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 05/23/25 EST. NO. 009 TIME 12:05 PM R.E. NAME: MICAHEL R GARRETT 06-0X2604 --------------------------------------------------------------------------- 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 05/23/25 EST. NO. 009 TIME 12:05 PM R.E. NAME: MICAHEL R GARRETT 06-0X2604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM 2406/04 -10,000.00 003 MISSING CEM 2410 -10,000.00 003 B2GNOW NONCOMPLIANCE -10,000.00 005 MISSING CEM 2406&04 -10,000.00 005 MISSING CEM 2410S -50,000.00 005 B2GNOW NONCOMPLIANCE -10,000.00 006 DBE NONCOMPLIANCE -1,400.00 006 MISSING CEM 2410 CUF -50,000.00 006 MISSING CEM 2404&06 -10,000.00 006 REC CEM 2406&2404 10,000.00 007 DBE COMPLIANCE 1,400.00 008 MISSING CEM 2406&04 -10,000.00 009 -10,000.00 -160,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,500.00 002 MISSING PAYROLLS -10,000.00 003 RECD MISSING PAYROLL 2,500.00 003 MISSING PAYROLLS -2,500.00 004 MISSING PAYROLLS -10,000.00 005 RECD MISSING PAYROLL 2,500.00 005 RECD MISSING PAYROLL 20,000.00 006 MISSING PAYROLL -10,000.00 008 RECD MISSING PAYROLL 10,000.00 009 10,000.00 0.00 TOTAL DEDUCTIONS 0.00 -160,000.00 PROGRAM CAS145 PAGE 1 DATE 05/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2604 TIME 12:05 PM ESTIMATE NO. 009 BID OPENING 01/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: MICAHEL R GARRETT DATE OF THIS ESTIMATE 05/23/25 LOCATION PROGRESS ESTIMATE 06-TUL-198-1.6/43.9 ----------------- TEICHERT CONSTRUCTION TULARE COUNTY IN AND NEAR VISALIA AT 3500 AMERICAN RIVER DR VARIOUS LOCATIONS FROM 1.6 MILES EAST OF SACRAMENTO CA 95864 KINGS COUNTY LINE TO 0.2 MILE WEST OF SEQUOIA NATIONAL PARK BOUNDARY FED. AID NO. ACNH-P198(82)E REMOVE, INSTALL, AND REPAIR DRAINAGE FACIL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 2,500.0000 2,500.00 0.750 1,875 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,150.0000 602,000.00 23.000 49,450.00 148.000 318,200 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 1.000 30,000 007 CONSTRUCTION AREA SIGNS LS 98,500.0000 98,500.00 0.500 49,250 008 TRAFFIC CONTROL SYSTEM LS 1,173,000.9800 1,173,000.98 0.080 93,840.08 0.530 621,690 009 TRAFFIC CONTROL SUPERVISOR DAY 1,300.0000 260,000.00 1.000 1,300.00 124.000 161,200 010 FLASHING ARROW SIGN EA 525.0000 18,900.00 0.000 0 011 TYPE III BARRICADE EA 115.0000 1,035.00 0.000 0 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.8400 48,944.00 0.000 0 013 CHANNELIZER (SURFACE MOUNTED) EA 56.0000 55,440.00 144.000 8,064.00 144.000 8,064 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 180.0000 72,000.00 12.000 2,160.00 12.000 2,160 SYSTEM DAY 015 TEMPORARY PAVEMENT MARKER EA 7.0000 7,910.00 0.000 0 016 TEMPORARY BARRIER SYSTEM LF 30.0000 303,000.00 2,520.000 75,600.00 2,520.000 75,600 017 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 85,000.0000 85,000.00 0.080 6,800.00 0.530 45,050 018 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 4,430.0000 239,220.00 12.000 53,160.00 12.000 53,160 019 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 3,000.0000 51,000.00 0.000 0 SYSTEM 020 JOB SITE MANAGEMENT LS 68,000.0000 68,000.00 0.080 5,440.00 0.530 36,040 021 STORMWATER POLLUTION PREVENTION PLAN LS 5,000.0000 5,000.00 0.500 2,500 022 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.9000 97,200.00 0.000 0 MATRIX) PROGRAM CAS145 PAGE 2 DATE 05/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2604 TIME 12:05 PM ESTIMATE NO. 009 BID OPENING 01/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: MICAHEL R GARRETT DATE OF THIS ESTIMATE 05/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 27,300.00 48.000 14,400 024 TEMPORARY FIBER ROLL LF 6.5500 72,050.00 10,882.000 71,277 025 TEMPORARY GRAVEL BAG BERM LF 36.0000 15,840.00 119.000 4,284 026 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 36,000.00 0.000 0 027 STREET SWEEPING LS 250,000.0000 250,000.00 0.150 37,500.00 0.530 132,500 028 TEMPORARY CONCRETE WASHOUT LS 22,000.0000 22,000.00 0.080 1,760.00 0.530 11,660 029 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 450.0000 1,350.00 0.000 0 030 WATER QUALITY MONITORING REPORT EA 400.0000 7,200.00 0.000 0 031 WATER QUALITY ANNUAL REPORT EA 900.0000 1,800.00 0.000 0 032 TREATED WOOD WASTE LB 1.5000 1,410.00 0.000 0 033 TEMPORARY HIGH-VISIBILITY FENCE LF 9.5000 15,200.00 1,482.000 14,079 034 CLEARING AND GRUBBING (LS) LS 56,000.0000 56,000.00 0.080 4,480.00 0.530 29,680 035 ROADWAY EXCAVATION CY 207.0000 113,850.00 434.100 89,858 036 DITCH EXCAVATION CY 2,400.0000 3,360.00 1.400 3,360 037 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 7,500.00 0.000 0 038 HYDROSEED SQFT 0.1100 7,590.00 0.000 0 039 CLASS 2 AGGREGATE BASE (CY) CY 1,310.0000 123,140.00 0.000 0 040 HOT MIX ASPHALT (TYPE A) TON 715.0000 386,100.00 401.490 287,065 041 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 042 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 566.0000 3,396.00 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 390.0000 3,510.00 0.000 0 044 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 130.0000 4,550.00 0.000 0 045 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 110.0000 5,060.00 21.000 2,310.00 105.200 11,572 046 TACK COAT TON 1,750.0000 1,400.00 0.030 52.50 0.649 1,135 047 REMOVE ASPHALT CONCRETE DIKE LF 50.0000 4,350.00 66.500 3,325 048 STRUCTURAL CONCRETE, HEADWALL CY 4,900.0000 573,300.00 74.500 365,050 (F) 049 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,700.0000 218,700.00 8.160 22,032.00 22.080 59,616 (F) PROGRAM CAS145 PAGE 3 DATE 05/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2604 TIME 12:05 PM ESTIMATE NO. 009 BID OPENING 01/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: MICAHEL R GARRETT DATE OF THIS ESTIMATE 05/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONCRETE BACKFILL (PIPE TRENCH) CY 300.0000 351,900.00 20.680 6,204.00 564.780 169,434 (F) 051 STRESS REDUCING SLAB CY 140.0000 134,400.00 325.900 45,626 052 8" PLASTIC PIPE (WALL DRAIN) LF 310.0000 3,720.00 12.000 3,720 053 18" REINFORCED CONCRETE PIPE LF 315.0000 97,650.00 198.000 62,370 054 24" REINFORCED CONCRETE PIPE TRENCHLESS LF 1,235.0000 1,877,200.00 325.000 401,375.00 325.000 401,375 INSTALLATION METHOD 055 24" REINFORCED CONCRETE PIPE LF 420.0000 1,058,400.00 2,100.000 882,000 056 36" REINFORCED CONCRETE PIPE LF 540.0000 28,620.00 48.000 25,920 057 48" REINFORCED CONCRETE PIPE LF 560.0000 38,080.00 64.000 35,840 058 DRAINAGE INLET MARKER EA 120.0000 6,480.00 0.000 0 059 36" CORRUGATED STEEL PIPE INLET (.079" LF 1,200.0000 15,600.00 12.400 14,880 THICK) 060 24" CONCRETE FLARED END SECTION EA 3,800.0000 106,400.00 1.000 3,800.00 28.000 106,400 061 48" CONCRETE FLARED END SECTION EA 16,000.0000 16,000.00 1.000 16,000 062 36" PRECAST CONCRETE PIPE INLET LF 765.0000 40,545.00 58.900 45,058 063 INLET DEPRESSION EA 2,100.0000 63,000.00 5.000 10,500.00 9.500 19,950 064 24" EPDM RUBBER PIPE JOINT SEAL EA 5,500.0000 5,500.00 0.000 0 065 ABANDON CULVERT (LF) LF 22.0000 45,540.00 466.000 10,252.00 677.000 14,894 066 ABANDON DRAINAGE STRUCTURE (JUNCTION EA 7,000.0000 7,000.00 1.000 7,000.00 1.000 7,000 STRUCTURE) 067 ABANDON INLET EA 1,500.0000 9,000.00 0.000 0 068 REMOVE OVERSIDE DRAIN EA 1,500.0000 1,500.00 1.000 1,500 069 REMOVE PIPE (LF) LF 16.0000 40,960.00 44.000 704.00 2,092.500 33,480 070 REMOVE INLET EA 800.0000 28,000.00 5.000 4,000.00 15.000 12,000 071 REMOVE HEADWALL EA 1,100.0000 34,100.00 2.000 2,200.00 42.000 46,200 072 REMOVE FLARED END SECTION (EA) EA 1,020.0000 4,080.00 1.000 1,020.00 4.000 4,080 073 CLEANING, INSPECTING, AND PREPARING LF 37.0000 166,870.00 3,473.300 128,512.10 5,831.400 215,761 CULVERT (LF) 074 12" CURED-IN-PLACE PIPELINER LF 359.2200 64,659.60 47.400 17,027.03 138.200 49,644 075 18" CURED-IN-PLACE PIPELINER LF 285.3200 359,503.20 735.200 209,767.26 901.200 257,130 076 24" CURED-IN-PLACE PIPELINER LF 215.7600 567,448.80 1,362.200 293,908.27 1,788.900 385,973 PROGRAM CAS145 PAGE 4 DATE 05/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2604 TIME 12:05 PM ESTIMATE NO. 009 BID OPENING 01/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: MICAHEL R GARRETT DATE OF THIS ESTIMATE 05/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 36" CURED-IN-PLACE PIPELINER LF 348.5100 97,582.80 287.900 100,336 078 42" CURED-IN-PLACE PIPELINER LF 460.5500 78,293.50 163.000 75,069 079 ROCK SLOPE PROTECTION (150 LB, CLASS CY 330.0000 14,850.00 44.450 14,668 III, METHOD B) (CY) 080 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 470.0000 19,740.00 46.900 22,043 METHOD B) (CY) 081 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 60.0000 21,000.00 359.200 21,552 082 MINOR CONCRETE (CURB AND GUTTER) CY 6,200.0000 2,480.00 0.300 1,860 083 MINOR CONCRETE (SIDEWALK) CY 6,650.0000 3,325.00 0.000 0 084 MISCELLANEOUS IRON AND STEEL LB 3.7500 51,360.00 1,434.000 5,377.50 5,177.000 19,413 (F) 085 RESET FENCE LF 210.0300 12,601.80 10.000 2,100 086 REMOVE PAVEMENT MARKER EA 24.4900 14,204.20 0.000 0 087 RESET MARKERS AND DELINEATORS EA 56.1200 3,703.92 64.000 3,591.68 67.000 3,760 088 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.1400 4,712.40 0.000 0 089 RESET MILEPOST MARKER EA 61.2200 61.22 0.000 0 090 RELOCATE ROADSIDE SIGN-ONE POST EA 392.8600 785.72 2.000 785 091 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 95.0000 19,000.00 487.000 46,265.00 487.000 46,265 092 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 125.0000 50,000.00 0.000 0 093 REMOVE GUARDRAIL LF 45.0000 27,000.00 587.000 26,415.00 587.000 26,415 094 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5300 45.90 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 095 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5300 40,698.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 096 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.0800 4,406.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 097 8" THERMOPLASTIC TRAFFIC STRIPE LF 153.0600 918.36 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 098 12" THERMOPLASTIC TRAFFIC STRIPE LF 204.0800 1,224.48 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 099 12" RUMBLE STRIP (ASPHALT CONCRETE STA 9,648.8600 19,297.72 0.000 0 PAVEMENT) 100 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 101 SAND BACKFILL CY 231.0000 60,060.00 21.200 4,897.20 44.400 10,256 PROGRAM CAS145 PAGE 5 DATE 05/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2604 TIME 12:05 PM ESTIMATE NO. 009 BID OPENING 01/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: MICAHEL R GARRETT DATE OF THIS ESTIMATE 05/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,546,764.62 5,714,414.75 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,546,764.62 5,714,414.75 102 MOBILIZATION LS 1,200,000.0000 1,200,000.00 0.950 1,140,000 ORIGINAL CONTRACT AMOUNT 12,142,114.00 TOTAL WORK COMPLETED 1,546,764.62 6,854,414.75 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -160,000.00 TOTAL 1,546,764.62 6,694,414.75 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 05/13/24 280 09/04/24 00/00/00 12/02/25 148 28 0 0 56% 53% PROGRESS IS SATISFACTORY MICAHEL R GARRETT RESIDENT ENGINEER