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 12/22/25 EST. NO. 007 TIME 10:31 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 --------------------------------------------------------------------------- *** 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 12/22/25 EST. NO. 007 TIME 10:31 AM R.E. NAME: MICHAEL SCHMIDT 05-1J9704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SR006 RE-STAKE -2,335.50 006 B2GNOW NONCOMPLIANCE -10,000.00 007 -10,000.00 -12,335.50 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -4,000.00 002 REC'D PAYROLLS #2 4,000.00 003 MISSING PAYROLLS -4,000.00 004 MISSING PAYROLLS -6,000.00 006 MISSING PAYROLLS -20,000.00 007 -20,000.00 -30,000.00 TOTAL DEDUCTIONS -30,000.00 -42,335.50 PROGRAM CAS145 PAGE 1 DATE 12/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J9704 TIME 10:31 AM ESTIMATE NO. 007 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 12/20/25 R.E. NAME: MICHAEL SCHMIDT DATE OF THIS ESTIMATE 12/22/25 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 0.500 2,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 162,000.00 17.000 20,400.00 115.000 138,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 1.000 2,000.00 2.000 4,000 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 0.038 779.00 0.852 17,466 007 TRAFFIC CONTROL SYSTEM LS 510,000.0000 510,000.00 0.126 64,260.00 0.852 434,520 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.0000 390.00 39.000 390 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7000 37,660.00 52,524.000 36,766 010 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 7,600.00 6.000 600.00 74.000 7,400 011 TEMPORARY PAVEMENT MARKER EA 4.0000 5,000.00 1,272.000 5,088 012 TEMPORARY BARRIER SYSTEM LF 25.5000 303,450.00 420.000 10,710.00 10,960.000 279,480 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.126 3,780.00 0.852 25,560 014 TEMPORARY CRASH CUSHION TL-2 EA 4,000.0000 56,000.00 16.000 64,000 015 TEMPORARY CRASH CUSHION TL-3 EA 4,000.0000 16,000.00 2.000 8,000.00 2.000 8,000 016 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 34.000 10,200.00 240.000 72,000 018 JOB SITE MANAGEMENT LS 26,700.0000 26,700.00 0.126 3,364.20 0.852 22,748 019 STORMWATER POLLUTION PREVENTION PLAN LS 5,000.0000 5,000.00 0.051 255.00 0.841 4,205 020 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 12/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J9704 TIME 10:31 AM ESTIMATE NO. 007 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 12/20/25 R.E. NAME: MICHAEL SCHMIDT DATE OF THIS ESTIMATE 12/22/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.126 3,276.00 0.852 22,152 030 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.500 2,500 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.6000 17,940.00 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 0.900 56,700 038 ROADWAY EXCAVATION CY 94.0000 302,680.00 3,237.500 304,325 039 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 36.000 1,800 043 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 2,137.000 3,632 045 FIBER ROLLS LF 6.3000 3,339.00 316.000 1,990 046 HYDROSEED SQFT 0.1400 16,380.00 7,237.000 1,013 047 COMPOST (CY) CY 79.0000 56,880.00 29.000 2,291 048 CLASS 2 AGGREGATE BASE (CY) CY 205.0000 219,350.00 1,070.000 219,350 049 SEGMENT CORRECTION EA 1,150.0000 46,000.00 40.000 46,000 PROGRAM CAS145 PAGE 3 DATE 12/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J9704 TIME 10:31 AM ESTIMATE NO. 007 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 12/20/25 R.E. NAME: MICHAEL SCHMIDT DATE OF THIS ESTIMATE 12/22/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.450 17,167 051 HOT MIX ASPHALT (TYPE A) TON 165.0000 803,550.00 -104.040 -17,166.60 4,036.890 666,086 052 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 170.0000 1,322,600.00 8,360.840 1,421,342.80 8,360.840 1,421,342 053 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 27.540 20,655.00 37.570 28,177 059 REMOVE ASPHALT CONCRETE DIKE LF 4.2500 25,202.50 3,771.500 16,028.88 3,771.500 16,028 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.7500 168,150.00 3,606.000 17,128.50 36,301.000 172,429 061 STRUCTURAL CONCRETE, HEADWALL CY 6,300.0000 239,400.00 37.500 236,250 (F) 062 STRUCTURAL CONCRETE, DRAINAGE INLET CY 8,800.0000 52,800.00 6.000 52,800 (F) 063 24" REINFORCED CONCRETE PIPE LF 380.0000 163,400.00 432.000 164,160 064 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 42.000 17,094 066 24" CORRUGATED STEEL PIPE (.079" THICK) LF 638.0000 4,466.00 8.000 5,104 067 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 2.000 6,960 074 ABANDON CULVERT (LF) LF 128.0000 12,160.00 95.000 12,160 075 REMOVE CULVERT (LF) LF 52.0000 21,320.00 400.800 20,841 076 REMOVE DOWNDRAIN (EA) EA 860.0000 11,180.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J9704 TIME 10:31 AM ESTIMATE NO. 007 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 12/20/25 R.E. NAME: MICHAEL SCHMIDT DATE OF THIS ESTIMATE 12/22/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,690 080 SLURRY CEMENT BACKFILL CY 340.0000 7,820.00 98.200 33,388 081 CONCRETE (DITCH LINING) CY 4,600.0000 4,600.00 1.000 4,600 082 ROCK SLOPE PROTECTION (3/8 T, CLASS VI, CY 890.0000 22,250.00 8.300 7,387 METHOD B) (CY) 083 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 2,700.0000 8,100.00 2.600 7,020 METHOD B) (CY) 084 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 2,700.0000 8,100.00 2.630 7,101 METHOD B) (CY) 085 GRAVEL FILTER (UNIVERSAL) CY 1,800.0000 34,200.00 4.600 8,280 086 GRAVEL FILTER (UNIQUE) CY 1,750.0000 22,750.00 12.900 22,575 087 DETECTABLE WARNING SURFACE SQFT 82.0000 6,478.00 75.000 6,150 088 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,800.0000 100,800.00 53.000 95,400 RAMP) 089 MISCELLANEOUS IRON AND STEEL LB 8.0000 17,360.00 0.000 0 (F) 090 PREPARE AND STAIN CONCRETE SQFT 107.1100 18,208.70 170.000 18,208 091 STAIN GALVANIZED SURFACES (LS) LS 58,450.0000 58,450.00 0.000 0 092 ROCK STAIN SQFT 32.3300 21,661.10 668.000 21,596 093 REMOVE FENCE LF 5.0000 33,700.00 0.000 0 094 REMOVE PAVEMENT MARKER EA 1.0000 1,250.00 1,272.000 1,272 095 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 12/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J9704 TIME 10:31 AM ESTIMATE NO. 007 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 12/20/25 R.E. NAME: MICHAEL SCHMIDT DATE OF THIS ESTIMATE 12/22/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,921 118 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 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 0.446 14,184.58 0.446 14,184 PROGRAM CAS145 PAGE 6 DATE 12/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J9704 TIME 10:31 AM ESTIMATE NO. 007 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 12/20/25 R.E. NAME: MICHAEL SCHMIDT DATE OF THIS ESTIMATE 12/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,599,797.36 5,016,798.88 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 22,685.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,599,797.36 5,039,484.18 124 MOBILIZATION LS 448,500.0000 448,500.00 1.000 448,500 ORIGINAL CONTRACT AMOUNT 6,697,059.30 TOTAL WORK COMPLETED 1,599,797.36 5,487,984.18 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -30,000.00 -42,335.50 TOTAL 1,569,797.36 5,445,648.68 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 12/09/26 110 28 0 0 79% 81% PROGRESS IS SATISFACTORY MICHAEL SCHMIDT RESIDENT ENGINEER