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 07/31/25 EST. NO. 047 TIME 02:51 PM R.E. NAME: GALLARDO, SAM 07-293604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0063 5,452.76 E.W. @ F.A.(+) 080624 N 1156.0 0065 17,484.84 091324 N 1158.0 0066 6,872.82 091624 N 1159.0 0069 4,485.43 101824 N 1162.0 0071 5,085.75 103124 N 1164.0 0072 8,607.75 111324 N 1165.0 0074 4,918.89 112124 N 1167.0 0076 5,370.51 102424 N 1169.0 0077 4,058.03 102924 N 1170.0 0078 5,060.76 111824 N 1171.0 0079 16,141.86 062724 N 1136.2 0080 3,485.32 081424 N 1173.0 0082 3,725.27 102824 N 1179.0 0083 3,591.79 103024 N 1180.0 0084 1,686.80 111324 N 1181.0 0085 2,119.82 101124 N 1182.0 0086 4,659.86 110424 N 1183.0 0087 5,495.92 111224 N 1184.0 0090 5,196.63 120423 N 1153.2 024 0001 405,479.46 E.W. @ L.S.(+) 061325 N 01 025 0001 315,835.73 E.W. @ L.S.(+) 061325 N 01 834,816.00 TOTAL THIS ESTIMATE 2,729,381.86 TOTAL PREVIOUS ESTIMATE 3,564,197.86 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 07/31/25 EST. NO. 047 TIME 02:51 PM R.E. NAME: GALLARDO, SAM 07-293604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PILE MITIGATION -12,500.00 015 PILE MITIGATION 2,500.00 016 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING P/R DEC 2023 -10,000.00 029 LCP TRACKER VIO 0324 -5,000.00 032 LCP TRACKER VIO 0324 5,000.00 033 MISSING P/R DEC 2023 10,000.00 033 MISSING PAYROLLS -4,000.00 039 MISSING PAYROLLS 4,000.00 040 SUBS DEC24 -10,000.00 041 SUBS DEC24 10,000.00 042 MISSING P/R MAR25 -10,000.00 044 MISSING P/R MAR25 10,000.00 045 MISSING CPRS MAY2025 -10,000.00 047 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 07/31/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293604 TIME 02:51 PM ESTIMATE NO. 047 BID OPENING 04/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/29/25 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/31/25 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 07-LA-405-14.3/15.8 ---------------------------------- ORTIZ ENTERPRISES, INC. IN LOS ANGELES COUNTY, IN TORRANCE, 6 CUSHING SUITE 200 FROM WESTERN AVENUE UNDERCROSSING IRVINE CA 92618 TO 182ND STREET UNDERCROSSING FED. AID NO. ACIM-405 -2(999)E INTERCHANGE IMPROVEMENTS AND NEW ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.250 2,500.00 1.000 10,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,560.0000 3,224,800.00 645.000 3,586,200 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 78,000.00 11.000 66,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 8,000.00 22.000 4,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 1.000 60,000 007 TRAFFIC CONTROL SYSTEM LS 534,000.0000 534,000.00 1.000 534,000 008 TYPE II BARRICADE EA 35.0000 735.00 21.000 735 009 TYPE III BARRICADE EA 100.0000 800.00 8.000 800 010 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 6,000.00 307.000 9,210 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 42.0000 25,200.00 674.000 28,308 SYSTEM DAY 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,500.0000 136,500.00 -4.000 -42,000.00 13.000 136,500 013 TEMPORARY RAILING (TYPE K) LF 19.0000 438,900.00 1,690.000 32,110.00 25,182.000 478,458 014 TEMPORARY CRASH CUSHION MODULE EA 350.0000 49,000.00 14.000 4,900.00 155.000 54,250 015 TEMPORARY CRASH CUSHION EA 3,500.0000 28,000.00 9.000 31,500 (TYPE ABSORB 350) 016 TEMPORARY RADAR SPEED FEEDBACK EA 10,000.0000 20,000.00 2.000 20,000 SIGN SYSTEM 017 TEMPORARY PRIVACY SCREEN (TYPE 6') LF 6.5000 76,050.00 3,752.000 24,388.00 11,700.000 76,050 018 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 019 PREPARE STORM WATER POLLUTION PREVENTION LS 75,000.0000 75,000.00 1.000 75,000 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 5,000.00 24.000 12,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 125.0000 4,375.00 2.000 250 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 PROGRAM CAS145 PAGE 2 DATE 07/31/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293604 TIME 02:51 PM ESTIMATE NO. 047 BID OPENING 04/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/29/25 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/31/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 10.000 5,000.00 10.000 5,000 (TEMPORARY EROSION CONTROL) 024 TEMPORARY COVER SQYD 1.0000 10,000.00 10,997.330 10,997 025 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 12,500.00 31.000 15,500 026 TEMPORARY FIBER ROLL LF 5.0000 75,000.00 4,116.000 20,580.00 15,239.000 76,195 027 TEMPORARY GRAVEL BAG BERM LF 5.0000 5,000.00 1,953.000 9,765 028 TEMPORARY SILT FENCE LF 5.0000 15,000.00 2,364.000 11,820 029 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 40,000.00 7.000 70,000 030 STREET SWEEPING LS 162,000.0000 162,000.00 1.000 162,000 031 TEMPORARY CONCRETE WASHOUT LS 35,000.0000 35,000.00 1.000 35,000 032 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.000 0 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 17,500.00 32,986.000 16,493 STRIPE (HAZARDOUS WASTE) 034 TREATED WOOD WASTE LB 0.7000 10,570.00 12,777.000 8,943 035 CLEARING AND GRUBBING (LS) LS 500,000.0000 500,000.00 1.000 500,000 036 ROADWAY EXCAVATION CY 28.5000 552,900.00 22,002.620 627,074 037 ROADWAY EXCAVATION (TYPE Z-2) CY 156.0000 118,560.00 112.000 17,472 (AERIALLY DEPOSITED LEAD) 038 ROADWAY EXCAVATION (TYPE R-1) CY 15.0000 90,450.00 6,678.000 100,170 (AERIALLY DEPOSITED LEAD) 039 STRUCTURE EXCAVATION (BRIDGE) CY 24.0000 16,128.00 672.000 16,128 (F) 040 STRUCTURE EXCAVATION (TYPE COM) CY 30.0000 11,880.00 396.000 11,880 041 STRUCTURE EXCAVATION (RETAINING WALL) CY 38.0000 236,018.00 6,211.000 236,018 (F) 042 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 18.5000 35,168.50 1,901.000 35,168 (F) 043 STRUCTURE EXCAVATION (TYPE Z-2) CY 97.0000 404,199.00 4,167.000 404,199 (AERIALLY DEPOSITED LEAD) 044 STRUCTURE BACKFILL (BRIDGE) CY 40.0000 12,000.00 300.000 12,000 (F) 045 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 314,080.00 7,852.000 314,080 (F) 046 STRUCTURE BACKFILL, RETAINING WALL CY 16.0000 24,864.00 1,554.000 24,864 (F) (OVER EXCAVATION) 047 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 14.0000 11,788.00 842.000 11,788 048 PERVIOUS BACKFILL MATERIAL CY 25.0000 175.00 7.000 175 (F) 049 PERVIOUS BACKFILL MATERIAL (RETAINING CY 25.0000 15,075.00 603.000 15,075 (F) WALL) PROGRAM CAS145 PAGE 3 DATE 07/31/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293604 TIME 02:51 PM ESTIMATE NO. 047 BID OPENING 04/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/29/25 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/31/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 235.0000 24,440.00 104.000 24,440 (F) 051 LEAN CONCRETE BACKFILL CY 195.0000 42,315.00 217.000 42,315 (F) 052 DITCH EXCAVATION CY 25.0000 3,000.00 145.000 3,625 053 IMPORTED BORROW (CY) CY 10.0000 120,000.00 21,781.000 217,810 054 GEOSYNTHETIC REINFORCEMENT SQYD 6.0000 3,738.00 623.000 3,738 (BIAXIAL GEOGRIDS) 055 ROADSIDE CLEARING LS 90,000.0000 90,000.00 1.000 90,000 056 ROCK BLANKET SQFT 12.0000 302,400.00 29,625.000 355,500 057 SLOW-RELEASE FERTILIZER LB 0.7500 780.00 1,075.000 806 058 PLANT (GROUP A) EA 12.5000 23,000.00 1,913.000 23,912 059 PLANT (GROUP B) EA 26.0000 22,360.00 1,188.000 30,888 060 PLANT (GROUP U) EA 122.0000 18,300.00 150.000 18,300 061 PLANT ESTABLISHMENT WORK LS 91,000.0000 91,000.00 1.000 91,000 062 WOOD MULCH CY 31.0000 173,910.00 5,775.000 179,025 063 CHECK AND TEST EXISTING IRRIGATION LS 11,200.0000 11,200.00 1.000 11,200 FACILITIES 064 OPERATE EXISTING IRRIGATION FACILITIES LS 32,400.0000 32,400.00 1.000 32,400 065 CONTROL AND NEUTRAL CONDUCTORS LS 35,350.0000 35,350.00 1.000 35,350 066 1 1/2" REMOTE CONTROL VALVE EA 580.0000 4,640.00 12.000 6,960 067 2" REMOTE CONTROL VALVE EA 625.0000 4,375.00 5.000 3,125 068 2 1/2" GALVANIZED STEEL PIPE LF 10.0000 1,980.00 208.000 2,080 (F) (SUPPLY LINE) 069 2 1/2" SUPPLY LINE (BRIDGE) LF 55.0000 10,120.00 184.000 10,120 (F) 070 RISER SPRINKLER ASSEMBLY EA 27.0000 43,740.00 2,012.000 54,324 071 2" GATE VALVE EA 930.0000 4,650.00 5.000 4,650 072 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.0000 28,560.00 14,415.000 57,660 (F) LINE) 073 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.2000 15,456.00 -4,505.000 -18,921.00 5,555.000 23,331 (F) LINE) 074 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.4000 23,408.00 -240.000 -1,056.00 4,325.000 19,030 (F) (SUPPLY LINE) 075 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.6000 27,002.00 5,042.000 23,193 (F) (SUPPLY LINE) 076 2" PLASTIC PIPE (SCHEDULE 40) LF 5.3000 27,401.00 -727.000 -3,853.10 3,848.000 20,394 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 4 DATE 07/31/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293604 TIME 02:51 PM ESTIMATE NO. 047 BID OPENING 04/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/29/25 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/31/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.5000 16,280.00 -780.000 -4,290.00 2,650.000 14,575 (F) (SUPPLY LINE) 078 4" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 184.00 23.000 184 (F) (SUPPLY LINE) 079 BALL VALVE EA 750.0000 4,500.00 9.000 6,750 080 6" CORRUGATED STEEL PIPE CONDUIT LF 67.0000 18,760.00 280.000 18,760 (.064" THICK) 081 1 1/2" WELDED STEEL PIPE CONDUIT LF 30.0000 12,300.00 410.000 12,300 082 COMPOST (CY) CY 40.0000 1,680.00 42.000 1,680 083 INCORPORATE MATERIALS SQFT 0.2500 1,115.00 4,460.000 1,115 084 CLASS 3 AGGREGATE BASE (CY) CY 43.0000 571,900.00 13,354.000 574,222 085 LEAN CONCRETE BASE CY 260.0000 1,606,800.00 6,291.900 1,635,894 086 LEAN CONCRETE BASE RAPID SETTING CY 275.0000 305,250.00 610.000 167,750 087 BASE BOND BREAKER SQYD 5.0000 132,500.00 33,124.810 165,624 088 HOT MIX ASPHALT (TYPE A) TON 106.0000 587,240.00 6,924.420 733,988 089 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 120.0000 339,600.00 3,054.140 366,496 090 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.5000 77,700.00 23,982.000 83,937 (PAVING FABRIC) 091 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.0000 1,200.00 150.000 1,200 092 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.0000 5,280.00 936.000 7,488 093 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 1,520.00 184.000 1,472 094 TACK COAT TON 600.0000 3,000.00 5.000 3,000 095 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 180,000.00 15,896.770 190,761 096 JOINTED PLAIN CONCRETE PAVEMENT CY 360.0000 2,307,600.00 10,100.000 3,636,000 097 JOINTED PLAIN CONCRETE PAVEMENT CY 375.0000 1,121,250.00 916.000 343,500 (RSC) 098 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 12.0000 9,240.00 770.000 9,240 099 GROUND ANCHOR (SUBHORIZONTAL) EA 3,095.0000 352,830.00 114.000 352,830 100 STEEL SOLDIER PILE (2-W 14 X 38) LF 122.0000 219,478.00 1,799.000 219,478 101 30" DRILLED HOLE LF 56.0000 99,904.00 1,784.000 99,904 102 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 74.0000 1,354,718.00 18,306.800 1,354,703 103 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 137.0000 207,281.00 1,513.000 207,281 PROGRAM CAS145 PAGE 5 DATE 07/31/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293604 TIME 02:51 PM ESTIMATE NO. 047 BID OPENING 04/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/29/25 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/31/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,125.0000 225,000.00 198.000 222,750 PILE (SIGN FOUNDATION) 105 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 1.000 50,000 106 STRUCTURAL CONCRETE, CY 1,650.0000 136,950.00 83.000 136,950 (F) CURTAIN WALL 107 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 875.0000 78,750.00 90.000 78,750 (F) 108 STRUCTURAL CONCRETE, BRIDGE CY 2,290.0000 1,463,310.00 639.000 1,463,310 (F) 109 STRUCTURAL CONCRETE, BRIDGE CY 870.0000 367,140.00 422.000 367,140 (F) (POLYMER FIBER) 110 STRUCTURAL CONCRETE, RETAINING WALL CY 502.0000 1,552,686.00 3,093.000 1,552,686 (F) 111 STRUCTURAL CONCRETE CY 725.0000 640,900.00 884.000 640,900 (F) (24" CAST-IN-DRILLED HOLE PILE CAP) 112 STRUCTURAL CONCRETE CY 1,130.0000 18,080.00 16.000 18,080 (F) (30" CAST-IN-DRILLED HOLE PILE CAP) 113 STRUCTURAL CONCRETE, BARRIER SLAB CY 970.0000 551,930.00 -21.000 -20,370.00 620.650 602,030 (F) 114 STRUCTURAL CONCRETE, APPROACH CY 1,150.0000 44,850.00 -21.000 -24,150.00 39.000 44,850 (F) SLAB TYPE N10D (MODIFIED) 115 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,150.0000 85,100.00 74.000 85,100 (F) (TYPE N) 116 STRUCTURAL CONCRETE, HEADWALL CY 1,550.0000 9,300.00 6.000 9,300 (F) 117 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,140.0000 161,880.00 142.000 161,880 (F) 118 MINOR CONCRETE (MINOR STRUCTURE) CY 2,140.0000 59,920.00 28.000 59,920 (F) 119 MINOR CONCRETE (BACKFILL) CY 400.0000 4,000.00 10.000 4,000 (F) 120 CONCRETE SURFACE TEXTURE SQFT 12.5000 707,100.00 56,568.000 707,100 (F) 121 DRILL AND BOND DOWEL LF 10.0000 3,480.00 348.000 3,480 122 DRILL AND BOND DOWEL LF 22.0000 3,762.00 171.000 3,762 (CHEMICAL ADHESIVE)(LF) 123 JOINT SEAL (MR 1") LF 250.0000 27,750.00 111.000 27,750 124 BAR REINFORCING STEEL LB 5.0000 1,770.00 354.000 1,770 (F) 125 BAR REINFORCING STEEL (BRIDGE) LB 1.3700 541,932.27 395,571.000 541,932 (F) 126 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1700 692,554.59 591,927.000 692,554 (F) 127 BAR REINFORCING STEEL (CURTAIN WALL) LB 1.1500 13,847.15 12,041.000 13,847 (F) 128 BAR REINFORCING STEEL (EPOXY COATED) LB 1.5000 2,787.00 1,858.000 2,787 (F) 129 BAR REINFORCING STEEL LB 1.5000 8,968.50 5,979.000 8,968 (F) (CURTAIN WALL EPOXY COATED) 130 BAR REINFORCING STEEL (GALVANIZED) LB 1.6500 161.70 98.000 161 (F) PROGRAM CAS145 PAGE 6 DATE 07/31/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293604 TIME 02:51 PM ESTIMATE NO. 047 BID OPENING 04/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/29/25 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/31/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 BAR REINFORCING STEEL LB 0.8300 469,201.49 565,303.000 469,201 (F) (SOUND WALL PILE) 132 FURNISH SIGN STRUCTURE (TRUSS) LB 3.9500 519,030.00 131,400.000 519,030 (F) 133 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 32,850.00 131,400.000 32,850 (F) 134 REMOVE SIGN STRUCTURE (EA) EA 3,600.0000 28,800.00 8.000 28,800 135 TIMBER LAGGING MFBM 6,720.0000 329,280.00 49.000 329,280 (F) 136 SOUND WALL (MASONRY BLOCK) SQFT 23.0000 1,959,830.00 -68.000 -1,564.00 85,210.000 1,959,830 (F) 137 ACCESS GATE (SOUND WALL) EA 5,500.0000 121,000.00 6.000 33,000.00 22.000 121,000 (F) 138 CLEAN AND PAINT STEEL SOLDIER PILING LS 66,000.0000 66,000.00 1.000 66,000 139 REMOVE RETAINING WALL (PORTION) (CY) CY 91.0000 60,970.00 565.000 51,415 140 REMOVE SOUND WALL (LF) LF 72.0000 414,000.00 6,736.610 485,035 141 REMOVE MASONRY BLOCK WALL SQFT 0.8500 765.00 900.000 765 142 REMOVE SOUND WALL (SQFT) SQFT 5.0000 31,270.00 6,254.000 31,270 143 REMOVE EXISTING SOUND WALL (PORTION) SQFT 6.0000 31,620.00 5,270.000 31,620 SQFT 144 REMOVE EXISTING 736SV BARRIER LF 75.0000 85,125.00 1,419.350 106,451 (PORTION) 145 REMOVE EXISTING 16" CAST-IN-DRILED LF 95.0000 3,040.00 32.000 3,040 HOLE CONCRETE PILING (PORTION) 146 BRIDGE REMOVAL (PORTION), LOCATION A LS 153,000.0000 153,000.00 1.000 153,000 147 BRIDGE REMOVAL (PORTION), LOCATION B LS 153,000.0000 153,000.00 1.000 153,000 148 18" REINFORCED CONCRETE PIPE LF 140.0000 127,400.00 910.000 127,400 149 24" REINFORCED CONCRETE PIPE LF 220.0000 74,800.00 347.900 76,538 150 30" REINFORCED CONCRETE PIPE LF 295.0000 10,620.00 36.000 10,620 151 18" CORRUGATED STEEL PIPE (.079" THICK) LF 230.0000 41,400.00 180.000 41,400 152 24" CORRUGATED STEEL PIPE (.079" THICK) LF 370.0000 96,200.00 267.600 99,012 153 18" STEEL FLARED END SECTION EA 1,145.0000 2,290.00 2.000 2,290 154 24" STEEL FLARED END SECTION EA 400.0000 5,200.00 14.000 5,600 155 18" CONCRETE FLARED END SECTION EA 400.0000 400.00 1.000 400 156 ABANDON CULVERT (LF) LF 51.0000 74,460.00 1,457.200 74,317 157 ABANDON INLET EA 1,500.0000 1,500.00 1.000 1,500 PROGRAM CAS145 PAGE 7 DATE 07/31/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293604 TIME 02:51 PM ESTIMATE NO. 047 BID OPENING 04/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/29/25 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/31/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 REMOVE DRAINAGE FACILITY (EA) EA 1,250.0000 3,750.00 3.000 3,750 159 REMOVE PIPE (LF) LF 54.0000 62,640.00 1,157.000 62,478 160 REMOVE INLET EA 1,310.0000 48,470.00 37.000 48,470 161 REMOVE HEADWALL EA 3,300.0000 19,800.00 6.000 19,800 162 REMOVE FLARED END SECTION (EA) EA 900.0000 3,600.00 4.000 3,600 163 ADJUST INLET EA 2,000.0000 2,000.00 1.000 2,000 164 CAP INLET EA 790.0000 4,740.00 6.000 4,740 165 SAND BACKFILL CY 45.0000 4,455.00 98.770 4,444 166 ROCK SLOPE PROTECTION CY 350.0000 25,550.00 73.000 25,550 (60 LB, CLASS II, METHOD B) (CY) 167 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 800.00 200.000 800 168 DETECTABLE WARNING SURFACE SQFT 45.0000 9,450.00 210.000 9,450 169 MINOR CONCRETE (MISCELLANEOUS CY 815.0000 37,490.00 136.890 111,565 CONSTRUCTION) 170 MINOR CONCRETE (CURB AND GUTTER) CY 605.0000 96,800.00 328.000 198,440 171 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 172 MINOR CONCRETE (CURB, SIDEWALK AND CY 535.0000 133,750.00 369.190 197,516 CURB RAMP) 173 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 36.0000 9,720.00 441.450 15,892 174 REMOVE CONCRETE (CURB AND GUTTER) LF 4.0000 34,760.00 9,379.000 37,516 175 MISCELLANEOUS IRON AND STEEL LB 1.4000 30,053.80 21,467.000 30,053 (F) 176 ISOLATION CASING LB 5.0000 135,750.00 27,150.000 135,750 (F) 177 ISOLATION CASING (GALVANIZED) LB 9.0000 46,800.00 5,200.000 46,800 (F) 178 ACCESS DOOR ASSEMBLY EA 7,700.0000 7,700.00 -6.000 -46,200.00 1.000 7,700 179 BRIDGE DECK DRAINAGE SYSTEM LB 14.0000 32,956.00 2,354.000 32,956 (F) 180 SIGNAL AND LIGHTING (CITY) LS 518,000.0000 518,000.00 1.000 518,000 181 REMOVING SIGNAL AND LIGHT (CITY) LS 52,000.0000 52,000.00 1.000 52,000 182 INSTALL FIRE HYDRANT AND LATERAL EA 6,500.0000 32,500.00 5.000 32,500 183 REMOVE FIRE HYDRANT AND CAP LATERAL EA 1,100.0000 6,600.00 6.000 6,600 184 INSTALL AIR AND VACUUM RELEASE EA 4,500.0000 4,500.00 1.000 4,500 VALVE AND LATERAL PROGRAM CAS145 PAGE 8 DATE 07/31/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293604 TIME 02:51 PM ESTIMATE NO. 047 BID OPENING 04/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/29/25 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/31/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 REMOVE AIR AND VACUUM RELEASE EA 1,500.0000 3,000.00 2.000 3,000 VALVE 186 PREPARE AND STAIN CONCRETE SQFT 5.0000 1,430.00 286.000 1,430 187 TEMPORARY CHAIN LINK FENCE WITH LF 17.0000 19,040.00 1,720.000 29,240 PRIVACY SCREEN (TYPE CL-6) 188 CHAIN LINK FENCE (TYPE CL-6) LF 27.0000 19,170.00 672.000 18,144 189 6' CHAIN LINK GATE (TYPE CL-6) EA 1,100.0000 2,200.00 2.000 2,200 190 24' CHAIN LINK GATE (TYPE CL-6) EA 3,500.0000 10,500.00 3.000 10,500 191 REMOVE CHAIN LINK FENCE LF 6.0000 8,880.00 1,471.000 8,826 192 REMOVE GATE EA 350.0000 1,400.00 4.000 1,400 193 REMOVE PAVEMENT MARKER EA 1.2500 9,462.50 7,531.000 9,413 194 GUARD RAILING DELINEATOR EA 32.0000 2,176.00 68.000 2,176.00 68.000 2,176 195 BARRIER MARKER EA 25.0000 2,375.00 95.000 2,375.00 95.000 2,375 196 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.3000 14,949.00 5,028.000 16,592 197 TEMPORARY PAVEMENT MARKER EA 3.3000 4,455.00 1,431.000 4,722 (RETRO-REFLECTIVE) 198 REMOVE ROADSIDE SIGN (WOOD POST) EA 125.0000 6,250.00 50.000 6,250 199 REMOVE ROADSIDE SIGN (METAL POST) EA 155.0000 1,240.00 8.000 1,240 200 REMOVE ROADSIDE SIGN EA 101.0000 4,444.00 44.000 4,444 (STRAP AND SADDLE BRACKET METHOD) 201 REMOVE ROADSIDE SIGN PANEL EA 76.0000 1,140.00 15.000 1,140 202 REMOVE SIGN FROM SIGN FRAME EA 810.0000 1,620.00 2.000 1,620 203 RELOCATE ROADSIDE SIGN-TWO POST EA 1,000.0000 1,000.00 1.000 1,000 204 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 20.0000 34,600.00 1,730.000 34,600 205 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 31.0000 8,370.00 270.000 8,370 206 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 13,340.00 967.000 14,021 (0.063"-UNFRAMED) 207 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 7,650.00 532.000 7,980 (0.080"-UNFRAMED) 208 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 5,670.00 270.000 5,670 (0.063"-FRAMED) 209 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 14,520.00 660.000 14,520 (0.080"-FRAMED) 210 METAL (ROADSIDE SIGN) LB 2.9000 7,569.00 2,610.000 7,569 211 METAL (SOUND WALL MOUNTED SIGN) LB 10.0000 29,800.00 2,980.000 29,800 PROGRAM CAS145 PAGE 9 DATE 07/31/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293604 TIME 02:51 PM ESTIMATE NO. 047 BID OPENING 04/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/29/25 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/31/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 ROADSIDE SIGN - ONE POST EA 355.0000 22,720.00 64.000 22,720 213 ROADSIDE SIGN - TWO POST EA 890.0000 10,680.00 12.000 10,680 214 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 225.0000 14,175.00 63.000 14,175 METHOD) 215 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 14.0000 3,780.00 270.000 3,780 216 INSTALL ROADSIDE SIGN PANEL ON EA 505.0000 2,525.00 5.000 2,525 EXISTING POST 217 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 218 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 31.0000 15,810.00 981.000 30,411 219 CABLE RAILING LF 69.0000 27,945.00 405.000 27,945 (F) 220 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 16,000.00 4.000 16,000 221 END CAP (TYPE TC) EA 500.0000 1,500.00 3.000 1,500 222 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 1.000 1,000 223 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 13,600.00 4.000 13,600 224 CRASH CUSHION (TYPE SCI 70GM) EA 32,400.0000 32,400.00 3.000 97,200 225 CONCRETE BARRIER LF 265.0000 273,480.00 1,032.000 273,480 (F) (TYPE 842SV MODIFIED, HE=4') 226 CONCRETE BARRIER LF 293.0000 166,717.00 569.000 166,717 (F) (TYPE 842SV MODIFIED, HE=4.5') 227 CONCRETE BARRIER LF 313.0000 706,128.00 2,256.000 706,128 (F) (TYPE 842SV MODIFIED, HE=5' ) 228 CONCRETE BARRIER LF 293.0000 161,736.00 552.000 161,736 (F) (TYPE 842SV MODIFIED, HE=5.5' ) 229 CONCRETE BARRIER LF 365.0000 131,035.00 359.000 131,035 (F) (TYPE 842SV MODIFIED, HE=6' ) 230 CONCRETE BARRIER LF 450.0000 18,000.00 40.000 18,000 (F) (TYPE 842SV MODIFIED, HE=5.1' ) 231 CONCRETE BARRIER (TYPE 60MC) LF 84.0000 40,320.00 474.100 39,824 232 CONCRETE BARRIER LF 104.0000 42,640.00 405.000 42,120 (TYPE 736B MODIFIED) 233 CONCRETE BARRIER LF 89.0000 262,550.00 3,196.500 284,488 (TYPE 842B MODIFIED) 234 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 99.0000 379,269.00 -38.000 -3,762.00 3,793.000 375,507 (F) 235 REMOVE GUARDRAIL LF 5.0000 4,950.00 1,213.000 6,065 236 REMOVE CONCRETE BARRIER LF 30.0000 300,000.00 9,990.000 299,700 237 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 238 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 07/31/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293604 TIME 02:51 PM ESTIMATE NO. 047 BID OPENING 04/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/29/25 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/31/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 240 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 241 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 242 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 243 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 244 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 245 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3500 33,110.00 109,890.000 38,461 246 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.5000 5,250.00 2,422.000 6,055 247 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 17,460.00 61,280.000 18,384 248 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 4,600.00 1,150.000 2,300 249 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 9,150.00 27,424.000 8,227 250 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 4,300.00 2,150.000 4,300 251 CONTRAST STRIPE PAINT (2-COAT) LF 0.2000 1,866.00 19,030.000 3,806 252 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 1.000 500 SYSTEM ELEMENTS DURING CONSTRUCTION 253 4" CONDUIT (BRIDGE) LF 98.0000 36,064.00 368.000 36,064 254 SIGNAL AND LIGHTING SYSTEM LS 251,000.0000 251,000.00 1.000 251,000 255 RAMP METERING SYSTEM LS 471,000.0000 471,000.00 1.000 471,000 256 TEMPORARY LIGHTING SYSTEMS LS 138,000.0000 138,000.00 1.000 138,000 257 MODIFYING LIGHTING SYSTEMS LS 568,000.0000 568,000.00 1.000 568,000 258 MODIFYING TRAFFIC MONITORING STATIONS LS 40,000.0000 40,000.00 1.000 40,000 259 MODIFY EXISTING FIBBER OPTIC LS 770,000.0000 770,000.00 1.000 770,000 CABLE SYSTEMS 260 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 27,000.0000 27,000.00 1.000 27,000 261 REMOVING RAMP METERING SYSTEMS LS 15,000.0000 15,000.00 1.000 15,000 262 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 263 REMOVE METAL POLE (SIGN STRUCTURE) EA 2,550.0000 5,100.00 2.000 5,100 264 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 27,300.00 8,557.000 29,949 (ENHANCED WET NIGHT VISIBILITY) 265 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 27,240.00 21,919.000 13,151 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 11 DATE 07/31/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293604 TIME 02:51 PM ESTIMATE NO. 047 BID OPENING 04/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/29/25 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/31/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 46,800.00 22,502.000 33,753 (ENHANCED WET NIGHT VISIBILITY) 267 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 6,410.00 6,379.000 6,379 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 268 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,000.00 4,200.000 4,200 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 269 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 417.00 624.000 187 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 270 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.0000 93,400.00 38,068.000 76,136 (BROKEN 18-12) 271 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.0000 17,840.00 7,946.000 15,892 (BROKEN 17-7) 272 INSTALL ROADSIGN SIGN PANEL EA 220.0000 2,640.00 12.000 2,640 (SOUNDWALL MOUNTED) PROGRAM CAS145 PAGE 12 DATE 07/31/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293604 TIME 02:51 PM ESTIMATE NO. 047 BID OPENING 04/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/29/25 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/31/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -39,137.10 39,225,643.43 ADJUSTMENT OF COMPENSATION 0.00 1,132,786.17 EXTRA WORK 834,816.00 2,431,411.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 795,678.90 42,789,841.29 273 MOBILIZATION LS 4,100,000.0000 4,100,000.00 1.000 4,100,000 ORIGINAL CONTRACT AMOUNT 41,584,603.50 TOTAL WORK COMPLETED 795,678.90 46,889,841.29 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -20,000.00 TOTAL 785,678.90 46,869,841.29 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/16/21 780 08/10/21 08/10/21 05/29/25 854 91 0 0 100% 100% GALLARDO, SAM RESIDENT ENGINEER