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 08/20/25 EST. NO. 015 TIME 09:15 PM R.E. NAME: WONG, ANDREW 04-1J9604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 017 0001 154,001.54 E.W. @ F.A.(+) 050825 N 0080.0 154,001.54 TOTAL THIS ESTIMATE 819,720.86 TOTAL PREVIOUS ESTIMATE 973,722.40 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 08/20/25 EST. NO. 015 TIME 09:15 PM R.E. NAME: WONG, ANDREW 04-1J9604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION CONTRACT COMP VIOLA -10,000.00 002 LABOR COMP VIOLATION -1,000.00 002 CUF VIOLATION -56,940.74 003 CONTRACT COMP VIOLAT 10,000.00 004 CUF MISSING MONTH 2 -127,876.88 004 LABOR COMP VIOLATION 1,000.00 004 MISSING DBE FORMS -10,000.00 006 MISSING CUF AND DBE -4,369.00 007 CONTRACT COMP VIOLAT 10,000.00 009 CUF MISSING MONTH 2 127,876.88 009 CUF VIOLATION 56,940.74 009 MISSING CUF AND DBE 4,369.00 009 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9604 TIME 09:15 PM ESTIMATE NO. 015 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 08/20/25 R.E. NAME: WONG, ANDREW DATE OF THIS ESTIMATE 08/20/25 LOCATION RERUN PROGRESS ESTIMATE 04-MRN-1-22.8/33.0 ----------------------- 04-MRN-1-45.0/50.5 O.C. JONES & SONS, INC. MARIN COUNTY IN AND NEAR POINT REYES 1520 FOURTH STREET STATION FROM FIVE BROOKS TO 1.9 MILES BERKELEY CA 94710 NORTH OF CYPRESS ROAD AND IN AND NEAR TOMALES FROM 0.2 MILES SOUTH OF TOMALES TO FED. AID NO. ACST-P001(693)E COLD PLANE, RHMA, HMA, MGS, CURB RAMPS, SI ------------------------------------------------------------------------------------------------------------------------------------ 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 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,000.0000 4,000.00 0.250 1,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,700.0000 442,000.00 23.000 39,100.00 205.000 348,500 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 5.000 30,000 005 HOURLY OFF-SITE HR 200.0000 16,000.00 20.500 4,100 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 9,590.0000 9,590.00 1.000 9,590 007 TRAFFIC CONTROL SYSTEM LS 730,000.0000 730,000.00 0.050 36,500.00 0.950 693,500 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 500.0000 50,000.00 12.000 6,000.00 27.000 13,500 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.5000 7,830.00 3,000.000 4,500 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 81,510.00 245,441.000 73,632 011 CHANNELIZER (SURFACE MOUNTED) EA 400.0000 1,200.00 0.000 0 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 600.0000 1,200.00 0.000 0 SYSTEM DAY 013 TEMPORARY PAVEMENT MARKER EA 4.0000 22,520.00 4,852.000 19,408 014 TEMPORARY BARRIER SYSTEM LF 47.0000 18,800.00 0.000 0 015 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 8,000.0000 8,000.00 1.000 8,000 016 TRAFFIC LOOKOUT DAY 980.0000 29,400.00 30.000 29,400 017 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 55,000.0000 55,000.00 0.050 2,750.00 0.950 52,250 018 MOBILE BARRIER SYSTEM DAY 2,100.0000 84,000.00 0.000 0 019 TEMPORARY CRASH CUSHION EA 4,500.0000 9,000.00 0.000 0 020 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 6,200.0000 49,600.00 0.000 0 SYSTEM 021 JOB SITE MANAGEMENT LS 90,000.0000 90,000.00 0.050 4,500.00 0.950 85,500 022 WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.050 50.00 0.950 950 PROGRAM CAS145 PAGE 2 DATE 08/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9604 TIME 09:15 PM ESTIMATE NO. 015 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 08/20/25 R.E. NAME: WONG, ANDREW DATE OF THIS ESTIMATE 08/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 3.1000 14,105.00 0.000 0 024 TEMPORARY DRAINAGE INLET PROTECTION EA 240.0000 4,800.00 20.000 4,800 025 TEMPORARY FIBER ROLL LF 4.9000 47,432.00 3,931.000 19,261 026 TEMPORARY REINFORCED SILT FENCE LF 9.6000 188,160.00 7,566.000 72,633 027 STREET SWEEPING LS 155,000.0000 155,000.00 0.050 7,750.00 0.950 147,250 028 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 0.050 300.00 0.950 5,700 029 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,000.0000 5,000.00 0.000 0 030 WATER QUALITY MONITORING REPORT EA 250.0000 500.00 0.000 0 031 WATER QUALITY ANNUAL REPORT EA 750.0000 1,500.00 0.000 0 032 TEMPORARY CREEK DIVERSION SYSTEMS LS 50,000.0000 50,000.00 1.000 50,000 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8500 111,775.00 0.000 0 STRIPE (HAZARDOUS WASTE) 034 TREATED WOOD WASTE LB 0.2200 9,350.00 15,312.000 3,368.64 15,312.000 3,368 035 INVASIVE SPECIES CONTROL LS 6,000.0000 6,000.00 0.050 300.00 0.950 5,700 036 NOISE MONITORING LS 3,000.0000 3,000.00 0.050 150.00 0.950 2,850 037 ROADWAY EXCAVATION CY 270.0000 121,500.00 527.300 142,371 038 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 490.0000 10,780.00 0.000 0 DEPOSITED LEAD) 039 ROADWAY EXCAVATION (TOPSOIL) CY 125.0000 2,750.00 0.000 0 040 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 210.0000 31,500.00 270.000 56,700 DEPOSITED LEAD) 041 SHOULDER BACKING TON 180.0000 115,200.00 0.000 0 042 DITCH EXCAVATION CY 230.0000 2,990.00 13.000 2,990 043 ROADSIDE CLEARING LS 25,000.0000 25,000.00 1.000 25,000 044 SOIL AMENDMENT CY 800.0000 800.00 1.000 800 045 ORGANIC FERTILIZER LB 50.0000 150.00 3.000 150 046 PLANT (GROUP I) EA 200.0000 600.00 3.000 600 047 PLANT (GROUP A) EA 150.0000 2,700.00 18.000 2,700 048 PLANT ESTABLISHMENT WORK LS 155,000.0000 155,000.00 0.070 10,850.00 0.070 10,850 049 WOOD MULCH CY 450.0000 3,150.00 7.000 3,150 PROGRAM CAS145 PAGE 3 DATE 08/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9604 TIME 09:15 PM ESTIMATE NO. 015 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 08/20/25 R.E. NAME: WONG, ANDREW DATE OF THIS ESTIMATE 08/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FOLIAGE PROTECTOR EA 125.0000 2,625.00 21.000 2,625 051 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 052 2" WYE STRAINER ASSEMBLY EA 800.0000 800.00 1.000 800 053 3/4" DRIP IRRIGATION TUBING LF 12.0000 1,440.00 120.000 1,440 (F) 054 RISER SPRINKLER ASSEMBLY EA 80.0000 1,680.00 21.000 1,680 055 CAM COUPLER ASSEMBLY EA 1,000.0000 1,000.00 1.000 1,000 056 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 18.0000 4,770.00 265.000 4,770 (F) (SUPPLY LINE) 057 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 25.0000 750.00 30.000 750 (F) LINE) 058 BALL VALVE EA 600.0000 600.00 1.000 600 059 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 860.0000 6,020.00 4.000 3,440 060 DUFF (SQFT) SQFT 0.2500 2,602.50 0.000 0 061 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6900 27,600.00 15,000.000 10,350 062 HYDROMULCH SQFT 0.1000 28,000.00 20,000.000 2,000.00 119,523.000 11,952 063 FIBER ROLLS LF 4.8400 103,092.00 3,185.000 15,415.40 20,089.000 97,230 064 HYDROSEED SQFT 0.0800 22,400.00 20,000.000 1,600.00 119,218.000 9,537 065 COMPOST (CY) CY 55.4800 94,316.00 24.000 1,331.52 174.000 9,653 066 INCORPORATE MATERIALS SQFT 0.0500 14,000.00 8,000.000 400.00 48,000.000 2,400 067 CLASS 2 AGGREGATE BASE (CY) CY 240.0000 120,000.00 678.000 162,720 068 REPLACE ASPHALT CONCRETE SURFACING CY 350.0000 805,000.00 1,397.000 488,950 069 HOT MIX ASPHALT (TYPE A) TON 155.0000 2,743,500.00 318.430 49,356.65 19,797.020 3,068,538 070 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 185.0000 2,664,000.00 11,640.020 2,153,403 071 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 2.3000 100,970.00 39,510.000 90,873 MAT) 072 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 5.0000 13,000.00 0.000 0 073 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 11.0000 2,310.00 0.000 0 074 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 18.0000 1,620.00 0.000 0 075 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 80.0000 9,600.00 0.000 0 AREA) 076 TACK COAT TON 1,300.0000 91,000.00 77.520 100,776 PROGRAM CAS145 PAGE 4 DATE 08/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9604 TIME 09:15 PM ESTIMATE NO. 015 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 08/20/25 R.E. NAME: WONG, ANDREW DATE OF THIS ESTIMATE 08/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 150.0000 18,000.00 120.000 18,000 078 REMOVE ASPHALT CONCRETE DIKE LF 0.6000 1,584.00 925.000 555 079 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.7000 796,240.00 258,238.000 955,480 080 STRUCTURAL CONCRETE, HEADWALL CY 3,600.0000 13,680.00 3.800 13,680 (F) 081 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,700.0000 56,700.00 21.000 56,700 (F) 082 12" ALTERNATIVE PIPE CULVERT LF 466.0000 9,320.00 20.000 9,320 083 18" ALTERNATIVE PIPE CULVERT LF 210.0000 44,100.00 204.000 42,840 084 CONCRETE BACKFILL (PIPE TRENCH) CY 661.0000 27,762.00 121.350 80,212 (F) 085 18" PLASTIC PIPE LF 771.0000 15,420.00 20.000 15,420 086 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 087 12" CORRUGATED STEEL PIPE (.079" THICK) LF 612.0000 14,076.00 24.000 14,688 088 18" CORRUGATED STEEL PIPE (.109" THICK) LF 423.0000 46,530.00 102.000 43,146 089 24" CORRUGATED STEEL PIPE (.109" THICK) LF 588.0000 29,400.00 50.000 29,400 090 17" X 13" CORRUGATED STEEL PIPE ARCH LF 428.0000 17,548.00 42.000 17,976 (.079" THICK) 091 24" X 18" CORRUGATED STEEL PIPE ARCH LF 671.0000 26,840.00 40.000 26,840 (.079" THICK) 092 28" X 20" CORRUGATED STEEL PIPE ARCH LF 468.0000 28,080.00 60.000 28,080 (.079" THICK) 093 42" X 29" CORRUGATED STEEL PIPE ARCH LF 653.0000 65,300.00 100.000 65,300 (.079" THICK) 094 DRAINAGE INLET MARKER EA 40.0000 320.00 8.000 320.00 8.000 320 095 18" ALTERNATIVE FLARED END SECTION EA 360.0000 720.00 2.000 720 096 ABANDON CULVERT (LF) LF 90.0000 6,300.00 70.000 6,300 097 REMOVE CULVERT (LF) LF 8.0000 4,800.00 600.000 4,800 098 REMOVE INLET EA 503.0000 2,515.00 5.000 2,515 099 REMOVE HEADWALL EA 629.0000 2,516.00 4.000 2,516 100 ADJUST MANHOLE TO GRADE EA 5,000.0000 10,000.00 2.000 10,000 101 ADJUST FRAME AND COVER TO GRADE EA 3,100.0000 3,100.00 1.000 3,100 102 SAND BACKFILL CY 305.0000 3,355.00 11.000 3,355 103 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 453.0000 9,060.00 20.000 9,060 METHOD B) (CY) PROGRAM CAS145 PAGE 5 DATE 08/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9604 TIME 09:15 PM ESTIMATE NO. 015 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 08/20/25 R.E. NAME: WONG, ANDREW DATE OF THIS ESTIMATE 08/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (CURB) (CY) CY 2,371.0000 142,260.00 53.760 127,464 105 MINOR CONCRETE (GUTTER) (CY) CY 4,430.0000 14,176.00 0.000 0 106 DETECTABLE WARNING SURFACE SQFT 155.0000 55,800.00 387.300 60,031 107 MINOR CONCRETE (GUTTER DEPRESSION) CY 3,178.0000 19,068.00 6.000 19,068 108 MINOR CONCRETE (DRIVEWAY) CY 2,712.0000 65,088.00 16.350 44,341 109 MINOR CONCRETE (TEXTURED PAVING) CY 3,186.0000 254,880.00 59.060 188,165 110 REMOVE CONCRETE (CURB, GUTTER, AND CY 275.0000 49,500.00 122.600 33,715 SIDEWALK) (CY) 111 PRE/POST CONSTRUCTION SURVEYS EA 1,200.0000 26,400.00 0.000 0 112 MISCELLANEOUS IRON AND STEEL LB 3.0000 6,852.00 2,284.000 6,852 (F) 113 TYPE 'C' CATCH BASIN FRAME AND GRATE EA 4,600.0000 13,800.00 3.000 13,800 114 ADJUST WATER VALVE TO GRADE EA 35.0000 1,295.00 37.000 1,295 115 REMOVE AND REPLACE MONUMENT EA 368.0000 6,624.00 0.000 0 116 PAINT CURB (2-COAT) SQFT 2.0000 2,400.00 1,200.000 2,400 117 STAIN GALVANIZED SURFACES (LF) LF 250.0000 10,250.00 41.000 10,250 118 STAIN GALVANIZED SURFACES (EA) EA 2,600.0000 2,600.00 1.000 2,600 119 ROCK STAIN SQFT 26.0000 4,420.00 0.000 0 120 TEMPORARY FENCE (TYPE CL-6) LF 75.0000 11,250.00 150.000 11,250 121 RECONSTRUCT FENCE LF 150.0000 16,500.00 110.000 16,500 122 DELINEATOR (CLASS 1) EA 60.0000 6,600.00 0.000 0 123 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 16,770.00 5,590.000 16,770 124 TREATMENT BEST MANAGEMENT PRACTICE EA 60.0000 360.00 6.000 360.00 6.000 360 MARKER 125 OBJECT MARKER (TYPE P) EA 60.0000 2,400.00 32.000 1,920.00 32.000 1,920 126 REMOVE ROADSIDE SIGN EA 100.0000 3,200.00 32.000 3,200.00 32.000 3,200 127 REMOVE ROADSIDE SIGN PANEL EA 50.0000 7,000.00 140.000 7,000.00 140.000 7,000 128 REMOVE METAL POST EA 500.0000 1,500.00 3.000 1,500.00 3.000 1,500 129 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.6000 36,520.00 2,200.000 36,520.00 2,200.000 36,520 (0.063"-UNFRAMED) 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 4,255.00 230.000 4,255.00 230.000 4,255 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 6 DATE 08/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9604 TIME 09:15 PM ESTIMATE NO. 015 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 08/20/25 R.E. NAME: WONG, ANDREW DATE OF THIS ESTIMATE 08/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 37.6500 7,153.50 190.000 7,153.50 190.000 7,153 (0.063"-FRAMED) 132 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.2500 967.50 30.000 967.50 30.000 967 (0.080"-FRAMED) 133 ROADSIDE SIGN - ONE POST EA 400.0000 40,000.00 100.000 40,000.00 100.000 40,000 134 ROADSIDE SIGN - TWO POST EA 900.0000 3,600.00 4.000 3,600.00 4.000 3,600 135 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 150.0000 21,000.00 140.000 21,000.00 140.000 21,000 POST 136 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 38.0000 144,780.00 762.500 28,975.00 762.500 28,975 137 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 55,000.00 0.000 0 138 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 138.0000 138.00 0.000 0 139 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,750.0000 120,000.00 8.000 30,000.00 8.000 30,000 140 ALTERNATIVE CRASH CUSHION TL-3 EA 52,000.0000 364,000.00 2.000 104,000.00 6.000 312,000 141 CONCRETE BARRIER (TYPE 60M) LF 621.0000 43,470.00 0.000 0 142 CONCRETE BARRIER TRANSITION LF 1,532.0000 68,940.00 0.000 0 (F) 143 REMOVE GUARDRAIL LF 6.0000 18,840.00 1,196.000 7,176.00 1,283.500 7,701 144 REMOVE CONCRETE BARRIER LF 125.0000 10,000.00 0.000 0 145 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.0000 25,650.00 5,130.000 25,650 WET NIGHT VISIBILITY) 146 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 376,600.00 269,000.000 376,600 (ENHANCED WET NIGHT VISIBILITY) 147 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 3,500.00 1,400.000 3,500 (ENHANCED WET NIGHT VISIBILITY) 148 12" RUMBLE STRIP (ASPHALT CONCRETE STA 65.0000 26,000.00 400.000 26,000 PAVEMENT-SINUSOIDAL) 149 RECTANGULAR RAPID FLASHING BEACON LS 220,000.0000 220,000.00 0.990 217,800 SYSTEMS 150 PEDESTRIAN HYBRID BEACON SYSTEMS LS 145,000.0000 145,000.00 0.017 2,465.00 1.000 145,000 151 RADAR SPEED FEEDBACK SIGN SYSTEMS LS 52,000.0000 52,000.00 0.009 468.00 1.000 52,000 152 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 153 REMOVE PAINTED TRAFFIC STRIPE LF 0.4500 720.00 0.000 0 154 REMOVE PAVEMENT MARKER EA 1.0000 36.00 0.000 0 155 REMOVE PAVEMENT MARKING SQFT 2.5000 1,350.00 0.000 0 156 TEMPORARY GRAVEL BAG BERM LF 16.8700 5,061.00 42.000 708 157 VIBRATION AND CRACK MONITORING LS 18,700.0000 18,700.00 1.000 18,700 PROGRAM CAS145 PAGE 7 DATE 08/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9604 TIME 09:15 PM ESTIMATE NO. 015 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 08/20/25 R.E. NAME: WONG, ANDREW DATE OF THIS ESTIMATE 08/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 159 MOBILE BARRIER TRAILER MO 32,000.0000 64,000.00 0.000 0 160 PHOTO AND VIDEO SURVEY OF EXISTING LS 10,000.0000 10,000.00 1.000 10,000 NON-HIGHWAY FACILITIES PROGRAM CAS145 PAGE 8 DATE 08/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9604 TIME 09:15 PM ESTIMATE NO. 015 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 08/20/25 R.E. NAME: WONG, ANDREW DATE OF THIS ESTIMATE 08/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 482,602.21 11,554,132.57 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 154,001.54 973,722.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 636,603.75 12,527,854.97 161 MOBILIZATION LS 1,032,000.0000 1,032,000.00 1.000 1,032,000 ORIGINAL CONTRACT AMOUNT 14,588,627.50 TOTAL WORK COMPLETED 636,603.75 13,559,854.97 MATERIALS ON HAND ON SITE -71,020.95 0.00 DEDUCTIONS 0.00 0.00 TOTAL 565,582.80 13,559,854.97 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 03/07/24 510 03/22/24 03/22/24 04/14/26 205 148 0 0 86% 40% PROGRESS IS SATISFACTORY WONG, ANDREW RESIDENT ENGINEER