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 08/25/25 EST. NO. 003 TIME 10:20 AM R.E. NAME: MICHAEL SCHMIDT 05-1J9704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 011 0001 7,305.90 E.W. @ F.A.(+) 070225 N 0001.0 0002 3,643.48 070225 N 0001.1 0003 6,267.31 071425 N 0002.0 0004 3,224.27 071425 N 0002.1 0005 1,395.00 072225 N 0003.0 0006 849.34 072325 N 0004.0 22,685.30 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 22,685.30 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 08/25/25 EST. NO. 003 TIME 10:20 AM R.E. NAME: MICHAEL SCHMIDT 05-1J9704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -4,000.00 002 REC'D PAYROLLS #2 4,000.00 003 4,000.00 0.00 TOTAL DEDUCTIONS 4,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J9704 TIME 10:20 AM ESTIMATE NO. 003 BID OPENING 12/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: MICHAEL SCHMIDT DATE OF THIS ESTIMATE 08/25/25 LOCATION PROGRESS ESTIMATE 05-SLO-58-1.8/6.9 ----------------- CALPORTLAND CONSTRUCTION SAN LUIS OBISPO COUNTY IN AND NEAR SANTA 1625 EAST DONOVAN RD MARGARITA FROM I STREET TO STATE ROUTE SANTA MARIA CA 93456 229. FED. AID NO. N O N E PAVEMENT PRESERVATION, DRAINAGE IMPROVEMEN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 1.000 1,200 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,000.0000 4,000.00 0.250 1,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 162,000.00 12.000 14,400.00 50.000 60,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 1.000 2,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 8,200.00 3.000 600 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 20,500.0000 20,500.00 0.027 553.50 0.709 14,534 007 TRAFFIC CONTROL SYSTEM LS 510,000.0000 510,000.00 0.089 45,390.00 0.370 188,700 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.0000 390.00 39.000 390.00 39.000 390 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7000 37,660.00 29,697.000 20,787.90 29,697.000 20,787 010 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 7,600.00 0.000 0 011 TEMPORARY PAVEMENT MARKER EA 4.0000 5,000.00 620.000 2,480.00 620.000 2,480 012 TEMPORARY BARRIER SYSTEM LF 25.5000 303,450.00 0.000 0 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.000 0 014 TEMPORARY CRASH CUSHION TL-2 EA 4,000.0000 56,000.00 0.000 0 015 TEMPORARY CRASH CUSHION TL-3 EA 4,000.0000 16,000.00 0.000 0 016 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 5,100.0000 20,400.00 0.000 0 SYSTEM 017 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 300.0000 51,000.00 32.000 9,600.00 100.000 30,000 018 JOB SITE MANAGEMENT LS 26,700.0000 26,700.00 0.089 2,376.30 0.370 9,879 019 STORMWATER POLLUTION PREVENTION PLAN LS 5,000.0000 5,000.00 0.035 175.00 0.648 3,240 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 5,000.00 0.000 0 021 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 022 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 500.0000 1,500.00 0.000 0 CONTROL) PROGRAM CAS145 PAGE 2 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J9704 TIME 10:20 AM ESTIMATE NO. 003 BID OPENING 12/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: MICHAEL SCHMIDT DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.4500 7,018.00 0.000 0 MATRIX) 024 TEMPORARY CHECK DAM LF 20.0000 4,000.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 4,400.00 0.000 0 026 TEMPORARY FIBER ROLL LF 5.5000 29,975.00 0.000 0 027 TEMPORARY GRAVEL BAG BERM LF 13.0000 6,500.00 0.000 0 028 TEMPORARY CONSTRUCTION ENTRANCE EA 9,000.0000 9,000.00 0.000 0 029 STREET SWEEPING LS 26,000.0000 26,000.00 0.000 0 030 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.250 1,250.00 0.500 2,500 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.6000 17,940.00 14,828.000 8,896.80 14,828.000 8,896 STRIPE (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 0.5500 12,650.00 0.000 0 033 CONTRACTOR SUPPLIED ARBORIST LS 10,700.0000 10,700.00 1.000 10,700 034 REMOVE CONCRETE (CY) CY 2,000.0000 6,000.00 1.590 3,180 035 TEMPORARY HIGH-VISIBILITY FENCE LF 5.5000 9,955.00 1,222.000 6,721 036 TEMPORARY BOUNDARY SIGN (ON POST) EA 125.0000 2,250.00 18.000 2,250 037 CLEARING AND GRUBBING (LS) LS 63,000.0000 63,000.00 0.750 47,250 038 ROADWAY EXCAVATION CY 94.0000 302,680.00 0.000 0 039 SHOULDER BACKING TON 107.0000 86,670.00 0.000 0 040 ROADSIDE CLEARING LS 3,000.0000 3,000.00 0.000 0 041 PRUNE EXISTING PLANTS LS 20,000.0000 20,000.00 1.000 20,000 042 PLANT (GROUP H) EA 50.0000 1,800.00 0.000 0 043 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 0.000 0 044 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.7000 17,119.00 0.000 0 045 FIBER ROLLS LF 6.3000 3,339.00 0.000 0 046 HYDROSEED SQFT 0.1400 16,380.00 0.000 0 047 COMPOST (CY) CY 79.0000 56,880.00 0.000 0 048 CLASS 2 AGGREGATE BASE (CY) CY 205.0000 219,350.00 0.000 0 049 SEGMENT CORRECTION EA 1,150.0000 46,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J9704 TIME 10:20 AM ESTIMATE NO. 003 BID OPENING 12/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: MICHAEL SCHMIDT DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REPLACE ASPHALT CONCRETE SURFACING CY 3,150.0000 18,900.00 0.000 0 051 HOT MIX ASPHALT (TYPE A) TON 165.0000 803,550.00 0.000 0 052 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 170.0000 1,322,600.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.6300 7,311.40 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.6300 473.40 0.000 0 055 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.6300 7,942.60 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.6300 710.10 0.000 0 057 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 85.0000 3,910.00 0.000 0 AREA) 058 TACK COAT TON 750.0000 18,750.00 0.000 0 059 REMOVE ASPHALT CONCRETE DIKE LF 4.2500 25,202.50 0.000 0 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.7500 168,150.00 0.000 0 061 STRUCTURAL CONCRETE, HEADWALL CY 6,300.0000 239,400.00 37.500 236,250.00 37.500 236,250 (F) 062 STRUCTURAL CONCRETE, DRAINAGE INLET CY 8,800.0000 52,800.00 0.000 0 (F) 063 24" REINFORCED CONCRETE PIPE LF 380.0000 163,400.00 50.000 19,000.00 432.000 164,160 064 30" REINFORCED CONCRETE PIPE LF 390.0000 16,770.00 44.000 17,160 065 18" CORRUGATED STEEL PIPE (.079" THICK) LF 407.0000 16,280.00 0.000 0 066 24" CORRUGATED STEEL PIPE (.079" THICK) LF 638.0000 4,466.00 0.000 0 067 30" CORRUGATED STEEL PIPE (.079" THICK) LF 270.0000 35,100.00 130.000 35,100 068 42" CORRUGATED STEEL PIPE (.079" THICK) LF 350.0000 20,300.00 58.000 20,300 069 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 108.0000 8,424.00 0.000 0 070 12" ENTRANCE TAPER EA 1,400.0000 18,200.00 0.000 0 071 12" ANCHOR ASSEMBLY EA 670.0000 8,710.00 0.000 0 072 30" CONCRETE FLARED END SECTION EA 3,400.0000 6,800.00 2.000 6,800 073 INLET DEPRESSION EA 3,480.0000 6,960.00 0.000 0 074 ABANDON CULVERT (LF) LF 128.0000 12,160.00 95.000 12,160 075 REMOVE CULVERT (LF) LF 52.0000 21,320.00 48.600 2,527.20 360.800 18,761 076 REMOVE DOWNDRAIN (EA) EA 860.0000 11,180.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J9704 TIME 10:20 AM ESTIMATE NO. 003 BID OPENING 12/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: MICHAEL SCHMIDT DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE HEADWALL EA 1,080.0000 5,400.00 4.000 4,320 078 REMOVE FLARED END SECTION (EA) EA 425.0000 425.00 1.000 425 079 ADJUST OVERSIDE DRAIN EA 2,690.0000 2,690.00 0.000 0 080 SLURRY CEMENT BACKFILL CY 340.0000 7,820.00 4.500 1,530.00 93.200 31,688 081 CONCRETE (DITCH LINING) CY 4,600.0000 4,600.00 0.000 0 082 ROCK SLOPE PROTECTION (3/8 T, CLASS VI, CY 890.0000 22,250.00 0.000 0 METHOD B) (CY) 083 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 2,700.0000 8,100.00 0.000 0 METHOD B) (CY) 084 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 2,700.0000 8,100.00 0.000 0 METHOD B) (CY) 085 GRAVEL FILTER (UNIVERSAL) CY 1,800.0000 34,200.00 0.000 0 086 GRAVEL FILTER (UNIQUE) CY 1,750.0000 22,750.00 0.000 0 087 DETECTABLE WARNING SURFACE SQFT 82.0000 6,478.00 0.000 0 088 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,800.0000 100,800.00 0.000 0 RAMP) 089 MISCELLANEOUS IRON AND STEEL LB 8.0000 17,360.00 0.000 0 (F) 090 PREPARE AND STAIN CONCRETE SQFT 107.1100 18,208.70 0.000 0 091 STAIN GALVANIZED SURFACES (LS) LS 58,450.0000 58,450.00 0.000 0 092 ROCK STAIN SQFT 32.3300 21,661.10 0.000 0 093 REMOVE FENCE LF 5.0000 33,700.00 0.000 0 094 REMOVE PAVEMENT MARKER EA 1.0000 1,250.00 620.000 620.00 620.000 620 095 GUARD RAILING DELINEATOR EA 45.0000 1,125.00 0.000 0 096 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 9,160.00 0.000 0 097 OBJECT MARKER (TYPE P) EA 185.0000 1,480.00 0.000 0 098 REMOVE ROADSIDE SIGN EA 175.0000 4,550.00 0.000 0 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.9600 1,554.80 0.000 0 (0.063"-UNFRAMED) 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.3500 395.20 0.000 0 (0.080"-UNFRAMED) 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.5000 6,490.00 0.000 0 (0.063"-FRAMED) 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.5000 501.50 0.000 0 (0.080"-FRAMED) 103 ROADSIDE SIGN - ONE POST EA 425.0000 6,375.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J9704 TIME 10:20 AM ESTIMATE NO. 003 BID OPENING 12/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: MICHAEL SCHMIDT DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROADSIDE SIGN - TWO POST EA 675.0000 2,025.00 0.000 0 105 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 4,850.0000 9,700.00 0.000 0 BOX POST) 106 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 4,250.0000 17,000.00 0.000 0 107 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 52.0000 80,600.00 0.000 0 108 TRANSITION RAILING (TYPE AGT) EA 5,200.0000 36,400.00 0.000 0 109 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,800.0000 3,600.00 0.000 0 110 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,800.0000 48,000.00 0.000 0 111 ALTERNATIVE CRASH CUSHION TL-3 EA 37,700.0000 37,700.00 0.000 0 112 CONCRETE BARRIER TRANSITION LF 1,000.0000 61,000.00 0.000 0 113 REMOVE GUARDRAIL LF 11.0000 16,940.00 0.000 0 114 REMOVE CRASH CUSHION EA 3,000.0000 3,000.00 0.000 0 115 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.0000 3,360.00 0.000 0 WET NIGHT VISIBILITY) 116 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 155,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 117 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 14,340.00 14,869.000 8,921.40 14,869.000 8,921 118 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 390.00 39.000 390.00 39.000 390 119 6" RUMBLE STRIP (ASPHALT CONCRETE STA 75.0000 9,000.00 0.000 0 PAVEMENT) 120 12" RUMBLE STRIP (ASPHALT CONCRETE STA 50.0000 13,000.00 0.000 0 PAVEMENT) 121 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.0000 800.00 0.000 0 122 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.0000 8,650.00 0.000 0 (WARRANTY) 123 TRAFFIC MONITORING STATION SYSTEM LS 31,804.0000 31,804.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J9704 TIME 10:20 AM ESTIMATE NO. 003 BID OPENING 12/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: MICHAEL SCHMIDT DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 375,538.10 993,365.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 22,685.30 22,685.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 398,223.40 1,016,050.50 124 MOBILIZATION LS 448,500.0000 448,500.00 0.750 336,375 ORIGINAL CONTRACT AMOUNT 6,697,059.30 TOTAL WORK COMPLETED 398,223.40 1,352,425.50 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 4,000.00 0.00 TOTAL 402,223.40 1,352,425.50 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 03/21/25 135 05/27/25 00/00/00 12/09/26 50 8 0 0 20% 37% PROGRESS IS SATISFACTORY MICHAEL SCHMIDT RESIDENT ENGINEER