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 05/26/26 EST. NO. 003 TIME 02:44 PM R.E. NAME: COOPER, JACOB/TORRES, JASON 05-1M1004 --------------------------------------------------------------------------- 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 0001 1,875.52 E.W. @ F.A.(+) 042726 N 265483 1,875.52 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 1,875.52 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 05/26/26 EST. NO. 003 TIME 02:44 PM R.E. NAME: COOPER, JACOB/TORRES, JASON 05-1M1004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/26/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M1004 TIME 02:44 PM ESTIMATE NO. 003 BID OPENING 12/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: COOPER, JACOB/TORRES, JASON DATE OF THIS ESTIMATE 05/26/26 LOCATION PROGRESS ESTIMATE 05-SB-101-R56.1/65.0 ----------------- CALPORTLAND CONSTRUCTION SANTA BARBARA COUNTY FROM 0.2 MILE SOUTH 1625 EAST DONOVAN RD OF SANTA ROSA ROAD TO 2.4 MILES SOUTH OF SANTA MARIA CA 93456 SAN ANTONIO CREEK FED. AID NO. NH-Q101(456) E HMA (TYPE A), RHMA-G OVERLAY, INSTALL LIGH ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 985.0000 985.00 0.750 738 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.250 2,500.00 0.250 2,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,300.0000 552,000.00 18.000 41,400.00 18.000 41,400 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 42,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 48,000.0000 48,000.00 0.500 24,000 007 TRAFFIC CONTROL SYSTEM LS 1,670,000.0000 1,670,000.00 0.080 133,600.00 0.080 133,600 008 TRAFFIC CONTROL SUPERVISOR DAY 1,330.0000 239,400.00 1.000 1,330.00 1.000 1,330 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 200.0000 48,000.00 3.000 600.00 3.000 600 010 FLASHING ARROW SIGN EA 2,571.0000 17,997.00 2.000 5,142.00 2.000 5,142 011 TYPE III BARRICADE EA 100.0000 2,100.00 0.000 0 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 12,650.00 18,953.000 9,476.50 18,953.000 9,476 013 CHANNELIZER (SURFACE MOUNTED) EA 90.0000 26,100.00 383.000 34,470.00 383.000 34,470 014 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 200.0000 30,000.00 0.000 0 SYSTEM 015 TEMPORARY PAVEMENT MARKER EA 5.0000 650.00 396.000 1,980.00 396.000 1,980 016 TEMPORARY BARRIER SYSTEM (CAL F-23) LF 32.0000 496,000.00 0.000 0 017 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 21,000.0000 21,000.00 0.000 0 018 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,868.0000 55,076.00 0.000 0 019 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 58,320.0000 58,320.00 0.080 4,665.60 0.080 4,665 020 TEMPORARY CRASH CUSHION TL-2 EA 4,500.0000 27,000.00 0.000 0 021 TEMPORARY CRASH CUSHION TL-3 EA 5,000.0000 45,000.00 0.000 0 022 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 4,115.0000 28,805.00 2.000 8,230.00 2.000 8,230 SYSTEM PROGRAM CAS145 PAGE 2 DATE 05/26/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M1004 TIME 02:44 PM ESTIMATE NO. 003 BID OPENING 12/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: COOPER, JACOB/TORRES, JASON DATE OF THIS ESTIMATE 05/26/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 50.0000 2,500.00 0.000 0 024 JOB SITE MANAGEMENT LS 42,000.0000 42,000.00 0.080 3,360.00 0.080 3,360 025 STORMWATER POLLUTION PREVENTION PLAN LS 5,000.0000 5,000.00 0.000 0 026 STORMWATER SAMPLING AND ANALYSIS DAY EA 800.0000 15,200.00 0.000 0 027 STORMWATER ANNUAL REPORT EA 3,000.0000 12,000.00 0.000 0 028 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,560.0000 15,600.00 0.000 0 CONTROL) 029 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.1800 153,400.00 0.000 0 MATRIX) 030 TEMPORARY CHECK DAM LF 14.0000 28,000.00 0.000 0 031 TEMPORARY DRAINAGE INLET PROTECTION EA 260.0000 13,000.00 0.000 0 032 TEMPORARY FIBER ROLL LF 4.0000 174,000.00 0.000 0 033 TEMPORARY GRAVEL BAG BERM LF 5.0000 5,000.00 0.000 0 034 TEMPORARY LARGE SEDIMENT BARRIER LF 15.0000 15,000.00 0.000 0 035 TEMPORARY CONSTRUCTION ENTRANCE EA 13,000.0000 65,000.00 0.000 0 036 STREET SWEEPING LS 118,000.0000 118,000.00 0.080 9,440.00 0.080 9,440 037 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 0.000 0 038 TREATED WOOD WASTE LB 1.5700 38,622.00 0.000 0 039 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 77,000.00 2,325.000 11,625.00 2,325.000 11,625 040 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 0.300 9,000.00 0.300 9,000 041 ROADWAY EXCAVATION CY 70.0000 396,200.00 2,597.200 181,804.00 2,597.200 181,804 042 SHOULDER BACKING TON 128.0000 481,280.00 0.000 0 043 SOIL DENSIFICATION (HIGH DENSITY LB 4.5700 231,699.00 8,767.370 40,066.88 8,767.370 40,066 POLYURETHANE) 044 DITCH EXCAVATION CY 1,000.0000 1,800.00 0.000 0 045 IMPORTED BORROW (CY) CY 80.0000 150,400.00 0.000 0 046 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,410.0000 7,230.00 0.000 0 047 FIBER ROLLS LF 5.8800 5,762.40 0.000 0 048 HYDROSEED SQFT 0.1700 87,550.00 0.000 0 049 COMPOST (CY) CY 103.3500 135,388.50 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/26/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M1004 TIME 02:44 PM ESTIMATE NO. 003 BID OPENING 12/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: COOPER, JACOB/TORRES, JASON DATE OF THIS ESTIMATE 05/26/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 INCORPORATE MATERIALS SQFT 0.1100 23,320.00 0.000 0 051 CLASS 2 AGGREGATE BASE (CY) CY 156.0000 533,520.00 1,170.700 182,629.20 1,170.700 182,629 052 LEAN CONCRETE BASE RAPID SETTING CY 850.0000 1,130,500.00 0.000 0 053 BASE BOND BREAKER SQYD 3.5000 28,735.00 0.000 0 054 REPLACE ASPHALT CONCRETE SURFACING CY 3,100.0000 21,700.00 0.000 0 055 HOT MIX ASPHALT (TYPE A) TON 170.0000 2,839,000.00 0.000 0 056 RUBBERIZED HOT MIX ASPHALT (GAP GRADED TON 192.0000 5,932,800.00 0.000 0 STATISTICAL PAY FACTOR) 057 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 2.3000 6,003.00 0.000 0 FABRIC) 058 DATA CORE LS 11,000.0000 11,000.00 0.000 0 059 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.1400 61,846.00 0.000 0 060 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.1400 2,589.40 0.000 0 061 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.1400 45,154.00 0.000 0 062 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.1400 15,771.80 0.000 0 063 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 95.0000 18,050.00 0.000 0 AREA) 064 TACK COAT TON 1,300.0000 247,000.00 0.000 0 065 REMOVE ASPHALT CONCRETE DIKE LF 2.8000 160,720.00 0.000 0 066 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 402,600.00 0.000 0 067 DRILL AND BOND (DOWEL BAR) EA 31.0000 116,870.00 0.000 0 068 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,100.0000 2,497,000.00 0.000 0 069 GRIND EXISTING CONCRETE PAVEMENT SQYD 5.5000 227,150.00 0.000 0 070 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,100.0000 31,500.00 0.000 0 (F) 071 DRILL AND BOND DOWEL LF 100.0000 6,300.00 0.000 0 072 18" REINFORCED CONCRETE PIPE LF 570.0000 27,930.00 0.000 0 073 24" REINFORCED CONCRETE PIPE LF 850.0000 195,500.00 0.000 0 074 24" STEEL FLARED END SECTION EA 1,800.0000 1,800.00 0.000 0 075 18" CONCRETE FLARED END SECTION EA 2,800.0000 2,800.00 0.000 0 076 24" CONCRETE FLARED END SECTION EA 3,400.0000 3,400.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/26/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M1004 TIME 02:44 PM ESTIMATE NO. 003 BID OPENING 12/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: COOPER, JACOB/TORRES, JASON DATE OF THIS ESTIMATE 05/26/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ABANDON CULVERT (LF) LF 150.0000 37,500.00 0.000 0 078 REMOVE CULVERT (LF) LF 44.0000 4,312.00 0.000 0 079 REMOVE INLET EA 1,950.0000 7,800.00 0.000 0 080 ADJUST INLET EA 6,900.0000 6,900.00 0.000 0 081 ABANDON EDGE DRAIN LF 9.0000 133,200.00 0.000 0 082 CLEANING, INSPECTING, AND PREPARING LF 34.0000 23,120.00 0.000 0 CULVERT (LF) 083 CULVERT SLURRY-CEMENT BACKFILL CY 220.0000 39,600.00 0.000 0 084 SAND BACKFILL CY 220.0000 26,400.00 0.000 0 085 24" CURED-IN-PLACE PIPELINER LF 206.0000 76,220.00 0.000 0 086 DETECTABLE WARNING SURFACE SQFT 70.0000 5,460.00 0.000 0 087 MINOR CONCRETE (MISCELLANEOUS CY 2,000.0000 2,200.00 0.000 0 CONSTRUCTION) 088 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 34.0000 94,180.00 0.000 0 CONCRETE) 089 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 970.0000 22,310.00 0.000 0 RAMP) 090 REMOVE CONCRETE (CURB AND GUTTER) LF 35.0000 33,950.00 0.000 0 091 REMOVE CONCRETE (CURB, GUTTER, AND CY 890.0000 18,690.00 0.000 0 SIDEWALK) (CY) 092 PRE/POST CONSTRUCTION SURVEYS EA 1,500.0000 6,000.00 0.000 0 093 MISCELLANEOUS IRON AND STEEL LB 2.7300 3,559.92 0.000 0 (F) 094 REMOVE PAVEMENT MARKER EA 0.5000 2,490.00 696.000 348.00 696.000 348 095 DELINEATOR (CLASS 1) EA 70.0000 35,000.00 0.000 0 096 GUARD RAILING DELINEATOR EA 80.0000 44,000.00 0.000 0 097 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 17,010.00 0.000 0 098 MILEPOST MARKER EA 90.0000 810.00 0.000 0 099 MARKER (CULVERT) EA 90.0000 1,800.00 0.000 0 100 TREATMENT BEST MANAGEMENT PRACTICE EA 90.0000 720.00 0.000 0 MARKER 101 OBJECT MARKER EA 80.0000 6,080.00 0.000 0 102 REMOVE ROADSIDE SIGN EA 150.0000 10,650.00 0.000 0 103 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 3,230.00 0.000 0 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 5 DATE 05/26/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M1004 TIME 02:44 PM ESTIMATE NO. 003 BID OPENING 12/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: COOPER, JACOB/TORRES, JASON DATE OF THIS ESTIMATE 05/26/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 15,330.00 0.000 0 (0.080"-UNFRAMED) 105 ROADSIDE SIGN - ONE POST EA 450.0000 31,950.00 0.000 0 106 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 45.0000 544,500.00 0.000 0 107 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 54.0000 626,400.00 0.000 0 108 VEGETATION CONTROL (MINOR CONCRETE) SQYD 78.0000 64,740.00 0.000 0 109 VEGETATION CONTROL (INERT MATERIAL) SQYD 39.0000 374,790.00 0.000 0 110 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 65.0000 56,550.00 0.000 0 POST) 111 TRANSITION RAILING (TYPE AGT) EA 5,410.0000 10,820.00 0.000 0 112 RAIL TENSIONING ASSEMBLY EA 2,400.0000 19,200.00 0.000 0 113 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,400.0000 79,200.00 0.000 0 114 ALTERNATIVE CRASH CUSHION TL-2 EA 33,475.0000 33,475.00 0.000 0 115 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,300.0000 100,700.00 0.000 0 116 BURIED POST END ANCHOR (TYPE B-F) EA 3,120.0000 18,720.00 0.000 0 117 ALTERNATIVE MEDIAN TERMINAL TL-3 EA 11,400.0000 91,200.00 0.000 0 118 CONCRETE BARRIER (TYPE 60MS) LF 390.0000 292,500.00 0.000 0 119 CONCRETE BARRIER TRANSITION LF 720.0000 86,400.00 0.000 0 120 REMOVE GUARDRAIL LF 8.0000 172,800.00 0.000 0 121 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.0000 33,450.00 0.000 0 WET NIGHT VISIBILITY) 122 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 185,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 123 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 795.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 124 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 870.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 125 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 22,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 126 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 62,250.00 253,419.000 63,354.75 253,419.000 63,354 127 REMOVE CONTRAST STRIPE LF 0.2500 1,125.00 2,200.000 550.00 2,200.000 550 128 12" RUMBLE STRIP (ASPHALT CONCRETE STA 27.0000 44,550.00 0.000 0 PAVEMENT) 129 12" RUMBLE STRIP (ASPHALT CONCRETE STA 27.0000 3,510.00 0.000 0 PAVEMENT-SINUSOIDAL) PROGRAM CAS145 PAGE 6 DATE 05/26/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M1004 TIME 02:44 PM ESTIMATE NO. 003 BID OPENING 12/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: COOPER, JACOB/TORRES, JASON DATE OF THIS ESTIMATE 05/26/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 1.6500 154,275.00 0.000 0 (BROKEN 36-12) 131 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 9.0000 63,450.00 0.000 0 (WARRANTY) 132 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.5000 8,400.00 0.000 0 (WARRANTY) (BROKEN 36-12) 133 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 15.0000 6,000.00 0.000 0 (WARRANTY) 134 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,200.0000 1,200.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 135 TRAFFIC MONITORING STATION SYSTEM LS 25,307.0000 25,307.00 0.000 0 136 MODIFYING LIGHTING SYSTEMS LS 306,510.0000 306,510.00 0.000 0 137 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 97,915.0000 97,915.00 0.000 0 138 MODIFYING TRAFFIC MONITORING STATIONS LS 58,565.0000 58,565.00 0.000 0 139 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 140 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 5,500.0000 3,850.00 0.000 0 INTERLAYER) PROGRAM CAS145 PAGE 7 DATE 05/26/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M1004 TIME 02:44 PM ESTIMATE NO. 003 BID OPENING 12/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: COOPER, JACOB/TORRES, JASON DATE OF THIS ESTIMATE 05/26/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 745,571.93 770,310.68 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,875.52 1,875.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 747,447.45 772,186.20 141 MOBILIZATION LS 1,773,500.0000 1,773,500.00 0.000 0 ORIGINAL CONTRACT AMOUNT 26,492,863.02 TOTAL WORK COMPLETED 747,447.45 772,186.20 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 747,447.45 772,186.20 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 01/29/26 240 04/01/26 04/01/26 04/13/27 10 18 0 0 3% 4% PROGRESS IS SATISFACTORY COOPER, JACOB/TORRES, JASON RESIDENT ENGINEER