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 11/20/25 EST. NO. 011 TIME 02:09 PM R.E. NAME: SCHMIDT, MICHAEL 05-1J7804 --------------------------------------------------------------------------- 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 11/20/25 EST. NO. 011 TIME 02:09 PM R.E. NAME: SCHMIDT, MICHAEL 05-1J7804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-2410 -10,000.00 004 B2GNOW NON-COMPLIANC -10,000.00 005 MISSING CEM-2410 -40,000.00 006 B2GNOW NONCOMPLIANCE -40,000.00 007 MISSING CEM-2410 -70,000.00 007 PERFORMANCE FAILURE -429.00 007 DBE NON-COMPLIANCE -21,475.20 008 B2GNOW COMPLIANCE 40,000.00 009 CV OUT OF CTRCT COMP -742.50 009 "DBE RELEASE" 141,904.20 010 B2GNOW NON-COMPLIANC -10,000.00 010 B2GNOW COMPLIANCE 10,000.00 011 10,000.00 -10,742.50 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 005 MISSING PAYROLLS -10,000.00 006 MISSING PAYROLLS -10,000.00 007 REC'D PYRLS #5 & 6 20,000.00 008 REC'D PAYROLLS #7 10,000.00 011 10,000.00 0.00 TOTAL DEDUCTIONS 20,000.00 -10,742.50 PROGRAM CAS145 PAGE 1 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J7804 TIME 02:09 PM ESTIMATE NO. 011 BID OPENING 09/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 11/20/25 LOCATION RERUN PROGRESS ESTIMATE 05-SLO-101-61.7/62.1 ----------------------- CALPORTLAND CONSTRUCTION SAN LUIS OBISPO COUNTY NEAR PASO ROBLES 1625 EAST DONOVAN RD FROM 0.7 MILE NORTH OF EXLINE ROAD TO 1.0 SANTA MARIA CA 93456 MILE SOUTH OF MONTEREY ROAD FED. AID NO. HSNH-Q101(429)E CONSTRUCT UNDERCROSSING, STRUCTURAL CONCRE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,100.0000 1,100.00 1.000 1,100 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,000.0000 4,000.00 0.500 2,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,300.0000 575,000.00 19.000 43,700.00 193.000 443,900 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 42,000.00 2.000 12,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 6.000 1,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 41,500.0000 41,500.00 0.100 4,150.00 0.908 37,682 007 TRAFFIC CONTROL SYSTEM LS 420,000.0000 420,000.00 0.076 31,920.00 0.772 324,240 008 TYPE III BARRICADE EA 250.0000 2,500.00 10.000 2,500 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 1,740.00 602.000 1,806 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.8000 57,360.00 55,848.000 44,678 011 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 26,000.00 213.000 21,300 012 CHANNELIZER (SURFACE MOUNTED) (LEFT IN EA 100.0000 3,000.00 0.000 0 PLACE) 013 TEMPORARY PAVEMENT MARKER EA 7.0000 5,810.00 694.000 4,858 014 TEMPORARY BARRIER SYSTEM LF 17.0000 360,400.00 14,060.000 239,020 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 38,400.0000 38,400.00 0.092 3,532.80 0.784 30,105 016 TEMPORARY CRASH CUSHION TL-3 EA 4,500.0000 40,500.00 9.000 40,500 017 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 4,800.0000 38,400.00 6.000 28,800 SYSTEM 018 JOB SITE MANAGEMENT LS 70,000.0000 70,000.00 0.076 5,320.00 0.772 54,040 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 750.0000 11,250.00 1.000 750 020 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 021 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 845.0000 15,210.00 2.000 1,690 CONTROL) 022 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.3500 39,150.00 8,722.200 11,774 MATRIX) PROGRAM CAS145 PAGE 2 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J7804 TIME 02:09 PM ESTIMATE NO. 011 BID OPENING 09/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 10.0000 800.00 0.000 0 024 TEMPORARY DRAINAGE INLET PROTECTION EA 420.0000 2,520.00 3.000 1,260 025 TEMPORARY FIBER ROLL LF 6.0300 78,993.00 1,200.000 7,236.00 2,875.000 17,336 026 TEMPORARY GRAVEL BAG BERM LF 10.0000 6,000.00 0.000 0 027 TEMPORARY LARGE SEDIMENT BARRIER LF 25.2600 25,260.00 0.000 0 028 TEMPORARY CONSTRUCTION ENTRANCE EA 8,000.0000 48,000.00 2.000 16,000 029 STREET SWEEPING LS 80,000.0000 80,000.00 0.076 6,080.00 0.772 61,760 030 TEMPORARY CONCRETE WASHOUT LS 12,000.0000 12,000.00 0.800 9,600 031 TREATED WOOD WASTE LB 5.1500 5,665.00 0.000 0 032 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0400 6,451.20 1,459.000 7,353 033 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 0.900 90,000 034 ROADWAY EXCAVATION CY 40.0000 1,572,000.00 34,709.100 1,388,364 035 STRUCTURE EXCAVATION (BRIDGE) CY 180.0000 161,280.00 896.000 161,280 (F) 036 STRUCTURE BACKFILL (BRIDGE) CY 560.0000 247,520.00 150.000 84,000.00 359.860 201,521 (F) 037 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,170.0000 3,510.00 0.000 0 038 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.7700 41,949.00 0.000 0 039 HYDROMULCH SQFT 0.0700 7,280.00 0.000 0 040 COMPOST SOCK LF 8.1000 2,430.00 0.000 0 041 STRAW SQFT 0.0700 7,280.00 0.000 0 042 HYDROSEED SQFT 0.1300 51,220.00 0.000 0 043 COMPOST (CY) CY 68.6200 139,984.80 0.000 0 044 INCORPORATE MATERIALS SQFT 0.0600 16,020.00 0.000 0 045 CLASS 2 AGGREGATE BASE (CY) CY 79.0000 260,700.00 1,251.200 98,844 046 HOT MIX ASPHALT (TYPE A) TON 135.0000 1,233,900.00 2,730.890 368,670 047 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 235.0000 317,250.00 0.000 0 048 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.6500 5,876.50 0.000 0 049 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.6500 281.05 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J7804 TIME 02:09 PM ESTIMATE NO. 011 BID OPENING 09/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.6500 438.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.6500 2,117.00 342.100 1,248 052 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 62.0000 6,820.00 0.750 46 AREA) 053 TACK COAT TON 825.0000 16,500.00 7.420 6,121 054 REMOVE ASPHALT CONCRETE DIKE LF 9.0000 1,800.00 56.000 504 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 55,200.00 4,559.900 18,239 056 FURNISH STEEL PILING (HP 14 X 89) LF 65.0000 98,475.00 1,538.560 100,006 057 DRIVE STEEL PILE (HP 14 X 89) EA 4,400.0000 246,400.00 56.000 246,400 058 STRUCTURAL CONCRETE CY 550.0000 51,700.00 0.000 0 (F) 059 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 900.0000 131,400.00 146.000 131,400 (F) 060 STRUCTURAL CONCRETE, BRIDGE CY 1,700.0000 549,100.00 10.000 17,000.00 265.500 451,350 (F) 061 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 1,500.0000 385,500.00 143.920 215,880 (F) FIBER) 062 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,500.0000 403,500.00 151.660 227,490 (F) N) 063 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,700.0000 87,100.00 0.000 0 (F) 064 CONCRETE SURFACE TEXTURE (FRACTURED RIB) SQFT 41.0000 58,343.00 170.000 6,970.00 1,281.500 52,541 065 FURNISH PRECAST PRESTRESSED CONCRETE EA 43,954.5500 483,500.05 5.000 219,772.75 11.000 483,500 WIDE FLANGE GIRDER (90'-100') 066 PERMANENT TRANSPARENT DECK FORMS SQFT 70.0000 293,720.00 2,349.760 164,483 067 ERECT PRECAST PRESTRESSED CONCRETE EA 31,300.0000 344,300.00 5.000 156,500.00 11.000 344,300 GIRDER 068 JOINT SEAL (MR 1") LF 97.0000 18,818.00 103.000 9,991 069 BAR REINFORCING STEEL (BRIDGE) LB 1.8500 208,805.80 92,686.270 171,469 (F) 070 24" ALTERNATIVE PIPE CULVERT LF 143.0000 5,434.00 0.000 0 071 30" ALTERNATIVE PIPE CULVERT LF 130.0000 42,900.00 0.000 0 072 36" ALTERNATIVE PIPE CULVERT LF 200.0000 17,600.00 0.000 0 073 24" REINFORCED CONCRETE PIPE LF 630.0000 5,040.00 0.000 0 074 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 128.0000 7,040.00 8.100 1,036 075 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 185.0000 3,700.00 0.000 0 (.109" THICK) 076 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 220.0000 9,240.00 0.000 0 (.109" THICK) PROGRAM CAS145 PAGE 4 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J7804 TIME 02:09 PM ESTIMATE NO. 011 BID OPENING 09/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 12" ENTRANCE TAPER EA 1,500.0000 3,000.00 1.000 1,500 078 12" DOWNDRAIN SLIP JOINT EA 1,265.0000 2,530.00 1.000 1,265 079 DRAINAGE INLET MARKER EA 100.0000 400.00 0.000 0 080 36" CORRUGATED STEEL PIPE INLET (.138" LF 1,510.0000 6,040.00 0.000 0 THICK) 081 30" STEEL FLARED END SECTION EA 900.0000 900.00 0.000 0 082 36" ALTERNATIVE FLARED END SECTION EA 1,250.0000 1,250.00 0.000 0 083 INLET DEPRESSION EA 1,975.0000 3,950.00 0.000 0 084 RECONSTRUCT DRAINAGE FACILITY (EA) EA 5,800.0000 5,800.00 0.000 0 085 ADJUST INLET EA 2,000.0000 2,000.00 0.000 0 086 CONCRETE (DITCH LINING) CY 1,750.0000 66,500.00 18.500 32,375 087 SLOPE PAVING (ROCK COBBLE) (SQFT) SQFT 46.0000 345,368.00 0.000 0 088 ROCK SLOPE PROTECTION (150 LB, CLASS CY 150.0000 4,950.00 23.700 3,555 III, METHOD B) (CY) 089 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 400.0000 400.00 0.000 0 METHOD B) (CY) 090 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 22.0000 1,474.00 39.300 864 091 MINOR CONCRETE (CURB) (CY) CY 1,160.0000 150,800.00 0.000 0 092 DETECTABLE WARNING SURFACE SQFT 90.0000 6,480.00 0.000 0 093 MINOR CONCRETE (GUTTER DEPRESSION) CY 1,380.0000 6,072.00 0.000 0 094 MINOR CONCRETE (SIDEWALK) CY 1,200.0000 168,000.00 0.000 0 095 MINOR CONCRETE (CURB RAMP) CY 7,100.0000 31,240.00 0.000 0 096 MISCELLANEOUS IRON AND STEEL LB 3.0100 4,701.62 0.000 0 (F) 097 DESTROY WELL EA 13,200.2000 13,200.20 0.750 9,900 098 SURVEY MONUMENT (TYPE A) EA 1,500.0000 1,500.00 0.000 0 099 SURVEY MONUMENT (TYPE D) EA 2,200.0000 11,000.00 0.000 0 100 ADJUST ACCESS BOX (UTILITY) EA 2,500.0000 2,500.00 0.000 0 101 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 2,100.0000 2,100.00 0.000 0 102 PREPARE AND STAIN CONCRETE SQFT 27.0000 32,211.00 0.000 0 103 FENCE (TYPE BW, 4-STRAND, METAL POST) LF 14.5000 37,845.00 521.000 7,554 PROGRAM CAS145 PAGE 5 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J7804 TIME 02:09 PM ESTIMATE NO. 011 BID OPENING 09/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 45.7500 33,397.50 728.000 33,306 105 REMOVE FENCE LF 2.0000 2,960.00 1,277.800 2,555 106 REMOVE GATE EA 400.0000 400.00 1.000 400 107 REMOVE PAVEMENT MARKER EA 7.0000 4,270.00 554.000 3,878 108 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 5,460.00 0.000 0 109 REMOVE ROADSIDE SIGN EA 100.0000 700.00 0.000 0 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.8000 3,348.00 0.000 0 (0.063"-UNFRAMED) 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1500 364.50 0.000 0 (0.080"-UNFRAMED) 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.6500 1,282.50 0.000 0 (0.063"-FRAMED) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 567.00 0.000 0 (0.080"-FRAMED) 114 ROADSIDE SIGN - ONE POST EA 650.0000 22,750.00 0.000 0 115 ROADSIDE SIGN - TWO POST EA 900.0000 9,900.00 0.000 0 116 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 52.9500 7,413.00 87.500 4,633 117 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 61.9500 33,453.00 328.100 20,325 118 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 81.0000 16,200.00 0.000 0 POST) 119 TRANSITION RAILING (TYPE AGT) EA 4,500.0000 18,000.00 1.000 4,500 120 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,200.0000 1,200.00 1.000 1,200 121 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,200.0000 10,400.00 1.000 5,200 122 ALTERNATIVE CRASH CUSHION TL-3 EA 47,850.0000 95,700.00 0.000 0 123 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 325.0000 208,000.00 320.000 104,000 (F) 124 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 6.0000 7,860.00 0.000 0 WET NIGHT VISIBILITY) 125 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 10,010.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 34,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 127 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 9,120.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 128 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 40,600.00 10,867.000 21,734 129 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 7,860.00 810.000 4,860 PROGRAM CAS145 PAGE 6 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J7804 TIME 02:09 PM ESTIMATE NO. 011 BID OPENING 09/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 METHYL METHACRYLATE PAINT TRAFFIC STRIPE SQFT 13.0000 19,240.00 0.000 0 CROSSWALK AND PAVEMENT MARKING 131 LIGHTING SYSTEM LS 138,467.0000 138,467.00 0.000 0 132 2" CONDUIT (BRIDGE) LS 18,023.6400 18,023.64 0.500 9,011 133 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 134 STORMWATER POLLUTION PREVENTION PLAN LS 3,500.0000 3,500.00 0.750 2,625 PROGRAM CAS145 PAGE 7 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J7804 TIME 02:09 PM ESTIMATE NO. 011 BID OPENING 09/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 586,181.55 6,629,187.55 ADJUSTMENT OF COMPENSATION 0.00 -17,345.47 EXTRA WORK 0.00 262,550.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 586,181.55 6,874,392.79 135 MOBILIZATION LS 750,000.0000 750,000.00 1.000 750,000 ORIGINAL CONTRACT AMOUNT 12,198,939.36 TOTAL WORK COMPLETED 586,181.55 7,624,392.79 MATERIALS ON HAND ON SITE -150,750.00 60,430.20 DEDUCTIONS 20,000.00 -10,742.50 TOTAL 455,431.55 7,674,080.49 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 11/08/24 250 00/00/00 01/14/25 02/13/26 190 20 0 0 60% 76% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PROGRESS IS SATISFACTORY SCHMIDT, MICHAEL RESIDENT ENGINEER