PIPE-2 IN. C9 30 L.F. 203.00 203.00 DIAM.-PSE INC10 STALL CONDUIT PIPE-3 IN. 270 L.F. 0.00 0.00 DIAM.-PSE Cl 1 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 2,229.50 2,229.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 0.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE -4 IN. 180 L.F. 195.00 195.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. Des EINo COPIES TO: GRAY&OSBORNE,INC. f. •RWAGE CITY OF RENTON RESIDENT INSPECTOR(Signal, e) DATE: 3/12/2022 REPORT NO. : Week 10 Q e o s 40 Page 8 of 8 WEEKLY QUANTITY REPORT 45140 CITY OF RENTON Cry az O�bc �,Limo. DWALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/28 3/1 3/2 313 314 3/5 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. ####### 100.00% 100%previous per PE 2 C2 MOBILIZATION 1 L.S. 0.00% 100% 100kp0% C3 JOINT UTILITY TRENCH 180 L.F. 95.00 - 105.00 200.00 C4 LATERAL TRENCH , 1,150 L.F. 669.00 669.00 CS INSTALL VAULT-PSE TYPE 2'6" .6" '0�. 2 EACH 0.00 0.00 C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 4'8"x7'0"x5'8" 1.00 C7 INSTALL VAULT-PSE TYPE 1 — 0.00 5'3"x2'3"x2,9" 0.00 C8 INSTALL VAULT-COMCAST TYPE I EACH 0.00 1'6"x3'0"PEDESTAL 0.00 INSTALL CONDUIT PIPE-2 IN. DIAM.-PSE 30 L.F. 88.00 115.00 203.00 C10 INSTALL CONDUIT PIPE-3 IN. DIAM.-PSE 270 L.F. 0.00 0.00 C11 INSTALL CONDUIT PIPE-4 IN. DIAM. PSE 3280 L.F. 1.995.50 234.00 2.229.50 C12 INSTALL CONDUIT PIPE-6 IN. DIAM.-PSE 220 L.F. 0.00 0.00 INC13 STALL CONDUIT PIPE-4 IN. 180 L.F. 80.00 DIAM.-COMCAST ]15.00 195.00 Reviewed Contractor's Record Drawings for conformity with fieldwork. Elves No . ' A-- COPIES TO: GRAY&OSBORNE,INC. �IL V:N EARWAGE CITY OF RENTON RESIDENT INSPECTOR( ignature) DATE: 3/5/2022 REPORT NO.: Week 9 Page 8 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Cz1,a.y g�pm�1•2,4, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/28 3/1 3/2 3/3 3/4 3/5 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 2.00 INCLUDING WET TAP BY 2.00 APPROVED WET-TOP CONTRACTOR B 19 FURNISH AND INSTALL 1-INCH l EACH 0.00 WATER SERVICE CONNECTION 0.00 STORM WATER POLLUTION B20 PREVENTION(AND T ESC)PLAN 1 L.S. 5.00% 5.00% 5.0%previous per PE 2 AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF I EACH 0.00 0.00 ASSEMBLY Page 7 of 8 •r • WEEKLY QUANTITY REPORT CITY OF RENTON Grey t�O6,I.�rne, It DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/28 3/1 3/2 3/3 3/4 3/5 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 FITTINGS 0.00 CONCRETE FOR THRUST' B10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B I 1 CONNECTION TO EXISTING 4 EACII 2.00 2.00 WATER MAIN CUT AND CAP EXISTING WATER B 12 MAIN AND ABANDON EXISTING I 1 EACH 1.00 1.00 WATER F'ACILI'TIES B13 B 14 FURNISH AND INSTALL 8-INCH 2 EACH 0.00 GATE VALVE ASSEMBLY 0.00 B15 FURNISH AND INSTALL 12-INCH 1 EACH 0.00 GATE VALVE ASSEMBLY 0.00 B16 FURNISH AND INSTALL 16-INCH 1 EACH 0.00 GATE VALVE ASSEMBLY 0.00 FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0.00 WATER MAIN Page 6 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON C=rTmy gz OB�m.e, 1 DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prev. 2/28 3/1 3/2 3/3 3/4 It 3/5 Total No. Description Qty. Unit Total Ni T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT MARKING-SHORT DURATION 31,500 L.F. 0.00 0.00 A96 FUEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 FWD CSTC FOR STORM TRENCH 1 TN 541.25 BACKFILL 541.25 Item Prev. 2/28 3/1 3/2 3/3 3/4 3/5 Total No. Description Qty. Unit Total M T 1 W j T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND DEMOLITION (NOT TO EXCEED B 1 10%OF TOTAL OF BID I L.S. 80.00% 80.00% 80%previous per PE 2 SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 5.00% 5.00% 5.0%previous per PE 2 REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL, SELECT IMPORTED TRENCH 866.89 866.89 B4 BACKFILL 1,265 TON 'S6r2�S� 36249_ B5 _. _ ><>< -- FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 5 of 8 _ - WEEKLY QUANTITY REPORT 4/ CITY OF RENTON C3-r.ay Oebo e, L1. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Pres. 2/28 3/1 3/2 3/3 3/4 3/5 Total No. Description Qty. Unit Total V1 T W 'I' F S to Date Comments A64 SILT FENCE 4,300 L.F. 1,120.00 1,120.00 A65 INLET PROTECTION 30 EACH 50.00 ! 50.00 - A66 SEEDING,FERTILIZING,AND 970 SY 0.00 MULCHING 0.00 A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 - - A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 IRRIGATION SYSTEM A71 RESTORATION 1 L.S. 0.00% 0.00% A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,600 L.F. 0.00 AND GUTTER 0.00 A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 CEMENT CONC.PEDESTRIAN A75 - 145 L.F. 0.00 0.00 CURB A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 0.00 ENTRANCE TYPE 1 0.00 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 TYPE 1 0.00 A79 RAISED PAVEMENT MARKER TYPE 2 3 HUND 0.00 0.00 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 0.00 0.00 A83 CEMENT CONC.CURB RAMP TYPE____ IT EACH 0:00- 0.00 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE SINGLE DIRECTIONAL I EACH 0.00 p 00 A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 0.00% 10.34% 10.34% A86 PERMANENT SIGNING 1 L.S. 0.00% 0.00% REMOVING PAVEMENT ° A87 MARKINGS I L.S. 5.00% 5.0% 10 04�-.96n 5.0%previous per PE 2 A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4of8 WEEKLY QUANTITY REPORT CITY OF RENTON CI...my Ovl�rne, Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/28 3/1 3/2 3/3 3/4 3/5 Total No. Description Qty. Unit Total M T W T F S to Date Comments _ A42 CONC.CLASS 4000 FOR 250 S.Y. 0.00 RETAINING WALL 3A 0.00 A43 SOLID WALL PVC STORM PIPE 190 L.F. 0.00 4 IN.DIAM. 0.00 A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 802.00 PIPE 12 IN.DIAM. 802.00 A45,POLYPROPYLENE STORM SEWER 130 L.F. 0.00 PIPE 18 IN.DIAM. 0.00 A46 POLYPROPYLENE STORM SEWER 70 L.F. 0.00 PIPE 24 IN.DIAM. 0.00 A47 TR. I ST.STORM SEWER PIPE 10 L.F. 0.00 12 IN.DIAM. 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. 280 L.F. 0.00 32.00 35.00 85.00 152.00 DIAM. A49 CONCRETE INLET 1 EACH 0.00 0.00 A50 CATCH BASIN TYPE 1 25 EACH 84196' 1.00 2.0(1 11.0 CB#7,CB#7a,CB#7b A51 CATCH BASIN TYPE IL 5 EACH 2.00 2.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 0.� 0.9 A53 CONNECTION TO DRAINAGE 11 EACH 3.00 1.00 STRUCTURE 4.00 connection to existing at sta.900+91 A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 0.00 REPLACEMENT 0.00 A58 TRENCH DRAIN 54 - ---L,F, _-_0.00_ -0 00 A59 TREE BOX BIOFILTRATION UNIT 13 _EACH 0.00 0.00 A60 FILLING PIPE WITH CDF 42 G.Y. 0.00 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 EXCAVATION CLASS 13 0.00 A62 TELEVISION INSPECTION 1 L.S. 0.00% 0.00% A63 EROSION CONTROL AND WATER 5.4% 11.5% POLLUTION PREVENTION 1 L.S. i,40% 6.1% 5.4%previous per PE 2 Page 3 of 8 r • WEEKLY QUANTITY REPORT CITY OF RENTON Ln-ay 8s Osborrae,Lac. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/28 3/1 3/2 3/3 3/4 3/5 Total No.. _ Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. SIDEWALK 570 S.Y. 5.80 7.71 13.51 A23 'MOVING CEMENT CONC. CURB AND GUTTER 1,200 L.F. 9.50 46.50 56.00 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 5 REMOVING ASPHALT CONC. PAVEMENT 1,230 S.Y. 239.67 10.67 11.67 52.55 314.56 A26 ROADWAY EXCAVATION INCL. HAUL 6,850 C.Y. 475.39 46.66 522.05 water trench A27 GRAVEL BORROW INCL.HAUL 530 TON 1,319.27 24.24 63.76 140F.A3105 water trench A28 UNSUITABLE FOUNDATION 55��EXCAVATION INCL.HAUL 400 C.Y. 25.44 30.69 A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 0.00 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS B INCL.HAUL 330 C.Y. 0.00 0.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 - A33 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 60 S.Y. 0.00 0.00 A34 ASPHALT PULVERIZATION FOR USE AS RECYCLED PAVEMENT 15,000 S.Y. 0.00 0.00 A35 CRUSHED SURFACING TOP - COURSE 2,570 TON 0.00 0.00 A36 PLANING BITUMINOUS PAVEMENT 3,500 S.Y, 0.00 0.00 A37 HMA CL, 1/2 IN.PG 64-22 7,410 TON 1.67 1.86 1.80 5.33 storm patch across duval] A38 ROADWAY CORE 10 EACH 0.00 0.00 A34 ASPHALT COST PRICE ADJUSTMENT 1 CALC. 0.00% 0.00% JOB MIX COMPLIANCE PRICE A40 ADJUSTMENT I CALC. 0.00% 0.00% COMPACTION PRICE A41 ADJUSTMENT 1 CALC. 0.00% 0.00% Page 2 of 8 WEEKLY QUANTITY REPORT 4051.10 CITY OF RENTON Cz><•�y SE ONs1.»e, I, DUVALL AVENUE NE C ONSUL1ING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 03/05/22 CONTRACTOR Item Bid Prey. 2/28 3/1 3/2 3/3 3/4 3/5 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 1Q4,4j, 100%00% 100%previous per PE 1 A2 MOBILIZATION 1 L.S. O1z967o 100% 1001, -, MIN BID REQ-TYPE B PROGRESS 80% 80% A3 SCHEDULE 1 L.S. i..oe .g otljo 80°,6 previous per PE 2 $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 4�. 9°iir 4.7°6 8.7%q_�8% 4.0%previous per PE 2 A5 CONTRACTOR SURVEYING 1 L.S. 21.90% 8.1% 30.4(1;.j07o 21.9%previous per PE 2 A6 ADA FEATURES SURVEYING 1 L.S. 0.00% 0.00% A7 UTILITY POTHOLING 25 EA 2.00 2.00 RESOLUTION OF UTILITY A8 CONFLICTS 1 FA 0.00% 0.00% A9 COVID-19 HEALTH AND SAFETY 29.0% PLAN 1 L.S. 33 9% 4.7% 33.70% 29.0%previous per PE 2 A 10 OTI IER TEMPORARY TRAFFIC 5.4% 11.5% CONTROL 1 L.S. 64-9% 6.1% 5.4%previous per PE 2 5.4%All TRAFFIC CONTROL SUPERVISOR 1 L.S. 6-i6°To 6.1% 11 0 ° -6:�6�'0 5.4,6 previous per PE 2 Al2 FLAMERS 3,200 HR 153.00 7.00 7.00 11.50 178.50 Al3 OTHER TRAFFIC CONTROL LABOR 1,000 HR 13.50 2.00 2.00 17.50 A l4 CONSTRUCTION SIGNS CLASS A 1,200 SF 466.00 466.00 A15 PORTABLE CHANGEABLE, 8,200 HR 1,104.00 MESSAGE SIGN 12.00 48.00 1,164.00 A 16 OFF-DUTY UNIFORMED POLICE OFFICER 80 HR 0.00 0.00 A17 SEQUENTIAL ARROW SIGN 15,000 HR 1,184.00 24.00 24.00 32.00 32.00 24.00 24.00 1,344.00 A18 CLEARING AND GRUBBING 0.7 ACRE 0.33 0.33 A 19 REMOVING DRAINAGE STRUCTURE 9 EACI-I 0.00 0.00 A20 REMOVING STORM SEWER PIPE 230 L.F. 0.00 0.00 REMOVAL OF STRUCTURES AND 85.0% A21 OBSTRUCTIONS 1 L.S. 80.00% 5.0% 80 % 80%previous per PE 2 • Page 1 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Cray Sr Omtw�ze,Inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/21 2/22 2/23 2/24 2/25 2/26 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. ####### _ 100.00% C2 MOBILIZATION 1 L.S. 0.00% 0.00% C3 JOINT UTILITY TRENCH 180 , L.F. 0.00 95.00 95.00 C4 LATERAL TRENCH 1.150 L.F. 0.00 I I0.00 280.00 235.00 30.00 6FP655:00 *missing 14 LF added CS INSTALL VAULT-PSE TYPE __ - _-_.--- _- 2'6„x2'6"x2'0" 2 EACH 0.00 0.00 C6 INSTALL VAULT-PSE TYPE 4 EACH 1.00 1 00 4'8"x7'0"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0.00 t,00 _ 5'3"x2'3"x2'9" 1 C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 0,00 i'6"x3'0"PEDESTAL C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. 0.00 14.00 74.00 88.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 0.00 0.00 DIAM.-PSE Cu STALL CONDUIT PIPE-4 TN. 3280 L.F. 0.00 300.00 840.00 671.50 184.00 1.995.50 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 0.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 0.00 80.00 80.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. lYes ❑No COPIES TO: GRAY&OSBORNE,INC. [L EAR E CITY OF RENTON RESIDENT INSPECTOR ignature) DATE: 2/26/2022 REPORT NO.: Week 8 Page 8 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON C3+E<.y Oabaarimo, Im. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/21 2/22 2/23 2/24 2/25 2/26 Total No. Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL FIRE " HYDRANT ASSEMBLY ON BI8 EXISTING WATER MAIN INCLUDING WET TAP BY �•0 EACH 2.00 2.00 APPROVED WET-TOP CONTRACTOR t319 FURNISH AND INSTALL I-INCH WATER SERVICE CONNECTION £ACI[ 0.00 II 00 STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN I L.S. 5.00% 1 5.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.00 0.00 ASSEMBLY • Page 7of8 WEEKLY QUANTITY REPORT CITY OF RENTON Cin•A.y(Sr C sLo>.ze, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/21 2/22 2/23 2/24 2/25 2/26 Total No. - - Description Qty. Unit Total M T W T F S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON FITTINGS 3600 LBS 0.00 0.00 CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B11 CONNECTION TO EXISTING WATER MAIN 4 EACH i 2.00 2.00 CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1.00 WATER FACILITIES B13 B14 FURNISH AND INSTALL 8-INCH GATE VALVE ASSEMBLY 2 EACH 0.00 0.00 B15 FURNISH AND INSTALL 12-INCH GATE VALVE ASSEMBLY 1 EACH 0.00 0.00 B16 FURNISH AND INSTALL 16-INCH ._GATE V SS .MALVE 1 EACH 0.00 r�I= HLY - -- 0,00 FURNISH AND INSTALL FIRE B I7 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0.00 WATER MAIN Page 6 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Camay t 0ooborrie,, k1. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2121 2/22 2/23 2/24 2/25 2/26 Total No. Description 0 t . Unit Total M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0,00 ! 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 I 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT MARKING-SHORT DURATION 31,SOU L.F. 0.00 0.00 A96 FUEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% I A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 5 CSTC FOR STORM TRENCHFWD _ BACKFILL 1 TN 541.25 541.25 Item Prey. 2/21 2/22 2/23 2/24 2/25 2/26 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND DEMOLITION (NOT TO EXCEED B 1 10%OF TOTAL_OF BID 1 L.S. 80.00% 80.00% SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 5.00% 5.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTET)1 RGNCH ---_____-- @•r• :�• :s __ ._______.b.._ BACKFILL I,265 `TON ::'.'� , BS ></, —. FURNISH AND INSTALL 8-INCH CI, 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 5of8 WEEKLY QUANTITY REPORT CITY OF RENTON Cire.y LSEC)�,1� c,, L . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prev. 2/21 2/22 2/23 2/24 2/25 2/26 Total No. ----- -- Description Qty. Unit Total NI T W T F S to Date Comments A64 SILT FENCE 4,300 L.F. 1,120.00 1,120.00 A65 INLET PROTECTION 30 EACH 50.00 50.00 A66 SEEDING,FERTILIZING,AND MULCHING 970 SY 0.00 0 .00 A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 - A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGATION SYSTEM _ RESTORATION 1 L.S. 0.00% 0.00% A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB _ AND GUTTER 4,600 L.F. 0.00 0.00 A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 A75 CEMENT CONC.PEDESTRIAN CURB 145 L.F. 0.00 0.00 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY ENTRANCE TYPE 1 160 S.Y. 0.00 0.00 A78 RAISED PAVEMENT MARKER TYPE I 11 HUND 0.00 0.00 A79 RAISED PAVEMENT MARKER TYPE 2 3 HUND 0.00 0.00 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 0.00 0.00 CEMENT CONC IRB RAMP.TYP..g_--- _--- -- -__-_-__ -. -__. -A83- - -- PARALLEL LC EACFI 0.00 0.00 A84 CEMENT CONC.CURB RAMP TYPE SINGLE DIRECTIONAL 1 EACH 0.00 0.00 A85 ELECTRICAL SYSTEM,COMPLETE I L.S. 0.00% x 0.00% installed and backfilled 482 of 2 inch conduit for A86 PERMANENT SIGNING 0.00% street tights I L.S. 0.00% A87 REMOVING PAVEMENT MARKINGS 1 L.S. 5.00% 5 00% A88 PAINT LINE 12,300 L.F. 0.00 0.00 Page 4 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON C2* iy&Q&lim , 1.,---- DUVALL AVENUE NE CONSUITNG ENGINEERS G&O#20593 Item Prey. 2/21 2/22 2/23 2/24 2/25 2/26 Total No. Description Qty. Unit Total M T W T F S to Date Comments A42 CONC.CLASS 4000 FOR 250 S.Y. 0.00 RETAINING WALL 3A 0.00 A43 SOLID WALL PVC STORM PIPE 190 L.F. 0.00 4 IN.DIAM. 0.00 A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. 2,910 L.F. 802.00 802,00 A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 PIPE 18 IN.DIAM. 0.00 A46 POLYPROPYLENE STORM SEWER PIPE 24 IN.DIAM. 70 L.F. 0.00 0.00 TR.R. 1 ST.STORM SEWER PIPE 12 IN.DIAM. 10 L.F. 0.00 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. 280 L.F. 0.00 DIAM. 0.00 A49 CONCRETE INLET 1 EACH 0.00 0.00 A50 CATCH BASIN TYPE 1 25 EACH 8.W� 8.00,E A51 CATCH BASIN TYPE 1L 5 EACH 2.00 2.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH O'J�HO 0 gg .9,E A53 CONNECTION TO DRAINAGE 11 EACH 3.0U STRUCTURE 3.00 A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 0.00 REPLACEMENT 0.00 A58 TRENCH DRAIN 50 I.F. 0.00 - _ _._ A59 TREE BOX BIOFILTRATION UNIT 13 EACH 0.00 0.00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 0.00 A61 SHORING OR EXTRA EXCAVATION CLASS B 750 S.F. 0.00 0.00 A62 TELEVISION INSPECTION 1 L.S. 0.00% 0.00% EROSION CONTROL AND WATER A63 POLLUTION PREVENTION I L.S. 5.40% 5.40% Page 3 of 8 • f • WEEKLY QUANTITY REPORT gliall CITY OF RENTON C .y 8r Oebo c, Inc DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item - Prey. 2/21 2/22 2/23 2/24 2/25 2/26 Total No._ Description Qty. Unit Total M T W T F S to Date Comments A22 REMOVING CEMENT CONC. SIDEWALK 57D S.Y. 5.80 5.80 A23 REMOVING CEMENT CONC.CURB _ 1 AND GUTTER ,200 I,.F. 9.50 9.50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. PAVEMENT 1,230 S.Y. 239:69 239.67 A26 ROADWAY EXCAVATION INCL. HAUL 6,$SD C.Y. 475.39 475.39 A27 GRAVEL BORROW INCL.HAUL 530 TON 894.49 47.95 140.94 140.38 95.51 1,319.27 buckfill with 5/8 swauk mountian for JUT/PSE A28 UNSUITABLE FOUNDATION EXCAVATION INCL. HAUL 400 C.Y. 25.44 25.44. .A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 0.00 A30 WATER 200 MGAL 0.00 ().00 1 STRUCTURE EXCAVATION CLASS " B INCL.HAUL 330 C.Y. 0.00 0.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR a UNDERGROUND DRAINAGE 60 S.Y. 0.00 0.00 A34 ASPHALT PULVERIZATION FOR USE AS RECYCLED PAVEMENT 15,000 S.Y. 0.00 0.00 A35 CRUSHED SURFACING TOP COURSE 2,570 TON 0.00 0.00 PLANING BITUMINOUS A36 3,500 S.Y. 0.00 0.00 PAVEMENT A37 HMA-CL.-1�II�1.-P 1� 1tT ? = 7 TON -- 1.6R -- -- _ 1.67 A38 ROADWAY CORE 10 EACH 0.00 0.00 - A39 ASPHALT COST PRICE ADJUSTMENT 1 CALC. 0.00% 0.00% A40 JOB MIX COMPLIANCE PRICE _ ADJUSTMENT I CALC. 0.00% 0.00% A41 COMPACTION PRICE _ ADJUSTMENT I CALC. 0.00% 0.00%o Page 2 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Cry 8rOebcrr>te, I. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 02/26/22 CONTRACTOR Item Bid Prey. 2/21 2/22 2/23 2/24 2/25 2/26 Total No. Description Qty. Unit Total M 111 W I F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 0.00% 0.00% A2 MOBILIZATION 1 L.S. 0.00% 0.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 0.00% - _ 0.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 4.00% - 4.00% A5 CONTRACTOR SURVEYING I L.S. 21.90% _ 21.90% A6 ADA FEATURES SURVEYING I L.S. 0.00% 0.00% A7 UTILITY POTHOLING 25 EA 2.00 2.00 pot hole power at 893+56 A8 RESOLUTION OF UTILITY 1 FA 0.00% o CONFLICTS 0.00/o A4 COVID-19 HEALTH AND SAFETY PLAN 1 L.S. 29.00% 29.00% OTHER TEMPORARY TRAFFIC Al0 CONTROL 1 L.S. 5.40% 5.40% All TRAFFIC CONTROL SUPERVISOR 1 L.S. 5.40% 5.40% Al2 FLAGGERS 3,200 HR 153.00 153.00 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 13.50 13.50 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 466.00 466.00 PORTABLE CHANGEABLE A15 It sSAGI $ICN _S,200-_- HR _L104.00 —-- - 1,104.00 A16 OFF-DUTY UNIFORMED POLICE OFFICER 80 HR 0.00 0.00 A17 SEQUENTIAL ARROW SIGN 15,000 HR 1,016.00 24.00 24.00 24.00 24.1)1) 24.00 24.00 1,160.00 24 hr added to prey.total for sunday A18 CLEARING AND GRUBBING 0.7 ACRE 0.33 0.33 A19 REMOVING DRAINAGE 9 EACH 0.00 STRUCTURE 0.00 A20 REMOVING STORM SEWER PIPE 230 L.F. 0.00 0.00 A21 REMOVAL OF STRUCTURES AND 1 L.S. 80.00°o 0 OBSTRUCTIONS 80.00%Page 1 of 8 + . WEEKLY QUANTITY REPORT CITY OF RENTON Cry 8k Oab e, L . DUVALL AVENUE NE --- — tatec G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 02/14/22 Item Bid Prey. 2/14 2/15 2/16 2/17 2/18 2/19 Total No. Description Qty. Unit Total NI T W T F S to Date Com SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 0.00% 0.00% A2 MOBILIZATION 1 L.S. 0.00% 0.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE I L.S. 0.00% 0.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 4.00% 4.00% A5 CONTRACTOR SURVEYING I L.S. 21.90% 21.90% — A6 ADA FEATURES SURVEYING I L.S. 0.00% 0.00% — A7 UTILITY POTHOLING 25 EA 2.00 2.00 pot hole power at 893+56 A8 RESOLUTION OF UTILITY 1 FA 0.00% 0.00% S COVID-19 HEALTH AND SAFETY A9 PLAN 1 L.S. 29.00% 29.00% OTHER TEMPORARY TRAFFIC A10- CONTROL 1 L.S. 5.40% 5.40•Yn Al 1 TRAFFIC CONTROL SUPERVISOR l L.S. 5.40% 5.40% Al2 FLAGGERS 3,200 HR 141.50 7.00 4.50 153.00 — A 13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 12.50 1.00 13.50 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 466.00 466.00 A 15 PORTABLE CHANGEABLE — MESSAGE SIGN 1, —13 200 R -1,104.00 - - — —4,t 00 A16 OFF-DUTY UNIFORMED POLICE OFFICER 80 HR 0.00 0 .00 A17 SEQUENTIAL ARROW SIGN 15,000 HR 840.00 24.00 24.00 24.00 32.00 24.00 24.00 992.00 added one more on Thursday only A18 CLEARING AND GRUBBING 0.7 ACRE 0.33 X 0.33 removed trees in work zone c A19 MOVING DRAINAGE " STRUCTURE 9 EACH 0.00 0.00 A20 REMOVING STORM SEWER PIPE 230 L.F. 0.00 0.00 Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON GY.ay 8=0a64 ,e, Imo. DUVALL AVENUE NE --e — G&O 20593 A21 REMOVAL OF STRUCTURES AND 1 L.S. 80.OQ% o - ---OBSTRUCTIONS 80.00,E Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Cam.-tea. OaI :.0, Limo. DUVALL AVENUE NE CONsrn:rnvc ewcwtEws - G&O#20593 Item Prey. 2/14 2/15 2/16 2/17 2/18 2/19 Total No. DescriptionQty.---{ 1V- urar-- _ T µ- T F S to Date 'Comments A22 REMOVING CEMENT CONC. SIDEWALK 570 S.Y. 5.80 5.80 A23 REMOVING CEMENT CONC.CURB I,200 L.F. 9.Sp AND GUTTER 9.50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 REMOVING ASPHALT CONC. A25 PAVEMENT 1,230 S.Y. 145.22 82.89 11.56 239.67 373"X2',56"x-8',-20k 3----____ A26-ROA ROADWAY-EXCAVATION INCL. 6,850 C.Y. 475.39 HAUL 475.3 9 A27 GRAVEL BORROW INCL.HAUL 530 TON 894.49 894.49 A28 UNSUITABLE FOUNDATION 400 C.Y. 3.61 6.74 15.09 EXCAVATION INCL.HAUL 25.44 cbil3 to CB#5 and CB#5 to CB#6 A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 0 00 A30 WATER 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 B INCL.HAUL 0.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 , UNDERGROUND DRAINAGE 0.00 A34 ASPHALT PULVERIZATION FOR I5,000 S.Y. 0.00 USE AS RECYCLED PAVEMENT 0.00 A35 CRUSHED SURFACING TOP 2,570 TON 0.00 COURSE 0.00 A36 PLANING BITUMINOUS PAVEMENT 3,500 S.Y. 0.00 0.00 A37 HMA.CL._112JN.PG ti422 7 410--TON ---0fb0- 1.67 1.67 temporary patch for cb 38 to cb 39 A38 ROADWAY CORE 10 EACH 0.00 0.00 ASPHALT COST PRICE A39 ADJUSTMENT 1 CALC. 0.00% 0.00% JOB MIX COMPLIANCE PRICE A40 ADJUSTMENT 1 CALC. 0.00% 0.00% A41 COMPACTION PRICE ADJUSTMENT I CALC. 0.00% 0.00% Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Cry 8er Oaborrio, Ir o DUVALL AVENUE NE eereswanue mctteetns G&O#20593 Item Prey. 2/14 2/15 2/16 2/17 2/18 2/19 Totale4 No. Description- Qty. __- Unit Tatal _ ��---'f-- �y T--��-- F S to Date Comments A42 CONC.CLASS 4000 FOR RETAINING WALL 3A 250 S.Y. 0.00 fJ0 A43 SOLID WALL PVC STORM PIPE 4 IN.DIAM. 190 L.F. 0.00 A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. 2,910 L.F. 476.00 143.00 158.00 25.00 802,00 POLYPROPYLENE STORM SEWER A45 PIPE I8 IN.DIAM. 130 L.F. 0.00 0.00 A46 POLYPROPYLTNESTORM SEWER PIPE 24 IN.DIAM. 70 I,.F. 0.00 0.00 A47 TR. 1 ST.STORM SEWER PIPE _ 12 IN.DIAM. 10 L.F. 0.00 0 .00 A48 DUCTILE IRON SEWER PIPE 12 IN. DIAM. 280 L.F. 0.00 0.00 A49 CONCRETE INLET 1 EACH 0.00 0.00 A50 CATCH BASIN TYPE 1 25 EACH 4.00 2.00 2 too_ 8.O8 Aar cb#6,cb#38,cb#39 Cb## 5 A51 CATCH BASIN TYPE 1L 5 EACH 2.00 2.00 A52 CATCH BASIN TYPE_2 48 IN.DIAM. 2 EACH -(lair 0.g.4430, A53 CONNECTION TO DRAINAGE _ STRUCTURE 11 EACH 3.00 3 .00 A54 ADJUST CATCH BASIN 5 EACH 0.00 0.00 - A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 MANHOLE#33 PARTIAL A57 _ REPLACEMENT I EACH 0.00 0 .00 A58 TRENCH DRAIN 50 _LE.- -�_ 0.00 - A59 TREE BOX BIOFILTRATION UNIT 13 EACH 0.00 0.00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 0.00 A61 SHORING OR EXTRA EXCAVATION CLASS B 750 S.F. 0.00 0.00 A62 TELEVISION INSPECTION 1 L.S. 0.00% 0.00% A63 EROSION CONTROL AND WATER POLLUTION PREVENTION I [,.S. 5.40% 5.40% Page 4 of 9 WEEKLY QUANTITY REPORT 441751> CITY OF RENTON IL ray Osabci,-rae., L:u_ DUVALL AVENUE NE 6awsunrasfNGINEERs C&O#20593 Item Prey. 1 2/14 2/15 2/16 2/17 2/18 2/19 Total No. __ Description Qt . Unit Total M T W 1' F S to Date Comments A64 SILT FENCE 4,300 L.F. 1,120.00 1,120 00 A65 INLET PROTECTION 30 EACH 50.00 50.00 A66 SEEDING,FERTILIZING,AND 970 SY 0.00 MULCHING 0.00 A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 -IRRIGATION-SYSTEM-- __- A71 RESTORATION 1 1..8. 0.00% 0.00% A72 IRRIGATION SYSTEM 1 L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,600 L.F. 0.00 AND GUTTER 0.00 A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0.00 _ A75 CEMENT CONC.PEDESTRIAN 145 L.F. 0.00 CURB 0.00 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 0.00 ENTRANCE TYPE 1 0.00 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 - TYPE 1 0.00 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 0.00 0.00 -CEMENT CONC.CURB RAMP TYPE _ __ ---._ -__ APARALLEL II 'EACH 0.00 0.00 A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 SINGLE DIRECTIONAL 0.00 A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 0.00% 0.00% A86 PERMANENT SIGNING 1 L.S. 0.00% 0.00% A87 REMOVING PAVEMENT MARKINGS 1 L.S. 5.00% 5.00% A88 PAINT LINE 12.300 L.F. 0.00 0.00 - Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Orgy �0� rn , lam. DUVALL AVENUE NE -. _..-CONSULTING ENGINEERS. _. G&U#20593 Item Prey. 2/14 2/15 2/16 2/17 2/18 2/19 Total No.._ a__—_Description —Qt- Uait Tnte1J_ M T w T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 , L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETITER 8 EACH 0.00 0.00 TEMPORARY PAVEMENT _ A95-—MARKING-SHORTDUR-ATION 31,500 L.F._._O.OD._ 00 _ A96 FUEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% _ A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 - s CSTC FOR STORM TRENCH ' BACKFILLFWD 1 TN 240.56 144.21 142.37 14.11 23.78 5� Item Prev. 2/14 2/15 2/16 2/17 2/18 2/19 Total \o• Description Qty. Unit Total M T W T - F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND BI DEMOLITION (NOT TO EXCEED 10%OF TOTAL OF BID l L.S. RO.�)0(' 80.00% SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 5.00% 5.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH g�� �� BACKFILL 1,265 TON B5 FURNISH AND INSTALL 8-INCH CI, 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 00 AND POLYETHYLENE ENCASEMENT 1 Page 6 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C3Y,Ay O®� , I DUVALL AVENUE NE -_.. ------.---CONSULTING ENGINEERS- _ G&O#20593 Item ' "` ' prey. 2/14 2/15 2/16 2/17 2/18 2/19 Total I _ � Mn,. Description Qty _ t-1-. l- LM ) W T F S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH _ 138 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT B9 ADDITIONAL DUCTILE IRON FITTINGS 3600 LBS 0.00 0.00 CONCRETE FOR THRUST BIO BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B I 1 CONNECTION TO EXISTING 4 EACH 2.00 2.00 WATER MAIN CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING I 1 EACH 1.00 1.00 WATER FACILI'1'1hS B 13 >< B14 FURNISH AND INSTALL 8-INCH GATE VALVE ASSEMBLY 2 EACH 0.000.00 B 15 FURNISH AND INSTALL 12-INCH 1 EACH 0.00 0.00 GATE VALVE ASSEMBLY B 16 FURNISH AND INSTALL 16-INCH l EACH 0.00 0.00 GATE VALVE ASSEMBLY --_—_— FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0 00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON V1y () 0, Imo. DUVALL AVENUE NE enicIwmrs G&O#20593 Item Prey. 2/14 2/15 2/16 2/17 2/18 2/19 Total °! ----Descnptiou- - _ - = Ualt -Tdfa1 M T W T -g FURNISH AND INSTALL FIRE fo Date- Comments HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN INCLUDING WET TAP BY 7.o EA('I i 2.00 2.00 APPROVED WET-TOP CONTRACTOR FURNISH AND INSTALL 1-INCH B19 _ WATER SERVICE CONNECTION 1 EACH 0.00- 0.00 STORM ----N B20 PREVENTION(AND TESC)PLAN 1 L.S. 5.00% AND IMPLEMENTATION 5.00% FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF I EACH 0.00 ASSEMBLY 0.00 Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Grey Oaie,I DUVALL AVENUE NE -CONSULTING ENGINEERS G&O#20593 Item Prey. 2/14 2/IS 2/16 2/17 2/18 2/19 Total No. , Description Qty. —Unit Total Nt T NV T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. ####### 100.00% C2 MOBILIZATION 1 L.S. 0.00% 0.00% C3 JOINT UTILITY TRENCH 180 L.F. 0.00 0.00 — C4 LATERAL TRENCH 1,150 L.F. 0.00 0.00 INSTALL VAULT-PSE TYPE CS 2'6"x2'6"x2'0" 2 EACH 0.00 0.00 ---- — C6 4'8"x7'0"x5'8" 4 EACH 0.00 1.00 1.00 at893+50 C7 INSTALL VAULT-PSE TYPE 5'3"X2'3"x2'9" I EACH 0.00 0 .00 C8 INSTALL VAULT-COMCAST TYPE — — 1'6"x3'0"PEDESTAL 1 EACH 0.00 0.00 C9 INSTALL CONDUIT PIPE-2 IN. DIAM.-PSE 30 l..!'. 0.00 0.00 C 10 INSTALL CONDUIT PIPE-3 IN. DIAM.-PSE 270 L.I'. 0.00 0.00 C I 1 INSTALL CONDUIT PIPE-4 IN. - DIAM.-PSE 3280 L.F. 0.00 0.00 C12 INSTALL CONDUIT PIPE-6 IN. DIAM.-PSE 220 L.F. 0.00 0.00 C 13 INSTALL CONDUIT PIPE-4 IN. DIAM.-COMCAST 180 L.F. 0.00 �- UO Reviewed Contractor's Record Drawings for conformity with fieldwork. Ores IlNo -- --1E COPIES TO: GRAY&OSBORNE,INC. P VAN EARWAGE CITY OF RENTON RESIDENT INSPECT R(Signature) DATE: 2/19/2022 REPORT NO.: Week 7 Page 9 of 9 r. WEEKLY QUANTITY REPORT leb CITY OF RENTON Cray 8z O®6� ,Ix...- DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/7 2/8 2/9 2/10 2/11 2/12 Total No _ _._______Description Qt y. Unit Total_. M_.: T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. ####### 100.00% C2 MOBILIZATION 1 L.S. 0.00% 0.00% C3 JOINT UTILITY TRENCH 180 L.F. 0.00 0.00 C4 LATERAL TRENCH 1,150 L.F. 0.00 0.00 INSTALL VAULT-PSE TYPE C5 2 EACH- 0:00____ _ -____ 0.00 26x26x20 —__ INSTALL VAULT=PSETYPE C6 4'8"x7'0"x5'8" 4 EACH 0.00 0.00 C7 INSTALL VAULT-PSE TYPE 5'3"x2'3"x2'9° 1 EACH 0.00 0.00 C8 INSTALL VAULT-COMCAST TYPE 1'6"x3'0"PEDESTAL 1 EACH 0.00 0 00 C9 INSTALL CONDUIT PIPE-2 IN. DIAM.-PSE 30 L.F. 0.00 0.00 C10 INSTALL CONDUIT PIPE-3 IN. DIAM.-PSE 270 L.F. 0.00 0.00 Cl 1 INSTALL CONDUIT PIPE-4 IN. DIAM.-PSE 3280 L.F. 0.00 0.00 C 12 INSTALL CONDUIT PIPE-6 IN. DIAM.-PSE 220 L.F. 0.00 0.00 CI3 INSTALL CONDUIT PIPE-4 IN. DIAM.-COMCAST 180 L.F. 0.00 0.00 Reviewed Contractor's Record Drawings for conformity with fieldwork. eves ❑No COPIES TO: GRAY&OSBORNE,INC. PHI AN EARW E 22 CITY OF RENTON RESIDENT INSPECT° Signature) DATE: 2/12/2 REPORT NO.: Week 6 Page 8 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Grow Sz08boine, LU-_ DUVALL AVENUE NE C ON$UL71NG ENGINEERS G&O#20593 Item Prev. 2/7 2/8 2/9 2/10 2/11 2/12 Total \o. Description Qty. Unit Total M "I. W T F S to Date Comments FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN INCLUDING WET TAP BY 7.0 EACH 2.00 2.00 APPROVED WET-TOP CONTRACTOR B 19 FURNISH AND INSTALL 1-INCH not complete no stow adt. I EACH 0.00 — — -- - WATER SERVICE CONNECTION 0.00 __ S'I'ORMVhi4TER=PEyLEtI`fI6N B20 PREVENTION(AND TESC)PLAN 1 1..S. 5.00% 5.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.00 0.00 ASSEMBLY Page 7 of 8 WEEKLY QUANTITY REPORT 405120 CITY OF RENTON G=,�y 8r Oab� ,e, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1 2/7 2/8 2/9 2/10 2/11 2/12 Total No. _ _ _Description @tY; .. --T-ota}_ ._- _ T W T F S to Date Comments FURNISH AND INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 I. E.. 0.00 (,00 AND POLYETHYLENE ENCASEMENT FURNISH AND INSTALL 16-INCH CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 V.F. 0.00 0.00 ANF�POI; HY�fiE .v__ ----- ENCASEMENT B9 ADDITIONAL DUCTILE IRON FITTINGS 3600 LBS 0.00 0.00 CONCRETE FOR THRUST B10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3 52 ANCHOR BLOCKS B 11 CONNECTION TO EXISTING _ WATER MAIN 4 EACH 2,00 2 00 CUT AND CAP EXISTING WATER B 12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1.00 WATER FACILITIES B13 B14 FURNISH AND INSTALL 8-INCH GATE VALVE ASSEMBLY 2 EACH 0.00 0.00 B15 FURNISH AND INSTALL 12-INCH GATE VALVE ASSEMBLY 1 EACH 0.00 0.00 B16 FURNISH AND INSTALL 16-INCH _ GATE VALVE ASSEMBLY 1 EACH 0.00 0.00- FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 0.00 WATER MAIN Page 6 of 8 WEEKLY QUANTITY REPORT 44/ 0 CITY OF RENTON C „ay&z O®ba,�e, LW. DUVALL AVENUE NE CONSULTING ENGINEERS G&O!#20593 Item Prev. 2/7 2/8 2/9 2/10 1 2/11 2/12 Total No. Description ___ __. p Qty. Unit Total_ M T W T F S to Date Comments A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 0.00 A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 0.00 A95 TEMPORARY PAVEMENT �_ =MA4 €ING_:SHOR 'I PION 31,SUU L.F. 0.00., 000 A96 FUEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 0.00 FWD s CSTC FOR STORM TRENCH BACKFILL 1 TN 0.00 66.72 95.94 26.24 51.66 240.56 Item Prev. 2/7 2/8 2/9 2/10 2/11 2/12 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 10%OF TOTAL OF BID 1 L.S. 80.00% 80.00% SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 5.00% 5.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 0.00 MATERIAL B4 SELECT IMPORTED TRENCH. 89t9A9 _ BACKFILL B5 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 0.00 AND POLYETHYLENE ENCASEMENT Page 5of8 WEEKLY QUANTITY REPORT CITY OF RENTON �_�f.y O81�� I� DUVALL AVENUE NE coNSUlnNc ENGINEERS G&O i`�20593 Item ' Prey. 2/7 2/8 2/9 2/10 2/11 2/12 total No. Description Qty. Lnit Total M T W '1' F S to Date Comments A64 SILT FENCE 4,300 L.F. 1,120.00 1.120.00 A65 INLET PROTECTION 30 EACH 50.00 50.00 A66 SEEDING,FERTILIZING,AND MULCHING 970 SY 0.00 0.00 A67 TOPSOIL TYPE A 480 C.Y. 0.00 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% 0.00% A69 BARK MULCH 100 C.Y. 0.00 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 0.00 A71 IRRIGAT4ONSYSTEM RESTORATION 1 L.S. 0.00% 0.00% 1 A72 IRRIGATION SYSTEM 1 _ L.S. 0.00% 0.00% A73 CEMENT CONC.TRAFFIC CURB AND GUTTER 4,600 L.F. 0.00 0.00 A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 0 00 A75 CEMENT CONC.PEDESTRIAN CURB 145 L.F. 0.00 0.00 A76 EXTRUDED CURB 2,350 L.F. 0.00 0.00 A77 CEMENT CONC.DRIVEWAY ENTRANCE TYPE I 160 S.Y. 0.00 0 .00 A78 RAISED PAVEMENT MARKER TYPE I 11 HUND 0.00 0 .00 A79 RAISED PAVEMENT MARKER TYPE 2 3 HUND 0.00 0.00 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 0.00 _ A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 0.00 0.00 JCEMENT CONC.CURB RAMP TYPE, . - _ t7 EACH_--0�0 PARALLEL 0.00 A84 CEMENT CONC.CURB RAMP TYPE SINGLE DIRECTIONAL 1 EACH 0.00 0.00 A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 0.00% 0.00% A86 PERMANENT SIGNING 1 L.S. 0.00% 0.00% A87 REMOVING PAVEMENT _ MARKINGS 1 L.S. 5.00% 5.00% A88 PAINT LINE 12.300 L.F. 0.00 0.00 Page 4 of ti WEEKLY QUANTITY REPORT CITY OF RENTON Gray 0�6a �,d, 1.13C. DUVALL AVENUE NE CONSULi1NG ENGINEERS G&O#20593 Item '' Prey. 2/7 2/8 2/9 2/10 2/11 2/12 'Total No. Description Qty. Unit Total, =M- 7' W 'I' F S to Date , Comments CONC.CLASS 4000 FOR A42 RETAINING WALL 3A 250 S.Y. 0.00 (�00 A43 SOLID WALL PVC STORM PIPE 190 L.F. 0.00 4 IN.DIAM. 0.00 A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. 2,910 L.F. 239.00 80.00 97.00 2o.00 40.00 476.00 A45 POLYPROPYLENE STORM SEWER PIPE 18/N.DIA7GI -13o L.F. 0.00 0.00 �3TOR16T SEWER T A46�E TROP PIPE 24 IN.DIAM. 70 L.F. O.OU 0 00 A47 TR. 1 ST.STORM SEWER PIPE 12 IN.DIAM. 10 L.F. 0.00 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. 280 L.F. 0.00 DIAM. 0.00 A49 CONCRETE INLET 1 EACH 0.00 0.00 A50 CATCH BASIN TYPE 1 25 EACH 2.00 2.00 4.00 cb 14,cb 15 A51 CATCH BASIN TYPE IL 5 EACH 0.00 1.00 1.0(1 2.00 cb 2,cb 3 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH QA3' 0.9 . A53 CONNECTION TO DRAINAGE 11 EACH 1.00 STRUCTURE 1.00 1.00 3.00 A54'ADJUST CATCH BASIN 5 EACH 0.00 0.00 A55 ADJUST VALVE BOX 18 EACH 0.00 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 0.00 REPLACEMENT 0.00 A58 TRENCH DRAIN 511 L.F. 0,00 - -0.00 A59 TREE BOX BIOFILIRATION UNIT 13 EACH 0.00 0.00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 EXCAVATION CLASS B 0.00 A62 TELEVISION INSPECTION 1 L.S. 0.00% 0.00% A63 EROSION CONTROL AND WATER 1 L.S. 5.40% o POLLUTION PREVENTION 5.40/o Page 3 of 8 WEEKLY QUANTITY REPORT CITY OF RENTON C. .y t OaI m , Imo. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 2/7 2/8 2/9 2/10 2/11 2/12 Total No. Description .--Oty, Unit =.TataF: A'1 `F---=-- -'= T F S to Date Comments A22 REMOVING CEMENT CONC. SIDEWALK 570 S.Y. 5.80 5.80 A23 REMOVING CEMENT CONC.CURB AND GUTTER I,200 L.F. 9.50 9.50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 MOVING ASPHALT CONC. - 130 S.Y. 53.67 9155 - 145.22 VEK3ENT ___ __ -_ A26----ROADWA- 2'NI L_ HAUL 6,850 C.Y. 475.39 475.39 A27 GRAVEL BORROW INCL.HAUL 530 TON 543.51 145.32 138.58 67.08 894.49 A28 UNSUITABLE FOUNDATION EXCAVATION INCL.HAUL 400 C.Y. 0.00 3.61 3.61 A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 _ change in slope between cb 2 and cbl A30 WATER _ 0.00 200 MGAL 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS B INCL.HAUL 330 C.Y. 0.00 0 .00 • A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 60 S.Y. 0.00 0.00 A34 ASPHALT PULVERIZATION FOR _ USE AS RECYCLED PAVEMENT 15,000 S.Y. 0. 0.00 A35 CRUSHED SURFACING TOP COURSE 2,570 TON 0.00 0.00 A36 PLANING BITUMINOUS PAVEMENT 3,500 S.Y. 0.00 0.00 A 3 7 HMA CL.1/21N PG.6_4 22 7 410 .TON 0.00 _ -0 00 A38 ROADWAY CORE 10 EACH 0.00 0.00 A39 ASPHALT COST PRICE ADJUSTMENT 1 CALC. 0.00% 0.00% A40 JOB MIX COMPLIANCE PRICE ADJUSTMENT 1 CALC. 0.00% 0.00/ A41 COMPACTION PRICE ADJUSTMENT I CALC. 0.00% 0.00% Page 2 of 8 /. WEEKLY QUANTITY REPORT CITY OF RENTON ��ny 8r O�l� ,d, Imo- DUVALL AVENUE NE CONSVUING ENGINEERSG&O#20593 REED TRUCKING&EXCAVATING,INC. WF,I K)ENDING: 02 1^_'2? CnNt1TI ACTOR`- Item Bid Prey. 2/7 2/8 2/9 2/10 2/11 2/12 Total No. Description Qty. Unit Total VI T W "I' F S to Date SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Comments Al SPCC PLAN 1 j L.S. 10.00% 0 00% A2 MOBILIZATION 1 L.S. 0.00% 0.00% 141 MIN BID REQ-TYPE B PROGRESS SCHEDULE 1 L.S. 0.00% i ° $10,000 __ 0.00/° A4 PROJECT RED LINE DRAWINGS I L.S. 4.00% 4.00% AS CONTRACTOR SURVEYING 1 L.S. 21.90% 21.90% A6 ADA FEATURES SURVEYING 1 L.S. 0.00% 0.00% A7 UTILITY POTHOLING 25 EA 1.00 I.00 2.00 jot hole power at 893+56 A8 RESOLUTION OF UTILITY CONFLICTS 1 FA 0.00% 0.00% A9 COVID-19 HEALTH AND SAFETY PLAN1 L.S. 29.00% 29.00% A10 OTHER TEMPORARY TRAFFIC CONTROL I L.S. 5.40% 5.40% All TRAFFIC CONTROL SUPERVISOR 1 L.S. 5.40% 5.40% A 12 FLAGGERS 3,200 HR 115.50 8.00 18.00 141.50 A 13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 12.50 12.50 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 466.00 466.00 • A 15 PORTABLE CHANGEABLE MESSAGE SIGN R 0n-- 1-1.13 1,104.00- 1,104.00 A16 OFF-DUTY UNIFORMED POLICE - OFFICER 80 HR 0.00 0.00 A17 SEQUENTIAL ARROW SIGN 15,000 HR 672.00 24.00 24.00 24.00 24.00 24.00 24.00 816.00 24 hr added to prey.total for sunaay A18 CLEARING AND GRUBBING _ 0.7 ACRE 0.27 0.05 0.33 A19 REMOVING DRAINAGE STRUCTURE 9 EACH 0.00 0.00 A20 REMOVING STORM SEWER PIPE 230 _ L.F. 0.00 0.00 L .�l REMOVAL OF STRUCTURES AND 1 L.S. 80.00% x OBSTRUCTIONS 80.00% removed the remaining watermain from 7th to storm pond Page I of 8 WEEKLY QUANTITY REPORT CITY OF RENTON Grey &Oelbi-11E,:, La., DUVALL AVENUE NE C ONS°LTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 02/05/22 CONTRACTOR Item Bid Prey. 1/31 2/1 2/2 2/3 2/4 2/5 "Total No. Description Qty. Unit Total M T NV T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 0.00% 0.00% A2 MOBILIZATION 1 L.S. 0.00% 0.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 0.00% 0.00% $10,000 A4 PROJECT RED LINE DRAWINGS I L.S. 4.00% 4.00% A5 CONTRACTOR SURVEYING 1 L.S. 21.90% 21.90% A6 ADA FEATURES SURVEYING 1 L.S. 0.00% 0.00% A7 UTILITY POTHOLING 25 EA 1.00 1.00 A8 RESOLUTION OF UTILITY 1 FA 0.00% CONFLICTS 0.00% A9 COVID-19 HEALTI I AND SAFETY 1 L.S. 0.00% 29.00% 29.00% PLAN A 1 D OTHER TEMPORARY TRAFFIC 1 L.S. 0.00% 5.40% CONTROL 5.40% All TRAFFIC CONTROL SUPERVISOR 1 L.S. 0.00% 5.40% 5.40% Al2 FLAGGERS 3,200 HR 90.50 8.00 8.00 8.00 1.00 115.50 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 12.50 12.50 A L4 CONSTRUCTION SIGNS CLASS A 1,200 SF 466.00 466.00 AI5 PORTABLE CHANGEABLE 8.200 HR 1,104.00 1,104.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 OFFICER 0.00 All SEQUENTIAL ARROW SIGN 15,000 HR 504.00 24.00 24.00 24.00 24.00 24.00 24.00 648.00 24 hr added to prey.total for sunday M B Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Vray Osl�rrk®, �r DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/31 2/1 2/2 2/3 2/4 2/5 Total No. Description Qty. Unit Total M T W T F S to Date Comments Al8 CLEARING AND GRUBBING 0.7 ACRE 0.27 0.27 A19 REMOVING DRAINAGE 9 EACH 0.00 STRUCTURE 0,00 A20 REMOVING STORM SEWER PIPE 230 L.F. 0.00 0.00 A21 REMOVAL OF STRUCTURES AND 1 L.S. 80.00% 80.00% OBSTRUCTIONS A22 REMOVING CEMENT CONC. 570 S.Y. 5.80 SIDEWALK 5.80 A23 REMOVING CEMENT'CONC.CURB 1,200 L.F. 9.50 AND GUTTER 9.50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 0.00 A25 REMOVING ASPHALT CONC. 1,230 S.Y. 53.67 53.67 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 475.39 475.39 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 543.51 543.51 A28 UNSUITABLE FOUNDATION 400 C.Y. 0.00 EXCAVATION INCL.HAUL 0.00 A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 0.00 A30 WATER 200 MGAI, 0.00 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 B INCL.HAUL0.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 0.00 A33 CONSTRUCTIONGEOTEXTII.F.FOR UNDERGROUND DRAINAGE 60 S.Y. 0 00 0.00 A34 ASPI IA LT PULVERIZATION FOR USE AS RECYCLED PAVEMENT I5,000 S.Y. 0.00 0.00 A35 CRUSHED SURFACING TOP COURSE2,570 TON 0.00 0.00 Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Ci.y-8 peho.-,e, IIr- DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/31 2/1 2/2 2/3 2/4 2/5 Total No. Description Qty. Unit Total M T W T F S to Date Comments A36 PLANING BITUMINOUS 3,500 S.Y. 0.00 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,410 TON 0.00 A38 ROADWAY CORE 10 EACH 0.00 A39 ASPHALT COST PRICE 0.00/0 ADJUSTMENT 1 CALC. o A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% ' ADJUSTMENT A41 COMPACTION PRICE 0.00/o ADJUSTMENT 1 CALC. o A42 CONC.CLASS 4000 FOR 250 S.Y. 0.00 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 0.00 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 60.00 59.00 120.00 239.00 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 0.00 PIPE 24 IN.DIAM. A47 TR. I ST. STORM SEWER PIPE 10 L.F. 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 280 L.F. 0.00 DIAM. A49 CONCRETE INLET 1 EACH 0.00 A50 CATCH BASIN TYPE 1 25 EACH 1.00 1.00 2.00 ch#]q cb(a�13 1 CATCH BASIN TYPE 1L 5 _ EACIi---- _--- ___--------- - 0.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 1404.90 A53 CONNECTION TO DRAINAGE 11 EACH 1.00 1.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 Item Prey. 1/31 2/1 2/2 2/3 2/4 2/5 Total Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C T.-a..y O0I�x-n®, I�u DUVALL AVENUE NE C ONSULTNG ENGINEERS G&0#20593 No. Description Qty. Unit Total M T W T F S to Date Comments A55 ADJUST VALVE BOX 18 EACH 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 0.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 0,00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 0.00% EROSION CONTROL AND WATER A63 POLLUTION PREVENTION 1 L.S. 5.40% 5 40% A64 SILT FENCE 4,300 L.P. 1,120.00 1,120.00 A65 INLET PROTECTION 30 EACH 50.00 50.00 SEEDING,FERTILIZING,AND A66 MULCHING 970 SY 0.00 A67 TOPSOIL TYPE A 480 C.Y. 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% A69 BARK MULCH 100 C.Y. 0.00 A70 SYNTIIETIC TURF 550 S.F. 0.00 A71 IRRIGATION SYSTEM 0.00% RESTORATION 1 L.S. ° A72 IRRIGATION SYSTEM 1 L.S. 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,600 L.F. 0.00 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 Item Prey. 1/31 2/1 2/2 2/3 2/4 2/5 Total Page 4 of 9 WEEKLY QUANTITY REPORT 44510 CITY OF RENTON C�x-ay 8z 0sLc e, I DUVALL AVENUE NE CONSUITINC ENGINEERS C&O##20593 No, Description Qty. Unit Total M T W T F S to Date Comments A75 CEMENT CONC.PEDESTRIAN CURB 145 L.F. 0.00 A76 EXTRUDED CURB 2,350 L.F. 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 0.00 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 TYPE 1 A79 RAISED PAVEMENT MARKER 3 HUND 0.00 TYPE A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 0.00 A83 CEMENT CONC. CURB RAMP TYPE 11 EACH 0.00 PARALLEL CEMENT CONC.CURB RAMP TYPE A84 SINGLE DIRECTIONAL I EACH 0.00 A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 0.00% A86 PERMANENT SIGNING 1 L.S. 0.00% A87 REMOVING PAVEMENT 1 L.S. 5.00% 5.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 A89 PAINTED WIDE LANE LINE 350 L.P. 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0,Q0 A92 PLASTIC STOP LINE 240 L.F. 0.00 A93 PLAS1'IC BICYCLE LANE SYMBOL 20 EACH 0.00 Page 5 of 9 WEEKLY QUANTITY REPORT 4 CITY OF RENTON C=>r,.cy&IDa�,,me,, �, DUVALL AVENUE NE CONSULIINC ENGINEERS G&O#20593 Item Prey. 1/31 2/1 2/2 2/3 2/4 2/5 Total No. Description Qty. Unit Total _ M T W T F S to Date Comments A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. MARKING-SHORT DURATION 0.00 A96 FUEL COST ADJUSTMENT I CALC. 0.00% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0,00 Page 6 of 9 WEEKLY QUANTITY REPORT 4500 CITY OF REN'TON Gray 8&G81 c, DUVALL AVENUE NE C ONSULTNG ENGINEERS G&O#20593 Item Prey. 1/31 2/1 2/2 2/3 2/4 2/5 Total No. Description Qty. Unit Total M T W 'I' F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND H1 DEMOLITION (NOT TO EXCEED 10%OF TOTAL OF BID 1 L.S. 80.00% 80.00 SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 5.0090 5.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 MATERIAL 134 SELECT IMPORTED TRENCH $j9. R�� R9 BACKFILL 1,265 TON vtfri `8�4'8'9 B5 V1JIY HIVU IIVJIALL 8-11V1.ri 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0 00 AND POLYETHYLENE FU�/AfsiMT INN I ALL ill-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.I:. 0.00 FFANNN��DPgqOppLYETHYLENE YU .14iVI MJ INS IALL lb-INI.H CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 AND POLYETHYLENE FNr A CFN,IFkIT B9 ADDITIONAL DUCTILE IRON 3600 LBS FITTINGS 0.00 CONCRRTR EORTHRUST —_ BIO BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 2.00 2.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/31 2/1 2/2 2/3 2/4 2/5 Total No. Description Qty. Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1.00 WATER FACILITIES B13 B 14 FURNISH AND INSTALL 8-INCI I 2 EACH GATE VALVE ASSEMBLY 0.00 B15 FURNISH AND INSTALL 12-INCH 1 EACH GATE VALVE ASSEMBLY 0.00 B16 FURNISH AND INSTALL 16-INCH GATE VALVE ASSEMBLY 1 EACH 0.00 FURNISH AND INSTALL FIRE B 17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN INCLUDING WET TAP BY 7.0 EACH 2.00 2.00 APPROVED WET-TOP CONTRACTOR not complete no storz adt. B 19 FURNISH AND INSTALL, 1-INCH 1 EACH WATER SERVICE CONNECTION 0.00 STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 5.00% 5.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.00 ASSEMBLY Page 8 of 9 . WEEKLY QUANTITY REPORT CITY OF RENTON Cray Oadoraa<e,Lam. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/31 2/1 2/2 2/3 2/4 2/5 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. ####### 100.00% C2 MOBILIZATION 1 L.S. 0.00% C3 JOINT UTILITY TRENCH 180 L.F. 0.00 C4 LATERAL TRENCH 1,150 L.F. 0.00 CS INSTALL VAULT-PSE TYPE 2 EACH 2'6"x2'6"x2'0" 0.00 C6 INSTALL VAULT-PSE TYPE 4 EACH 4'8"x7'0"x5'8" 0.00 INSTALL VAULT-PSE TYPEC7 I EACH 513"x21311x21911 0.00 C8 INSTALL�LV7AULT-COMCAST TYPE I EACH 1'6"x3'0"PEDESTAL 0.00 C9 INSTALL CONDUIT PIPE-2 IN. — DIA .-PSE 30 L.P. 0.00 M CIO INSTALL CONDUIT PIPE-3 IN. DIAM.-PSE 270 L.F. 0.00 C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. DIAM.-PSE 0.00 Cl2 INSTALL CONDUIT PIPE-6 IN. 220 L.F. DIAM.-PSE 0.00 C13 INSTALL CONDUIT PIPE-4 IN. DIAM.-COMCAST 180 1. F. 0.00 Reviewed Contractor's Record Drawings for conformity with fieldwork. Eves 1_,-No COPIES TO: GRAY&OSBORNE,INC. PAIL VAN EARWAt ' r "----- CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 2/5/2022 ay app. REPORT NO.: Week 5 Page9of9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Oa�bcw.. e, Irx. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 01/29/22 CONTRACTOR Item Bid Prev. 1/24 1/25 1/26 1/27 1/28 1/29 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 0.00% 0.00% A2 MOBILIZATION 1 L.S. 0.00% 0.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 0.00% 0.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 0.00% 0.00% A5 CONTRACTOR SURVEYING 1 L.S. 10.00% 10.00% A6 ADA FEATURES SURVEYING 1 I,.S. 0.00% 0.00% A7 UTILITY POTHOLING 25 EA 1.00 1.00 AS RESOLUTION OF UTILITY 1 FA 0.00% 0.00% CONFLICTS A9 COVID-19 HEALTH AND SAFETY PLAN 1 L.S. 0.00% 0.00% OTHER TEMPORARY TRAFFIC A10 CONTROL 1 L.S. 0.00% 0.00% All TRAFFIC CONTROL SUPERVISOR 1 L.S. 0.00% 0.00% Al2 FLAGGERS 3,200 IIR 53.50 5.00 8.00 8.00 8.00 8.00 90.50 Al 3 OTHER TRAFFIC CONTROL LABOR 1,000 HR 12.50 12.50 Al4 CONSTRUCTION SIGNS CLASS A 1,200 SF 466.00 466.00 A 15 PORTABLE CHANGEABLE 8,200 I IR 1,104.00 1,104.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 336.00 24.00 24.00 24.00 24.00 24.00 24.00 480.00 24 hr added to prey.total for sunday M B Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C4ray iSZ�eborne, L.c_ DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/24 1/25 1/26 1/27 1/28 1/29 Total No. Description " Qty. Unit Total M T W T F S to Date Comments A18 CLEARING AND GRUBBING 0.7 ACRE .27 clearing and grubbing limits ex- RE A19 MOVING DRAINAGE tanrinrl to edge of temp fence STRUCTURE 9 EACH 0.00 A20 REMOVING STORM SEWER PIPE 230 L.F. 0.00 A21 REMOVAL OF STRUCTURES AND - OBSTRUCTIONS 1 L.S. X X X X 0.00% 24th-322',25th-188,26th-288',27th 292'water pipe removed A22 REMOVING CEMENT CONC. 570 S.Y. 5.80 SIDEWALK 5.80 A23 REMOVING CEMENT CONC.CURB 1,200 L.F. 9.50 AND GUTTER9.50 A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 A25 REMOVING ASPHALT CONC. 1,230 S.Y. 45.00 PAVEMENT 8.67 53.67 135(6'=8.67 around cb 9 A26 ROADWAY EXCAVATION INCL. HAUL 6,850 C.Y. 71.31 119.26 69.63 107.04 108.15 475.39 waterline removal A27 GRAVEL BORROW INCL.HAUL 530 TON 543.51 543.51 A28 UNSUITABLE FOUNDATION EXCAVATION INCL. HAUL 400 C.Y. 0.00 A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 A30 WATER 200 MGAL 0.00 A31 STRUCTURE EXCAVATION CLASS B INCL.HAUL 330 C.Y. 0.00 A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 A33 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 60 S.Y. 0.00 A34 ASPHALT PULVERIZATION FOR USE AS RECYCLED PAVEMENT 15,000 S.Y. 0.00 A35 CRUSHED SURFACING TOP COURSE 2,570 TON 0.00 Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gray Oeborne, I.i DUVALL AVENUE NE CONSULTING ENGINEERS C&O#20593 Item Prey. 1/24 1/25 1/26 1/27 1/28 1/29 Total No. Description Qty. Unit Total M T W T F S to Date Comments A36 PLANING BITUMINOUS 3,500 S.Y. PAVEMENT 0.00 A37 IIMA CL. 1/2 IN.PG 64-22 7,410 TON 0.00 A38 ROADWAY CORE 10 EACH 0.00 A39 ASPHALT COST PRICE ADJUSTMENT l CALC. 0.00% A40 JOB MIX COMPLIANCE PRICE 1 CALC. o ADJUSTMENT0.00/o A41 COMPACTION PRICE _ ADJUSTMENT 1 CALC. 0.00% A42 CONC.CLASS 4000 FOR 250 S.Y. RETAINING WALL 3A 0.00 A43 SOLID WALL PVC STORM PIPE 190 L.F. 4 IN.DIAM. 0.00 A44 POLYPROPYLENE STORM SEWER — PIPE 12 IN.DIAM. 2,910 L.F. 0 00 A45 POLYPROPYLENE STORM SEWER 130 L.F. PIPE 18 IN.DIAM. 0.00 A46 POLYPROPYLENE STORM SEWER PIPE 24 IN.DIAM. 70 L.F. 0.00 A47 TR. 1 ST.STORM SEWER PIPE 12 IN.DIAM. 10 L.F. 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. 280 L.F. DIAM. 0.00 A49 CONCRETE INLET 1 EACH 0.00 MO CATCH BASIN TYPE 1 25 EACH 0.00 A51 CATCH BASIN TYPE IL 5 EACH 0.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH0 1 Ig.90 cb49 A53 CONNECTION TO DRAINAGE 11 EACH STRUCTURE 1.00 1.00 cb 9 to 24 inch concrete A54 ADJUST CATCH BASIN 5 EACH 0.00 Item Prey. 1/24 1/25 1/26 1/27 1/28 1/29 Total Page 3 of 9 WEEKLY QUANTITY REPORT 4251110 CITY OF RENTON Ciray Osborne, Iakc DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 No. Description __Qty, TotaL._._M T W T F S to Date Comments A55 ADJUST VALVE BOX 18 EACH 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 A57 MANHOLE#33 PARTIAL 1 EACH REPLACEMENT 0.00 A58 TRENCH DRAIN 50 L.F. 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 0.00 A60 FILLING PIPE WITH CDF 42 C.Y. 0.00 A61 SHORING OR EXTRA EXCAVATION CLASS B 750 S.E. 0.00 A62 TELEVISION INSPECTION I L.S. 0.00% A63 EROSION CONTROL AND WATER POLLUTION PREVENTION 1 L.S. 0.00% A64 SILT FENCE 4,300 L.F. 1,120.00 1,120.00 A65 INLET PROTECTION 30 EACH 50.00 50.00 A66 SEEDING,FERTILIZING,AND - — MULCHING 970 SY 0.00 A67 TOPSOIL TYPE A 480 C.Y. 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% A69 BARK MULCH 100 C.Y. 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 A71 IRRIGATION SYSTEM RESTORATION I L.S. 0.00% A72 IRRIGATION SYSTEM 1 L.S. 0.00% A73 CEMENT CONC.TRAFFIC CURB AND GUTTER 4,600 L.F. 0.00 A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 Item Prey. 1/24 1/25 1/26 1/27 1/28 1/29 Total Page4of9 WEEKLY QUANTITY REPORT CITY OF RENTON Carew Oshorric 111C. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 No. Description Qty,- Unit. . Total M__ _ T__ W T F S to Date I Comments A75 CEMENT'CONC. PEDESTRIAN 145 L.F. C 0.00 CURB A76 EXTRUDED CURB 2,350 L.F. 0.00 CEMENT CONC.DRIVEWAY A77 ENTRANCE TYPE 1 160 S.Y. 0.00 A78 RAISED PAVEMENT MARKER 11 HUND TYPE 1 0.00 A79 RAISED PAVEMENT MARKER 3 HUND TYPE 2 0.00 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 A82 CEMENT CONC. SIDEWALK 1,810 S.Y. 0.00 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH PARALLEL 0.00 A84 CEMENT'CONC.CURB RAMP TYPE 1 EACH SINGLE DIRECTIONAL 0.00 A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 0.00% A86 PERMANENT SIGNING 1 L.S. 0.00% A87'REMOVING PAVEMENT MAZIC1NGS l L.S. 0.00% A88 PAINT LINE 12,300 L.F. 0.00 A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Grimy&0a�,.ne, j� DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/24 1/25 1/26 1/27 1/28 1/29 Total No. Description Qty. Unit Total M T W T F S to Date Comments A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. MARKING-SHORT DURATION 0.00 A96 FUEL COST ADJUSTMENT I CALC. 0.00% A97 STEEL COST ADJUSTMENT I CALC. 0.00% A98 MAILBOX SUPPORT,TYPE 1 I EACH 0.00 Page 6<o1 9 WEEKLY QUANTITY REPORT CITY OF RENTON Lir i.y I�Qsihorrie, Irx: DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/24 1/25 1/26 1/27 1/28 1/29 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND DEMOLITION (NOT TO EXCEED B1 10%OF TOTAL OF BID 1 L.S. 0.00% SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 0.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 MATERIALSELECT Cq� RR R B4 BACK ILL PORTED TRENCH 1,265 TON 95.37 137.43 208.54 225.70 1 MP' $ $989 MB B5 K1N1Jri HIND 11NJ 1 KLL S-11N 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 I,.F. 0.00 AND�POLYETi-HYLEN E PVii_ I U INS 1ALL 12-1NC1-1 CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.P. 0.00 A�N�D+�POLYETHYLENE f UKIVIJH S1NS1ALL 16-INCH CI,52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 AND POLYETHYLENE F-MCA4'P J MT B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 FITTINGS CONCRETE FOR THRUST BIO BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS B11 CONNECTION TO EXISTING 4 EACH 2.00 2.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C.sra.y Oe :rn ,, Imo. DUVALL AVENUE NE CONSULTING, ENGINEERS G&O#20593 Item Pre'. 1/24 1/25 1/26 1/27 1/28 1/29 Total No. Description Qty. Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 1.00 1.00 WATER FACILITIES B13 B 14 FURNISH AND INSTALL 8-INCH 2 EACH GATE VALVE ASSEMBLY 0.00 B t5 FURNISH AND INSTALL 12-INCH 1 EACH GATE VALVE ASSEMBLY 0.00 B16 FURNISH AND INSTALL 16-INCH 1 EACH GATE VALVE ASSEMBLY 0.00 FURNISH AND INSTALL FIRE B 17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN INCLUDING WET TAP BY 7.0 EACH 2.00 2.00 APPROVED WET-TOP CONTRACTOR not complete no storz adt. B19 FURNISH AND INSTALL 1-INCH 1 EACH WATER SERVICE CONNECTION 0.00 STORM WATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 0.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.00 ASSEMBLY Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Gay Sr Oo&m,Imo. DUVALL AVENUE NE CONSULTNG ENGINEERS G&O#20593 Item I Prey. 1/24 1/25 1/26 1/27 1/28 1/29 Total No. Description Qty. Unit Total N1 'F w F F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 0.00% C2 MOBILIZATION 1 L.S. 0.00% C3 JOINT UTILITY TRENCH 180 L.F. 0.00 C4 LATERAL TRENCH 1,150 L.F. 0.00 CS INSTALL VAULT-PSE TYPE 2 EACH 0.00 2'6"x2'6"x2'0" C6 INSTALL VAULT-PSE TYPE 4 EACH 0.00 4'8"x70"x5'8" C7 INSTALL VAULT-PSE TYPE 1 EACH 0,00 5,3,,x213,,x2,9ii C8 INSTALL VAULT-COMCAST TYPE 1 EACH 0.00 I'6"x3'0"PEDESTAL C9INSTALL CONDUIT PIPE-2 IN. 30 L.F. 0.00 DIAM.-PSE C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 0.00 DIAM.-PSE C11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 0,00 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. 180 L.F. 0.00 DIAM.-COMCAST Reviewed Contractor's Record Drawings for conformity with fieldwork. Ores f]No / COPIES TO: GRAY&OSBORNE,INC. 611tHI VAN EARWAr CITY OF RENTON RESIDENT INSPECSignature) DATE: 1/30/2022 REPORT NO.: 4 Page 9 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON ( r y Q*iiLcrrme. I> . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. CONTRACTOR-- --- WEEK ENDING: 01n2n2 Item l 1 Bid Unit 1 PreyTotal. I 1/17M t 1T 8 ! 1/9 1/2T0 1 F 1 1R2 Totat No. Description Qty. 1 SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION to Date I Comments Al SPCC PLAN 1 L.S. 0.00% _ _ 0.00% A2 MOBILIZATION 1 L.S. 0.00% 0.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 0.00% $10,000 0.00% A4 PROJECT RED LINE DRAWINGS I L.S. 0.00% 0.00% A5 CONTRACTOR SURVEYING 1 L.S. 10.00% 10.00% - A6 ADA FEATURES SURVEYING I L.S. 0.00% _ 0.00% A7 UTILITY POTHOLING 25 EA 0.00 1.00 1.00 telephone conduit at 7th A8 RESOLUTION OF UTILITY - CONFLICTS I FA 0.00% 0.00% A9 COVID-19 HEALTH AND SAFETY PLAN 1 L.S. 0.00% 0.00% A 10 OTHER TEMPORARY TRAFFIC CONTROL 1 L.S. 0.00% 0.00% All TRAFFIC CONTROL SUPERVISOR I L.S. 0.00% — 0.00% Al2 FLAGGERS 3,200 HR 0.00 7.50 16.00 15.50 14.50 53.50 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 5.00 3.00 0.50 1.00 1.00 2.00 � �guard in ttvn pocket at 7th/install 12.50 signs at 4tfi and I Oth A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 466.00 466.00 PORTABLE CHANGEABLE A 15 - MESSAGE SIGN 8,200 HR 1,104.00 1,104.00 A16 OFF-DUTY UNIFORMED POLICE - OFFICER 80 HR 0.00 0.00 All SEQUENTIAL ARROW SIGN 15,000 HR 168.00 24.00 24.00 24.00 24.00 24.00 24.00 312.00 24 hr added to prey.total for Sunday M B Page 1 of 9 WEEKLY QUANTITY REPORT 4G51:10 CITY OF RENTON DUVALL AVENUE NE Cinnexy ek IChaboarime, In.,. C ONSULTNG ENGINEERS W40#20593 Item Prev. 1/17 1/18 _. 1/19 ,___ 1/20 -An.- Deseriptiow- , Qty. Unit -Total M T W T F S to Date Comments Al8 CLEARING AND GRUBBING 0.7 ACRE 0.10 0.08 0.18 1150'x7=8050 devided by 43560-1848 acre , .,- REMOVING DRAINAGE Al9 9 EACH 0.00 STRUCTURE - , A20 REMOVING STORM SEWER PIPE 230 L.F. 0.00 A2 REMOVAL OF STRUCTURES AND I 1 L.S. 0.00% OBSTRUCTIONS ' - REMOVING CEMENT CONC. A22 SIDEWALK 570 S.Y. 5.80 5.80 5 5 x 9.5 at 9th ,REMOVING CEMENT CONC.CURB A23 1,200 L.F. 9.50 9.50 AND GUTTER 95 feet 9th . . - A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 ,- ,REMOVING ASPHALT CONC. , A25 1,230 S.Y. 18.89 7.78 18.33 45 PAVEMENT .00 8 "x 20'at 7th, 9th 7x10,lOth 5'6"x30' ' . . .- - ROADWAY EXCAVATION INCL. A26 6,850 C.Y. 25.19 15.56 30.56 71.31 20'x 8'6'x 4'+7th,7x104c5'=9th,5'5"x30'x5' HAUL =10th , . - ' , - - A27 GRAVEL BORROW INCL.HAUL 530 TON 213.14 194.26 136.11 543.51 tilled in ditch from 7th to 10th - r UNSUITABLE FOUNDATION A28 400 C.Y. 0.00 EXCAVATION INCL.HAUL ' . - . A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 - - , A30 WATER 200 MGAI, 0.00- . - -STRUCTURE EXCAVATION CLASS A31 330 C.Y. 0.00 B INCL.HAUL . . . A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 . .. CONSTRUCTION GEOTEXTILE FOR A33 60 Y. 0.00 UNDERGROUND DRAINAGE S. ' . - _ ASPHALT PULVERIZATION FOR A34 15,000 S.Y. 0.00 USE AS RECYCLED PAVEMENT - - - CRUSHED SURFACING TOP A35 2,570 TON 0.00 COURSE Page 2 of 9 • ,.. r WEEKLY QUANTITY REPORT CITY OF RENTON CiroLy BcOal nrae•L . DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prev. 1/17 1/18 1/19 gyp____ 1___ 1/22 T�- b n - Qty. Unit Total M T W T F S to Date Comments A36 PLANING BITUMINOUS ' PAVEMENT 3,500 S.Y. 0.00 A37 HMA CL. 1/2 IN.PG 64-22 7,410 TON - 0.00 A38 ROADWAY CORE 10 EACH 0.00 A39 ASPHALT COST PRICE ADJUSTMENT 1 CALC. _ 0.00% A40 JOB MIX COMPLIANCE PRICE _ ADJUSTMENT 1 CALC. 0.00% A41 COMPACTION PRICE ADJUSTMENT 1 CALC. 0.00'/0 A42 CONC.CLASS 4000 FOR RETAINING WALL 3A 250 S.Y. 0.00 A43 SOLID WALL PVC STORM PIPE 4 IN.DIAM. 190 L.F. 0.00 A44 POLYPROPYLENE STORM SEWER • - PIPE 12 IN.DIAM. 2,920 L.F. 0.00 A45 POLYPROPYLENE STORM SEWER - ' PIPE 18 IN.DIAM. 130 L.F. 0.00 A46 POLYPROPYLENE STORM SEWER - PIPE 24 IN,DIAM. 70 L.F. 0.00 A47 TR. 1 ST.STORM SEWER PIPE 12 IN.DIAM. 10 L.F. 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. r - - - DIAM. 280 L.F. 0.00 A49 CONCRETE INLET 1 EACH 0.00 A50 CATCH BASIN TYPE 1 25 EACH 0.00 A51 CATCH BASIN TYPE 1L 5 EACH 0.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH - 0.00 A53 CONNECTION TO DRAINAGE - STRUCTURE 11 EACH 0.00 A54 ADJUST CATCH BASIN 5 EACH 0.00 Item ' Prev. 1/17 1/18 1/19 1/20 1/21 r 1/22 Total - Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Cz"�y t r( Lo , I> � DUVALL AVENUE NE C ONSULi1NG ENGINEERS C&O#20593 No. Description Qty. Unit ,Total M T W T F fr-— to Date ---- A55 ADJUST VALVE BOX 18 EACH 0.00 A56 ADJUST MANHOLE 5 EACH A57 MANHOLE#33 PARTIAL r — 0.00 REPLACEMENT 1 EACH 0 .00 A58 TRENCH DRAIN 50 L.F. 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 0.00 - A60 FILLING PIPE WITH CDF 42 C.Y. A61 SHORING OR EXTRA 0.00 EXCAVATION CLASS B 750 S.F. 0 .00 A62 TELEVISION INSPECTION 1 L.S. 0.00% A63 EROSION CONTROL AND WATER POLLUTION PREVENTION I L.S. 0.00% A64 SILT FENCE 4,300 L.F. 1,120.00 1,120.00 A65 INLET PROTECTION 30 EACH 50.00 , 50.00 A66 SEEDING,FERTILIZING,AND ' MULCHING 970 SY 0.00 A67 TOPSOIL TYPE A 480 C.Y. _ _ 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% A69 BARK MULCH 100 C.Y. 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 A71 IRRIGATION SYSTEM RESTORATION 1 L.S. _ 0.00% A72 IRRIGATION SYSTEM 1 L.S. 0.00% A73 CEMENT CONC.TRAFFIC CURB ' AND GUTTER 4,600 L.F. 0.00 A74 CEMENT CONC.TRAFFIC CURB 160 L.F. Item 0.00 Prey. 1/17 1/18 1/19 1/20 _ 121 1 2 Total Page 4 of 9 • WEEKLY QUANTITY REPORT CITY OF RENTON C1y St CQ�I,ow.*„t,, I DUVALL AVENUE NE CONSUL TING ENGINEERS G&O#20593 No. Description Qty. Unit Total M T W T F c Innaten. ----_ -CEMENT C A75 ONC.PEDEgTh1AN CURB 145 L.F. 0.1)0 A76 EXTRUDED CURB 2,350 L.F. 0.00 A77 CEMENT CONC.DRIVEWAY _4 ENTRANCE TYPE 1 160 S.Y. 0.00 A78 RAISED PAVEMENT MARKER 11 HUND TYPE 1 0.00 A79 RAISED PAVEMENT MARKER TYPE 2 3 HUND 0.00 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 0.00 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH PARALLEL 0.00 A84 CEMENT CONC.CURB RAMP TYPE 1 EACH SINGLE DIRECTIONAL 0.00 A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 0.00% A86 PERMANENT SIGNING 1 L.S. 0.00% A87 REMOVING PAVEMENT - MARKINGS 1 L.S. _ 0.00% A88 PAINT LINE 12,300 L.F. _ 0.00 A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C=r"y' t>al:.oe, LW. DUVALL AVENUE NE C ONSULJWG ENGINEERS G&O##20593 Item Prey. U17 1/18 1/19 1t20 1/21 1u'22-��- Tel No. De1criptlon Qty. Unit _ Total WIT _ W T _ F S to Date Comments A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 A95 TEMPORARY PAVEMENT MARKING-SHORT DURATION r 31,500 L.F. 0.00 A96 FUEL COST ADJUSTMENT I CALC. 0.00% A97 STEEL COST ADJUSTMENT I CALC. 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH -- 0.00 Page 6 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Cl -ay 8k Qeborrac, Inc"- DUVALL AVENUE NE C ONSUL1ING ENGINEERS G&O#20S93 Item Prey. 1/17 1/18 I/19 1/20 lnl 1/22 _Total_ _--, No. IJescrTptUon Qq. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B I DEMOLITION (NOT TO EXCEED 10%OF TOTAL OF BID 1 L.S. 0.00% SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 0.00% REMOVAL AND REPLACEMENT _ B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 MATERIAL SELECT IMPORTED TRENCH B4 BACKFILL 1,265 TON 95.37 95.37 B5 "PTl 7,- P►NL/INJ 1 NILL a- nxi �� 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 AND gPOLYETHYLENE N t/O Al INN I ALL 1I INLH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 AND PO 1LYYETTHYLENE r UKit!AN13 INN I ALL 16-INI,H - , CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 AND POLYETHYLENE FM!'A41PMFIUT B9 ADDITIONAL DUCTILE IRON FITTINGS 3600 LBS 0.00 CONCRETE FOR THRUST B 10 BLOCKING AND DEAD-MAN 27 C.Y. 3.52 3.52 ANCHOR BLOCKS - Bl l CONNECTION TO EXISTING 4 EACH WATER MAIN 2.00 2 00 Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Csray t3&DH6orne• Inc. DUVALL AVENUE NE O ONSULIING ENGINEERS G&O#20593 Itets, Prey. 1/17 1/18 1/19 - Ina__ 1/21 - 1121 .._ —Tetsd---— ______ —___ No. Description _ Qty. _ Unit Total M T W . T F S to Date CUT AND CAP EXISTING WATERComments B12 MAIN AND ABANDON EXISTING 11 EACH 1 WATER FACILITIES 00 1 B13 B 14 FURNISH AND INSTALL 8-INCH GATE VALVE ASSEMBLY 2 EACH 0.00 B 15 FURNISH AND INSTALL 12-INCH ' GATE VALVE ASSEMBLY I EACH 0.00 B l6 FURNISH AND INSTALL 16-INCH GATE VALVE ASSEMBLY 1 EACH 0.00 FURNISH AND INSTALL FIRE B 17 HYDRANT ASSEMBLY ON NEW 2 EACH WATER MAIN 0.00 FURNISH AND INSTALL FIRE — HYDRANT ASSEMBLY ON B 18 EXISTING WATER MAIN INCLUDING WET TAP BY 7.0 EACH 2.00 2.00 APPROVED WET-TOP CONTRACTOR B l 9 FURNISH AND INSTALL 1-INCH One at 7th,one at 9th .00 WATER SERVICE CONNECTION 1 EACH 0 STORMWATER POLLUTION _ B20 PREVENTION(AND TESC)PLAN 1 L.S. AND IMPLEMENTATION 0 00% FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH ASSEMBLY 0.00 Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Lnay Uebo ,I.r DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/17 1/18 1/19 1/20 _Lai__--1/22.__-_Total---- ___ Description (tY. _ Uiit _ Total M _ T _ W T F L S to Date Cotpmeata SCHEDULE C-UNDERGROUND UTILITIES _ CI SPCC PLAN l L.S. 0.00% C2 MOBILIZATION 1 L.S. _ 0.00% C3 JOINT UTILITY TRENCH 180 L.F. 0.00 C4 LATERAL TRENCH 1,150 L.F. 0.00 CS INSTALL VAULT-PSE TYPE 2 EACH 2'6"x2'6"x2'0" 0.00 C6 INSTALL VAULT-PSE TYPE 4 EACH 4'8"x7'0"x5'8" 0.00 C7 INSTALL VAULT-PSE TYPE 1 EACH 5`3"x2'3"x2'9" - 0.00 CS INSTALL VAULT-COMCAST TYPE 1 EACH I'6"x3'0"PEDESTAL _ 0.00 C9 INSTALL CONDUIT PIPE-2 IN. .00 DIAM.-PSE 30 L.F. 0 C10 INSTALL CONDUIT PIPE-3 IN. - _ DIAM.-PSE 270 L.F. 0.00 CI 1 INSTALL CONDUIT PIPE-4 IN. DIAM.-PSE 3280 L.F. 0.00 C12 INSTALL CONDUIT PIPE-6 IN. DIAM.-PSE 220 L.F. 0.00 C13 INSTALL CONDUIT PIPE-4 IN. DIAM.-COMCAST 180 L.F. 0 Reviewed Contractor's Record Drawings for conformity with fieldwork. Byes ONo COPIES TO: GRAY&OSBORNE,INC. PHIL AN EARW %F, CITY OF RENTON RESIDENT INSPECT° Signature) DATE: 1/23/ 22 REPORT NO.: 3 revised Page 9 of 9 WEEKLY QUANTITY REPORT 4131> CITY OF RENTON C3IIVILy/OSLo�ria, IIH DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING, INC. WEEK ENDING: 01/15/22 CONTRACTOR Item Bid Prey. 1/10 1/11 1/12 1/13 1/14 1/15 Total ho. Description Qty. Unit Total M T _ W T F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 0.00% A2 MOBILIZATION 1 L.S. 0.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE I L.S. 0.00% S10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 0.00% A5 CONTRACTOR SURVEYING 1 L.S. 10.00% 10.00% A6 ADA FEATURES SURVEYING 1 L.S. 0.00% A7 UTILITY POTHOLING 25 EA 0.00 A8 RESOLUTION OF UTILITY 1 FA 0.00% CONFLICTS A9 COVID-19 HEALTH AND SAFETY 1 L.S. 0.00% PLAN A10 OTHER TEMPORARY TRAFFIC 1 I,.S. 0.00% CONTROL All TRAFFIC CONTROL,SUPERVISOR 1 L.S. 0.00% Al2 FLAGGERS 3,200 IIR 0.00 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 5.00 5.00 A14 CONSTRUCTION SIGNS CLASS A 1,200 SF 0.00 A15 PORTABLE CHANGEABLE 8,200 HR 1.008.00 48.00 48.00 1,104.00 MESSAGE SIGN turned off per city 1-12-22 A16 OFF-DUTY UNIFORMED POLICE 80 FIR 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 HR 24.00 24.00 24.00 24.00 24.00 24.00 144.00 Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Ci-ray Oeborno,Iru. DUVALL AVENUE NE CONSUUING ENGINEERS G&O#20593 Item Prey. 1/10 1/11 1/12 1/13 1/14 1/15 Total No. Description Qty. Unit Total M T W T F S to Date Comments _ A18 CLEARING AND GRUBBING 0.7 ACRE 0.10 0.00 A19 REMOVING DRAINAGE 9 EACH 0.00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 0.00 A21 REMOVAL OF STRUCTURES AND 1 L.S. 0.00% OBSTRUCTIONS A9� REMOVING CEMENT CONC. 570 S.Y._ SIlibWALK A23 REMOVING CEMENT CONC.CURB 1,200 L.F. 0 00 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 A25 REMOVING ASPHALT CONC. 1.230 S.Y. 0.00 PAVEMENT A26 HAUL EXCAVATION INCL. 6,850 C.Y. 0.00 A27 GRAVEL BORROW INCL.HAUL 530 TON 77.07 136.07 213.14 A28 UNSUITABLE FOUNDATION 400 C.Y. 0.00 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 A30 WATER 200 MGAL 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 B INCL.HAUL A32 GRAVEL BACKFILL FOR WALL 30 C.Y. 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 UNDERGROUND DRAINAGE A34 ASPHALT PULVERIZATION FOR 15,000 S.Y. 0.00 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,570 TON o.00 COURSE Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C.i,i y&Osbame, DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/10 1/11 1/12 1/13 1/14 1/15 Total No. Description Qty. Unit Total M T W T F S to Date Comments A36 PLANING BITUMINOUS 3,500 S.Y. 0.00 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,410 TON 0.00 A38 ROADWAY CORE 10 EACH 0.00 A39 ASPHALT COST PRICE 1 CALC. 0.00% ADJUSTMENT JOB MIX COMPLIANCE PRICE A40 ADJUSTMENT 1 CALC. 0.00% A41 COMPACTION PRICE ] CALC. 0.00% ADJUSTMENT A42 CONC.CLASS 4000 FOR 250 S.Y. 0.00 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 0.00 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 L.F. 0.00 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 L.F. 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 0.00 PIPE 24 IN.DIAM. A47 TR. 1 ST.STORM SEWER PIPE 10 L.F. 0.00 12 IN.DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 280 L.F. 0.00 DIAM. A49 CONCRETE INLET 1 EACH 0.00 A50 CATCH BASIN TYPE 1 25 EACH 0.00 A51 CATCH BASIN TYPE IL 5 EACH 0.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 0.00 A53 CONNECTION TO DRAINAGE, 11 EACH 0.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 Item Prey. 1/10 1/11 1/12 1/13 1/14 1/15 Total Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON DUVALL AVENUE NE Ln y& nnu LNCI* pp� CONSULTING ENGINEERS GOLO#20593 No. Description Qty. Unit Total M T W T F S to Date Comments A55 ADJUST VALVE BOX 18 EACH 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 A57 MANHOLE#33 PARTIAL 1 EACH 0.00 REPLACEMENT A58 TRENCH DRAIN 50 L.F. 0.00 A59 TREE BOX BIOFILTRATION UNIT 13 EACH 0.00 A60 FILLING PIPE WITH CDF 42 C.Y. - 0.00 A61 SHORING OR EXTRA 750 S.F. 0.00 EXCAVATION CLASS B A62 TELEVISION INSPECTION 1 L.S. 0.00% A63 EROSION CONTROL AND WATER I L.S. 0.00% POLLUTION PREVENTION A64 SILT FENCE 4,300 L.F. 889.00 231.00 1,120.00 A65 INLET PROTECTION 30 EACH 40.00 10.00 50.00 silt socks entire length of duvall A66 SEEDING,FERTILIZING,AND 970 SY r MULCHING 0.00 A67 TOPSOIL TYPE A 480 C.Y. 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% A69 BARK MULCH 100 C.Y. 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 A71 IRRIGATION SYSTEM 1 LS. 0.00% RESTORATION A72 IRRIGATION SYSTEM 1 L.S. 0.00% A73 CEMENT CONC.TRAFFIC CURB 4,600 L.F. 0.00 AND GUTTER A74 CEMENT CONC.TRAFFIC CURB 160 L.F. 0.00 Item Prey. 1/10 1/11 1/12 1/13 1/14 1/15 Total Page 4of9 WEEKLY QUANTITY REPORT CITY OF RENTON =rey �c OSIOrtie, IIx: DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 No. Description Qty. Unit Total M T W T F S to Date Comments A75 CEMENT CONC.PEDESTRIAN 145 L.F. 0.00 RB A76 EXTRUDED CURB 2,350 L.F. 0.00 A77 CEMENT CONC.DRIVEWAY 160 S.Y. 0.00 ENTRANCE TYPE 1 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 TYPE I A79 RAISED PAVEMENT MARKER 3 HUND 0.00 TYPE 2 A80 CHAIN LINK FENCE TYPE 4 30 L.E. 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 0.00 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 0.00 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE 1 EACH 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 0.00% A86 PERMANENT SIGNING 1 L.S. 0.00% A87 REMOVING PAVEMENT 1 L.S. 0.00% MARKINGS A88 PAINT LINE 12,300 L.F. 0.00 A89 PAINTED WIDE LANE LINE 350 L.F. 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON may&(eborne, inc. DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Hem Prey. 1/10 1/11 1/12 1/13 1/14 1/15 Total No. Description Qty. Unit Total M _ T W T F S to Date Comments A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 A95 TEMPORARY PAVEMENT 31,500 L.F. 0.00 MARKING-SHORT DURATION A96 FUEL COST ADJUSTMENT 1 CALC. 0.00% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% A98 MAILBOX SUPPORT,TYPE 1 1 EACH 0.00 Page 6 of 9 . WEEKLY QUANTITY REPORT CITY OF RENTON Cir iy &O�Lorne, I DUVALL AVENUE NE CONSULTING ENGINEERS G&O 420593 Item Prey. 1/10 1/11 1/12 1/13 1/14 1/15 Total No. Description Qty. _ Unit Total M T W _ T _ F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND B 1 DEMOLITION (NOT TO EXCEED 1 L.S. 0.00% 10%OF TOTAL,OF BID SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 0.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 MATERIAL B4 SELECT IMPORTED TRENCH 1,265 TON 0.00 BACKFILL B5 ruNinn X Narrry TALL 25-11NLYI 52 WATER MAIN WITH 136 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 AND IYLEN E t�U�iV1Jt la 1NNIALL 12-INI,H CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 AND POLYETHYLENE t'UKNINI051NS 1 ALL 10-11sJl,H CL 52 WATER MAIN WITH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 AND POLYETHYLENE 171k.IC A cr1v11:riY1' B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 FITTINGS CONCRETE FOR THRUST B I O BLOCKING AND DEAD-MAN 27 C.Y. 0.00 ANCI IOR BLOCKS HI I CONNECTION TO EXISTING 4 EACI I 0.00 WATER MAIN Page 7 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON moray 8rD6I� E, I . DUVALL AVENUE NE CONSLII.TING ENGINEERS G&O#20593 Item Prey. 1/10 1/11 1/12 1/13 1/14 1/15 Total No. Description Qty. Unit + Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B12 MAIN AND ABANDON EXISTING 11 EACH 0.00 WATER FACILITIES B13 B 14 FURNISH AND INSTALL 8-INCH 2 EACH OAO GATE VALVE ASSEMBLY B15 FURNISH AND INSTALL 12-INCH 1 EACH 0.00 GATE VALVE ASSEMBLY B l6 FURNISH AND INSTALL 16-INCH 1 EACI i 0.00 GATE VALVE ASSEMBLY FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN 7.0 EACH 0.00 INCLUDING WET TAP BY APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH 0.00 WATER SERVICE CONNECTION STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN 1 L.S. 0.00% AND IMPLEMENTATION FURNISH AND INSTALL 2-INCII B21 PERMANENT BLOW-OFF 1 EACI I 0.00 ASSEMBLY Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Csi-Ay 8r Oshornc�, Inc DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 REED TRUCKING&EXCAVATING,INC. WEEK ENDING: 01/08/22 CONTRACTOR Item Bid Prey. 1/3 1/4 1/5 1/6 1/7 1/8 Total No. Description Qty. Unit Total M T W T _ F S to Date Comments SCHEDULE A-ROAD,DRAINAGE,ILLUMINATION Al SPCC PLAN 1 L.S. 0.00% A2 MOBILIZATION 1 L.S. 0.00% MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE 1 L.S. 0.00% $10,000 A4 PROJECT RED LINE DRAWINGS 1 L.S. 0.00% A5 CONTRACTOR SURVEYING 1 L.S. 0.00% A6 ADA FEATURES SURVEYING 1 L.S. 0.00% A7 U'l'ILITY POTHOLING 25 EA 0.00 A8 RESOLUTION OF UTILITY 1 FA 0.00% CONFLICTS A9 COVID-19 HEALTH AND SAFETY I L.S. 0.00% PLAN A10 OTHER TEMPORARY TRAFFIC I L.S. 0.00% CONTROL. All TRAFFIC CONTROL SUPERVISOR I L.S. 0.00% Al2 FLAGGERS 3,200 HR 0.00 A13 OTHER TRAFFIC CONTROL LABOR 1,000 HR 0.00 A 14 CONSTRUCTION SIGNS CLASS A 1,200 SF 0.00 A15 PORTABLE CHANGEABLE 8,200 HR 672.00 48.00 48.00 48.00 48.00 48.00 48.00 960.00 MESSAGE SIGN A16 OFF-DUTY UNIFORMED POLICE 80 HR 0.00 OFFICER A17 SEQUENTIAL ARROW SIGN 15,000 IIR 0.00 Page 1 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C Ay osl��me., DUVALL AVENUE NE CONSULTMG ENGINEERS G&O#20593 Item Prey. 1/3 1/4 1/5 1/6 1/7 1/8 Total No. Description Qty. Unit Total M T W T F S to Date Comments A18 CLEARING AND GRUBBING 0.7 ACRE 0.00 A 19 REMOVING DRAINAGE 9 EACH 0,00 STRUCTURE A20 REMOVING STORM SEWER PIPE 230 L.F. 0.00 A21 REMOVAL OF STRUCTURES AND 1 L.S. 0.00% OBSTRUCTIONS REMOVING CEMENT CONC. A22 570.__._..S,Y. 0.00 -SIDE-WALK- REMOVING A23 CEMENT CONC.CURB 1,200 L.F. 0.00 AND GUTTER A24 REMOVING CEMENT CONC.CURB 190 L.F. 0.00 A25 REMOVING ASPHALT CONC. 1,230 S.Y. 0.00 PAVEMENT A26 ROADWAY EXCAVATION INCL. 6,850 C.Y. 0.00 HAUL A27 GRAVEL BORROW INCL.HAUL 530 TON 0.00 A28 UNSUITABLE FOUNDATION 400 C Y 0.00 EXCAVATION INCL.HAUL A29 SUBGRADE PREPARATION 15,000 S.Y. 0.00 A30 WATER 200 MGAL 0.00 A31 STRUCTURE EXCAVATION CLASS 330 C.Y. 0.00 B INCL.HAUL A32 GRAVEL BACKFILL,FOR WALL 30 C.Y. 0.00 A33 CONSTRUCTION GEOTEXTILE FOR 60 S.Y. 0.00 UNDERGROUND DRAINAGE, A34 ASPHALT PULVERIZATION FOR 15.000 S.Y. 0.00 USE AS RECYCLED PAVEMENT A35 CRUSHED SURFACING TOP 2,570 TON 0.00 COURSE Page 2 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C -�.y t�C Ior,-ie, DUVALL AVENUE NE CONSULTNG ENGINEERS G&O#20593 Item Prey. 1/3 1/4 1/5 1/6 1/7 1/8 Total No. Description Qty. Unit Total M T W T F S to Date Comments A36 PLANING BITUMINOUS 3,500 S.Y. 0.00 PAVEMENT A37 HMA CL. 1/2 IN.PG 64-22 7,410 TON 0.00 A38 ROADWAY CORE 10 EACH 0.00 A39 ASPHALT COST PRICE 1 CALC. 0.00% ADJUSTMENT _ A40 JOB MIX COMPLIANCE PRICE 1 CALC. 0.00% -ADJUSTMENT ------- A41 COMPACTION PRICE 1 CALC. 0.00% ADJUSTMENT _ A42 CONC.CLASS 4000 FOR 250 S.Y. 0,00 RETAINING WALL 3A A43 SOLID WALL PVC STORM PIPE 190 L.F. 0.00 4 IN.DIAM. A44 POLYPROPYLENE STORM SEWER 2,910 LE 0.00 PIPE 12 IN.DIAM. A45 POLYPROPYLENE STORM SEWER 130 I,.F, 0.00 PIPE 18 IN.DIAM. A46 POLYPROPYLENE STORM SEWER 70 L.F. 0.00 PIPE 24 IN.DIAM. A47 TR. 1 ST. STORM SEWER PIPE 10 L F 0.00 12 IN. DIAM. A48 DUCTILE IRON SEWER PIPE 12 IN. 280 L.F. 0.00 DIAM. A49 CONCRETE INLET 1 EACH 0.00 A50 CATCH BASIN TYPE 1 25 EACH 0.00 A51 CATCI I BASIN TYPE lL 5 EACH 0.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. 2 EACH 0.00 A53 CONNECTION TO DRAINAGE ]1 EACH 0.00 STRUCTURE A54 ADJUST CATCH BASIN 5 EACH 0.00 Item Prey. 1/3 1/4 1/5 1/6 1/7 1/8 Total Page 3 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON .,y gzp®l c,me,, �, DUVALL AVENUE NE C ONSUITING ENGINEERS G&O#20593 No. Description Qty. Unit Total M '1' Nti T F S to Date Comments A55 ADJUST VALVE BOX 18 EACH 0.00 A56 ADJUST MANHOLE 5 EACH 0.00 MANHOLE#33 PARTIAL 1 EACH REPLACEMENT 0.00 TRENCH DRAIN 50 L.F. 0 00 ' TREE BOX BIOFILTRATION UNIT 13 EACH 0 0i1 _. t. • • 'J 11 . ! 47 C Y 0.00—- SHORING OR EXTRA A61 EXCAVATION CLASS B 750 S.F. 0.00 A62 TELEVISION INSPECTION 1 L.S. 0.00% EROSION CONTROL AND WATER A63 POLLUTION PREVENTION 1 L.S. 0.00% A64 SILT FENCE 4,300 L.F. --- 0.00 A65 INLET PROTECTION 30 EACH 0.00 A66 SEEDING,FERTILIZING,AND 970 SY MULCHING 0.00 A67 TOPSOIL TYPE A 480 C.Y. 0.00 A68 PLANTS FOR LANDSCAPING 1 L.S. 0.00% A69 BARK MULCH 100 C.Y. 0.00 A70 SYNTHETIC TURF 550 S.F. 0.00 A71 IRRIGATION SYSTEM RESTORATION 1 L.S. 0.00% A72 IRRIGATION SYSTEM I L.S. 0.00% ell EMENT CONC.TRAFFIC CURB 4.6000.00 L.F. ------- AND GUTTER ElCEMENT CONC.TRAFFIC CURB 160 L.F. ------- 0.00 Item Prey. 1/3 1/4 1/5 1/6 1/7 1/8 Total Page 4 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON r,,ay&Qsborrie, DUVALL AVENUE NE CONSUL11NG ENGINEERS G&O#20593 No. Description Qty. Unit Total M T W T F S to Date Comments A75 CEMENT CONC.PEDESTRIAN 145 L.F. 0.00 CURB A76 EXTRUDED CURB 2,350 L.F. 0.00 CEMENT CONC.DRIVEWAY A77 ENTRANCE TYPE 1 160 S.Y. 0.00 A78 RAISED PAVEMENT MARKER 11 HUND 0.00 TYPE 1 RAISED PAVEMENT MARKER A79 TYPE 2 3 HUND 0.00 A80 CHAIN LINK FENCE TYPE 4 30 L.F. 0.00 A81 MONUMENT CASE AND COVER 2 EACH 0.00 A82 CEMENT CONC.SIDEWALK 1,810 S.Y. 0.00 A83 CEMENT CONC.CURB RAMP TYPE 11 EACH 0.00 PARALLEL A84 CEMENT CONC.CURB RAMP TYPE I EACH 0.00 SINGLE DIRECTIONAL A85 ELECTRICAL SYSTEM,COMPLETE 1 L.S. 0.00% A86 PERMANENT SIGNING 1 L.S. 0.00% A87 REMOVING PAVEMENT 1 L.S. 0.00% MARKINGS ASS PAINT LINE 12,300 L.F. 0.00 A89 PAINTED WIDE LANE LINE 350 L.P. 0.00 A90 PLASTIC TRAFFIC ARROW 27 EACH 0.00 A91 PLASTIC CROSSWALK LINE 500 S.F. 0.00 A92 PLASTIC STOP LINE 240 L.F. 0.00 A93 PLASTIC BICYCLE LANE SYMBOL 20 EACH 0.00 Page 5 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON Cz�n.y OBbo=,==e, 'tax-- DUVALL AVENUE NE CONSULTING ENGINEERS G&O#20593 Item Prey. 1/3 1/4 1/5 1/6 1/7 1/8 Total No. Description Qty. Unit Total M T W T F S to Date Comments A94 PLASTIC TRAFFIC LETTER 8 EACH 0.00 A95 TEMPORARY PAVEMENT MARKING-SHORT DURATION 31,500 L.F. 0.00 A96 FUEL COST ADJUSTMENT 1 CALC. 0.00% A97 STEEL COST ADJUSTMENT 1 CALC. 0.00% - A98 MAILBOX SUPPORT,TYPE 1 I EACH 0.00 Page 6 of 9 . WEEKLY QUANTITY REPORT CITY OF RENTON Gray&Oslsorrzc, Inc DUVALL AVENUE NE CQNSUL1 NG ENGINEERS G&O#20593 Item Prey. 1/3 1/4 1/5 1/6 1/7 1/8 Total No. Description Qty. Unit Total M T W T F S to Date Comments SCHEDULE B-WATER MAIN MOBILIZATION AND DEMOLITION (NOT TO EXCEED B 1 10%OF TOTAL OF BID 1 L.S. 0.00% SCHEDULE B) B2 TRENCH SAFETY SYSTEMS 1 L.S. 0.00% REMOVAL AND REPLACEMENT B3 OF UNSUITABLE FOUNDATION 100 TON 0.00 B4 SELECT IMPORTED TRENCH 1,265 TON 0.00 BACKFILL B5 1�KNiJt1 ANll 11N75 1 ALL 4-11N1.11 52 WATER MAIN WITH B6 RESTRAINED-JOINT FITTINGS 20 L.F. 0.00 AND POLYETHYLENE OFLYETHYLENE FMAiJ'- INSTALL 12-INCH CL 52 WATER MAIN WITH B7 RESTRAINED-JOINT FITTINGS 62 L.F. 0.00 AND PgOpLYETI IYLENE YU1t1�7I VA71415INSIALL I1-INCH CL 52 WATER MAIN WL'FH B8 RESTRAINED-JOINT FITTINGS 740 L.F. 0.00 AND POLYETHYLENE F7'1e A CFMFANT B9 ADDITIONAL DUCTILE IRON 3600 LBS 0.00 FITTINGS CONCRETE FOR'I'I{RUST 1310 BLOCKING AND DEAD-MAN 27 C.Y. 0.00 ANCHOR BLOCKS CONNECTION TO EXISTING B 11 WATER MAIN 4 EACH 0.00 Page 7 of 4 WEEKLY QUANTITY REPORT CITY OF RENTON (an..y 8 OSbori1C, lICI. DUVALL AVENUE NE C ONSULTNG ENGINEERS G&O#20593 Item Prey. 1/3 1/4 1/5 1/6 1/7 1/8 Total No. Description Qty. Unit Total M T W T F S to Date Comments CUT AND CAP EXISTING WATER B 12 MAIN AND ABANDON EXISTING 11 EACH 0.00 WATER FACILITIES :1: FURNISH AND INSTALL 8-INCH 2 EACH GATE VALVE ASSEMBLY 0.00 B l5 FURNISH AND INSTALL 12-INCH 1 EACH GATE VALVE ASSEMBLY 0.00 B16 FURNISH AND INSTALL 16-INCH I EACH GATE VALVE ASSEMBLY 0.00 FURNISH AND INSTALL FIRE B17 HYDRANT ASSEMBLY ON NEW 2 EACH 0.00 WATER MAIN FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY ON B18 EXISTING WATER MAIN INCLUDING WET TAP BY 7.0 EACH 0.00 APPROVED WET-TOP CONTRACTOR B19 FURNISH AND INSTALL 1-INCH 1 EACH WATER SERVICE CONNECTION 0.00 STORMWATER POLLUTION B20 PREVENTION(AND TESC)PLAN I L.S. 0.00% AND IMPLEMENTATION FURNISII AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF 1 EACH 0.00 ASSEMBLY Page 8 of 9 WEEKLY QUANTITY REPORT CITY OF RENTON C ray Osb rnc,I,�. DUVALL AVENUE NE CONsULmrc ENGINEERS G&O#20593 Item Prey. 1/3 1/4 1/5 1/6 1/7 1/8 Total No. Description Qty. Unit Total M T W _ T F S to Date Comments SCHEDULE C-UNDERGROUND UTILITIES Cl SPCC PLAN 1 L.S. 0.00% C2 MOBILIZATION 1 L.S. 0.00% C3 JOINT UTILITY TRENCH 180 L.F. 0.00 C4 LATERAL TRENCH 1,150 L.F. 0.00 CS INSTALL VAULT-PSE TYPE L,6.. .61C2,0.I 2 EACH.. 0.00 C6 INSTALL VAULT-PSE TYPE 4 EACH 4'8"x7'0'x5'8" 0.00 C7 INSTALL VAULT-PSE TYPE 5'3"x2'3"x2'9" 1 EACH 0.00 C8 INSTALL VAULT-COMCAST TYPE 1'6"x3'0"PEDESTAL 1 EACH 0.00 C9 INSTALL CONDUIT PIPE-2 IN. 30 L.F. DIAM.-PSE 0.00 C10 INSTALL CONDUIT PIPE-3 IN. 270 L.F. 0.00 DIAM.-PSE C 11 INSTALL CONDUIT PIPE-4 IN. 3280 L.F. 0.00 DIAM.-PSE C12 INSTALL CONDUIT PIPE-6 IN. 220 L.F. 0.00 DIAM.-PSE C13 INSTALL CONDUIT PIPE-4 IN. gp t,.F. DIAM.-COMCAST 0.00 Reviewed Contractor's Record Drawings for conformity with fieldwork. Elves I]No COPIES TO: GRAY&OSBORNE,INC. PHIL VAN EARWAG (r CITY OF RENTON RESIDENT INSPECTOR(Signature) DATE: 1/9/2022 REPORT NO.: I Page 9 of 9