PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/07/24 EST. NO. 043 TIME 02:01 PM R.E. NAME: LEON, DAN 07-332604 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0053 3,439.10 E.W. @ F.A.(+) 060222 N 271A 0057 4,741.32 060322 N 272B 0058 4,009.47 060622 N 273B 0059 8,223.08 060622 N 238A 0060 2,113.55 060322 N 248A 0061 6,301.88 101122 N 284B 0062 4,267.14 101922 N 286A 0063 34,443.79 121422 N 7001B 002 0010 14,737.05 E.W. @ F.A.(+) 041222 N 245 0037 1,322.87 121322 N 5010A 0038 4,101.49 011123 N 5011A 009 0011 5,612.12 E.W. @ F.A.(+) 100121 N 88.1B 0012 1,188.00 100121 N 88.2B 010 0001 2,822.45 E.W. @ F.A.(+) 091521 N 0089.1 0058 1,929.72 100121 N 168A2 0059 3,554.60 100121 N 169A2 0060 1,581.03 100521 N 170A2 019 0002 23,898.01 E.W. @ F.A.(+) 101624 N 299B 020 0006 64,479.38 A.C. @ L.S.(+) 081924 N 001 021 0001 350,066.60 A.C. @ L.S.(+) 103024 N 021.1 022 0001 68,420.00 E.W. @ L.S.(+) 101524 N 022.1 0002 9,269.15 E.W. @ F.A.(+) 101624 N 297 0003 9,269.15 101724 N 298 0004 6,720.76 100724 N 301 0005 6,750.26 100824 N 302 0007 27,144.93 101724 N 300A 023 0001 126,366.95 E.W. @ L.S.(+) 060623 N 023.1 796,773.85 TOTAL THIS ESTIMATE 1,187,724.36 TOTAL PREVIOUS ESTIMATE 1,984,498.21 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 11/07/24 EST. NO. 043 TIME 02:01 PM R.E. NAME: LEON, DAN 07-332604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION AUGUST CPRS -2,000.00 020 AUGUST CPRS 2,000.00 028 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/07/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-332604 TIME 02:01 PM ESTIMATE NO. 043 BID OPENING 12/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/29/24 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 11/07/24 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 07-LA-10-R12.4/14.9 ---------------------------------- CHUMO CONSTRUCTION INC IN THE CITY AND COUNTY OF LOS 14425 JOANBRIDGE STREET ANGELES FROM 0.1 MILE EAST OF BALDWIN PARK CA 91706-1747 ARLINGTON AVENUE OVERCROSSING TO 0.7 MILE EAST OF ROUTE 10/110 SEPARATION FED. AID NO. SIMG- 010-1(854)E REPLACE RAISED ISLAND WITH CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 6,101.0000 6,101.00 1.000 6,101 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 1.000 2,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,300.0000 520,000.00 400.000 520,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 54,000.00 6.000 36,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 25.000 5,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 35,950.0000 35,950.00 1.000 35,950 007 TRAFFIC CONTROL SYSTEM LS 935,000.0000 935,000.00 1.000 935,000 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 4,200.00 135.000 4,725 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 50.0000 20,000.00 632.000 31,600 SYSTEM DAY 010 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,000.0000 40,000.00 6.000 60,000 011 TEMPORARY RAILING (TYPE K) LF 8.8400 328,848.00 37,200.000 328,848 012 TEMPORARY CRASH CUSHION MODULE EA 73.0000 12,410.00 146.000 10,658 013 JOB SITE MANAGEMENT LS 15,696.0000 15,696.00 1.000 15,696 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 9,500.00 19.000 9,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 3,300.00 0.000 0 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 3.000 6,000 018 TEMPORARY COVER SQYD 6.0000 24,660.00 90.000 540 019 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 15,200.00 101.000 20,200 020 TEMPORARY CONSTRUCTION ENTRANCE EA 3,800.0000 7,600.00 0.000 0 021 STREET SWEEPING LS 20,400.0000 20,400.00 1.000 20,400 022 TEMPORARY CONCRETE WASHOUT LS 20,800.0000 20,800.00 1.000 20,800 PROGRAM CAS145 PAGE 2 DATE 11/07/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-332604 TIME 02:01 PM ESTIMATE NO. 043 BID OPENING 12/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/29/24 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 11/07/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3000 11,310.00 28,275.000 8,482 STRIPE (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 0.6400 18,752.00 29,300.000 18,752 025 ROADWAY EXCAVATION CY 53.8900 1,018,521.00 19,834.000 1,068,854 026 ROADWAY EXCAVATION (TYPE Z-2) CY 353.0000 8,119.00 23.000 8,119 (AERIALLY DEPOSITED LEAD) 027 ROADSIDE CLEARING LS 10,600.0000 10,600.00 1.000 10,600 028 SOIL AMENDMENT CY 83.3000 3,332.00 40.000 3,332 029 SLOW-RELEASE FERTILIZER LB 2.2000 1,298.00 400.000 880 030 PLANT (GROUP H) EA 0.5800 12,122.00 20,900.000 12,122 031 PLANT (GROUP B) EA 21.6000 14,904.00 690.000 14,904 032 PLANT ESTABLISHMENT WORK LS 34,100.0000 34,100.00 1.000 34,100 033 WOOD MULCH CY 57.0000 74,100.00 1,300.000 74,100 034 CHECK AND TEST EXISTING IRRIGATION LS 5,300.0000 5,300.00 1.000 5,300 FACILITIES 035 CONTROL AND NEUTRAL CONDUCTORS LS 45,700.0000 45,700.00 1.000 45,700 036 1 1/2" REMOTE CONTROL VALVE EA 550.0000 11,000.00 20.000 11,000 037 24-32 STATION IRRIGATION CONTROLLER EA 13,300.0000 13,300.00 1.000 13,300 (WALL MOUNTED) 038 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 36.2000 1,194.60 33.000 1,194 039 RISER SPRINKLER ASSEMBLY EA 67.0000 46,230.00 690.000 46,230 040 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.4500 44,673.65 8,197.000 44,673 (F) LINE) 041 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.5500 6,460.20 1,164.000 6,460 (F) LINE) 042 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.8500 3,223.35 551.000 3,223 (F) (SUPPLY LINE) 043 2" PLASTIC PIPE (SCHEDULE 40) LF 8.8000 5,764.00 655.000 5,764 (F) (SUPPLY LINE) 044 BALL VALVE EA 420.0000 2,940.00 7.000 2,940 045 CLASS 3 AGGREGATE BASE (CY) CY 42.0000 280,140.00 7,022.850 294,959 046 LEAN CONCRETE BASE CY 217.4100 802,242.90 3,942.110 857,054 047 HOT MIX ASPHALT (TYPE A) TON 105.0000 426,300.00 4,873.490 511,716 048 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 119.0000 372,470.00 3,087.720 367,438 049 JOINTED PLAIN CONCRETE PAVEMENT CY 345.8200 86,455.00 170.000 58,789 PROGRAM CAS145 PAGE 3 DATE 11/07/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-332604 TIME 02:01 PM ESTIMATE NO. 043 BID OPENING 12/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/29/24 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 11/07/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 54" CAST-IN-DRILLED-HOLE CONCRETE LF 800.0000 36,800.00 46.000 36,800 PILE (SIGN FOUNDATION) 051 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,100.0000 51,700.00 47.000 51,700 PILE (SIGN FOUNDATION) 052 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,726.0000 119,094.00 2.180 3,762.68 81.640 140,910 (F) 053 CLEAN EXPANSION JOINT LF 12.0000 6,696.00 558.000 6,696 054 JOINT SEAL (TYPE AL) LF 45.0000 25,110.00 558.000 25,110 055 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6000 210,758.40 58,544.000 210,758 (F) 056 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2800 16,392.32 58,544.000 16,392 (F) 057 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 1,500.0000 9,000.00 6.000 9,000 058 REMOVE SIGN STRUCTURE (EA) EA 2,600.0000 13,000.00 5.000 13,000 059 PUBLIC SAFETY PLAN LS 700.0000 700.00 0.000 0 060 RAPID SETTING CONCRETE (PATCH) CF 260.0000 22,100.00 0.000 0 061 REMOVE UNSOUND CONCRETE CF 160.0000 13,600.00 0.000 0 062 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.1000 11,083.80 0.000 0 063 REFINISH BRIDGE DECK SQFT 52.0000 28,392.00 0.000 0 064 TREAT BRIDGE DECK SQFT 2.3000 12,139.40 0.000 0 (F) 065 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 80.0000 4,720.00 0.000 0 066 BRIDGE REMOVAL (PORTION), LOCATION A LS 15,982.0000 15,982.00 1.000 15,982 067 BRIDGE REMOVAL (PORTION), LOCATION B LS 8,308.0000 8,308.00 1.000 8,308 068 BRIDGE REMOVAL (PORTION), LOCATION C LS 12,712.0000 12,712.00 1.000 12,712 069 24" REINFORCED CONCRETE PIPE LF 249.5100 77,348.10 347.000 86,579 070 REMOVE PIPE (LF) LF 105.0000 17,850.00 190.500 20,002 071 REMOVE INLET EA 2,188.0000 39,384.00 19.000 41,572 072 MINOR CONCRETE (MISCELLANEOUS CY 842.0000 10,946.00 13.000 10,946 CONSTRUCTION) 073 REMOVE CONCRETE (CURB AND GUTTER) LF 9.3200 170,556.00 18,320.000 170,742 074 MISCELLANEOUS IRON AND STEEL LB 1.6000 14,496.00 -2.000 -3.20 10,872.000 17,395 (F) 075 REMOVE PAVEMENT MARKER EA 0.5000 7,350.00 11,025.000 5,512 076 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 13,580.00 5,109.000 10,218 PROGRAM CAS145 PAGE 4 DATE 11/07/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-332604 TIME 02:01 PM ESTIMATE NO. 043 BID OPENING 12/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/29/24 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 11/07/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ROADSIDE SIGN (WOOD POST) EA 195.0000 12,285.00 63.000 12,285 078 REMOVE ROADSIDE SIGN EA 95.0000 4,275.00 45.000 4,275 (STRAP AND SADDLE BRACKET METHOD) 079 REMOVE ROADSIDE SIGN PANEL EA 155.0000 2,325.00 15.000 2,325 080 REMOVE SIGN FROM SIGN FRAME EA 300.0000 4,500.00 15.000 4,500 081 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 18.0000 35,460.00 1,970.000 35,460 082 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 30.5500 14,053.00 460.000 14,053 083 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 36.9500 26,234.50 710.000 26,234 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.9500 8,143.00 340.000 8,143 (0.063"-UNFRAMED) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.9500 19,565.50 1,090.000 19,565 (0.080"-UNFRAMED) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.3500 9,633.00 380.000 9,633 (0.080"-FRAMED) 087 METAL (BARRIER MOUNTED SIGN) LB 13.0000 23,270.00 1,790.000 23,270 088 ROADSIDE SIGN - ONE POST EA 495.0000 18,315.00 37.000 18,315 089 ROADSIDE SIGN - TWO POST EA 895.0000 16,110.00 18.000 16,110 090 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 7,050.00 60.000 9,000 METHOD) 091 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 3.9500 5,490.50 1,390.000 5,490 092 INSTALL ROADSIDE SIGN PANEL ON EA 195.0000 2,730.00 14.000 2,730 EXISTING POST 093 INSTALL ROADSIDE SIGN PANEL (BARRIER EA 250.0000 250.00 1.000 250 MOUNTED) 094 REUSABLE CRASH CUSHION EA 33,000.0000 264,000.00 8.000 264,000 095 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 125.0000 109,250.00 874.340 109,292 096 CONCRETE BARRIER (TYPE 60M) LF 450.0000 1,800.00 4.000 1,800 097 CONCRETE BARRIER (TYPE 60MG) LF 132.0000 180,840.00 1,364.790 180,152 098 CONCRETE BARRIER (TYPE 60MGC) LF 152.5000 1,444,175.00 9,461.950 1,442,947 099 CONCRETE BARRIER (TYPE 60MGF) LF 614.0000 92,100.00 142.000 87,188 100 CONCRETE BARRIER (TYPE 60MS) LF 161.0000 78,890.00 485.000 78,085 101 CONCRETE BARRIER (TYPE 60MSC) LF 152.0000 197,600.00 1,292.120 196,402 102 CONCRETE BARRIER (TYPE 60MP) LF 715.0000 17,160.00 24.000 17,160 103 CONCRETE BARRIER (TYPE 60MP MODIFIED) LF 809.0000 19,416.00 24.000 19,416 PROGRAM CAS145 PAGE 5 DATE 11/07/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-332604 TIME 02:01 PM ESTIMATE NO. 043 BID OPENING 12/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/29/24 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 11/07/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE BARRIER (TYPE 60MGCF) LF 555.0000 432,900.00 780.000 432,900 105 CONCRETE BARRIER (TYPE 60MGCF LF 525.0000 619,500.00 1,375.520 722,148 MODIFIED) 106 CONCRETE BARRIER (TYPE 60MGF LF 640.0000 39,680.00 62.000 39,680 MODIFIED) 107 CONCRETE BARRIER (TYPE 60MSF LF 590.0000 22,420.00 38.000 22,420 MODIFIED) 108 CONCRETE BARRIER (TYPE 60MSCF LF 571.0000 411,120.00 574.480 328,028 MODIFIED) 109 CONCRETE BARRIER (TYPE 60PR) LF 650.0000 23,400.00 36.000 23,400 110 CONCRETE BARRIER TRANSITION LF 450.0000 364,500.00 810.000 364,500 (F) 111 REMOVE GUARDRAIL LF 5.3500 8,078.50 1,605.500 8,589 112 REMOVE CRASH CUSHION EA 2,500.0000 7,500.00 5.000 12,500 113 REMOVE CRASH CUSHION (SAND FILLED) EA 110.0000 3,410.00 0.000 0 114 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 36,180.00 60,300.000 27,135 115 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 12,720.00 15,489.000 12,391 116 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 1,898.00 570.000 370 (BROKEN 12-3) 117 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 14,275.00 4,836.000 12,090 118 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 276.00 1,080.000 324 (BROKEN 17-7) 119 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 25,200.00 63,000.000 18,900 (BROKEN 18-12) 120 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 13,890.00 52,143.000 15,642 121 REMOVE PAINTED TRAFFIC STRIPE LF 0.2000 16,540.00 62,025.000 12,405 122 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 12,940.00 48,274.400 9,654 123 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 4,740.00 0.000 0 124 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 SYSTEM ELEMENTS DURING CONSTRUCTION 125 TEMPORARY MICROWAVE VEHICLE LS 131,000.0000 131,000.00 1.000 131,000 DETECTION SYSTEMS 126 MODIFYING LIGHTING SYSTEMS LS 1,448,000.0000 1,448,000.00 1.000 1,448,000 127 MODIFYING RAMP METERING SYSTEMS LS 277,021.0000 277,021.00 1.000 277,021 128 MODIFYING CHANGEABLE MESSAGE LS 71,000.0000 71,000.00 1.000 71,000 SIGN SYSTEMS 129 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 130 TEMPORARY LIGHTING SYSTEMS LS 178,000.0000 178,000.00 1.000 178,000 PROGRAM CAS145 PAGE 6 DATE 11/07/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-332604 TIME 02:01 PM ESTIMATE NO. 043 BID OPENING 12/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/29/24 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 11/07/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,759.48 13,298,528.75 ADJUSTMENT OF COMPENSATION 414,545.98 544,687.19 EXTRA WORK 382,227.87 1,439,811.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 800,533.33 15,283,026.96 131 MOBILIZATION LS 1,400,000.0000 1,400,000.00 1.000 1,400,000 ORIGINAL CONTRACT AMOUNT 14,618,123.72 TOTAL WORK COMPLETED 800,533.33 16,683,026.96 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 800,533.33 16,683,026.96 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/12/21 765 03/08/21 03/08/21 07/29/24 765 82 0 0 100% 100% LEON, DAN RESIDENT ENGINEER