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 05/20/24 EST. NO. 024 TIME 03:00 PM 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 0102 831.75 E.W. @ F.A.(+) 032024 N 0741.0 0103 603.76 040224 N 0746.0 0104 1,881.20 040524 N 0754.0 0112 4,771.54 042324 N 0804.0 005 0016 -571.12 A.C. @ U.P.(-) 051524 N CT0017 006 0044 142.95 E.W. @ F.A.(+) 113023 N 0574.1 009 0069 254.98 E.W. @ F.A.(+) 040323 N 0331.2 018 0108 20,055.38 E.W. @ F.A.(+) 071123 N 0679.0 030 0056 109.36 E.W. @ F.A.(+) 021524 N 0163.2 0057 9,742.70 021623 N 0166.2 0058 26,710.75 021723 N 0172.2 0059 5,826.15 021823 N 0176.1 0060 27,522.84 021423 N 0180.4 0064 686.62 030123 N 0732.0 040 0032 8,527.40 E.W. @ F.A.(+) 030823 N 0317.2 041 0013 3,698.04 E.W. @ F.A.(+) 052023 N 0404.2 0014 34,328.66 051623 N 0410.2 0015 1,459.14 051823 N 0416.2 043 0001 571.84 E.W. @ F.A.(+) 021524 N 0674.0 0002 407.74 022124 N 647 0 056 0007 7,312.43 E.W. @ F.A.(+) 092823 N 0668.0 057 0003 254.12 E.W. @ F.A.(+) 101023 N 0532.0 0004 2,393.23 100723 N 0533.0 0005 1,119.00 100623 N 0534.0 0006 1,762.10 011824 N 0672.0 062 0013 2,582.57 E.W. @ F.A.(+) 021524 N 0652.1 069 0001 4,741.43 E.W. @ F.A.(+) 032624 N 0737.0 0002 4,392.59 032224 N 0791.0 072 0001 12,742.27 E.W. @ F.A.(+) 032524 N 0726.0 0002 12,379.44 032624 N 0727.0 0003 17,665.20 032724 N 0757.0 0004 17,950.06 032824 N 0759.0 0005 12,593.51 040124 N 0761.0 0006 8,900.19 040224 N 0763.0 090 0027 5,197.44 E.W. @ F.A.(+) 022024 N 0641.0 259,547.26 TOTAL THIS ESTIMATE 5,352,339.61 TOTAL PREVIOUS ESTIMATE 5,611,886.87 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 05/20/24 EST. NO. 024 TIME 03:00 PM 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 -10,000.00 -30,956.00 TOTAL DEDUCTIONS -10,000.00 -30,956.00 PROGRAM CAS145 PAGE 1 DATE 05/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 03:00 PM ESTIMATE NO. 024 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 05/20/24 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 05/20/24 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 21.000 21,000.00 379.000 379,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 102,000.00 7.000 42,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 16,000.00 14.000 2,800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 384,080.0000 384,080.00 0.300 115,224.00 0.730 280,378 007 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.030 300.00 0.510 5,100 008 CONSTRUCTION AREA SIGNS LS 39,500.0000 39,500.00 0.600 23,700 009 TRAFFIC CONTROL SYSTEM LS 688,000.0000 688,000.00 0.030 20,640.00 0.510 350,880 010 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 180.0000 9,000.00 5.000 900 011 TYPE III BARRICADE EA 125.0000 1,750.00 8.000 1,000.00 12.000 1,500 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 3,780.00 336.000 2,016 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 104,000.00 395,753.000 98,938 014 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 32,900.00 196.000 6,860.00 600.000 21,000 015 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 5,918.000 26,631 017 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 22,000.0000 286,000.00 9.000 198,000 018 TEMPORARY RAILING (TYPE K) LF 12.0000 1,728,000.00 220.000 2,640.00 119,220.000 1,430,640 019 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,500.0000 143,000.00 32.000 176,000 020 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 0.030 2,154.00 0.510 36,618 PROGRAM CAS145 PAGE 2 DATE 05/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 03:00 PM ESTIMATE NO. 024 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 05/20/24 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 05/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 500.00 37.000 18,500 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 39,500.00 13.000 6,500 026 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 027 MOVE-IN/MOVE-OUT EA 950.0000 19,950.00 6.000 5,700 (TEMPORARY EROSION CONTROL) 028 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 85,500.00 107,566.281 107,566 (BONDED FIBER MATRIX) 029 TEMPORARY COVER SQYD 5.5000 212,850.00 8,666.000 47,663.00 100,536.000 552,948 030 TEMPORARY CHECK DAM LF 10.0000 13,300.00 535.000 5,350 031 TEMPORARY DRAINAGE INLET PROTECTION EA 130.0000 44,200.00 76.000 9,880 032 TEMPORARY FIBER ROLL LF 3.5000 211,050.00 13,048.000 45,668 033 TEMPORARY REINFORCED SILT FENCE LF 7.0000 121,100.00 3,203.000 22,421.00 9,725.000 68,075 034 TEMPORARY SILT FENCE LF 2.2500 142,875.00 3,453.000 7,769.25 5,348.000 12,033 035 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 99,000.00 3.000 13,500 036 STREET SWEEPING LS 48,800.0000 48,800.00 0.030 1,464.00 0.510 24,888 037 TEMPORARY ACTIVE TREATMENT SYSTEM LS 40,000.0000 40,000.00 0.000 0 038 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.030 300.00 0.510 5,100 039 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 0.170 14,960.00 0.670 58,960 041 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 54,822.000 11,512 046 NOISE MONITORING LS 2,000.0000 2,000.00 0.000 0 047 REMOVE CONCRETE (CY) CY 200.0000 34,000.00 2.790 558.00 43.430 8,686 048 REMOVE CONCRETE (DITCH) LF 35.0000 11,200.00 50.000 1,750 049 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 28,000.00 3,075.000 12,300.00 10,630.000 42,520 PROGRAM CAS145 PAGE 3 DATE 05/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 03:00 PM ESTIMATE NO. 024 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 05/20/24 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 05/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.950 66,547 051 ROADWAY EXCAVATION CY 5.0000 855,000.00 10,628.079 53,140.40 115,598.430 577,992 052 ROADWAY EXCAVATION (AMA) CY 55.0000 270,050.00 1,111.170 61,114.35 9,645.650 530,510 053 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 35.0000 30,100.00 8.890 311 054 ROADWAY EXCAVATION (TYPE COM) CY 5.0000 3,300.00 640.871 3,204 (AERIALLY DEPOSITED LEAD) 055 ROADWAY EXCAVATION (TYPE R-1) CY 5.0000 130,000.00 2,627.882 13,139.41 16,184.360 80,921 (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 6,271.000 282,195 (F) 058 STRUCTURE EXCAVATION (CRASH WALL) CY 220.0000 64,460.00 100.000 22,000 (F) 059 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 65.0000 103,220.00 573.000 37,245 (F) 060 STRUCTURE BACKFILL (BRIDGE) CY 400.0000 87,600.00 87.000 34,800 (F) 061 STRUCTURE BACKFILL (CRASH WALL) CY 225.0000 65,925.00 16.000 3,600.00 16.000 3,600 (F) 062 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 742,560.00 3,987.000 239,220 (F) 063 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 200.0000 31,800.00 58.000 11,600 (F) 064 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.0000 442,000.00 140,334.816 280,669 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 30.000 3,000 POLYETHYLENE PIPE CONDUIT 068 8" WELDED STEEL PIPE CONDUIT LF 300.0000 48,000.00 40.000 12,000 069 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 10,800.00 7.000 3,150 070 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5800 37,584.00 53,156.000 30,830 071 HYDROMULCH SQFT 0.0400 40,400.00 457,192.000 18,287 072 FIBER ROLLS LF 3.5500 304,945.00 29,170.000 103,553 073 STRAW SQFT 0.0700 52,430.00 178,283.000 12,479 074 HYDROSEED SQFT 0.1000 101,000.00 457,192.000 45,719 075 COMPOST (CY) CY 45.0000 56,250.00 384.000 17,280 076 PERMANENT EROSION CONTROL ESTABLISHMENT LS 50,000.0000 50,000.00 0.000 0 WORK PROGRAM CAS145 PAGE 4 DATE 05/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 03:00 PM ESTIMATE NO. 024 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 05/20/24 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 05/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 23,881.542 955,261 078 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 2,644,000.00 44,528.930 1,781,157 079 CRACK TREATMENT LNMI 6,500.0000 52,000.00 0.000 0 080 MICRO-SURFACING TON 637.0000 171,990.00 0.000 0 081 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 222,750.00 217.000 59,675 084 HOT MIX ASPHALT (TYPE A) TON 100.0000 14,300,000.00 1,930.080 193,008.00 88,114.250 8,811,425 085 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 4,840,000.00 0.000 0 086 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 5,942.000 65,362 (MISCELLANEOUS AREA) 093 TACK COAT TON 1,600.0000 464,000.00 74.590 119,344 094 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 4,577.000 36,616 096 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 4,635.010 101,970.22 23,061.440 507,351 098 SOIL NAIL LF 23.3500 282,091.35 4,206.000 98,210 099 TEMPORARY REINFORCED EMBANKMENT LS 928,000.0000 928,000.00 0.950 881,600 100 108" PERMANENT STEEL CASING LF 1,836.0000 88,128.00 32.000 58,752 101 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 57.000 179,550 103 108" CAST-IN-DRILLED-HOLE CONCRETE LF 4,100.0000 196,800.00 32.000 131,200 PILING PROGRAM CAS145 PAGE 5 DATE 05/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 03:00 PM ESTIMATE NO. 024 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 05/20/24 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 05/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 27.000 51,165 PILE (SIGN FOUNDATION) 107 PRESTRESSING CAST-IN-PLACE CONCRETE LS 181,000.0000 181,000.00 0.270 48,870 108 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,400.0000 93,800.00 61.000 85,400 (F) 109 STRUCTURAL CONCRETE, BRIDGE CY 3,300.0000 1,966,800.00 24.000 79,200.00 247.000 815,100 (F) 110 STRUCTURAL CONCRETE, BRIDGE CY 850.0000 258,400.00 70.000 59,500 (F) (POLYMER FIBER) 111 STRUCTURAL CONCRETE, CRASH WALL CY 750.0000 263,250.00 19.000 14,250.00 19.000 14,250 (F) 112 STRUCTURAL CONCRETE, RETAINING WALL CY 875.0000 5,325,250.00 2,319.000 2,029,125 (F) 113 STRUCTURAL CONCRETE, BOX CULVERT CY 2,200.0000 1,746,800.00 527.000 1,159,400 (F) 114 STRUCTURAL CONCRETE, HEADWALL CY 2,800.0000 58,800.00 0.000 0 (F) 115 STRUCTURAL CONCRETE, WINGWALL CY 2,100.0000 394,800.00 89.000 186,900 (F) 116 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 1,480,600.00 10.280 22,616.00 534.660 1,176,252 (F) 117 G2 MANHOLE EA 14,000.0000 98,000.00 5.000 70,000 118 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 0.000 0 (F) 120 DRY STACK ROCK TEXTURE SQFT 25.0000 327,275.00 5,035.000 125,875 (F) 121 DRILL AND BOND DOWEL LF 55.0000 3,520.00 61.000 3,355 122 BAR REINFORCING STEEL (CRASH WALL) LB 2.1800 78,826.62 1,969.000 4,292.42 1,969.000 4,292 (F) 123 BAR REINFORCING STEEL LB 2.8800 3,504.96 0.000 0 (F) 124 BAR REINFORCING STEEL (BRIDGE) LB 1.3400 566,202.26 171,000.000 229,140 (F) 125 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4400 917,917.92 245,300.000 353,232 (F) 126 BAR REINFORCING STEEL (WING WALL) LB 1.4000 19,028.80 5,800.000 8,120 (F) 127 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 158,030.00 119,300.000 119,300 (F) 128 STRUCTURAL SHOTCRETE CY 375.0000 96,000.00 77.000 28,875 (F) 129 ASPHALT MEMBRANE WATERPROOFING SQFT 9.1900 14,400.73 522.000 4,797.18 522.000 4,797 (F) 130 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 4.7500 282,625.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 03:00 PM ESTIMATE NO. 024 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 05/20/24 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 05/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 132 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 0.650 195,000.00 0.660 198,000 135 COLUMN CASING LB 7.0000 1,334,228.00 63,535.000 444,745.00 63,535.000 444,745 (F) 136 18" ALTERNATIVE PIPE CULVERT LF 110.0000 372,900.00 1,938.700 213,257 137 24" ALTERNATIVE PIPE CULVERT LF 160.0000 313,600.00 28.000 4,480.00 1,431.400 229,024 138 30" ALTERNATIVE PIPE CULVERT LF 350.0000 1,400.00 0.000 0 139 36" ALTERNATIVE PIPE CULVERT LF 370.0000 118,400.00 168.000 62,160 140 CONCRETE BACKFILL (PIPE TRENCH) CY 250.0000 33,000.00 101.500 25,375 (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 1,528.000 88,624 143 GROSS SOLIDS REMOVAL DEVICE LINEAR EA 140,000.0000 140,000.00 0.000 0 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 0.000 0 147 18" REINFORCED CONCRETE PIPE LF 180.0000 250,200.00 786.800 141,624 148 24" REINFORCED CONCRETE PIPE LF 300.0000 93,000.00 268.000 80,400 149 36" REINFORCED CONCRETE PIPE LF 400.0000 56,000.00 82.000 32,800 150 48" REINFORCED CONCRETE PIPE LF 500.0000 55,000.00 94.000 47,000 151 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 72.000 28,800 154 18" CORRUGATED STEEL PIPE (.109" THICK) LF 130.0000 5,200.00 39.400 5,122 155 24" CORRUGATED STEEL PIPE (.168" THICK) LF 200.0000 2,400.00 0.000 0 156 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 3,808.000 114,240 PROGRAM CAS145 PAGE 7 DATE 05/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 03:00 PM ESTIMATE NO. 024 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 05/20/24 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 05/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,708.000 171,240 159 GEOCOMPOSITE DRAIN SQFT 3.0000 5,610.00 697.000 2,091 160 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 0.000 0 163 18" CONCRETE FLARED END SECTION EA 1,400.0000 4,200.00 0.000 0 164 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 0.000 0 166 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 0.000 0 168 36" PRECAST CONCRETE PIPE INLET LF 850.0000 34,850.00 22.000 18,700 169 INLET DEPRESSION (CY) CY 1,100.0000 198,000.00 29.510 32,461 170 ABANDON CULVERT (LF) LF 50.0000 95,500.00 613.000 30,650 171 REMOVE DRAINAGE FACILITY (EA) EA 11,000.0000 11,000.00 1.000 11,000 172 REMOVE CULVERT (LF) LF 30.0000 162,000.00 147.000 4,410.00 3,026.300 90,789 173 REMOVE REINFORCED CONCRETE BOX CULVERT LF 160.0000 46,400.00 153.000 24,480 (LF) 174 REMOVE INLET EA 1,200.0000 91,200.00 1.000 1,200.00 62.000 74,400 175 REMOVE HEADWALL EA 2,200.0000 46,200.00 9.000 19,800 176 REMOVE FLARED END SECTION (EA) EA 200.0000 3,200.00 3.000 600.00 7.000 1,400 177 ADJUST INLET EA 4,100.0000 114,800.00 11.000 45,100 178 MODIFY INLET TO MANHOLE EA 4,100.0000 8,200.00 0.000 0 179 CAP INLET EA 2,800.0000 28,000.00 10.000 28,000 180 SAND BACKFILL CY 175.0000 64,750.00 0.000 0 181 SMALL-ROCK SLOPE PROTECTION CY 210.0000 17,430.00 0.000 0 (F) 182 GRAVEL FILTER CY 250.0000 57,500.00 68.100 17,025 183 CONCRETE (DITCH LINING) CY 1,600.0000 288,000.00 45.100 72,160 184 SLOPE PAVING (CONCRETE) CY 900.0000 229,500.00 27.000 24,300 PROGRAM CAS145 PAGE 8 DATE 05/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 03:00 PM ESTIMATE NO. 024 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 05/20/24 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 05/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 29.900 6,578 (60 LB, CLASS II, METHOD B) (CY) 187 ROCK SLOPE PROTECTION CY 220.0000 57,200.00 112.600 24,772 (20 LB, CLASS I, METHOD B) (CY) 188 MINOR CONCRETE (CURB) (LF) LF 55.0000 34,100.00 246.250 13,543 189 MINOR CONCRETE (GUTTER) (LF) LF 55.0000 220,550.00 2,642.000 145,310 190 MINOR CONCRETE (TEXTURED PAVING) CY 500.0000 60,000.00 39.700 19,850 191 REMOVE CONCRETE (CURB AND GUTTER) LF 30.0000 4,800.00 157.000 4,710 192 MISCELLANEOUS IRON AND STEEL LB 2.0000 111,880.00 652.000 1,304.00 42,700.000 85,400 (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 0.000 0 (F) 195 OBLITERATE SURFACING SQYD 1.5000 5,805.00 4,437.280 6,655 196 CHAIN LINK FENCE (TYPE CL-6) LF 45.0000 4,320.00 66.000 2,970 197 REMOVE CHAIN LINK FENCE LF 7.9000 1,501.00 90.000 711 198 REMOVE PAVEMENT MARKER EA 1.0000 2,840.00 2,090.000 2,090 199 DELINEATOR (CLASS 1) EA 40.0000 1,080.00 0.000 0 200 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 20,250.00 0.000 0 201 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 0.000 0 205 REMOVE ROADSIDE SIGN PANEL EA 50.0000 300.00 0.000 0 206 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 05/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 03:00 PM ESTIMATE NO. 024 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 05/20/24 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 05/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 51,750.00 642.500 28,912 215 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 150,400.00 858.000 68,640 216 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 160.0000 19,200.00 0.000 0 (F) 217 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 53.0000 20,670.00 0.000 0 218 CABLE RAILING LF 30.0000 122,760.00 2,599.000 77,970 (F) 219 TRANSITION RAILING (TYPE STB) EA 5,000.0000 10,000.00 0.000 0 220 TRANSITION RAILING (TYPE WB-31) EA 4,566.0300 118,716.78 11.000 50,226 221 END CAP (TYPE A) EA 200.0000 600.00 3.000 600 222 END CAP (TYPE TC) EA 250.0000 6,250.00 10.000 2,500 223 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,050.0000 5,250.00 3.000 3,150 224 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 96,000.00 10.000 40,000 225 CONCRETE BARRIER (TYPE 60M) LF 87.0000 1,774,800.00 133.000 11,571 226 CONCRETE BARRIER (TYPE 60MC) LF 154.0000 1,955,800.00 11,153.000 1,717,562 227 CONCRETE BARRIER (TYPE 60MF) LF 445.0000 160,200.00 194.500 86,552 228 CONCRETE BARRIER (TYPE 60MP) LF 430.0000 146,200.00 144.000 61,920 229 CONCRETE BARRIER (TYPE 60MC MODIFIED) LF 462.0000 55,440.00 119.000 54,978 230 CONCRETE BARRIER LF 81.0000 321,165.00 2,561.000 207,441 (TYPE 60MD MODIFIED) 231 CONCRETE BARRIER (TYPE 60PR) LF 454.0000 26,332.00 46.000 20,884 232 CONCRETE BARRIER (TYPE 836) LF 130.0000 67,600.00 127.000 16,510 (F) 233 CONCRETE BARRIER (TYPE 836A) LF 146.8700 545,622.05 302.000 44,354 (F) 234 REMOVE GUARDRAIL LF 4.0000 14,880.00 2,495.000 9,980.00 3,051.000 12,204 235 REMOVE SINGLE METAL BEAM BARRIER LF 5.0000 3,200.00 100.000 500 236 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 6,233.000 216,222 238 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 28,700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 10 DATE 05/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 03:00 PM ESTIMATE NO. 024 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 05/20/24 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 05/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (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 0.000 0 242 PAINT PAVEMENT MARKING (1-COAT) SQFT 3.0000 3,570.00 0.000 0 243 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 0.000 0 (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 0.250 1,250 SYSTEM ELEMENTS DURING CONSTRUCTION 253 TEMPORARY LIGHTING SYSTEMS LS 467,000.0000 467,000.00 0.190 88,730.00 0.750 350,250 254 MODIFYING LIGHTING SYSTEMS LS 337,000.0000 337,000.00 0.260 87,620.00 0.750 252,750 255 MODIFYING RAMP METERING SYSTEMS LS 588,500.0000 588,500.00 0.114 67,089.00 0.520 306,020 256 MODIFYING TRAFFIC MONITORING STATIONS LS 814,500.0000 814,500.00 0.519 422,725 257 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 0.000 0 (AERIALLY DEPOSITED LEAD) 260 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.5000 127,500.00 114,159.000 57,079 PROGRAM CAS145 PAGE 11 DATE 05/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 03:00 PM ESTIMATE NO. 024 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 05/20/24 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 05/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,734,039.23 34,826,678.73 ADJUSTMENT OF COMPENSATION -571.12 -16,921.48 EXTRA WORK 260,118.38 5,628,808.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,993,586.49 40,438,565.60 261 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 1,993,586.49 47,582,565.60 MATERIALS ON HAND ON SITE 307,375.00 1,164,242.67 DEDUCTIONS -10,000.00 -30,956.00 TOTAL 2,290,961.49 48,715,852.27 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 11/12/25 379 85 0 0 55% 38% PROGRESS IS SATISFACTORY LA SERNA, FABIO RESIDENT ENGINEER