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 08/29/22 EST. NO. 013 TIME 03:47 PM R.E. NAME: OSHITA, STAN 10-1C0404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0003 10,000.00 E.W. @ F.A.(+) 081722 N 0001 0 0004 4,750.00 081722 N 0004 0 011 0003 23,839.20 E.W. @ F.A.(+) 081522 N 0003 0 012 0023 9,127.35 E.W. @ F.A.(+) 081822 N 0023 0 47,716.55 TOTAL THIS ESTIMATE 1,348,107.20 TOTAL PREVIOUS ESTIMATE 1,395,823.75 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 08/29/22 EST. NO. 013 TIME 03:47 PM R.E. NAME: OSHITA, STAN 10-1C0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 010 MISING CEM-4401 -10,000.00 011 MISSING CEM-2402 -10,000.00 011 RECD CEM-4401 10,000.00 013 RECD FINAL CEM-4401 10,000.00 013 RECD FINAL 2402F 10,000.00 013 30,000.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 004 MISSING PAYROLLS -10,000.00 005 MISSING PAYROLLS -10,000.00 006 RECD PAYROLLS EST 6 10,000.00 007 MISSING PAYROLLS -10,000.00 009 RECD PAYROLLS EST 4 10,000.00 010 RECD PAYROLLS EST 5 10,000.00 010 MISSING PAYROLLS -10,000.00 011 RECD PAYROLLS EST 9 10,000.00 013 RECD PAYROLLS EST 11 10,000.00 013 20,000.00 0.00 TOTAL DEDUCTIONS 50,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/29/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C0404 TIME 03:47 PM ESTIMATE NO. 013 BID OPENING 09/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/13/22 R.E. NAME: OSHITA, STAN DATE OF THIS ESTIMATE 08/29/22 LOCATION FINAL ESTIMATE 10-MPA-49-0.3/18.5 -------------- A. TEICHERT & SON INC. DBA IN MARIPOSA COUNTY IN AND NEAR TEICHERT CONSTRUCTION MARIPOSA CITY FROM MADERA/MARIPOSA 400 SUNRISE AVE. SUITE 300; COUNTY LINE TO SOUTH JUNCTION OF ROSEVILLE CA 95661 STATE ROUTE 49/140 FED. AID NO. ACST-P049(184)E PAVEMENT PRESERVATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.250 625 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 320,000.00 170.000 340,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 30,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 20,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 13,300.0000 13,300.00 1.000 13,300 007 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 1.000 650,000 008 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,550.00 25.000 1,250 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 16,000.0000 48,000.00 3.000 48,000 010 TEMPORARY RAILING (TYPE K) LF 19.0000 147,820.00 3,890.000 73,910 011 TEMPORARY CRASH CUSHION MODULE EA 350.0000 14,700.00 21.000 7,350 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,000.0000 46,000.00 12.000 24,000 013 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 40.0000 12,800.00 320.000 12,800 DAY 014 JOB SITE MANAGEMENT LS 24,409.5000 24,409.50 1.000 24,409 015 PREPARE WATER POLLUTION CONTROL PROGRAM LS 635.0000 635.00 1.000 635 016 MOVE-IN/MOVE-OUT EA 760.0000 9,120.00 2.000 1,520 (TEMPORARY EROSION CONTROL) 017 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 40,500.00 266.000 39,900 018 TEMPORARY FIBER ROLL LF 4.0000 40,800.00 10,154.000 40,616 019 TEMPORARY SILT FENCE LF 5.0000 3,650.00 725.000 3,625 020 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 24,000.00 4.000 8,000 021 STREET SWEEPING LS 150,000.0000 150,000.00 1.000 150,000 022 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 08/29/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C0404 TIME 03:47 PM ESTIMATE NO. 013 BID OPENING 09/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/13/22 R.E. NAME: OSHITA, STAN DATE OF THIS ESTIMATE 08/29/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3500 15,645.00 0.000 0 STRIPE (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 0.1000 5,590.00 45,450.000 4,545 025 TEMPORARY HIGH-VISIBILITY FENCE LF 3.5000 16,905.00 4,825.000 16,887 026 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 1.000 25,000 027 SHOULDER BACKING TON 75.0000 240,750.00 5,780.000 433,500 028 IMPORTED BORROW (CY) CY 2,700.0000 27,000.00 10.000 27,000 029 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 760.0000 9,120.00 1.000 760 030 DRY SEED (SQFT) SQFT 0.0700 4,788.00 41,040.000 2,872 031 HYDROMULCH SQFT 0.0500 3,420.00 41,040.000 2,052 032 FULL WIDTH SEGMENT CORRECTION EA 1,350.0000 44,550.00 0.000 0 033 PARTIAL WIDTH SEGMENT CORRECTION EA 1,210.0000 47,190.00 0.000 0 034 REPLACE ASPHALT CONCRETE SURFACING CY 225.0000 533,250.00 2,775.000 624,375 035 HOT MIX ASPHALT (TYPE A) TON 110.0000 653,400.00 5,700.630 627,069 036 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 5,010,000.00 42,176.000 4,217,600 037 DATA CORE LS 1,000.0000 1,000.00 1.000 1,000 038 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2500 77,000.00 59,519.000 74,398 039 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 1,912.50 1,970.000 2,462 040 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.2500 2,987.50 2,102.000 2,627 041 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 73,500.00 55,934.000 69,917 042 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 2,350.00 2,039.000 2,548 043 PLACE HOT MIX ASPHALT SQYD 29.0000 152,540.00 5,230.000 151,670 (MISCELLANEOUS AREA) 044 TACK COAT TON 1,400.0000 168,000.00 136.050 190,470 045 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 10.0000 6,600.00 660.000 6,600 046 REMOVE ASPHALT CONCRETE DIKE LF 0.6000 75,600.00 116,965.000 70,179 047 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 157,050.00 24,943.000 112,243 048 REMOVE BASE AND SURFACING CY 75.0000 3,375.00 45.000 3,375 049 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 540.00 0.300 540 (F) PROGRAM CAS145 PAGE 3 DATE 08/29/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C0404 TIME 03:47 PM ESTIMATE NO. 013 BID OPENING 09/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/13/22 R.E. NAME: OSHITA, STAN DATE OF THIS ESTIMATE 08/29/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 18" CORRUGATED STEEL PIPE (.079" THICK) LF 360.0000 900.00 2.500 900 051 FLUME DOWNDRAIN LF 60.0000 69,000.00 1,190.000 71,400 052 15" ENTRANCE TAPER EA 650.0000 650.00 1.000 650 053 TAPERED INLET EA 500.0000 24,000.00 31.000 15,500 054 36" CORRUGATED STEEL PIPE INLET LF 800.0000 2,400.00 3.000 2,400 (.109" THICK) 055 ABANDON DOWNDRAIN EA 2,400.0000 16,800.00 7.000 16,800 056 REMOVE ENTRANCE TAPER EA 140.0000 6,440.00 33.000 4,620 057 REMOVE OVERSIDE DRAIN EA 260.0000 57,200.00 102.000 26,520 058 REMOVE DOWNDRAIN (EA) EA 560.0000 2,240.00 4.000 2,240 059 REMOVE INLET EA 785.0000 785.00 1.000 785 060 ADJUST INLET EA 1,250.0000 11,250.00 22.000 27,500 061 ROCK SLOPE PROTECTION CY 325.0000 4,550.00 4.450 1,446 (60 LB, CLASS II, METHOD B) (CY) 062 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.5000 357.00 13.780 117 063 STAIN GALVANIZED SURFACES (LS) LS 180,000.0000 180,000.00 1.000 180,000 064 REMOVE PAVEMENT MARKER EA 1.0000 6,910.00 6,910.000 6,910 065 GUARD RAILING DELINEATOR EA 14.0000 966.00 69.000 966 066 PAVEMENT MARKER EA 6.5000 44,915.00 6,910.000 44,915 (RETROREFLECTIVE-RECESSED) 067 OBJECT MARKER (TYPE L-1) EA 55.0000 330.00 6.000 330 068 REMOVE MARKER EA 35.0000 245.00 7.000 245 069 REMOVE ROADSIDE SIGN EA 55.0000 605.00 11.000 605 070 REMOVE ROADSIDE SIGN PANEL EA 30.0000 30.00 1.000 30 071 RESET MILEPOST MARKER EA 30.0000 30.00 1.000 30 072 RELOCATE MARKER EA 30.0000 60.00 2.000 60 073 RELOCATE ROADSIDE SIGN EA 120.0000 240.00 2.000 240 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 900.00 90.000 900 (0.063"-UNFRAMED) 075 ROADSIDE SIGN - ONE POST EA 360.0000 3,960.00 11.000 3,960 076 INSTALL ROADSIDE SIGN PANEL ON EA 55.0000 55.00 1.000 55 EXISTING POST PROGRAM CAS145 PAGE 4 DATE 08/29/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C0404 TIME 03:47 PM ESTIMATE NO. 013 BID OPENING 09/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/13/22 R.E. NAME: OSHITA, STAN DATE OF THIS ESTIMATE 08/29/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 28.0000 38,640.00 1,675.000 46,900 078 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 33.0000 121,770.00 3,462.500 114,262 079 VEGETATION CONTROL (MINOR CONCRETE) SQYD 64.0000 99,840.00 2,446.000 156,544 080 TRANSITION RAILING (TYPE WB-31) EA 3,700.0000 40,700.00 11.000 40,700 081 END CAP (TYPE A) EA 300.0000 300.00 1.000 300 082 END ANCHOR ASSEMBLY (TYPE SFT) EA 850.0000 850.00 2.000 1,700 083 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,450.0000 100,050.00 29.000 100,050 084 CONCRETE BARRIER TRANSITION LF 1,700.0000 85,000.00 44.800 76,160 (F) 085 REMOVE GUARDRAIL LF 3.0000 12,360.00 4,120.000 12,360 086 ADJUST GUARDRAIL LF 6.0000 4,200.00 712.500 4,275 087 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1500 43,350.00 289,000.000 43,350 088 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.7500 9,597.50 3,490.000 9,597 089 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 2,136.00 0.000 0 090 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 6,980.00 0.000 0 091 6" RUMBLESTRIP (ASPHALT CONCRETE STA 15.0000 21,150.00 1,410.000 21,150 PAVEMENT-SINUSOIDAL) 092 12" RUMBLESTRIP (ASPHALT CONCRETE STA 15.0000 13,050.00 870.000 13,050 PAVEMENT-SINUSOIDAL) 093 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 450.0000 450.00 1.000 450 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 5 DATE 08/29/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C0404 TIME 03:47 PM ESTIMATE NO. 013 BID OPENING 09/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/13/22 R.E. NAME: OSHITA, STAN DATE OF THIS ESTIMATE 08/29/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 9,165,607.98 ADJUSTMENT OF COMPENSATION 0.00 545,830.52 EXTRA WORK 47,716.55 849,993.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 47,716.55 10,561,431.73 094 MOBILIZATION LS 896,311.0000 896,311.00 1.000 896,311 ORIGINAL CONTRACT AMOUNT 10,897,400.00 TOTAL WORK COMPLETED 47,716.55 11,457,742.73 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 50,000.00 0.00 TOTAL 97,716.55 11,457,742.73 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/19/20 160 11/03/20 04/05/21 04/13/22 155 0 0 203 100% 100% OSHITA, STAN RESIDENT ENGINEER