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 07/21/25 EST. NO. 035 TIME 10:48 AM R.E. NAME: GEOFFREY WRIGHT 01-0E0904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 042 0008 3,309.79 E.W. @ F.A.(+) 051925 N 0322.0 0009 3,028.93 052025 N 0323.0 043 0001 2,621.32 E.W. @ F.A.(+) 052725 N 0325.0 8,960.04 TOTAL THIS ESTIMATE 1,246,198.74 TOTAL PREVIOUS ESTIMATE 1,255,158.78 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 07/21/25 EST. NO. 035 TIME 10:48 AM R.E. NAME: GEOFFREY WRIGHT 01-0E0904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA 1391 WITHHOLD -10,000.00 025 RELEASE FHWA W/HOLD 10,000.00 026 0.00 0.00 LABOR COMPLIANCE VIOLATION PER 10/22 LTR DEDUCT -10,000.00 003 PER 9/22 LTR DEDUCT -4,000.00 003 DEDUCT LTTR 11/2022 -10,000.00 004 RTRN LTTR 9/2022 4,000.00 004 DEDUCT 12/22 PER LTR -4,000.00 005 RELEASE 10/22 DEDUCT 10,000.00 005 RELEASE 11/22 DEDUCT 10,000.00 006 RELEASE 12/22 DEDUCT 4,000.00 006 PER 3/23 LTR DEDUCT -2,000.00 008 RELEASE 3/23 DEDUCT 2,000.00 011 PER 12/23 LTR DEDUCT -2,000.00 017 PER 1/24 LTR DEDUCT -5,000.00 018 RELEASE 12/23 DEDUCT 2,000.00 018 PER 2/24 LTR DEDUCT -2,000.00 019 RELEASE 1/24 DEDUCT 5,000.00 020 PER 4/24 LTR DEDUCT -2,000.00 021 PER 5/24 LTR DEDUCT -6,000.00 022 RELEASE PER 4/24 LTR 2,000.00 023 RELEASE 5/24 DEDUCT 6,000.00 023 PER 7/24 DEDUCT -10,000.00 024 RELEASE 2/24 DEDUCT 2,000.00 024 PER 8/24 LTR DEDUCT -2,000.00 025 RELEASE 7/24 DEDUCT 10,000.00 026 PER 10/24 LTR DEDUCT -10,000.00 027 RELEASE 8/24 DEDUCT 2,000.00 027 PER 11/24 LTR DEDUCT -2,000.00 028 PER 12/24 LTR DEDUCT -10,000.00 029 RELEASE 10/24 DEDUCT 10,000.00 029 PER 1/25 LTR DEDUCT -3,000.00 030 RELEASE 11/24 DEDUCT 2,000.00 030 DEDUCT LTTR 2/25 -4,000.00 031 PER 3/25 DEDUCT -1,000.00 032 RELEASE 12/24 DEDUCT 10,000.00 032 RELEASE 1/25 DEDUCT 3,000.00 034 RELEASE 2/25 DEDUCT 4,000.00 034 RELEASE 3/25 DEDUCT 1,000.00 034 PER 7/25 LTR DEDUCT -2,000.00 035 -2,000.00 -2,000.00 OVERBID ITEMS OVERBID ITEM NO. 168 -74,591.71 001 OVERBID ITEM NO. 168 -37,295.85 002 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 07/21/25 EST. NO. 035 TIME 10:48 AM R.E. NAME: GEOFFREY WRIGHT 01-0E0904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEM NO. 168 -29,836.68 003 OVERBID ITEM NO. 168 -7,459.18 012 0.00 -149,183.42 TOTAL DEDUCTIONS -2,000.00 -151,183.42 PROGRAM CAS145 PAGE 1 DATE 07/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E0904 TIME 10:48 AM ESTIMATE NO. 035 BID OPENING 01/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: GEOFFREY WRIGHT DATE OF THIS ESTIMATE 07/21/25 LOCATION PROGRESS ESTIMATE 01-MEN-20-33.3/34.4 ----------------- MYERS & SONS CONSTRUCTION, LLC IN MENDOCINO COUNTY NEAR UKIAH FROM 4600 NORTHGATE BLVD, SUITE 10 0.3 MILE WEST OF RUSSIAN RIVER SACRAMENTO CA 95834 BRIDGE AND OVERHEAD TO 0.4 MILE EAST OF COUNTY ROAD 144 FED. AID NO. ACNH-P020(198)E REPLACE TWO BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.750 11,250 003 TIME-RELATED OVERHEAD (LS) LS 2,600,000.0000 2,600,000.00 1.000 2,600,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 90,000.00 6.000 36,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 11.000 2,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 1.000 50,000 007 CONSTRUCTION AREA SIGNS LS 17,500.0000 17,500.00 1.000 17,500 008 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 1.000 250,000 009 TYPE III BARRICADE EA 75.0000 1,200.00 16.000 1,200 010 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.0000 10,350.00 0.000 0 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.8000 15,440.00 23,067.000 18,453 012 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 10,500.00 213.000 10,650 013 PORTABLE RADAR SPEED FEEDBACK SIGN LS 30,000.0000 30,000.00 1.000 30,000 SYSTEM 014 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 15,000.0000 15,000.00 0.000 0 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 1.000 50,000 016 TEMPORARY RAILING (TYPE K) LF 14.0000 124,880.00 9,340.000 130,760 017 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,950.0000 47,200.00 19.000 56,050 018 JOB SITE MANAGEMENT LS 125,000.0000 125,000.00 1.000 125,000 019 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 0.500 5,000 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 55.000 27,500 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 350.0000 70,000.00 119.000 41,650 022 STORM WATER ANNUAL REPORT EA 2,000.0000 12,000.00 2.000 4,000 PROGRAM CAS145 PAGE 2 DATE 07/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E0904 TIME 10:48 AM ESTIMATE NO. 035 BID OPENING 01/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: GEOFFREY WRIGHT DATE OF THIS ESTIMATE 07/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY EROSION CONTROL BLANKET SQYD 4.0000 24,000.00 26,219.000 104,876 024 MOVE-IN/MOVE-OUT EA 1,005.0000 18,090.00 3.000 3,015 (TEMPORARY EROSION CONTROL) 025 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 6,290.00 24,782.000 24,782 (BONDED FIBER MATRIX) 026 TEMPORARY COVER SQYD 0.5000 3,145.00 35,933.094 17,966 027 TEMPORARY CHECK DAM LF 8.8500 1,239.00 261.000 2,309 028 TEMPORARY DRAINAGE INLET PROTECTION EA 170.0000 2,040.00 6.000 1,020 029 TEMPORARY FIBER ROLL LF 3.7500 11,250.00 5,275.000 19,781 030 TEMPORARY GRAVEL BAG BERM LF 8.7000 5,133.00 0.000 0 031 TEMPORARY REINFORCED SILT FENCE LF 12.0000 66,480.00 1,072.000 12,864 032 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 18,000.00 3.000 13,500 033 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 034 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 1.000 20,000 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 350.0000 87,500.00 8.000 2,800 036 WATER QUALITY MONITORING REPORT EA 500.0000 18,000.00 3.000 1,500 037 WATER QUALITY ANNUAL REPORT EA 1,500.0000 9,000.00 1.000 1,500 038 WORK AREA MONITORING (BRIDGE) LS 15,000.0000 15,000.00 1.000 15,000 039 TREATED WOOD WASTE LB 0.7000 1,771.00 452.000 316 040 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 300,000.0000 300,000.00 1.000 300,000 041 NATURAL RESOURCE PROTECTION PLAN LS 5,000.0000 5,000.00 1.000 5,000 042 INVASIVE SPECIES CONTROL LS 5,000.0000 5,000.00 1.000 5,000 043 BIRD AND BAT EXCLUSION DEVICE LS 75,000.0000 75,000.00 1.000 75,000 044 HYDROACUSTIC MONITORING LS 85,000.0000 85,000.00 0.000 0 045 TEMPORARY HIGH-VISIBILITY FENCE LF 3.5000 9,590.00 2,200.000 7,700 046 CLEARING AND GRUBBING (LS) LS 130,000.0000 130,000.00 1.000 130,000 047 ROADWAY EXCAVATION CY 17.2000 1,178,200.00 68,950.000 1,185,940 048 ROADWAY EXCAVATION (CLAY) CY 30.0000 30,600.00 1,020.000 30,600 049 STRUCTURE EXCAVATION (BRIDGE) CY 105.0000 61,005.00 581.000 61,005 (F) PROGRAM CAS145 PAGE 3 DATE 07/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E0904 TIME 10:48 AM ESTIMATE NO. 035 BID OPENING 01/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: GEOFFREY WRIGHT DATE OF THIS ESTIMATE 07/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (TYPE A) CY 385.0000 417,725.00 1,085.000 417,725 (F) 051 STRUCTURE EXCAVATION (TYPE D) CY 165.0000 107,910.00 654.000 107,910 (F) 052 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 57,000.00 541.500 54,150 (F) 053 DITCH EXCAVATION CY 90.0000 76,500.00 850.000 76,500 054 IMPORTED BORROW (CY) CY 38.5000 889,350.00 23,697.000 912,334 055 SOIL DECOMPACTION SQFT 0.3500 40,950.00 116,780.000 40,873 056 ROADSIDE CLEARING LS 35,000.0000 35,000.00 1.000 35,000 057 SOIL AMENDMENT CY 130.0000 1,690.00 13.000 1,690 058 ORGANIC FERTILIZER LB 2.5000 1,100.00 440.000 1,100 059 PLANT (GROUP H) EA 56.0000 14,560.00 0.000 0 060 PLANT (GROUP I) EA 23.0000 25,300.00 1,097.000 25,231 061 PLANT (GROUP M) EA 3.5000 1,365.00 387.000 1,354 062 PLANT (GROUP A) EA 15.0000 15,750.00 1,050.000 15,750 063 PLANT ESTABLISHMENT WORK LS 140,000.0000 140,000.00 0.020 2,800.00 0.352 49,280 064 WOOD MULCH CY 220.0000 18,040.00 82.000 18,040 065 FOLIAGE PROTECTOR EA 115.0000 281,750.00 2,450.000 281,750 066 PLANT INDENTIFIER STAKES EA 4.5500 11,557.00 2,540.000 11,557 067 TEMPORARY IRRIGATION SYSTEM LS 205,000.0000 205,000.00 1.000 205,000 068 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,005.0000 7,035.00 2.000 2,010 069 IMPORTED TOPSOIL (CY) CY 7.0000 1,190.00 170.000 1,190 070 DUFF (SQFT) SQFT 0.1500 17,700.00 118,000.000 17,700 071 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8500 11,730.00 41,779.000 35,512 072 FIBER REINFORCED MATRIX SQFT 0.1300 61,490.00 482,190.800 62,684 073 FIBER ROLLS LF 3.8000 53,580.00 24,011.000 91,241 074 COIR BLOCKS LF 10.0000 21,000.00 1,575.000 15,750 075 COIR LOGS LF 23.0000 17,940.00 0.000 0 076 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.2800 132,440.00 482,190.800 135,013 PROGRAM CAS145 PAGE 4 DATE 07/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E0904 TIME 10:48 AM ESTIMATE NO. 035 BID OPENING 01/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: GEOFFREY WRIGHT DATE OF THIS ESTIMATE 07/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 COMPOST (CY) CY 65.0000 101,400.00 700.000 45,500 078 COMPOST BERM LF 4.0000 33,920.00 7,078.000 28,312 079 INCORPORATE MATERIALS SQFT 0.0200 2,500.00 125,000.000 2,500 080 CLASS 2 AGGREGATE BASE (CY) CY 65.0000 645,450.00 9,927.800 645,307 081 REPLACE ASPHALT CONCRETE SURFACING CY 430.0000 12,900.00 30.000 12,900 082 HOT MIX ASPHALT (TYPE A) TON 142.0000 1,109,020.00 7,741.040 1,099,227 083 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 194.0000 331,740.00 1,489.120 288,889 084 ASPHALT BINDER TON 700.0000 700.00 1.000 700 (GEOSYNTHETIC PAVEMENT INTERLAYER) 085 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 20.0000 8,000.00 400.000 8,000 (PAVING FABRIC) 086 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.4500 4,837.50 1,601.000 10,326 087 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 6.4500 12,964.50 1,219.000 7,862 088 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 27.5000 3,025.00 118.000 3,245 089 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.2000 8,200.00 1,198.000 9,823 090 PLACE HOT MIX ASPHALT SQYD 93.0000 18,600.00 199.999 18,599 (MISCELLANEOUS AREA) 091 TACK COAT TON 600.0000 9,000.00 14.700 8,820 092 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 24,160.00 3,239.000 25,912 093 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 94,400.00 10,322.000 82,576 094 REMOVE BASE AND SURFACING CY 28.0000 316,400.00 11,212.000 313,936 095 FURNISH STEEL PILING (HP 10 X 57) LF 60.0000 786,000.00 13,100.000 786,000 096 DRIVE STEEL PILE (HP 10 X 57) EA 1,500.0000 564,000.00 376.000 564,000 097 PRESTRESSING CAST-IN-PLACE CONCRETE LS 500,000.0000 500,000.00 1.000 500,000 098 SEAL COURSE CONCRETE CY 475.0000 105,450.00 270.000 128,250 099 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 775.0000 444,850.00 574.000 444,850 (F) 100 STRUCTURAL CONCRETE, BRIDGE CY 1,470.0000 3,716,160.00 2,528.000 3,716,160 (F) 101 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 1,166,400.00 1,296.000 1,166,400 (F) (POLYMER FIBER) 102 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,500.0000 183,000.00 122.000 183,000 (F) (TYPE N) 103 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,000.0000 5,000.00 1.000 5,000 (F) PROGRAM CAS145 PAGE 5 DATE 07/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E0904 TIME 10:48 AM ESTIMATE NO. 035 BID OPENING 01/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: GEOFFREY WRIGHT DATE OF THIS ESTIMATE 07/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PRECAST CONCRETE BAT HABITAT (TYPE B) EA 5,000.0000 50,000.00 10.000 50,000 105 PTFE SPHERICAL BEARING EA 20,000.0000 80,000.00 4.000 80,000 106 JOINT SEAL ASSEMBLY (MR 3") LF 450.0000 49,500.00 110.000 49,500 107 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 1,900.0000 96,900.00 51.000 96,900 108 BAR REINFORCING STEEL (BRIDGE) LB 1.4000 1,720,468.40 1,228,906.000 1,720,468 (F) 109 BAR REINFORCING STEEL (GALVANIZED) LB 6.1500 20,270.40 3,296.000 20,270 (F) 110 HEADED BAR REINFORCEMENT EA 15.0000 64,605.00 4,307.000 64,605 (F) 111 STRUCTURAL STEEL LB 15.0000 30,660.00 2,044.000 30,660 (F) (HINGE TRANSVERSE SHEARKEY) 112 REMOVABLE BAT HABITAT (TYPE A) EA 3,500.0000 35,000.00 10.000 35,000 113 BRIDGE REMOVAL, LOCATION A LS 400,000.0000 400,000.00 1.000 400,000 114 BRIDGE REMOVAL, LOCATION B LS 90,000.0000 90,000.00 1.000 90,000 115 24" ALTERNATIVE PIPE CULVERT LF 550.0000 24,750.00 65.000 35,750 116 24" TEMPORARY CULVERT LF 185.0000 25,900.00 140.000 25,900 117 3" PLASTIC PIPE (EDGE DRAIN) LF 100.0000 8,000.00 80.000 8,000 118 8" ENTRANCE TAPER EA 3,500.0000 28,000.00 8.000 28,000 119 8" ANCHOR ASSEMBLY EA 1,300.0000 10,400.00 10.000 13,000 120 8" ALTERNATIVE PIPE DOWNDRAIN LF 110.0000 31,900.00 243.500 26,785 121 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 122 30" ALTERNATIVE FLARED END SECTION EA 3,000.0000 6,000.00 2.000 6,000 123 ABANDON CULVERT (LF) LF 100.0000 22,000.00 220.000 22,000 124 REMOVE OVERSIDE DRAIN EA 2,500.0000 15,000.00 9.000 22,500 125 REMOVE CULVERT (LF) LF 110.0000 6,820.00 42.000 4,620 126 REMOVE HEADWALL EA 7,500.0000 7,500.00 1.000 7,500 127 REMOVE FLARED END SECTION (EA) EA 1,500.0000 1,500.00 1.000 1,500 128 ADJUST FRAME AND GRATE TO GRADE EA 3,000.0000 6,000.00 2.000 6,000 129 MODIFY INLET EA 4,400.0000 4,400.00 1.000 4,400 130 ROCK SLOPE PROTECTION CY 190.0000 7,980.00 16.282 3,093 (150 LB, CLASS III, METHOD B) (CY) PROGRAM CAS145 PAGE 6 DATE 07/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E0904 TIME 10:48 AM ESTIMATE NO. 035 BID OPENING 01/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: GEOFFREY WRIGHT DATE OF THIS ESTIMATE 07/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ROCK SLOPE PROTECTION CY 130.0000 11,700.00 119.000 15,470 (60 LB, CLASS II, METHOD B) (CY) 132 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.0000 4,160.00 340.130 2,721 133 MISCELLANEOUS IRON AND STEEL LB 11.0000 10,780.00 980.000 10,780 (F) 134 BRIDGE DECK DRAINAGE SYSTEM LB 15.0000 63,810.00 4,254.000 63,810 (F) 135 PREPARE AND STAIN CONCRETE SQFT 13.0000 71,825.00 5,525.000 71,825 136 30" WELDED STEEL PIPE TRENCHLESS LF 1,000.0000 250,000.00 262.000 262,000 INSTALLATION (0.75" THICK) 137 CHAIN LINK FENCE (TYPE CL-6) LF 50.0000 66,500.00 1,465.000 73,250 138 REMOVE FENCE LF 10.0000 14,900.00 1,000.000 10,000 139 REMOVE PAVEMENT MARKER EA 2.5000 825.00 122.000 305 140 GUARD RAILING DELINEATOR EA 20.0000 1,440.00 70.000 1,400 141 PAVEMENT MARKER EA 10.0000 6,800.00 622.000 6,220 (RETROREFLECTIVE-RECESSED) 142 MARKER (CULVERT) EA 155.0000 310.00 2.000 310 143 REMOVE ROADSIDE SIGN EA 150.0000 2,550.00 2.000 300 144 RESET ROADSIDE SIGN (ONE POST) EA 300.0000 600.00 2.000 600 145 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.5000 14,025.00 503.000 13,832 (0.063"-UNFRAMED) 146 ROADSIDE SIGN - ONE POST EA 465.0000 6,975.00 15.000 6,975 147 ROADSIDE SIGN - TWO POST EA 1,295.0000 7,770.00 6.000 7,770 148 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 59.0000 79,060.00 1,350.000 79,650 149 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 39,000.00 822.000 61,650 150 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 295.0000 36,580.00 124.000 36,580 (F) 151 TRANSITION RAILING (TYPE WB-31) EA 5,750.0000 23,000.00 4.000 23,000 152 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,125.0000 8,250.00 2.000 8,250 153 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 200.0000 362,200.00 1,811.000 362,200 (F) 154 REMOVE GUARDRAIL LF 18.0000 18,900.00 1,050.000 18,900 155 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 4,600.00 241.000 2,410 (ENHANCED WET NIGHT VISIBILITY) 156 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 19,635.00 23,530.000 20,000 (ENHANCED WET NIGHT VISIBILITY) 157 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 8,250.00 3,250.000 4,875 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 7 DATE 07/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E0904 TIME 10:48 AM ESTIMATE NO. 035 BID OPENING 01/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: GEOFFREY WRIGHT DATE OF THIS ESTIMATE 07/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 6,955.00 14,399.000 9,359 159 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 9.5000 1,995.00 192.000 1,824 160 12" RUMBLE STRIP STA 500.0000 31,000.00 68.000 34,000 (ASPHALT CONCRETE PAVEMENT) 161 6" TRAFFIC STRIPE TAPE LF 8.0000 29,920.00 4,061.000 32,488 162 6" TRAFFIC STRIPE TAPE (BROKEN 36-12) LF 15.0000 765.00 82.000 1,230 163 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,400.0000 2,400.00 1.000 2,400 SYSTEM ELEMENTS DURING CONSTRUCTION 164 2" CONDUIT (BRIDGE) LS 80,000.0000 80,000.00 1.000 80,000 165 3" CONDUIT (BRIDGE) LS 140,000.0000 140,000.00 1.000 140,000 166 FLASHING BEACON SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 167 MODIFYING TRAFFIC MONITORING STATIONS LS 20,000.0000 20,000.00 1.000 20,000 PROGRAM CAS145 PAGE 8 DATE 07/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E0904 TIME 10:48 AM ESTIMATE NO. 035 BID OPENING 01/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: GEOFFREY WRIGHT DATE OF THIS ESTIMATE 07/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,800.00 22,874,972.06 ADJUSTMENT OF COMPENSATION 0.00 24,373.95 EXTRA WORK 8,960.04 1,230,784.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 11,760.04 24,130,130.84 168 MOBILIZATION LS 2,750,000.0000 2,750,000.00 1.000 2,750,000 ORIGINAL CONTRACT AMOUNT 26,008,165.80 TOTAL WORK COMPLETED 11,760.04 26,880,130.84 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -2,000.00 -151,183.42 TOTAL 9,760.04 26,728,947.42 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 168 MOBILIZATION 2,600,816.58 2,750,000.00 149,183.42 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 06/09/22 780 08/03/22 08/03/22 03/18/26 450 284 2 0 97% 58% PROGRESS IS SATISFACTORY GEOFFREY WRIGHT RESIDENT ENGINEER