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 11/19/24 EST. NO. 003 TIME 02:38 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 11/19/24 EST. NO. 003 TIME 02:38 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 -20,000.00 -20,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,500.00 002 MISSING PAYROLLS -10,000.00 003 RECD MISSING PAYROLL 2,500.00 003 -7,500.00 -10,000.00 TOTAL DEDUCTIONS -27,500.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2604 TIME 02:38 PM ESTIMATE NO. 003 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 11/20/24 R.E. NAME: MICAHEL R GARRETT DATE OF THIS ESTIMATE 11/19/24 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 0.250 625 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,150.0000 602,000.00 22.000 47,300.00 54.000 116,100 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 1.000 6,000.00 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 30,000.00 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 0.190 222,870 009 TRAFFIC CONTROL SUPERVISOR DAY 1,300.0000 260,000.00 33.000 42,900.00 33.000 42,900 010 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 0.000 0 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 180.0000 72,000.00 0.000 0 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 0.000 0 017 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 85,000.0000 85,000.00 0.080 6,800.00 0.190 16,150 018 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 4,430.0000 239,220.00 0.000 0 019 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 0.190 12,920.00 0.190 12,920 021 STORMWATER POLLUTION PREVENTION PLAN LS 5,000.0000 5,000.00 0.500 2,500.00 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 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2604 TIME 02:38 PM ESTIMATE NO. 003 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 11/20/24 R.E. NAME: MICAHEL R GARRETT DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,833.000 70,956 025 TEMPORARY GRAVEL BAG BERM LF 36.0000 15,840.00 110.000 3,960 026 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 36,000.00 0.000 0 027 STREET SWEEPING LS 250,000.0000 250,000.00 0.190 47,500.00 0.190 47,500 028 TEMPORARY CONCRETE WASHOUT LS 22,000.0000 22,000.00 0.190 4,180.00 0.190 4,180 029 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 0.190 10,640.00 0.190 10,640 035 ROADWAY EXCAVATION CY 207.0000 113,850.00 0.000 0 036 DITCH EXCAVATION CY 2,400.0000 3,360.00 1.400 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 74.750 53,446.25 111.150 79,472 041 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 0.000 0 046 TACK COAT TON 1,750.0000 1,400.00 0.209 365.75 0.209 365 047 REMOVE ASPHALT CONCRETE DIKE LF 50.0000 4,350.00 24.000 1,200.00 24.000 1,200 048 STRUCTURAL CONCRETE, HEADWALL CY 4,900.0000 573,300.00 12.980 63,602.00 12.980 63,602 (F) 049 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,700.0000 218,700.00 4.600 12,420.00 4.600 12,420 (F) PROGRAM CAS145 PAGE 3 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2604 TIME 02:38 PM ESTIMATE NO. 003 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 11/20/24 R.E. NAME: MICAHEL R GARRETT DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 351,900.00 176.000 52,800.00 180.700 54,210 (F) 051 STRESS REDUCING SLAB CY 140.0000 134,400.00 25.000 3,500.00 60.000 8,400 052 8" PLASTIC PIPE (WALL DRAIN) LF 310.0000 3,720.00 0.000 0 053 18" REINFORCED CONCRETE PIPE LF 315.0000 97,650.00 82.000 25,830.00 82.000 25,830 054 24" REINFORCED CONCRETE PIPE TRENCHLESS LF 1,235.0000 1,877,200.00 0.000 0 INSTALLATION METHOD 055 24" REINFORCED CONCRETE PIPE LF 420.0000 1,058,400.00 264.500 111,090.00 537.500 225,750 056 36" REINFORCED CONCRETE PIPE LF 540.0000 28,620.00 53.000 28,620 057 48" REINFORCED CONCRETE PIPE LF 560.0000 38,080.00 0.000 0 058 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 0.000 0 THICK) 060 24" CONCRETE FLARED END SECTION EA 3,800.0000 106,400.00 3.000 11,400.00 8.000 30,400 061 48" CONCRETE FLARED END SECTION EA 16,000.0000 16,000.00 0.000 0 062 36" PRECAST CONCRETE PIPE INLET LF 765.0000 40,545.00 11.800 9,027.00 29.000 22,185 063 INLET DEPRESSION EA 2,100.0000 63,000.00 0.000 0 064 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 26.000 572.00 26.000 572 066 ABANDON DRAINAGE STRUCTURE (JUNCTION EA 7,000.0000 7,000.00 0.000 0 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 1,500.00 1.000 1,500 069 REMOVE PIPE (LF) LF 16.0000 40,960.00 244.500 3,912.00 576.500 9,224 070 REMOVE INLET EA 800.0000 28,000.00 3.000 2,400 071 REMOVE HEADWALL EA 1,100.0000 34,100.00 11.000 12,100.00 18.000 19,800 072 REMOVE FLARED END SECTION (EA) EA 1,020.0000 4,080.00 0.000 0 073 CLEANING, INSPECTING, AND PREPARING LF 37.0000 166,870.00 1,587.400 58,733 CULVERT (LF) 074 12" CURED-IN-PLACE PIPELINER LF 359.2200 64,659.60 90.800 32,617.18 90.800 32,617 075 18" CURED-IN-PLACE PIPELINER LF 285.3200 359,503.20 166.000 47,363.12 166.000 47,363 076 24" CURED-IN-PLACE PIPELINER LF 215.7600 567,448.80 426.700 92,064.79 426.700 92,064 PROGRAM CAS145 PAGE 4 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2604 TIME 02:38 PM ESTIMATE NO. 003 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 11/20/24 R.E. NAME: MICAHEL R GARRETT DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 97,582.80 287.900 100,336.03 287.900 100,336 078 42" CURED-IN-PLACE PIPELINER LF 460.5500 78,293.50 163.000 75,069.65 163.000 75,069 079 ROCK SLOPE PROTECTION (150 LB, CLASS CY 330.0000 14,850.00 0.000 0 III, METHOD B) (CY) 080 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 470.0000 19,740.00 0.000 0 METHOD B) (CY) 081 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 60.0000 21,000.00 0.000 0 082 MINOR CONCRETE (CURB AND GUTTER) CY 6,200.0000 2,480.00 0.000 0 083 MINOR CONCRETE (SIDEWALK) CY 6,650.0000 3,325.00 0.000 0 084 MISCELLANEOUS IRON AND STEEL LB 3.7500 51,360.00 693.000 2,598.75 693.000 2,598 (F) 085 RESET FENCE LF 210.0300 12,601.80 10.000 2,100.30 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 3.000 168.36 3.000 168 088 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 2.000 785.72 2.000 785 091 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 95.0000 19,000.00 0.000 0 092 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 125.0000 50,000.00 0.000 0 093 REMOVE GUARDRAIL LF 45.0000 27,000.00 0.000 0 094 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 1.700 392.70 1.700 392 PROGRAM CAS145 PAGE 5 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2604 TIME 02:38 PM ESTIMATE NO. 003 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 11/20/24 R.E. NAME: MICAHEL R GARRETT DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,024,201.68 1,670,571.74 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,024,201.68 1,670,571.74 102 MOBILIZATION LS 1,200,000.0000 1,200,000.00 0.250 300,000.00 0.750 900,000 ORIGINAL CONTRACT AMOUNT 12,142,114.00 TOTAL WORK COMPLETED 1,324,201.68 2,570,571.74 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -27,500.00 -30,000.00 TOTAL 1,296,701.68 2,540,571.74 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 10/20/25 54 0 0 0 21% 19% PROGRESS IS SATISFACTORY MICAHEL R GARRETT RESIDENT ENGINEER