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 07/17/25 EST. NO. 038 TIME 10:51 AM R.E. NAME: LA SERNA, FABIO 04-264724 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0172 8,824.17 E.W. @ F.A.(+) 042125 N 1231.0 0172-1 -8,824.17 042125 N 1231.0 DAO CORRECTING ENTRY 0172-2 8,721.08 042125 N 1231.0 DAO CORRECTING ENTRY 0172-3 -8,721.08 042125 N 1231.0 DAO CORRECTING ENTRY 0172-4 8,742.13 042125 N 1231.0 DAO CORRECTING ENTRY 0174 18,982.64 042425 N 1244.0 0177 4,274.28 050925 N 1261.0 0178 1,981.73 051425 N 1265.0 0179 18,983.65 051525 N 1267.0 0180 12,172.84 051625 N 1269.0 0181 4,235.97 051525 N 1270.0 0182 990.86 051425 N 1272.0 0182-1 -990.86 051425 N 1272.0 DAO CORRECTING ENTRY 0182-2 1,981.72 051425 N 1272.0 DAO CORRECTING ENTRY 0183 12,524.59 051625 N 1273.0 0184 11,064.81 051925 N 1274.0 0185 1,623.20 051625 N 1277.0 0186 1,264.63 060925 N 1305.0 003 0017 612.24 E.W. @ F.A.(+) 052725 N 1303.0 006 0064 1,835.80 E.W. @ F.A.(+) 060225 N 1296.0 016 0047 2,849.33 E.W. @ F.A.(+) 051525 N 1266.0 043 0012 21,202.92 E.W. @ F.A.(+) 022725 N 1196.0 0012-1 -21,202.92 022725 N 1196.0 DAO CORRECTING ENTRY 0012-2 19,275.38 022725 N 1196.0 DAO CORRECTING ENTRY 072 0014 4,298.12 E.W. @ F.A.(+) 032724 N 0757.1 0015 4,462.11 032824 N 0759.1 0016 5,809.07 040224 N 0763.2 080 0008 2,949.00 E.W. @ F.A.(+) 052825 N 1289.0 085 0020 2,250.35 E.W. @ F.A.(+) 032025 N 1219.1 0021 1,121.62 032125 N 1220.1 143,295.21 TOTAL THIS ESTIMATE 9,257,513.42 TOTAL PREVIOUS ESTIMATE 9,400,808.63 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 07/17/25 EST. NO. 038 TIME 10:51 AM R.E. NAME: LA SERNA, FABIO 04-264724 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE CLOSURE -2,000.00 001 SURVEY QUESTIONAIRE -1,000.00 002 OUT OF STATE-UTS -5,000.00 006 OUT OF STATE-AMERON -2,000.00 006 SURVEY QUESTIONAIRE -1,000.00 006 BARRIER RESTAKING -4,956.00 022 OUT OF STATE-UIS -5,000.00 022 OUT OF STATE 4/15/24 -5,000.00 024 OUT OF STATE 4/24/24 -5,000.00 024 OUT OF STATE AMERON -1,000.00 026 OUT OF STATE UIS -5,000.00 026 RESTAKE REQUEST 66 -6,608.00 026 OUT OF STATE UIS 529 5,000.00 027 LIQUID DAMAGES -12,000.00 032 LIQUID DAMAGES 12,000.00 037 RESTAKING CHARGES -2,076.00 038 -2,076.00 -40,640.00 TOTAL DEDUCTIONS -2,076.00 -40,640.00 PROGRAM CAS145 PAGE 1 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:51 AM ESTIMATE NO. 038 BID OPENING 02/15/22 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: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/17/25 LOCATION RERUN PROGRESS ESTIMATE 04-MRN-101-R20.8/27.1 ----------------------- GHILOTTI CONSTRUCTION COMPANY, IN MARIN COUNTY IN AND NEAR NOVATO INC. FROM 0.1 MILE SOUTH OF FRANKLIN 2301 KERNER BLVD #E AVENUE OVERHEAD TO 0.5 MILE SOUTH SANTA RAFAEL, CA 94901 OF SAN ANTONIO CREEK BRIDGE FED. AID NO. CML-6204(132)N ROADWAY AND BRIDGE WIDENING FOR HOV ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,475.0000 2,475.00 1.000 2,475 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.750 5,625 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 750,000.00 19.000 19,000.00 700.000 700,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 102,000.00 11.667 70,002 MEETING 005 HOURLY OFF-SITE HR 200.0000 16,000.00 6.000 1,200.00 35.000 7,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 384,080.0000 384,080.00 0.860 330,308 007 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.020 200.00 0.870 8,700 008 CONSTRUCTION AREA SIGNS LS 39,500.0000 39,500.00 0.950 37,525 009 TRAFFIC CONTROL SYSTEM LS 688,000.0000 688,000.00 0.020 13,760.00 0.870 598,560 010 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 180.0000 9,000.00 13.000 2,340 011 TYPE III BARRICADE EA 125.0000 1,750.00 2.000 250.00 14.000 1,750 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 3,780.00 378.000 2,268 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 104,000.00 472,906.000 118,226 014 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 32,900.00 615.000 21,525 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 45.0000 67,500.00 0.000 0 SYSTEM DAY 016 TEMPORARY PAVEMENT MARKER EA 4.5000 28,665.00 6,991.000 31,459 017 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 22,000.0000 286,000.00 13.000 286,000 018 TEMPORARY RAILING (TYPE K) LF 12.0000 1,728,000.00 147,460.000 1,769,520 019 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,500.0000 143,000.00 36.000 198,000 020 TEMPORARY CRASH CUSHION MODULE EA 160.0000 15,680.00 0.000 0 021 TEMPORARY RADAR SPEED FEEDBACK EA 25,000.0000 175,000.00 7.000 175,000 SIGN SYSTEM 022 JOB SITE MANAGEMENT LS 71,800.0000 71,800.00 0.020 1,436.00 0.870 62,466 PROGRAM CAS145 PAGE 2 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:51 AM ESTIMATE NO. 038 BID OPENING 02/15/22 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: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPARE STORM WATER POLLUTION PREVENTION LS 1,850.0000 1,850.00 0.750 1,387 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 65,000.00 49.000 24,500 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 39,500.00 33.000 16,500 026 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000.00 3.000 6,000 027 MOVE-IN/MOVE-OUT EA 950.0000 19,950.00 15.000 14,250 (TEMPORARY EROSION CONTROL) 028 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 85,500.00 121,531.501 121,531 (BONDED FIBER MATRIX) 029 TEMPORARY COVER SQYD 5.5000 212,850.00 145,483.740 800,160 030 TEMPORARY CHECK DAM LF 10.0000 13,300.00 1,795.000 17,950 031 TEMPORARY DRAINAGE INLET PROTECTION EA 130.0000 44,200.00 146.000 18,980 032 TEMPORARY FIBER ROLL LF 3.5000 211,050.00 18,759.000 65,656 033 TEMPORARY REINFORCED SILT FENCE LF 7.0000 121,100.00 6,158.000 43,106.00 17,297.000 121,079 034 TEMPORARY SILT FENCE LF 2.2500 142,875.00 12,478.000 28,075 035 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 99,000.00 5.000 22,500 036 STREET SWEEPING LS 48,800.0000 48,800.00 0.020 976.00 0.870 42,456 037 TEMPORARY ACTIVE TREATMENT SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 038 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.020 200.00 0.870 8,700 039 WATER QUALITY MONITORING REPORT EA 500.0000 3,000.00 0.000 0 040 TEMPORARY CREEK DIVERSION SYSTEMS LS 88,000.0000 88,000.00 1.000 88,000 041 ASBESTOS COMPLIANCE PLAN LS 1,200.0000 1,200.00 0.000 0 042 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 42,150.00 17,272.000 25,908 STRIPE (HAZARDOUS WASTE) 043 ELECTRICAL EQUIPMENT CONTAINING EA 50.0000 6,500.00 0.000 0 HAZARDOUS MATERIAL DISPOSAL 044 ADL BURIAL LOCATION REPORT LS 7,500.0000 7,500.00 0.000 0 045 TREATED WOOD WASTE LB 0.2100 91,770.00 185,620.000 38,980 046 NOISE MONITORING LS 2,000.0000 2,000.00 0.000 0 047 REMOVE CONCRETE (CY) CY 200.0000 34,000.00 131.390 26,278 048 REMOVE CONCRETE (DITCH) LF 35.0000 11,200.00 860.000 30,100 049 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 28,000.00 10,720.000 42,880 PROGRAM CAS145 PAGE 3 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:51 AM ESTIMATE NO. 038 BID OPENING 02/15/22 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: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLEARING AND GRUBBING (LS) LS 70,050.0000 70,050.00 1.000 70,050 051 ROADWAY EXCAVATION CY 5.0000 855,000.00 163,955.320 819,776 052 ROADWAY EXCAVATION (AMA) CY 55.0000 270,050.00 10,861.880 597,403 053 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 35.0000 30,100.00 856.000 29,960 054 ROADWAY EXCAVATION (TYPE COM) CY 5.0000 3,300.00 652.991 3,264 (AERIALLY DEPOSITED LEAD) 055 ROADWAY EXCAVATION (TYPE R-1) CY 5.0000 130,000.00 25,729.100 128,645 (AERIALLY DEPOSITED LEAD) 056 STRUCTURE EXCAVATION (BRIDGE) CY 200.0000 67,400.00 337.000 67,400 (F) 057 STRUCTURE EXCAVATION (RETAINING WALL) CY 45.0000 562,815.00 11,072.000 498,240 (F) 058 STRUCTURE EXCAVATION (CRASH WALL) CY 220.0000 64,460.00 0.000 0 (F) 059 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 65.0000 103,220.00 1,352.000 87,880 (F) 060 STRUCTURE BACKFILL (BRIDGE) CY 400.0000 87,600.00 219.000 87,600 (F) 061 STRUCTURE BACKFILL (CRASH WALL) CY 225.0000 65,925.00 0.000 0 (F) 062 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 742,560.00 15,306.000 918,360 (F) 063 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 200.0000 31,800.00 224.000 44,800 (F) 064 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.0000 442,000.00 217,644.000 435,288 CLASS B2 065 CONTROL AND NEUTRAL CONDUCTORS LS 10,000.0000 10,000.00 0.000 0 066 3" PLASTIC PIPE (SCHEDULE 40) LF 30.0000 12,510.00 0.000 0 (F) (SUPPLY LINE) 067 8" CORRUGATED HIGH DENSITY LF 100.0000 22,000.00 51.000 5,100.00 149.000 14,900 POLYETHYLENE PIPE CONDUIT 068 8" WELDED STEEL PIPE CONDUIT LF 300.0000 48,000.00 167.000 50,100 069 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 10,800.00 12.000 5,400 070 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5800 37,584.00 4,356.000 2,526.48 72,893.000 42,277 071 HYDROMULCH SQFT 0.0400 40,400.00 11,635.000 465.40 914,751.000 36,590 072 FIBER ROLLS LF 3.5500 304,945.00 1,194.000 4,238.70 55,169.000 195,849 073 STRAW SQFT 0.0700 52,430.00 4,356.000 304.92 639,216.000 44,745 074 HYDROSEED SQFT 0.1000 101,000.00 11,635.000 1,163.50 914,681.000 91,468 075 COMPOST (CY) CY 45.0000 56,250.00 19.392 872.64 1,081.312 48,659 076 PERMANENT EROSION CONTROL ESTABLISHMENT LS 50,000.0000 50,000.00 0.000 0 WORK PROGRAM CAS145 PAGE 4 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:51 AM ESTIMATE NO. 038 BID OPENING 02/15/22 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: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE SUBBASE CY 40.0000 1,432,000.00 35,590.500 1,423,620 078 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 2,644,000.00 64,744.841 2,589,793 079 CRACK TREATMENT LNMI 6,500.0000 52,000.00 0.000 0 080 MICRO-SURFACING TON 637.0000 171,990.00 278.420 177,353 081 FULL WIDTH SEGMENT CORRECTION EA 6,000.0000 24,000.00 0.000 0 082 PARTIAL WIDTH SEGMENT CORRECTION EA 8,000.0000 8,000.00 0.000 0 083 REPLACE ASPHALT CONCRETE SURFACING CY 275.0000 222,750.00 316.700 87,092 084 HOT MIX ASPHALT (TYPE A) TON 100.0000 14,300,000.00 129,618.050 12,961,805 085 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 4,840,000.00 7,377.630 811,539 086 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 110.0000 2,420,000.00 0.000 0 (OPEN GRADED FRICTION COURSE) 087 DATA CORE LS 15,600.0000 15,600.00 0.000 0 088 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 1,380.00 0.000 0 089 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 9,720.00 0.000 0 090 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 11,730.00 0.000 0 091 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 1,170.00 0.000 0 092 PLACE HOT MIX ASPHALT SQYD 11.0000 134,200.00 11,883.000 130,713 (MISCELLANEOUS AREA) 093 TACK COAT TON 1,600.0000 464,000.00 134.207 214,731 094 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 5,820.00 0.000 0 095 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 356,000.00 5,229.000 41,832 096 REMOVE BASE AND SURFACING CY 80.0000 5,520.00 42.000 3,360 097 REMOVE CONCRETE PAVEMENT (CY) CY 22.0000 924,000.00 41,935.000 922,570 098 SOIL NAIL LF 23.3500 282,091.35 10,932.000 255,262 099 TEMPORARY REINFORCED EMBANKMENT LS 928,000.0000 928,000.00 1.000 928,000 100 108" PERMANENT STEEL CASING LF 1,836.0000 88,128.00 48.000 88,128 101 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 390.0000 154,440.00 396.000 154,440 102 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 3,150.0000 296,100.00 94.000 296,100 103 108" CAST-IN-DRILLED-HOLE CONCRETE LF 4,100.0000 196,800.00 48.000 196,800 PILING PROGRAM CAS145 PAGE 5 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:51 AM ESTIMATE NO. 038 BID OPENING 02/15/22 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: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH PILING LF 50.0000 33,000.00 670.000 33,500 (CLASS 200)(ALTERNATIVE X) 105 DRIVE PILE EA 10,000.0000 120,000.00 12.000 120,000 (CLASS 200)(ALTERNATIVE X) 106 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,895.0000 144,020.00 54.000 102,330 PILE (SIGN FOUNDATION) 107 PRESTRESSING CAST-IN-PLACE CONCRETE LS 181,000.0000 181,000.00 1.000 181,000 108 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,400.0000 93,800.00 67.000 93,800 (F) 109 STRUCTURAL CONCRETE, BRIDGE CY 3,300.0000 1,966,800.00 596.000 1,966,800 (F) 110 STRUCTURAL CONCRETE, BRIDGE CY 850.0000 258,400.00 304.000 258,400 (F) (POLYMER FIBER) 111 STRUCTURAL CONCRETE, CRASH WALL CY 750.0000 263,250.00 0.000 0 (F) 112 STRUCTURAL CONCRETE, RETAINING WALL CY 875.0000 5,325,250.00 5,664.000 4,956,000 (F) 113 STRUCTURAL CONCRETE, BOX CULVERT CY 2,200.0000 1,746,800.00 790.620 1,739,364 (F) 114 STRUCTURAL CONCRETE, HEADWALL CY 2,800.0000 58,800.00 20.300 56,840 (F) 115 STRUCTURAL CONCRETE, WINGWALL CY 2,100.0000 394,800.00 188.000 394,800 (F) 116 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 1,480,600.00 22.940 50,468.00 654.820 1,440,604 (F) 117 G2 MANHOLE EA 14,000.0000 98,000.00 6.000 84,000 118 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 2,400.0000 187,200.00 78.000 187,200 (F) 119 FRACTURED FIN TEXTURE SQFT 20.0000 546,640.00 27,332.000 546,640 (F) 120 DRY STACK ROCK TEXTURE SQFT 25.0000 327,275.00 13,075.000 326,875 (F) 121 DRILL AND BOND DOWEL LF 55.0000 3,520.00 64.000 3,520 122 BAR REINFORCING STEEL (CRASH WALL) LB 2.1800 78,826.62 0.000 0 (F) 123 BAR REINFORCING STEEL LB 2.8800 3,504.96 1,217.000 3,504 (F) 124 BAR REINFORCING STEEL (BRIDGE) LB 1.3400 566,202.26 422,539.000 566,202 (F) 125 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4400 917,917.92 721,138.000 1,038,438 (F) 126 BAR REINFORCING STEEL (WING WALL) LB 1.4000 19,028.80 13,592.000 19,028 (F) 127 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 158,030.00 157,584.000 157,584 (F) 128 STRUCTURAL SHOTCRETE CY 375.0000 96,000.00 223.000 83,625 (F) 129 ASPHALT MEMBRANE WATERPROOFING SQFT 9.1900 14,400.73 1,567.000 14,400 (F) 130 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 4.7500 282,625.00 59,458.000 282,425 PROGRAM CAS145 PAGE 6 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:51 AM ESTIMATE NO. 038 BID OPENING 02/15/22 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: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.4500 26,775.00 47,884.000 21,547 132 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 133 BRIDGE REMOVAL (PORTION), LOCATION A LS 78,000.0000 78,000.00 1.000 78,000 134 BRIDGE REMOVAL (PORTION), LOCATION B LS 300,000.0000 300,000.00 1.000 300,000 135 COLUMN CASING LB 7.0000 1,334,228.00 190,604.000 1,334,228 (F) 136 18" ALTERNATIVE PIPE CULVERT LF 110.0000 372,900.00 3,287.900 361,669 137 24" ALTERNATIVE PIPE CULVERT LF 160.0000 313,600.00 1,962.200 313,952 138 30" ALTERNATIVE PIPE CULVERT LF 350.0000 1,400.00 4.000 1,400 139 36" ALTERNATIVE PIPE CULVERT LF 370.0000 118,400.00 322.300 119,251 140 CONCRETE BACKFILL (PIPE TRENCH) CY 250.0000 33,000.00 132.000 33,000 (F) 141 15" TEMPORARY CULVERT LF 125.0000 21,250.00 105.000 13,125 142 IMPORTED BIOFILTRATION SOIL CY 58.0000 249,980.00 4,296.400 249,191 143 GROSS SOLIDS REMOVAL DEVICE LINEAR EA 140,000.0000 140,000.00 1.000 140,000 RADIAL TYPE LR-2 (6) 144 TRASH NET (END OF PIPE CONNECTIONS) EA 7,000.0000 42,000.00 0.000 0 145 TRASH NET (HEADWALL CONNECTION) EA 7,500.0000 7,500.00 0.000 0 146 15" REINFORCED CONCRETE PIPE LF 120.0000 15,600.00 122.000 14,640 147 18" REINFORCED CONCRETE PIPE LF 180.0000 250,200.00 1,276.100 229,698 148 24" REINFORCED CONCRETE PIPE LF 300.0000 93,000.00 310.000 93,000 149 36" REINFORCED CONCRETE PIPE LF 400.0000 56,000.00 130.000 52,000 150 48" REINFORCED CONCRETE PIPE LF 500.0000 55,000.00 103.000 51,500 151 60" REINFORCED CONCRETE PIPE LF 625.0000 250,000.00 395.000 246,875 152 14"X23" REINFORCED CONCRETE PIPE ARCH LF 400.0000 19,600.00 49.000 19,600 153 19"X30" REINFORCED CONCRETE PIPE ARCH LF 400.0000 48,000.00 117.000 46,800 154 18" CORRUGATED STEEL PIPE (.109" THICK) LF 130.0000 5,200.00 40.000 5,200 155 24" CORRUGATED STEEL PIPE (.168" THICK) LF 200.0000 2,400.00 11.900 2,380 156 8" PERFORATED STEEL PIPE UNDERDRAIN LF 25.0000 2,075.00 83.000 2,075 (.064" THICK) 157 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 225,300.00 7,625.500 228,765 PROGRAM CAS145 PAGE 7 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:51 AM ESTIMATE NO. 038 BID OPENING 02/15/22 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: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 273,000.00 8,185.400 245,562 159 GEOCOMPOSITE DRAIN SQFT 3.0000 5,610.00 1,659.000 4,977 160 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 5,900.00 59.000 5,900 (.064" THICK) 161 GRATED LINE DRAIN LF 255.0000 392,700.00 0.000 0 162 12" WELDED STEEL PIPE (.250" THICK) LF 500.0000 8,000.00 16.000 8,000 163 18" CONCRETE FLARED END SECTION EA 1,400.0000 4,200.00 3.000 4,200 164 15" ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 0.000 0 165 18" ALTERNATIVE FLARED END SECTION EA 800.0000 3,200.00 2.000 1,600 166 24" ALTERNATIVE FLARED END SECTION EA 900.0000 1,800.00 1.000 900 167 36" ALTERNATIVE FLARED END SECTION EA 1,800.0000 1,800.00 1.000 1,800 168 36" PRECAST CONCRETE PIPE INLET LF 850.0000 34,850.00 33.000 28,050 169 INLET DEPRESSION (CY) CY 1,100.0000 198,000.00 52.110 57,321.00 122.560 134,816 170 ABANDON CULVERT (LF) LF 50.0000 95,500.00 1,865.800 93,290 171 REMOVE DRAINAGE FACILITY (EA) EA 11,000.0000 11,000.00 1.000 11,000 172 REMOVE CULVERT (LF) LF 30.0000 162,000.00 4,272.800 128,184 173 REMOVE REINFORCED CONCRETE BOX CULVERT LF 160.0000 46,400.00 290.000 46,400 (LF) 174 REMOVE INLET EA 1,200.0000 91,200.00 73.000 87,600 175 REMOVE HEADWALL EA 2,200.0000 46,200.00 22.000 48,400 176 REMOVE FLARED END SECTION (EA) EA 200.0000 3,200.00 12.000 2,400 177 ADJUST INLET EA 4,100.0000 114,800.00 1.000 4,100.00 13.000 53,300 178 MODIFY INLET TO MANHOLE EA 4,100.0000 8,200.00 2.000 8,200 179 CAP INLET EA 2,800.0000 28,000.00 10.000 28,000 180 SAND BACKFILL CY 175.0000 64,750.00 315.600 55,230 181 SMALL-ROCK SLOPE PROTECTION CY 210.0000 17,430.00 34.220 7,186 (F) 182 GRAVEL FILTER CY 250.0000 57,500.00 209.130 52,282 183 CONCRETE (DITCH LINING) CY 1,600.0000 288,000.00 272.380 435,808 184 SLOPE PAVING (CONCRETE) CY 900.0000 229,500.00 206.190 185,571 PROGRAM CAS145 PAGE 8 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:51 AM ESTIMATE NO. 038 BID OPENING 02/15/22 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: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 SLOPE PAVING (CONCRETE PAVERS) SQFT 25.0000 19,450.00 810.000 20,250 186 ROCK SLOPE PROTECTION CY 220.0000 20,460.00 92.300 20,306 (60 LB, CLASS II, METHOD B) (CY) 187 ROCK SLOPE PROTECTION CY 220.0000 57,200.00 245.831 54,082 (20 LB, CLASS I, METHOD B) (CY) 188 MINOR CONCRETE (CURB) (LF) LF 55.0000 34,100.00 675.250 37,138 189 MINOR CONCRETE (GUTTER) (LF) LF 55.0000 220,550.00 4,010.000 220,550 190 MINOR CONCRETE (TEXTURED PAVING) CY 500.0000 60,000.00 104.000 52,000 191 REMOVE CONCRETE (CURB AND GUTTER) LF 30.0000 4,800.00 157.000 4,710 192 MISCELLANEOUS IRON AND STEEL LB 2.0000 111,880.00 1,304.000 2,608.00 53,006.000 106,012 (F) 193 LIGHTING (CITY STREET) LS 109,300.0000 109,300.00 0.060 6,558 194 ANTI-GRAFFITI COATING SQFT 1.0000 46,858.00 30,734.000 30,734 (F) 195 OBLITERATE SURFACING SQYD 1.5000 5,805.00 4,844.880 7,267 196 CHAIN LINK FENCE (TYPE CL-6) LF 45.0000 4,320.00 355.000 15,975 197 REMOVE CHAIN LINK FENCE LF 7.9000 1,501.00 190.000 1,501 198 REMOVE PAVEMENT MARKER EA 1.0000 2,840.00 2,206.000 2,206 199 DELINEATOR (CLASS 1) EA 40.0000 1,080.00 0.000 0 200 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 20,250.00 397.000 1,786 201 TREATMENT BEST MANAGEMENT EA 60.0000 6,600.00 0.000 0 PRACTICE MARKER 202 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 203 OBJECT MARKER (TYPE R) EA 75.0000 150.00 0.000 0 204 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 2,800.00 17.000 1,700 205 REMOVE ROADSIDE SIGN PANEL EA 50.0000 300.00 1.000 50 206 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 17.0000 13,600.00 0.000 0 207 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2000 15,792.00 0.000 0 (0.063"-UNFRAMED) 208 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.6000 2,112.00 0.000 0 (0.080"-UNFRAMED) 209 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.0000 10,660.00 0.000 0 (0.080"-FRAMED) 210 METAL (BARRIER MOUNTED SIGN) LB 9.5000 40,280.00 0.000 0 211 ROADSIDE SIGN - ONE POST EA 300.0000 2,400.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:51 AM ESTIMATE NO. 038 BID OPENING 02/15/22 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: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 ROADSIDE SIGN - TWO POST EA 500.0000 4,000.00 0.000 0 213 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 5,000.0000 5,000.00 0.000 0 214 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 45.0000 51,750.00 1,479.500 66,577 215 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 150,400.00 1,989.670 159,173 216 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 160.0000 19,200.00 120.000 19,200 (F) 217 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 53.0000 20,670.00 382.000 20,246 218 CABLE RAILING LF 30.0000 122,760.00 4,028.000 120,840 (F) 219 TRANSITION RAILING (TYPE STB) EA 5,000.0000 10,000.00 2.000 10,000 220 TRANSITION RAILING (TYPE WB-31) EA 4,566.0300 118,716.78 27.000 123,282 221 END CAP (TYPE A) EA 200.0000 600.00 3.000 600 222 END CAP (TYPE TC) EA 250.0000 6,250.00 25.000 6,250 223 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,050.0000 5,250.00 4.000 4,200 224 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 96,000.00 26.000 104,000 225 CONCRETE BARRIER (TYPE 60M) LF 87.0000 1,774,800.00 17,730.000 1,542,510.00 17,863.000 1,554,081 226 CONCRETE BARRIER (TYPE 60MC) LF 154.0000 1,955,800.00 500.000 77,000.00 15,579.000 2,399,166 227 CONCRETE BARRIER (TYPE 60MF) LF 445.0000 160,200.00 194.500 86,552 228 CONCRETE BARRIER (TYPE 60MP) LF 430.0000 146,200.00 140.000 60,200 229 CONCRETE BARRIER (TYPE 60MC MODIFIED) LF 462.0000 55,440.00 194.000 89,628 230 CONCRETE BARRIER LF 81.0000 321,165.00 3,935.000 318,735 (TYPE 60MD MODIFIED) 231 CONCRETE BARRIER (TYPE 60PR) LF 454.0000 26,332.00 58.000 26,332 232 CONCRETE BARRIER (TYPE 836) LF 130.0000 67,600.00 520.000 67,600 (F) 233 CONCRETE BARRIER (TYPE 836A) LF 146.8700 545,622.05 3,675.000 539,747 (F) 234 REMOVE GUARDRAIL LF 4.0000 14,880.00 3,852.000 15,408 235 REMOVE SINGLE METAL BEAM BARRIER LF 5.0000 3,200.00 226.000 1,130 236 REMOVE DOUBLE METAL BEAM BARRIER LF 4.0000 84,400.00 21,093.000 84,372 237 REMOVE CONCRETE BARRIER LF 34.6900 267,113.00 7,791.000 270,269 238 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 28,700.00 298.510 2,089 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 10 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:51 AM ESTIMATE NO. 038 BID OPENING 02/15/22 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: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5400 58,860.00 21.000 11 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 240 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 720.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 241 PAINT TRAFFIC STRIPE (1-COAT) LF 0.3000 8,040.00 6,112.000 1,833 242 PAINT PAVEMENT MARKING (1-COAT) SQFT 3.0000 3,570.00 84.000 252 243 PAINT POSTMILE MARKING (1-COAT) EA 150.0000 19,500.00 0.000 0 244 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 108,300.00 6,863.000 6,519 (ENHANCED WET NIGHT VISIBILITY) 245 12" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 22,350.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 246 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 24,300.00 64,288.000 19,286 247 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 1,505.00 143.000 500 248 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 249 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.5000 14,520.00 0.000 0 (WARRANTY) 250 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.5000 11,025.00 0.000 0 (WARRANTY) (BROKEN 18-12) 251 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.5000 1,215.00 0.000 0 (WARRANTY) (BROKEN 17-7) 252 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.750 3,750 SYSTEM ELEMENTS DURING CONSTRUCTION 253 TEMPORARY LIGHTING SYSTEMS LS 467,000.0000 467,000.00 0.950 443,650 254 MODIFYING LIGHTING SYSTEMS LS 337,000.0000 337,000.00 0.860 289,820 255 MODIFYING RAMP METERING SYSTEMS LS 588,500.0000 588,500.00 0.680 400,180 256 MODIFYING TRAFFIC MONITORING STATIONS LS 814,500.0000 814,500.00 0.600 488,700 257 REMOVING TRAFFIC MONITORING STATIONS LS 18,000.0000 18,000.00 0.000 0 258 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 259 STRUCTURE EXCAVATION (TYPE R-1) CY 50.0000 180,500.00 3,601.000 180,050 (AERIALLY DEPOSITED LEAD) 260 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.5000 127,500.00 271,764.000 135,882 PROGRAM CAS145 PAGE 11 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:51 AM ESTIMATE NO. 038 BID OPENING 02/15/22 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: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,830,806.64 60,628,803.37 ADJUSTMENT OF COMPENSATION 0.00 292,279.60 EXTRA WORK 143,295.21 9,108,529.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,974,101.85 70,029,612.00 261 MOBILIZATION LS 7,144,000.0000 7,144,000.00 1.000 7,144,000 ORIGINAL CONTRACT AMOUNT 78,860,144.47 TOTAL WORK COMPLETED 1,974,101.85 77,173,612.00 MATERIALS ON HAND ON SITE 256,146.75 DEDUCTIONS -2,076.00 -40,640.00 TOTAL 1,972,025.85 77,389,118.75 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 05/13/22 1000 07/07/22 07/07/22 11/17/26 648 105 52 0 85% 62% PROGRESS IS SATISFACTORY LA SERNA, FABIO RESIDENT ENGINEER