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 09/18/25 EST. NO. 015 TIME 08:40 AM R.E. NAME: RIDDLE NICHOLAS 02-1H3604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 09/18/25 EST. NO. 015 TIME 08:40 AM R.E. NAME: RIDDLE NICHOLAS 02-1H3604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RE-STAKING CHARGES -5,200.00 004 RESTAKING PERMANENT -6,390.00 005 0.00 -11,590.00 LABOR COMPLIANCE VIOLATION DEDUCT LTTR 10/24 -4,000.00 004 DEDUCT LTTR 11/24 -3,000.00 005 RTN DEDUCT LTR 11/24 3,000.00 006 DEDUCT LTTR 2/25 -1,000.00 008 RTN DEDUCT LTR 10/24 4,000.00 008 RTN DEDUCT LTR 2/25 1,000.00 009 DEDUCT LTTR 4/25 -2,000.00 010 RTN DEDUCT LTTR 4/25 2,000.00 011 DEDUCT LTTR 7/25 -6,000.00 013 DEDUCT LTTR 8/25 -9,000.00 014 RTN DEDUCT LTR 7/25 6,000.00 014 DEDUCT LTTR 9/25 -4,000.00 015 -4,000.00 -13,000.00 TOTAL DEDUCTIONS -4,000.00 -24,590.00 PROGRAM CAS145 PAGE 1 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3604 TIME 08:40 AM ESTIMATE NO. 015 BID OPENING 02/01/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 09/18/25 LOCATION PROGRESS ESTIMATE 02-SIS-96-76.8/78.0 ----------------- MYERS & SONS CONSTRUCTION, LLC SISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 45 MORRISON AVE MILE WEST OF KLAMATH RIVER BRIDGE TO 2.1 SACRAMENTO CA 95838 MILES WEST OF KOHL CREEK FED. AID NO. N O N E REPLACE BRIDGE. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,300.0000 4,300.00 1.000 4,300 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (LS) LS 2,500,000.0000 2,500,000.00 0.082 205,000.00 0.984 2,460,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 48,000.00 3.333 19,998 005 HOURLY OFF-SITE HR 200.0000 32,000.00 13.000 2,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 35,000.0000 35,000.00 0.082 2,870.00 0.984 34,440 007 CONSTRUCTION AREA SIGNS LS 4,250.0000 4,250.00 0.750 3,187 008 TRAFFIC CONTROL SYSTEM LS 700,000.0000 700,000.00 0.082 57,400.00 0.984 688,800 009 PLASTIC TRAFFIC DRUMS EA 120.0000 8,280.00 6.000 720 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 20,000.0000 20,000.00 0.082 1,640.00 0.984 19,680 SYSTEMS (LS) 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 75,000.0000 75,000.00 0.082 6,150.00 0.984 73,800 012 TEMPORARY RAILING (TYPE K) LF 50.0000 73,000.00 760.000 38,000 013 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 3,500.0000 24,500.00 5.000 17,500 014 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 30,000.0000 30,000.00 0.082 2,460.00 0.984 29,520 015 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 0.082 6,150.00 0.984 73,800 016 STORMWATER POLLUTION PREVENTION PLAN LS 20,000.0000 20,000.00 0.750 15,000 017 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 0.000 0 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 350.0000 8,750.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 020 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,400.0000 11,200.00 1.000 1,400 CONTROL) 021 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.9100 273,000.00 28,593.770 26,020 MATRIX) 022 TEMPORARY COVER SQYD 4.5000 45,000.00 9,333.000 41,998 PROGRAM CAS145 PAGE 2 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3604 TIME 08:40 AM ESTIMATE NO. 015 BID OPENING 02/01/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 09/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 9.5000 3,325.00 0.000 0 024 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,000.00 0.000 0 025 TEMPORARY FIBER ROLL LF 5.0000 4,000.00 1,003.000 5,015 026 TEMPORARY GRAVEL BAG BERM LF 10.0000 300.00 0.000 0 027 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 22,500.00 3.000 22,500 028 STREET SWEEPING LS 25,000.0000 25,000.00 0.082 2,050.00 0.984 24,600 029 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 1.000 15,000 030 ASBESTOS COMPLIANCE PLAN LS 5,500.0000 5,500.00 1.000 5,500 031 HEALTH AND SAFETY PLAN LS 10,000.0000 10,000.00 1.000 10,000 032 WORK AREA MONITORING (BRIDGE) LS 15,000.0000 15,000.00 0.000 0 033 TREATED WOOD WASTE LB 0.2800 2,884.00 10,231.540 2,864 034 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 200,000.0000 200,000.00 0.082 16,400.00 0.984 196,800 035 FISH PROTECTION LS 40,000.0000 40,000.00 0.082 3,280.00 0.984 39,360 036 INVASIVE SPECIES CONTROL LS 10,000.0000 10,000.00 1.000 10,000 037 HYDROACOUSTIC MONITORING LS 50,000.0000 50,000.00 0.900 45,000 038 BAT EXCLUSION DEVICES LS 75,000.0000 75,000.00 0.250 18,750.00 1.000 75,000 039 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 040 DUST CONTROL PLAN (NATURALLY OCCURRING LS 5,000.0000 5,000.00 1.000 5,000 ASBESTOS) 041 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 7,000.00 633.000 2,532 042 CLEARING AND GRUBBING (LS) LS 220,000.0000 220,000.00 1.000 220,000 043 ROADWAY EXCAVATION (NATURALLY OCCURRING CY 48.0000 1,060,800.00 27,625.000 1,326,000 ASBESTOS) 044 ROCK EXCAVATION CY 48.0000 2,078,400.00 54,282.000 2,605,536 045 ROCK EXCAVATION (NATURALLY OCCURRING CY 48.0000 1,910,400.00 49,750.000 2,388,000 ASBESTOS) 046 SHOULDER BACKING TON 49.0000 46,060.00 934.000 45,766 047 STRUCTURE EXCAVATION (BRIDGE) CY 300.0000 203,400.00 678.000 203,400 (F) 048 STRUCTURE EXCAVATION (TYPE D) CY 300.0000 5,700.00 19.000 5,700 (F) 049 STRUCTURE BACKFILL (BRIDGE) CY 150.0000 72,600.00 484.000 72,600 (F) PROGRAM CAS145 PAGE 3 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3604 TIME 08:40 AM ESTIMATE NO. 015 BID OPENING 02/01/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 09/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DITCH EXCAVATION CY 100.0000 2,400.00 23.200 2,320.00 23.200 2,320 051 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,450.0000 8,700.00 1.000 1,450.00 1.000 1,450 052 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.3000 210,300.00 96,789.000 29,036.70 337,609.000 101,282 053 FIBER REINFORCED MATRIX (SQFT) SQFT 0.1900 133,190.00 96,789.000 18,389.91 338,149.000 64,248 054 COMPOST SOCK LF 6.9500 8,409.50 0.000 0 055 CLASS 2 AGGREGATE BASE (CY) CY 81.0000 716,850.00 9,352.500 757,552 056 HOT MIX ASPHALT (TYPE A) TON 195.0000 1,721,850.00 9,061.790 1,767,049 057 MINOR HOT MIX ASPHALT TON 480.0000 10,560.00 3.800 1,824 058 DATA CORE LS 7,500.0000 7,500.00 1.000 7,500.00 1.000 7,500 059 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 33.0000 1,188.00 36.800 1,214.40 36.800 1,214 060 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 43.0000 26,230.00 0.000 0 061 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 33.0000 3,267.00 110.000 3,630.00 110.000 3,630 062 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 306.0000 13,770.00 32.570 9,966 AREA) 063 TACK COAT TON 1,800.0000 10,800.00 9.560 17,208 064 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.5000 16,050.00 32,080.000 16,040 065 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 2,900.00 289.000 2,890 066 48" PERMANENT CORRUGATED METAL PIPE LF 125.0000 108,000.00 0.000 0 CASING 067 102" PERMANENT CORRUGATED METAL PIPE LF 485.0000 38,800.00 0.000 0 CASING 068 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 900,000.00 900.000 900,000 069 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,100.0000 950,400.00 864.000 950,400 070 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 4,000.0000 1,664,000.00 416.000 1,664,000 071 102" CAST-IN-DRILLED-HOLE CONCRETE LF 4,500.0000 360,000.00 80.000 360,000 PILING 072 PRESTRESSING CAST-IN-PLACE CONCRETE LS 305,000.0000 305,000.00 1.000 305,000 073 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,500.0000 286,500.00 191.000 286,500 (F) 074 STRUCTURAL CONCRETE, BRIDGE CY 3,375.0000 5,936,625.00 1,759.000 5,936,625 (F) 075 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 2,000.0000 1,422,000.00 711.000 1,422,000 (F) FIBER) 076 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,500.0000 75,000.00 30.000 75,000 (F) EQ) PROGRAM CAS145 PAGE 4 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3604 TIME 08:40 AM ESTIMATE NO. 015 BID OPENING 02/01/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 09/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 15,000.00 6.000 15,000 (F) 078 JOINT SEAL ASSEMBLY (MR 4") LF 550.0000 46,750.00 7.650 4,207.50 85.000 46,750 079 BAR REINFORCING STEEL (BRIDGE) LB 2.0000 1,070,868.00 535,434.000 1,070,868 (F) 080 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 2.0000 484,086.00 242,043.000 484,086 (F) COATED) 081 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 11,306.50 22,934.000 11,467 082 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 169,575.00 2,156.930 161,769 083 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0000 90,452.00 22,613.000 90,452 (F) 084 BRIDGE REMOVAL LS 865,000.0000 865,000.00 0.750 648,750.00 1.000 865,000 085 18" ALTERNATIVE PIPE CULVERT LF 325.0000 14,625.00 45.000 14,625 086 24" ALTERNATIVE PIPE CULVERT LF 425.0000 127,500.00 318.000 135,150 087 FLUME DOWNDRAIN LF 300.0000 7,800.00 29.000 8,700.00 29.000 8,700 088 18" TAPERED INLET EA 700.0000 1,400.00 2.000 1,400.00 2.000 1,400 089 FLUME ANCHOR ASSEMBLY EA 200.0000 800.00 4.000 800.00 4.000 800 090 24" WELDED STEEL PIPE CASING (BRIDGE) LF 500.0000 31,500.00 63.000 31,500 091 18" ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 1.000 700 092 24" ALTERNATIVE FLARED END SECTION EA 750.0000 1,500.00 2.000 1,500 093 ABANDON CULVERT (EA) EA 3,500.0000 3,500.00 1.000 3,500 094 REMOVE CULVERT (LF) LF 45.0000 14,850.00 325.300 14,638 095 REMOVE INLET EA 800.0000 2,400.00 3.000 2,400 096 REMOVE HEADWALL EA 800.0000 800.00 1.000 800 097 SAND BACKFILL CY 160.0000 4,480.00 28.000 4,480 098 MISCELLANEOUS IRON AND STEEL LB 5.0000 6,520.00 1,304.000 6,520 (F) 099 FENCE (TYPE BW, METAL POST) LF 48.0000 27,360.00 0.000 0 100 TEMPORARY FENCE (TYPE BW) LF 250.0000 2,000.00 0.000 0 101 10' METAL GATE EA 5,900.0000 11,800.00 2.000 11,800.00 2.000 11,800 102 14' METAL GATE EA 11,500.0000 23,000.00 2.000 23,000.00 2.000 23,000 103 TEMPORARY 16' METAL GATE EA 5,100.0000 10,200.00 2.000 10,200 PROGRAM CAS145 PAGE 5 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3604 TIME 08:40 AM ESTIMATE NO. 015 BID OPENING 02/01/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 09/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE FENCE LF 8.0000 3,520.00 440.000 3,520 105 REMOVE GATE EA 1,750.0000 3,500.00 2.000 3,500 106 REMOVE DELINEATOR EA 35.0000 630.00 18.000 630 107 DELINEATOR (CLASS 2) EA 57.5000 4,830.00 86.000 4,945 108 MILEPOST MARKER EA 195.0000 390.00 2.000 390 109 MARKER (CULVERT) EA 75.0000 600.00 8.000 600 110 TREATMENT BEST MANAGEMENT PRACTICE EA 155.0000 620.00 4.000 620 MARKER 111 OBJECT MARKER (TYPE L-1) EA 120.0000 960.00 8.000 960 112 REMOVE MARKER EA 5.0000 115.00 23.000 115 113 REMOVE ROADSIDE SIGN (WOOD POST) EA 70.0000 630.00 9.000 630 114 REMOVE ROADSIDE SIGN (METAL POST) EA 150.0000 1,200.00 8.000 1,200 115 REMOVE ROADSIDE SIGN PANEL EA 155.0000 155.00 1.000 155 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 154.00 13.800 151 (0.063"-UNFRAMED) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,800.00 142.200 1,706 (0.080"-UNFRAMED) 118 ROADSIDE SIGN - ONE POST EA 355.0000 4,615.00 13.000 4,615 119 RECONSTRUCT TURNABLE ROADSIDE SIGN EA 4,250.0000 4,250.00 1.000 4,250 120 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 33.7500 57,375.00 1,700.000 57,375 121 TUBULAR BICYCLE RAILING LF 45.0000 52,830.00 1,174.000 52,830 (F) 122 TRANSITION RAILING (TYPE WB-31) EA 4,750.0000 4,750.00 1.000 4,750 123 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,500.0000 17,500.00 5.000 17,500 124 ALTERNATIVE CRASH CUSHION TL-3 EA 39,000.0000 117,000.00 3.000 117,000 125 CALIFORNIA ST-76 BRIDGE RAIL (MODIFIED) LF 475.0000 568,575.00 119.700 56,857.50 1,197.000 568,575 (F) 126 REMOVE GUARDRAIL LF 3.0000 6,390.00 3,199.500 9,598 127 THERMOPLASTIC PAVEMENT MARKING SQFT 18.0000 2,340.00 108.600 1,954 128 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 3,600.00 2,265.300 3,624 (ENHANCED WET NIGHT VISIBILITY) 129 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.7000 100,110.00 21,138.000 99,348 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) PROGRAM CAS145 PAGE 6 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3604 TIME 08:40 AM ESTIMATE NO. 015 BID OPENING 02/01/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 09/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 8" THERMOPLASTIC TRAFFIC STRIPE LF 30.0000 600.00 102.700 3,081 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 131 BAT ROOST LS 25,000.0000 25,000.00 1.000 25,000 132 4" CONDUIT (BRIDGE) LS 260,000.0000 260,000.00 1.000 260,000 PROGRAM CAS145 PAGE 7 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3604 TIME 08:40 AM ESTIMATE NO. 015 BID OPENING 02/01/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 09/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,141,206.01 29,802,120.37 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 276,353.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,141,206.01 30,078,474.12 133 MOBILIZATION LS 3,100,000.0000 3,100,000.00 1.000 3,100,000 ORIGINAL CONTRACT AMOUNT 32,429,250.00 TOTAL WORK COMPLETED 1,141,206.01 33,178,474.12 MATERIALS ON HAND ON SITE -186,341.00 0.00 DEDUCTIONS -4,000.00 -24,590.00 TOTAL 950,865.01 33,153,884.12 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/10/24 360 07/10/24 07/10/24 09/25/25 251 50 0 0 97% 70% PROGRESS IS SATISFACTORY RIDDLE NICHOLAS RESIDENT ENGINEER