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 08/22/22 EST. NO. 014 TIME 10:26 AM R.E. NAME: BRIAN WINTER 01-0F4704 --------------------------------------------------------------------------- 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 08/22/22 EST. NO. 014 TIME 10:26 AM R.E. NAME: BRIAN WINTER 01-0F4704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MATERIAL INSPECTION -5,000.00 002 0.00 -5,000.00 LABOR COMPLIANCE VIOLATION PER 8/21 LETTER -5,000.00 004 PER LTR DATED 12/21 -2,000.00 008 PER 1/22 LETTER -6,000.00 009 PER 2/22 LTR -10,000.00 010 RELEASE 12/21 DEDUCT 2,000.00 010 RELEASE 1/22 DEDUCT 6,000.00 010 RELEASE 8/21 DEDUCT 5,000.00 010 PER LTR 4/22 DEDUCT -2,000.00 011 5/22 LTR DEDUCT -3,000.00 012 PER 8/22 LTR DEDUCT -10,000.00 014 RELEASE 2/22 DEDUCT 10,000.00 014 RELEASE 4/22 DEDUCT 2,000.00 014 RELEASE 5/22 DEDUCT 3,000.00 014 5,000.00 -10,000.00 TOTAL DEDUCTIONS 5,000.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4704 TIME 10:26 AM ESTIMATE NO. 014 BID OPENING 11/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: BRIAN WINTER DATE OF THIS ESTIMATE 08/22/22 LOCATION RERUN PROGRESS ESTIMATE 01-HUM-299-30.7/37.7 ----------------------- MERCER-FRASER COMPANY IN HUMBOLDT COUNTY NEAR WILLOW 77 2ND ST CREEK FROM 0.1 MILE EAST OF CEDAR EUREKA CA 95501 CREEK RD (7L100) TO 1.1 MILES WEST OF ROUTE 96 FED. AID NO. HSST-P299(209)E WIDEN SHOULDERS & INSTALL RUMBLE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,000.0000 6,000.00 0.500 3,000 003 TIME-RELATED OVERHEAD (LS) LS 225,000.0000 225,000.00 0.080 18,000.00 0.780 175,500 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 36,000.00 0.000 0 MEETING 005 DEVELOP WATER SUPPLY LS 18,000.0000 18,000.00 0.000 0 006 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.500 7,500 007 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.080 48,000.00 0.780 468,000 008 TYPE III BARRICADE EA 100.0000 300.00 0.000 0 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 960.00 0.000 0 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7500 6,127.50 8,368.000 6,276 011 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,345.00 60.000 2,100 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 20,000.0000 20,000.00 0.080 1,600.00 0.780 15,600 SYSTEM 013 PORTABLE SIGNAL SYSTEMS LS 28,000.0000 28,000.00 1.000 28,000 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.080 1,200.00 0.780 11,700 015 TEMPORARY RAILING (TYPE K) LF 35.0000 67,200.00 2,080.000 72,800 016 TEMPORARY FLEXIBLE ROCKFALL FENCE LF 95.0000 37,050.00 390.000 37,050 017 TEMPORARY CRASH CUSHION EA 5,500.0000 33,000.00 6.000 33,000 018 JOB SITE MANAGEMENT LS 60,000.0000 60,000.00 0.080 4,800.00 0.780 46,800 019 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.750 2,250 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 19,500.00 7.000 3,500 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 22,200.00 0.000 0 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4704 TIME 10:26 AM ESTIMATE NO. 014 BID OPENING 11/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: BRIAN WINTER DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 1,000.0000 6,000.00 2.000 2,000 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 9,255.00 6,170.000 9,255 (BONDED FIBER MATRIX) 025 TEMPORARY COVER SQYD 5.0000 30,850.00 301.000 1,505 026 TEMPORARY CHECK DAM LF 15.0000 5,400.00 223.000 3,345 027 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 13,500.00 16.000 8,000 028 TEMPORARY FIBER ROLL LF 6.0000 36,000.00 5,514.000 33,084 029 TEMPORARY GRAVEL BAG BERM LF 10.0000 9,700.00 0.000 0 030 TEMPORARY SILT FENCE LF 6.2500 25,000.00 2,807.000 17,543 031 STREET SWEEPING LS 28,000.0000 28,000.00 0.700 19,600 032 TEMPORARY CONCRETE WASHOUT LS 8,000.0000 8,000.00 0.750 6,000 033 ASBESTOS COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 034 TREATED WOOD WASTE LB 0.7000 28,070.00 0.000 0 035 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 170,000.0000 170,000.00 0.080 13,600.00 0.780 132,600 036 DUST CONTROL PLAN LS 2,500.0000 2,500.00 1.000 2,500 (NATURALLY OCCURRING ASBESTOS) 037 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 4,600.00 321.000 1,605 038 CLEARING AND GRUBBING (LS) LS 72,000.0000 72,000.00 1.000 72,000 039 ROADWAY EXCAVATION CY 41.0000 1,041,400.00 59.600 2,443.60 23,248.920 953,205 040 ROADWAY EXCAVATION CY 98.0000 14,700.00 150.000 14,700 (NATURALLY OCCURRING ASBESTOS) 041 ROCK EXCAVATION (CONTROLLED BLASTING) CY 70.0000 277,200.00 3,959.800 277,186 042 ROCK EXCAVATION CY 72.0000 72,000.00 1,000.000 72,000 043 SHOULDER BACKING TON 82.0000 35,260.00 250.100 20,508.20 250.100 20,508 044 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 300.0000 39,000.00 130.000 39,000 (F) 045 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 125.0000 14,875.00 119.000 14,875 (F) 046 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 320.0000 84,800.00 265.000 84,800 (F) 047 LEAN CONCRETE BACKFILL CY 230.0000 12,650.00 55.000 12,650 (F) 048 SOIL AMENDMENT (CF) CF 100.0000 420.00 0.000 0 049 PLANT (GROUP I) EA 155.0000 775.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4704 TIME 10:26 AM ESTIMATE NO. 014 BID OPENING 11/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: BRIAN WINTER DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT (GROUP A) EA 155.0000 2,480.00 0.000 0 051 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0 052 WOOD MULCH CY 400.0000 680.00 0.000 0 053 FOLIAGE PROTECTOR EA 110.0000 2,310.00 0.000 0 054 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 900.0000 2,700.00 0.000 0 055 HYDROMULCH SQFT 0.0700 12,572.00 0.000 0 056 FIBER ROLLS LF 11.0000 46,640.00 0.000 0 057 STRAW SQFT 0.0700 5,495.00 0.000 0 058 HYDROSEED SQFT 0.1000 10,110.00 0.000 0 059 COMPOST (CY) CY 90.0000 9,900.00 0.000 0 060 INCORPORATE MATERIALS SQFT 0.3500 4,060.00 0.000 0 061 CLASS 2 AGGREGATE BASE (CY) CY 62.0000 824,600.00 -3,826.250 -237,227.50 11,102.290 688,341 062 HIGH FRICTION SURFACE TREATMENT SQYD 30.0000 130,200.00 0.000 0 063 HOT MIX ASPHALT (TYPE A) TON 140.0000 1,131,200.00 392.640 54,969.60 7,103.110 994,435 064 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 175.0000 721,000.00 3,787.020 662,728.50 3,787.020 662,728 065 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.6000 18,972.00 4,950.100 17,820.36 5,216.700 18,780 (PAVING FABRIC) 066 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.2500 2,080.00 711.200 2,311.40 711.200 2,311 067 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.2500 2,632.50 808.500 2,627.63 808.500 2,627 068 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.2500 6,077.50 1,551.240 5,041.53 1,551.240 5,041 069 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.2500 4,972.50 1,521.500 4,944.88 1,521.500 4,944 070 TACK COAT TON 600.0000 13,200.00 21.300 12,780.00 22.300 13,380 071 REMOVE ASPHALT CONCRETE DIKE LF 13.0000 1,248.00 0.000 0 072 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.0000 213,500.00 25,036.200 175,253.40 25,036.200 175,253 073 RAIL ELEMENT WALL SQFT 64.0000 17,280.00 262.500 16,800.00 262.500 16,800 074 STEEL SOLDIER PILE (W 14 X 120) LF 87.0000 182,961.00 2,103.000 182,961 075 30" DRILLED HOLE LF 235.0000 434,515.00 1,689.000 396,915 076 STRUCTURAL CONCRETE, BARRIER SLAB CY 825.0000 282,150.00 342.000 282,150 (F) PROGRAM CAS145 PAGE 4 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4704 TIME 10:26 AM ESTIMATE NO. 014 BID OPENING 11/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: BRIAN WINTER DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, HEADWALL CY 1,500.0000 42,000.00 27.480 41,220 078 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,700.0000 203,500.00 6.500 24,050.00 47.080 174,196 079 REMOVE WINGWALL EA 15,000.0000 15,000.00 1.000 15,000 080 BAR REINFORCING STEEL LB 1.7500 25,900.00 1,565.000 2,738.75 12,290.000 21,507 081 TIMBER LAGGING MFBM 5,900.0000 159,300.00 27.000 159,300 (F) 082 CLEAN AND PAINT STEEL SOLDIER PILING LS 85,000.0000 85,000.00 1.000 85,000 083 24" ALTERNATIVE PIPE CULVERT LF 340.0000 255,000.00 103.300 35,122.00 629.300 213,962 084 48" ALTERNATIVE PIPE CULVERT LF 470.0000 31,020.00 67.000 31,490 085 PERMEABLE MATERIAL (BLANKET) CY 1,200.0000 18,000.00 1.580 1,896.00 6.320 7,584 086 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 087 REMOVE CULVERT (LF) LF 21.0000 9,240.00 59.000 1,239.00 357.800 7,513 088 REMOVE DOWNDRAIN (EA) EA 1,100.0000 5,500.00 4.000 4,400 089 REMOVE INLET EA 2,000.0000 14,000.00 1.000 2,000.00 7.000 14,000 090 REMOVE HEADWALL EA 1,600.0000 8,000.00 1.000 1,600.00 4.000 6,400 091 REMOVE FLARED END SECTION (EA) EA 550.0000 550.00 1.000 550 092 CABLE NET DRAPERY SYSTEM SQFT 10.0000 290,000.00 29,000.000 290,000 093 ROCK SLOPE PROTECTION CY 290.0000 2,030.00 6.310 1,829 (300 LB, CLASS IV, METHOD B) (CY) 094 ROCK SLOPE PROTECTION CY 600.0000 1,800.00 3.000 1,800 (60 LB, CLASS II, METHOD B) (CY) 095 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.2000 78.00 15.100 78 096 MISCELLANEOUS IRON AND STEEL LB 3.2500 22,392.50 946.000 3,074.50 6,413.000 20,842 097 REMOVE PAVEMENT MARKER EA 1.0000 200.00 0.000 0 098 REMOVE DELINEATOR EA 30.0000 990.00 0.000 0 099 CONCRETE BARRIER DELINIATOR (16-INCH) EA 50.0000 450.00 0.000 0 100 DELINEATOR (CLASS 1) EA 55.0000 8,800.00 0.000 0 101 PAVEMENT MARKER EA 8.0000 8,880.00 0.000 0 (RETROREFLECTIVE-RECESSED) 102 MILEPOST MARKER EA 65.0000 130.00 0.000 0 103 MARKER (CULVERT) EA 65.0000 2,340.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4704 TIME 10:26 AM ESTIMATE NO. 014 BID OPENING 11/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: BRIAN WINTER DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TREATMENT BEST MANAGEMENT EA 65.0000 910.00 0.000 0 PRACTICE MARKER 105 OBJECT MARKER (TYPE L) EA 65.0000 65.00 0.000 0 106 REMOVE ROADSIDE SIGN EA 75.0000 1,800.00 0.000 0 107 RESET MARKER EA 25.0000 675.00 0.000 0 108 RESET ROADSIDE SIGN EA 250.0000 250.00 0.000 0 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 3,240.00 0.000 0 (0.063"-UNFRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 3,190.00 0.000 0 (0.080"-UNFRAMED) 111 ROADSIDE SIGN - ONE POST EA 275.0000 11,000.00 0.000 0 112 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 34.0000 84,320.00 25.000 850.00 2,845.000 96,730 113 VEGETATION CONTROL (MINOR CONCRETE) SQYD 73.0000 45,260.00 0.000 0 114 TUBULAR BICYCLE RAILING LF 140.0000 85,120.00 547.000 76,580 (F) 115 CABLE RAILING LF 65.0000 3,770.00 0.000 0 116 TRANSITION RAILING (TYPE WB-31) EA 6,600.0000 52,800.00 2.000 13,200.00 4.000 26,400 117 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,200.0000 50,400.00 2.000 8,400.00 8.000 33,600 118 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 190.0000 115,520.00 608.000 115,520 (F) 119 REMOVE GUARDRAIL LF 7.0000 20,160.00 150.000 1,050.00 1,362.500 9,537 120 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 3,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 121 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 65.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 122 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 690.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 36,330.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 124 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 495.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 125 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 3,535.00 0.000 0 126 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 780.00 0.000 0 127 12" RUMBLE STRIP STA 25.0000 4,500.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 6 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F4704 TIME 10:26 AM ESTIMATE NO. 014 BID OPENING 11/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: BRIAN WINTER DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 923,421.85 7,620,750.98 ADJUSTMENT OF COMPENSATION 0.00 53,864.00 EXTRA WORK 0.00 521,976.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 923,421.85 8,196,591.29 128 MOBILIZATION LS 911,000.0000 911,000.00 1.000 911,000 ORIGINAL CONTRACT AMOUNT 10,023,448.50 TOTAL WORK COMPLETED 923,421.85 9,107,591.29 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 5,000.00 -15,000.00 TOTAL 928,421.85 9,092,591.29 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 12/09/20 230 04/26/21 02/02/21 10/28/22 182 207 0 0 84% 79% PROGRESS IS SATISFACTORY *** SUSPENDED ON 02/02/20. BRIAN WINTER RESIDENT ENGINEER