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 10/19/23 EST. NO. 017 TIME 01:37 PM R.E. NAME: JEFF JOHNSON 03-2H62U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 023 0010 4,843.37 E.W. @ F.A.(+) 080123 N 0066.0 0011 1,041.54 052523 N 0067.0 026 0001 -44,217.75 A.C. @ U.P.(-) 101823 N 0001 0 027 0001 1,407.11 E.W. @ F.A.(+) 072923 N 0069.0 036 0001 4,303.12 E.W. @ F.A.(+) 070523 N 0071.0 0002 1,191.54 070623 N 0072.0 0003 1,367.91 070723 N 0073.0 037 0001 25,331.31 E.W. @ F.A.(+) 070123 N 0063.0 0002 11,603.23 063023 N 0064.0 0003 1,811.34 071023 N 0070.0 8,682.72 TOTAL THIS ESTIMATE 1,435,588.74 TOTAL PREVIOUS ESTIMATE 1,444,271.46 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 10/19/23 EST. NO. 017 TIME 01:37 PM R.E. NAME: JEFF JOHNSON 03-2H62U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 7/2022 -10,000.00 005 PER LETTER 9/20/2022 -10,000.00 007 DELINQUENT PAYROLL -10,000.00 009 RTN DEDUCT LTR 07/22 10,000.00 009 DEDUCT LTTR 12/22 -2,000.00 010 DEDUCT LTTR 1/23 -2,000.00 011 DEDUCT LTTR 2/23 -1,000.00 012 RTN LTTR 9/2022 10,000.00 012 RTN LTTR 12/22 2,000.00 012 RTN LTTR 1/23 2,000.00 012 RTN DEL PAY (EST 9) 10,000.00 013 RTN LTTR 2/23 1,000.00 013 DEDUCT LTTR 7/23 -4,000.00 014 DEDUCT LTTR 7/23 -8,000.00 015 RTN LTTR 7/23 4,000.00 015 DEDUCT LTTR 8/23 -10,000.00 017 DEDUCT LTTR 9/23 -4,000.00 017 -14,000.00 -22,000.00 TOTAL DEDUCTIONS -14,000.00 -22,000.00 PROGRAM CAS145 PAGE 1 DATE 10/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H62U4 TIME 01:37 PM ESTIMATE NO. 017 BID OPENING 12/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: JEFF JOHNSON DATE OF THIS ESTIMATE 10/19/23 LOCATION PROGRESS ESTIMATE 03-NEV-20-25.6/39.8 ----------------- GRANITE CONSTRUCTION COMPANY IN NEVADA COUNTY NEAR OMEGA AT 4001 BRADSHAW ROAD; VARIOUS LOCATIONS FROM 0.2 MILE SACRAMENTO CA 95827 WEST OF CONSERVATION ROAD (WASHINGTON RIDGE ROAD) TO 1.2 MILES WEST OF ZEIBRIGHT ROAD. FED. AID NO. ACNH-P020(196)E CURVE IMPROVEMENTS, WIDEN FOR ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 WILDFIRE EVACUATION PLAN LS 600.0000 600.00 1.000 600 003 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.750 1,500 004 TIME-RELATED OVERHEAD (LS) LS 1,500,000.0000 1,500,000.00 0.080 120,000.00 0.920 1,380,000 005 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 24,000.00 1.000 6,000.00 6.000 36,000 MEETING 006 HOURLY OFF-SITE HR 200.0000 16,000.00 53.250 10,650 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 007 DEVELOP WATER SUPPLY LS 1,250,000.0000 1,250,000.00 0.080 100,000.00 0.920 1,150,000 008 CONSTRUCTION AREA SIGNS LS 11,300.0000 11,300.00 0.750 8,475 009 TRAFFIC CONTROL SYSTEM LS 630,000.0000 630,000.00 0.080 50,400.00 0.920 579,600 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 16,120.00 12,491.000 4,996 011 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 14,000.00 200.000 8,000 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 60,000.0000 60,000.00 0.080 4,800.00 0.920 55,200 013 TEMPORARY RAILING (TYPE K) LF 40.0000 16,800.00 420.000 16,800 014 ALTERNATIVE TEMPORARY CRASH EA 3,500.0000 14,000.00 4.000 14,000 CUSHION 015 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 85,000.0000 85,000.00 0.080 6,800.00 0.920 78,200 016 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 0.080 8,000.00 0.920 92,000 017 PREPARE STORM WATER POLLUTION PREVENTION LS 1,850.0000 1,850.00 0.500 925 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 16,000.00 2.000 1,000.00 29.000 14,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 345.0000 25,530.00 32.000 11,040 020 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 021 TEMPORARY EROSION CONTROL BLANKET SQYD 7.7500 7,750.00 0.000 0 022 MOVE-IN/MOVE-OUT EA 550.0000 6,600.00 5.000 2,750 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 10/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H62U4 TIME 01:37 PM ESTIMATE NO. 017 BID OPENING 12/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: JEFF JOHNSON DATE OF THIS ESTIMATE 10/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 15,000.00 151,631.330 90,978 (BONDED FIBER MATRIX) 024 TEMPORARY COVER SQYD 3.9000 39,000.00 220.000 858 025 TEMPORARY CHECK DAM LF 7.0000 21,000.00 141.000 987 026 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 3,400.00 2.000 400 027 TEMPORARY FIBER ROLL LF 3.7000 92,500.00 10,488.000 38,805 028 TEMPORARY SILT FENCE LF 2.9000 73,370.00 13,310.000 38,599 029 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 100,000.00 3.000 15,000 030 STREET SWEEPING LS 440,000.0000 440,000.00 0.080 35,200.00 0.920 404,800 031 TEMPORARY CONCRETE WASHOUT LS 11,000.0000 11,000.00 0.080 880.00 0.830 9,130 032 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,245.0000 12,450.00 10.000 12,450 033 WATER QUALITY MONITORING REPORT EA 435.0000 7,830.00 2.000 870 034 WATER QUALITY ANNUAL REPORT EA 1,400.0000 4,200.00 0.000 0 035 TEMPORARY CREEK DIVERSION SYSTEM (EA) EA 40,000.0000 120,000.00 3.000 120,000 036 TREATED WOOD WASTE LB 0.5000 5,350.00 0.000 0 037 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 58,700.0000 58,700.00 1.000 58,700 038 NATURAL RESOURCE PROTECTION PLAN LS 3,300.0000 3,300.00 1.000 3,300 039 INVASIVE SPECIES CONTROL LS 9,500.0000 9,500.00 1.000 9,500 040 TEMPORARY HIGH-VISIBILITY FENCE LF 3.6500 44,165.00 10,099.000 36,861 041 CLEARING AND GRUBBING (LS) LS 1,370,000.0000 1,370,000.00 1.000 1,370,000 042 ROADWAY EXCAVATION CY 9.7500 7,117,500.00 44,093.000 429,906.75 841,808.000 8,207,628 043 ROADWAY EXCAVATION (TOPSOIL) CY 5.6000 47,152.00 188.000 1,052.80 783.000 4,384 044 DECORATIVE BOULDERS EA 350.0000 101,500.00 0.000 0 045 SOIL AMENDMENT CY 120.0000 14,400.00 0.000 0 046 PLANT (GROUP I) EA 25.0000 320,000.00 0.000 0 047 PLANT ESTABLISHMENT WORK LS 262,000.0000 262,000.00 0.000 0 048 PINE NEEDLE MULCH CY 83.0000 19,920.00 0.000 0 049 TEMPORARY IRRIGATION SYSTEM LS 183,600.0000 183,600.00 0.300 55,080.00 0.300 55,080 PROGRAM CAS145 PAGE 3 DATE 10/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H62U4 TIME 01:37 PM ESTIMATE NO. 017 BID OPENING 12/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: JEFF JOHNSON DATE OF THIS ESTIMATE 10/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 4" CONDUIT LF 42.7500 237,262.50 848.000 36,252.00 5,550.000 237,262 051 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 850.0000 10,200.00 4.000 3,400 052 FIBER REINFORCED MATRIX (FRM) SQFT 0.2000 558,000.00 471,319.000 94,263.80 1,157,477.000 231,495 053 FIBER ROLLS LF 3.5000 574,000.00 16,908.000 59,178.00 51,952.000 181,832 054 INCORPORATE MATERIALS SQFT 0.0400 18,200.00 0.000 0 055 PERMANENT EROSION CONTROL ESTABLISHMENT LS 25,000.0000 25,000.00 0.000 0 WORK 056 REMEDIAL WORK FOR PERMANENT EROSION LS 15,000.0000 15,000.00 0.000 0 CONTROL ESTABLISHMENT REPORT 057 CLASS 2 AGGREGATE BASE (CY) CY 90.0000 2,061,000.00 9,826.500 884,385.00 21,121.320 1,900,918 058 HOT MIX ASPHALT (TYPE A) TON 126.0500 5,344,520.00 30,437.720 3,836,674.61 46,530.720 5,865,197 059 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.2500 8,092.50 758.000 2,463.50 758.000 2,463 060 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.2500 747.50 0.000 0 061 PLACE HOT MIX ASPHALT SQYD 85.0000 680.00 21.800 1,853.00 21.800 1,853 (MISCELLANEOUS AREA) 062 TACK COAT TON 650.0000 32,500.00 33.860 22,009.00 52.370 34,040 063 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 40.0000 230,000.00 8,525.400 341,016.00 8,525.400 341,016 064 DEEP RIP OF AB AND SUBGRADE SQYD 1.0000 29,600.00 0.000 0 065 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 42,700.00 4,131.000 14,458.50 14,058.000 49,203 066 STRUCTURAL CONCRETE CY 1,300.0000 410,800.00 91.500 118,950.00 229.700 298,610 (F) 067 STRUCTURAL CONCRETE, BOX CULVERT CY 1,645.0000 710,640.00 432.000 710,640 (F) 068 STRUCTURAL CONCRETE, HEADWALL CY 2,400.0000 96,000.00 34.490 82,776 (F) 069 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,300.0000 170,100.00 3.390 21,357.00 19.770 124,551 (F) 070 BAR REINFORCING STEEL LB 1.6000 84,787.20 11,162.000 17,859.20 49,472.000 79,155 (F) 071 BAR REINFORCING STEEL (BOX CULVERT) LB 1.5000 84,924.00 56,616.000 84,924 (F) 072 12'X12' PRECAST RCB CULVERT LF 4,400.0000 572,000.00 122.000 536,800 (ANIMAL CROSSING) 073 BAR REINFORCED STEEL (HEADWALL) LB 1.7500 2,397.50 1,366.000 2,390 (ANIMALCROSSING) 074 STRUCTURAL CONCRETE, WINGWALL CY 1,800.0000 414,000.00 238.090 428,562 (TYPE A) 075 18" REINFORCED CONCRETE PIPE LF 180.0000 57,600.00 121.600 21,888 076 24" REINFORCED CONCRETE PIPE LF 220.0000 233,200.00 278.000 61,160.00 782.400 172,128 PROGRAM CAS145 PAGE 4 DATE 10/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H62U4 TIME 01:37 PM ESTIMATE NO. 017 BID OPENING 12/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: JEFF JOHNSON DATE OF THIS ESTIMATE 10/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 30" REINFORCED CONCRETE PIPE LF 280.0000 198,800.00 680.000 190,400 078 36" REINFORCED CONCRETE PIPE LF 310.0000 55,800.00 32.000 9,920.00 185.000 57,350 079 60" REINFORCED CONCRETE PIPE LF 500.0000 205,000.00 402.000 201,000 080 72" REINFORCED CONCRETE PIPE LF 700.0000 133,000.00 192.000 134,400 081 24" CORRUGATED STEEL PIPE (.138" THICK) LF 235.0000 4,230.00 20.000 4,700 082 18" CORRUGATED STEEL PIPE (.138" THICK) LF 1,250.0000 16,250.00 15.200 19,000 083 DRAINAGE INLET MARKER EA 30.0000 510.00 0.000 0 084 18" CONCRETE FLARED END SECTION EA 1,700.0000 27,200.00 5.000 8,500 085 24" CONCRETE FLARED END SECTION EA 2,040.0000 14,280.00 10.000 20,400 086 30" CONCRETE FLARED END SECTION EA 2,420.0000 36,300.00 1.000 2,420.00 10.000 24,200 087 36" CONCRETE FLARED END SECTION EA 3,700.0000 11,100.00 1.000 3,700 088 ABANDON CULVERT (LF) LF 80.7500 23,417.50 157.500 12,718 089 REMOVE OVERSIDE DRAIN EA 290.0000 870.00 1.000 290 090 REMOVE CULVERT (LF) LF 65.0000 107,900.00 524.600 34,099.00 926.900 60,248 091 REMOVE INLET EA 1,250.0000 6,250.00 3.000 3,750 092 REMOVE HEADWALL EA 2,400.0000 69,600.00 3.000 7,200.00 16.000 38,400 093 SMALL-ROCK SLOPE PROTECTION CY 215.0000 95,675.00 0.000 0 (F) 094 GABION CY 645.0000 12,255.00 0.000 0 (F) 095 ROCK SLOPE PROTECTION CY 217.0000 28,210.00 0.000 0 (4T, CLASS XI, METHOD A) 096 ROCK SLOPE PROTECTION CY 217.0000 30,380.00 0.000 0 (2T, CLASS IX, METHOD A) 097 ROCK SLOPE PROTECTION CY 225.0000 33,750.00 0.000 0 (FACING, METHOD B)(CY) 098 ROCK SLOPE PROTECTION CY 229.0000 59,540.00 0.000 0 (NO. 2, METHOD B) (CY) 099 ROCK SLOPE PROTECTION CY 215.0000 27,950.00 0.000 0 (1/2 T, CLASS VII, METHOD A) (CY) 100 ROCK SLOPE PROTECTION CY 213.0000 4,899.00 0.000 0 (3/8 T, CLASS VI, METHOD B) (CY) 101 ROCK SLOPE PROTECTION CY 214.0000 11,128.00 0.000 0 (1/4 T, CLASS V, METHOD B) (CY) 102 ROCK SLOPE PROTECTION CY 214.0000 12,198.00 0.000 0 (300 LB, CLASS IV, METHOD B) (CY) 103 ROCK SLOPE PROTECTION CY 250.0000 210,000.00 558.900 139,725 (150 LB, CLASS III, METHOD B) (CY) PROGRAM CAS145 PAGE 5 DATE 10/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H62U4 TIME 01:37 PM ESTIMATE NO. 017 BID OPENING 12/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: JEFF JOHNSON DATE OF THIS ESTIMATE 10/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROCK SLOPE PROTECTION CY 212.0000 57,240.00 141.660 30,031 (60 LB, CLASS II, METHOD B) (CY) 105 ROCK SLOPE PROTECTION CY 212.0000 33,920.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 106 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.5000 24,500.00 1,300.260 4,550 107 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 5.5000 1,485.00 58.000 319 108 MISCELLANEOUS IRON AND STEEL LB 9.6000 81,686.40 1,880.000 18,048 (F) 109 20' CATTLE GUARD EA 23,000.0000 46,000.00 2.000 46,000.00 2.000 46,000 110 24' CATTLE GUARD EA 26,000.0000 208,000.00 4.000 104,000.00 4.000 104,000 111 INSTALL PULL BOX EA 3,000.0000 24,000.00 3.000 9,000.00 7.000 21,000 112 REMOVE UNDERGROUND TELEPHONE LF 1.0000 6,310.00 0.000 0 CABLE (UTILITY) 113 REMOVE PULL BOX (UTILITY) EA 150.0000 1,200.00 0.000 0 114 RELOCATE MAILBOX EA 300.0000 300.00 1.000 300 115 OBLITERATE SURFACING SQYD 1.6000 12,976.00 5,567.590 8,908.14 9,623.290 15,397 116 WILDLIFE ESCAPE RAMP EA 12,500.0000 100,000.00 0.000 0 117 FENCE (TYPE WM, METAL POST) LF 21.5000 655,750.00 6,100.000 131,150 118 24' CHAIN LINK GATE (TYPE CL-6) EA 4,665.0000 9,330.00 0.000 0 119 RELOCATE GATE EA 1,400.0000 2,800.00 0.000 0 120 DELINEATOR (CLASS 2) EA 40.0000 9,600.00 29.000 1,160 121 MILEPOST MARKER EA 40.0000 880.00 0.000 0 122 TREATMENT BEST MANAGEMENT EA 40.0000 280.00 0.000 0 PRACTICE MARKER 123 SNOW POLE MARKER EA 70.0000 3,430.00 0.000 0 124 REMOVE ROADSIDE SIGN EA 200.0000 11,600.00 44.000 8,800.00 51.000 10,200 125 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 2,805.00 6.250 103.13 138.400 2,283 (0.063"-UNFRAMED) 126 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 3,920.00 116.000 1,624.00 148.000 2,072 (0.080"-UNFRAMED) 127 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.0000 4,420.00 36.000 936.00 112.750 2,931 (0.063"-FRAMED) 128 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.5000 1,172.50 10.000 335 (0.080"-FRAMED) 129 ROADSIDE SIGN - ONE POST EA 360.0000 15,480.00 8.000 2,880.00 15.000 5,400 130 ROADSIDE SIGN - TWO POST EA 720.0000 7,200.00 2.000 1,440.00 5.000 3,600 PROGRAM CAS145 PAGE 6 DATE 10/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H62U4 TIME 01:37 PM ESTIMATE NO. 017 BID OPENING 12/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: JEFF JOHNSON DATE OF THIS ESTIMATE 10/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 36.0000 406,800.00 2,487.500 89,550.00 2,487.500 89,550 132 VEGETATION CONTROL (MINOR CONCRETE) SQYD 433.0000 20,351.00 0.000 0 133 CABLE RAILING LF 50.0000 18,000.00 0.000 0 (F) 134 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 19,040.00 4.000 2,720.00 4.000 2,720 135 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,125.0000 99,000.00 2.000 8,250.00 2.000 8,250 136 REMOVE GUARDRAIL LF 3.0000 3,630.00 1,012.500 3,037.50 1,012.500 3,037 137 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.4500 39,555.00 15,003.000 6,751 138 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.9000 1,683.00 1,405.000 1,264 139 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.4500 297.00 275.000 123 140 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.4500 459.00 411.000 184 (BROKEN 12-3) 141 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 12.1000 7,744.00 354.000 4,283 142 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 14,105.00 0.000 0 143 12" RUMBLE STRIP STA 28.7500 18,975.00 90.000 2,587 (ASPHALT CONCRETE PAVEMENT) 144 LOCATING AND MAPPING UNDERGROUND LS 125,000.0000 125,000.00 0.500 62,500 FACILITIES 145 TRAFFIC MONITORING STATION SYSTEM LS 190,000.0000 190,000.00 1.000 190,000.00 1.000 190,000 146 REMOVING FLASHING BEACON SYSTEMS LS 16,000.0000 16,000.00 1.000 16,000.00 1.000 16,000 PROGRAM CAS145 PAGE 7 DATE 10/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H62U4 TIME 01:37 PM ESTIMATE NO. 017 BID OPENING 12/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: JEFF JOHNSON DATE OF THIS ESTIMATE 10/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,877,886.93 27,044,989.38 ADJUSTMENT OF COMPENSATION -44,217.75 377,551.14 EXTRA WORK 52,900.47 1,066,720.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,886,569.65 28,489,260.84 147 MOBILIZATION LS 2,180,000.0000 2,180,000.00 1.000 2,180,000 ORIGINAL CONTRACT AMOUNT 32,249,254.60 TOTAL WORK COMPLETED 6,886,569.65 30,669,260.84 MATERIALS ON HAND ON SITE -158,951.87 345,781.87 DEDUCTIONS -14,000.00 -22,000.00 TOTAL 6,713,617.78 30,993,042.71 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 02/23/22 240 02/28/22 02/28/22 11/21/23 219 193 0 0 87% 91% PROGRESS IS SATISFACTORY JEFF JOHNSON RESIDENT ENGINEER