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. 004 TIME 11:40 AM R.E. NAME: MICHAEL R GARRETT 06-0X0604 --------------------------------------------------------------------------- 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 08/25/25 EST. NO. 004 TIME 11:40 AM R.E. NAME: MICHAEL R GARRETT 06-0X0604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE B2GNOW NONCOMPLIANCE -10,000.00 003 MISSING CEM 2410 -10,000.00 003 0.00 -20,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 004 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X0604 TIME 11:40 AM ESTIMATE NO. 004 BID OPENING 01/09/24 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 R GARRETT DATE OF THIS ESTIMATE 08/25/25 LOCATION PROGRESS ESTIMATE 06-FRE-198-0.5/19.5 ----------------- A. TEICHERT & SON INC DBA FRESNO COUNTY AT VARIOUS LOCATIONS FROM TEICHERT CONSTRUCTION 1.3 MILES WEST OF WARTHAN CREEK 400 SUNRISE BLVD. SUITE 300 OVERCROSSING TO 1.7 MILES WEST OF ROSEVILLE CA 95661 FIRESTONE AVENUE FED. AID NO. ACST-S198(77)E REMOVE AND REPLACE CULVERTS AND CURED IN P ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.100 250.00 0.200 500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 585,000.00 2.000 6,000.00 40.000 120,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 1.000 2,000.00 2.000 4,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.004 80.00 0.662 13,240 007 TRAFFIC CONTROL SYSTEM LS 1,262,805.1600 1,262,805.16 0.010 12,628.05 0.195 246,247 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 0.010 500.00 0.195 9,750 009 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.010 500.00 0.205 10,250 010 WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 1.000 2,500 011 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 4,000.00 2.000 400.00 8.000 1,600 012 TEMPORARY FIBER ROLL LF 6.0000 34,320.00 1,725.000 10,350.00 4,585.000 27,510 013 STREET SWEEPING LS 50,000.0000 50,000.00 0.010 500.00 0.205 10,250 014 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.000 0 015 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 9,000.00 0.000 0 016 WATER QUALITY MONITORING REPORT EA 400.0000 2,000.00 0.000 0 017 WATER QUALITY ANNUAL REPORT EA 800.0000 800.00 0.000 0 018 TEMPORARY CREEK DIVERSION SYSTEMS LS 60,000.0000 60,000.00 0.000 0 019 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 0.010 1,000.00 0.205 20,500 020 DITCH EXCAVATION CY 100.0000 150,000.00 134.950 13,495 021 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,490.0000 8,940.00 0.000 0 022 HYDROMULCH SQFT 0.2400 20,088.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X0604 TIME 11:40 AM ESTIMATE NO. 004 BID OPENING 01/09/24 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 R GARRETT 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 HYDROSEED SQFT 0.5000 41,850.00 0.000 0 024 CLASS 2 AGGREGATE BASE (CY) CY 310.0000 108,500.00 0.000 0 025 HOT MIX ASPHALT (TYPE A) TON 650.0000 390,000.00 71.970 46,780 026 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 125.0000 1,000.00 0.000 0 027 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 125.0000 5,875.00 0.000 0 028 TACK COAT TON 1,600.0000 800.00 0.000 0 029 STRUCTURAL CONCRETE, BOX CULVERT CY 2,400.0000 146,400.00 0.000 0 (F) 030 STRUCTURAL CONCRETE, HEADWALL CY 3,600.0000 864,000.00 0.000 0 (F) 031 BAR REINFORCING STEEL LB 5.0000 35,175.00 0.000 0 (F) 032 BAR REINFORCING STEEL (BOX CULVERT) LB 1.3000 8,743.80 0.000 0 (F) 033 24" ALTERNATIVE PIPE CULVERT LF 400.0000 36,000.00 0.000 0 034 30" ALTERNATIVE PIPE CULVERT LF 425.0000 29,750.00 0.000 0 035 CONCRETE BACKFILL (PIPE TRENCH) CY 1,000.0000 57,000.00 4.840 4,840 (F) 036 18" REINFORCED CONCRETE PIPE LF 410.0000 33,620.00 0.000 0 037 24" REINFORCED CONCRETE PIPE LF 380.0000 558,600.00 306.000 116,280 038 24" REINFORCED CONCRETE PIPE TRENCHLESS LF 1,600.0000 113,600.00 0.000 0 INSTALLATION METHOD 039 30" REINFORCED CONCRETE PIPE LF 360.0000 93,600.00 128.000 46,080 040 36" REINFORCED CONCRETE PIPE LF 410.0000 131,200.00 80.000 32,800 041 42" REINFORCED CONCRETE PIPE LF 400.0000 23,600.00 0.000 0 042 60" REINFORCED CONCRETE PIPE LF 825.0000 56,100.00 0.000 0 043 30" REINFORCED CONCRETE PIPE TRENCHLESS LF 1,500.0000 240,000.00 0.000 0 INSTALLATION METHOD 044 24" CORRUGATED STEEL PIPE (.138" THICK) LF 375.0000 41,250.00 0.000 0 045 30" CORRUGATED STEEL PIPE (.138" THICK) LF 510.0000 22,950.00 0.000 0 046 36" CORRUGATED STEEL PIPE (.168" THICK) LF 550.0000 36,300.00 0.000 0 047 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 200.0000 82,000.00 0.000 0 (.079" THICK) 048 24" ANCHOR ASSEMBLY EA 1,100.0000 15,400.00 0.000 0 049 36" CORRUGATED STEEL PIPE INLET (.168" LF 900.0000 47,700.00 6.200 5,580 THICK) PROGRAM CAS145 PAGE 3 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X0604 TIME 11:40 AM ESTIMATE NO. 004 BID OPENING 01/09/24 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 R GARRETT 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 18" STEEL FLARED END SECTION EA 2,000.0000 12,000.00 0.000 0 051 24" STEEL FLARED END SECTION EA 2,300.0000 43,700.00 0.000 0 052 30" STEEL FLARED END SECTION EA 3,000.0000 9,000.00 0.000 0 053 48" STEEL FLARED END SECTION EA 3,500.0000 10,500.00 0.000 0 054 18" CONCRETE FLARED END SECTION EA 1,800.0000 7,200.00 0.000 0 055 24" CONCRETE FLARED END SECTION EA 2,000.0000 80,000.00 9.000 18,000 056 30" CONCRETE FLARED END SECTION EA 2,500.0000 10,000.00 0.000 0 057 36" CONCRETE FLARED END SECTION EA 2,900.0000 34,800.00 4.000 11,600 058 42" CONCRETE FLARED END SECTION EA 3,300.0000 3,300.00 0.000 0 059 36" PRECAST CONCRETE PIPE INLET LF 1,300.0000 63,700.00 8.800 11,440 060 ABANDON CULVERT (LF) LF 40.0000 42,800.00 0.000 0 061 REMOVE DOWNDRAIN (EA) EA 1,200.0000 1,200.00 0.000 0 062 REMOVE INLET EA 1,600.0000 11,200.00 1.000 1,600 063 REMOVE HEADWALL EA 3,000.0000 54,000.00 3.000 9,000 064 REMOVE FLARED END SECTION (EA) EA 1,000.0000 12,000.00 1.000 1,000 065 CLEANING, INSPECTING, AND PREPARING LF 25.0000 56,500.00 0.000 0 CULVERT (LF) 066 CULVERT CONTACT GROUTING CY 28,000.0000 120,400.00 0.000 0 067 CONCRETE INVERT PAVING CY 1,467.0000 73,350.00 0.000 0 068 SAND BACKFILL CY 300.0000 36,000.00 0.000 0 069 18" CURED-IN-PLACE PIPELINER LF 260.0000 91,000.00 0.000 0 070 24" CURED-IN-PLACE PIPELINER LF 280.0000 313,600.00 0.000 0 071 30" CURED-IN-PLACE PIPELINER LF 350.0000 199,500.00 0.000 0 072 48" CURED-IN-PLACE PIPELINER LF 650.0000 149,500.00 0.000 0 073 ROCK SLOPE PROTECTION (3/8 T, CLASS VI, CY 210.0000 8,400.00 0.000 0 METHOD B) (CY) 074 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 220.0000 7,040.00 0.000 0 METHOD B) (CY) 075 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 240.0000 14,160.00 0.000 0 METHOD B) (CY) 076 ROCK SLOPE PROTECTION (150 LB, CLASS CY 250.0000 42,500.00 0.000 0 III, METHOD B) (CY) PROGRAM CAS145 PAGE 4 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X0604 TIME 11:40 AM ESTIMATE NO. 004 BID OPENING 01/09/24 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 R GARRETT 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 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 310.0000 89,900.00 42.000 13,020 METHOD B) (CY) 078 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 50.0000 70,600.00 146.800 7,340 079 MISCELLANEOUS IRON AND STEEL LB 10.0000 37,660.00 430.000 4,300 (F) 080 TEMPORARY FENCE (WILDLIFE EXCLUSION LF 14.0000 614,600.00 0.000 0 CALIFORNIA TIGER SALAMANDER) 081 PAVEMENT MARKER (RETROREFLECTIVE) EA 25.0000 2,350.00 0.000 0 082 OBJECT MARKER EA 110.0000 17,600.00 0.000 0 083 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 141.0000 14,100.00 0.000 0 084 VEGETATION CONTROL (MINOR CONCRETE) SQYD 366.0000 16,470.00 0.000 0 085 CABLE RAILING LF 144.0000 21,024.00 0.000 0 (F) 086 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 7,745.0000 7,745.00 0.000 0 087 REMOVE GUARDRAIL LF 71.0000 7,100.00 0.000 0 088 6" THERMOPLASTIC TRAFFIC STRIPE LF 11.2000 728.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 089 6" THERMOPLASTIC TRAFFIC STRIPE LF 67.4000 674.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 090 PAINT TRAFFIC STRIPE (1-COAT) LF 2.3000 851.00 0.000 0 091 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.1200 4,031.04 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 092 6" RUMBLE STRIP (ASPHALT CONCRETE STA 2,100.0000 8,400.00 0.000 0 PAVEMENT) PROGRAM CAS145 PAGE 5 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X0604 TIME 11:40 AM ESTIMATE NO. 004 BID OPENING 01/09/24 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 R GARRETT 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 34,208.05 810,702.51 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 275,349.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 34,208.05 1,086,052.37 093 MOBILIZATION LS 890,000.0000 890,000.00 0.750 667,500 ORIGINAL CONTRACT AMOUNT 8,972,350.00 TOTAL WORK COMPLETED 34,208.05 1,753,552.37 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -30,000.00 TOTAL 24,208.05 1,723,552.37 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 06/07/24 195 00/00/00 00/00/00 04/10/26 39 36 0 0 20% 20% PROGRESS IS SATISFACTORY MICHAEL R GARRETT RESIDENT ENGINEER