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 07/18/25 EST. NO. 021 TIME 12:45 PM R.E. NAME: YONG PAK 11-2T36U4 --------------------------------------------------------------------------- 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 0059 1,202.68 E.W. @ F.A.(+) 061025 N 0389.0 0060 1,139.51 061125 N 0390.0 0061 1,336.93 062325 N 0391.0 0062 1,336.93 062425 N 0392.0 0063 1,336.93 062525 N 0393.0 0064 1,700.87 062625 N 0394.0 003 0058 858.01 E.W. @ F.A.(+) 050825 N 0357.0 0059 2,384.86 103124 N 0130.0 009 0016 1,057.80 E.W. @ U.P (+) 071725 N 0016 0017 6,209.56 E.W. @ L.S.(+) 071725 N 0017 011 0046 293.45 A.C. @ U.P.(+) 071725 N 0046 014 0023 1,612.77 E.W. @ F.A.(+) 061825 N 0396.0 015 0036 66,160.60 E.W. @ L.S.(+) 071725 N 0036 017 0003 1,118.50 E.W. @ F.A.(+) 071824 N 0207.0 025 0001 414.84 E.W. @ F.A.(+) 072424 N 0213.0 0002 1,537.77 112024 N 0215.0 0003 3,702.11 011425 N 0232.0 0005 3,970.07 012225 N 0340.0 0007 4,153.05 041125 N 0366.0 0008 15,204.95 A.C. @ L.S.(+) 071725 N 0008 029 0002 8,916.25 E.W. @ L.S.(+) 071725 N 0002 030 0001 76,580.08 E.W. @ L.S.(+) 071725 N 001 031 0001 38,339.78 A.C. @ L.S.(+) 071725 N 0001 032 0001 445,739.76 A.C. @ U.P.(+) 071725 N 001 686,308.06 TOTAL THIS ESTIMATE 6,042,641.08 TOTAL PREVIOUS ESTIMATE 6,728,949.14 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 07/18/25 EST. NO. 021 TIME 12:45 PM R.E. NAME: YONG PAK 11-2T36U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 2023 ANNUAL CEM 4401 -10,000.00 003 2023 ANNUAL CEM 4401 10,000.00 004 OHH #15 CIDH ANOMALI -2,000.00 014 #15 CIDH ANOMALI 2,000.00 020 0.00 0.00 LIQUIDATED DAMAGES LATE CLOSURE -20,700.00 020 LATE CLOSURE 20,700.00 021 20,700.00 0.00 TOTAL DEDUCTIONS 20,700.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:45 PM ESTIMATE NO. 021 BID OPENING 10/20/23 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: YONG PAK DATE OF THIS ESTIMATE 07/18/25 LOCATION PROGRESS ESTIMATE 11-SD-5-R37.4/R52.6 ----------------- FLATIRON-SKANSKA-STACY AND SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM WITBECK, A JOINT VENTURE LOMAS SANTA FE DRIVE UNDERCROSSING TO 0.2 12121 SCRIPPS SUMMIT DR #400 MILES NORTH OF OCEANSIDE BOULEVARD SAN DIEGO CA 92131 UNDERCROSSING FED. AID NO. ACIM-051(996)E ,6211-156 ( ) CONSTRUCT MULTI-MODAL ENHANCEMENT, SOUND W ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 88,000.0000 88,000.00 0.750 66,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 14,522.5000 5,809,000.00 18.000 261,405.00 384.000 5,576,640 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 12,000.00 1.000 6,000.00 5.000 30,000 005 HOURLY OFF-SITE HR 200.0000 24,000.00 12.000 2,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 475,000.0000 475,000.00 0.045 21,375.00 0.960 456,000 007 DEVELOP WATER SUPPLY LS 316,000.0000 316,000.00 0.045 14,220.00 0.960 303,360 008 QUALITY VALIDATION LS 3,722,590.5500 3,722,590.55 0.010 37,225.91 0.991 3,689,087 009 CONSTRUCTION AREA SIGNS LS 225,000.0000 225,000.00 0.950 213,750 010 TRAFFIC CONTROL SYSTEM LS 2,965,000.0000 2,965,000.00 0.045 133,425.00 0.960 2,846,400 011 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,060.0000 95,400.00 38.000 40,280.00 93.000 98,580 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 342.00 272.500 1,635.00 5,823.000 34,938 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9500 38,446.50 6,019.000 5,718.05 51,984.500 49,385 014 PLASTIC TRAFFIC DRUMS EA 60.0000 50,280.00 9.000 540.00 770.000 46,200 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 165.0000 41,250.00 64.000 10,560 SYSTEM DAY 016 TEMPORARY BARRIER SYSTEM LF 23.5000 198,340.00 10,285.000 241,697 017 PORTABLE CHANGEABLE MESSAGE SIGN (F) EA 23,000.0000 184,000.00 0.360 8,280.00 7.680 176,640 (F) (EA) 018 TEMPORARY CRASH CUSHION MODULE EA 400.0000 28,000.00 91.000 36,400 019 ALTERNATIVE TEMPORARY CRASH CUSHION-TL-3 EA 18,650.0000 130,550.00 11.000 205,150 020 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 11,360.0000 45,440.00 0.180 2,044.80 3.840 43,622 SYSTEM 021 JOB SITE MANAGEMENT LS 240,000.0000 240,000.00 0.045 10,800.00 0.960 230,400 022 PREPARE STORM WATER POLLUTION PREVENTION LS 6,000.0000 6,000.00 1.000 6,000 PLAN PROGRAM CAS145 PAGE 2 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:45 PM ESTIMATE NO. 021 BID OPENING 10/20/23 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: YONG PAK DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RAIN EVENT ACTION PLAN EA 500.0000 11,500.00 13.000 6,500 024 STORM WATER SAMPLING AND ANALYSIS DAY EA 575.0000 4,600.00 8.000 4,600 025 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 026 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.9000 35,135.10 123,390.930 111,051 MATRIX) 027 TEMPORARY CHECK DAM LF 10.5000 30,954.00 1,298.000 13,629 028 TEMPORARY DRAINAGE INLET PROTECTION (F) EA 920.0000 86,480.00 85.000 78,200 (F) 029 TEMPORARY FIBER ROLL LF 9.1000 316,179.50 27,130.000 246,883 030 TEMPORARY REINFORCED SILT FENCE LF 9.0000 9,351.00 12,440.000 111,960 031 TEMPORARY SILT FENCE LF 8.9000 28,239.70 0.000 0 032 TEMPORARY CONSTRUCTION ENTRANCE (F) EA 15,000.0000 255,000.00 16.000 240,000 (F) 033 STREET SWEEPING LS 980,000.0000 980,000.00 0.045 44,100.00 0.960 940,800 034 TEMPORARY CONCRETE WASHOUT (F) LS 84,300.0000 84,300.00 0.045 3,793.50 0.960 80,928 (F) 035 ASBESTOS COMPLIANCE PLAN LS 5,800.0000 5,800.00 1.000 5,800 036 HEALTH AND SAFETY PLAN LS 5,800.0000 5,800.00 1.000 5,800 037 MANAGE SOLID WASTE GENERATED BY THE HR 285.0000 257,925.00 51.500 14,677 PUBLIC 038 TREATED WOOD WASTE LB 0.3800 58,626.40 121,000.000 45,980 039 REMOVE CONCRETE (CY) CY 335.0000 123,280.00 382.768 128,227 040 TEMPORARY PROTECTION FENCE (ROPE) LF 10.0000 33,360.00 5,549.000 55,490 041 CLEARING AND GRUBBING (F) (ACRE) ACRE 36,700.0000 653,260.00 17.800 653,260 (F) 042 DUST PALLIATIVE (GAL) GAL 6.5000 68,250.00 472.500 3,071 (F) 043 ROADWAY EXCAVATION (F) CY 57.2500 3,297,600.00 57,434.500 3,288,125 (F) 044 STRUCTURE EXCAVATION (RETAINING WALL) CY 95.0000 69,255.00 729.000 69,255 (F) 045 STRUCTURE EXCAVATION (SOUND WALL) CY 1,150.0000 82,800.00 72.000 82,800 (F) 046 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 220.0000 17,160.00 35.000 7,700 (F) 047 STRUCTURE EXCAVATION (GROUND ANCHOR CY 175.0000 43,750.00 130.000 22,750 (F) WALL) 048 STRUCTURE BACKFILL (RETAINING WALL) CY 229.0000 170,834.00 746.000 170,834 (F) 049 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 230.0000 5,290.00 12.000 2,760 (F) PROGRAM CAS145 PAGE 3 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:45 PM ESTIMATE NO. 021 BID OPENING 10/20/23 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: YONG PAK DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 370.0000 4,070.00 5.000 1,850 (F) 051 MECHANICALLY STABILIZED LAYER (GEOGRID SQYD 18.6000 103,192.80 5,185.000 96,441 (F) CLASS R3) 052 MECHANICALLY STABILIZED LAYER (GEOGRID SQYD 8.3000 253,017.20 30,626.500 254,199 (F) CLASS R2) 053 ROADSIDE CLEARING LS 77,000.0000 77,000.00 0.048 3,696.00 0.963 74,151 054 ROCK BLANKET SQFT 64.0000 9,344.00 0.000 0 055 ROCK MULCH (TYPE 1) SQFT 8.2500 19,107.00 2,316.000 19,107 056 ROCK MULCH (TYPE 2) SQFT 8.0000 81,544.00 7,802.000 62,416.00 12,864.300 102,914 057 ROCK MULCH (TYPE 3) SQFT 10.0000 11,550.00 1,154.800 11,548 058 ROCK MULCH (TYPE 4) SQFT 25.0000 5,000.00 199.600 4,990 059 WEED GERMINATION SQYD 0.3000 23,119.50 12,075.000 3,622.50 63,381.500 19,014 060 PACKET FERTILIZER EA 0.4000 18,002.40 15,603.000 6,241.20 43,635.000 17,454 061 PLANT (GROUP I) EA 4.5500 498,147.65 20,817.000 94,717.35 20,817.000 94,717 062 PLANT (GROUP A) EA 14.5000 608,623.00 14,255.000 206,697.50 40,822.000 591,919 063 PLANT (GROUP B) EA 35.0000 41,965.00 551.000 19,285.00 1,108.000 38,780 064 PLANT (GROUP U) EA 232.0000 56,376.00 82.000 19,024.00 199.000 46,168 065 SOD SQYD 52.0000 121,680.00 1,020.000 53,040 066 EXISTING TREE PRUNING LS 9,000.0000 9,000.00 0.000 0 067 MAINTAIN EXISTING PLANTED AREAS LS 48,000.0000 48,000.00 0.000 0 068 PLANT ESTABLISHMENT WORK LS 300,000.0000 300,000.00 0.000 0 069 WOOD MULCH CY 136.0000 171,360.00 21.450 2,917.20 183.780 24,994 070 CHECK AND TEST EXISTING IRRIGATION LS 25,000.0000 25,000.00 1.000 25,000 FACILITIES 071 REMOVE IRRIGATION FACILITY LS 2,600.0000 2,600.00 0.000 0 072 CONTROL AND NEUTRAL CONDUCTORS LS 200,000.0000 200,000.00 0.094 18,800.00 0.938 187,600 073 1 1/2" REMOTE CONTROL VALVE EA 910.0000 85,540.00 9.000 8,190.00 82.000 74,620 074 AUTO FLUSH VALVE & AIR/VACUUM RELIEF EA 360.0000 1,080.00 0.000 0 VALVE 075 MANUAL FILTER & PRESSURE REGULATOR VALVE EA 640.0000 640.00 0.000 0 076 RECYCLED WATER IDENTIFICATION AND LS 13,300.0000 13,300.00 0.000 0 WARNING SIGNS PROGRAM CAS145 PAGE 4 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:45 PM ESTIMATE NO. 021 BID OPENING 10/20/23 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: YONG PAK DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 10" SUPPLY LINE (BRIDGE) LF 416.0000 104,000.00 11.000 4,576.00 250.000 104,000 (F) 078 5/8" DRIP IRRIGATION TUBING LF 3.3000 3,828.00 0.000 0 (F) 079 TREE WELL SPRINKLER ASSEMBLY EA 72.0000 17,568.00 20.000 1,440.00 297.000 21,384 080 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 75.0000 30,825.00 13.000 975.00 460.000 34,500 081 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 139.0000 50,318.00 26.000 3,614.00 292.000 40,588 082 RISER SPRINKLER ASSEMBLY EA 75.0000 31,275.00 417.000 31,275 083 POP-UP SPRINKLER ASSEMBLY EA 92.0000 3,312.00 28.000 2,576.00 37.000 3,404 084 REPLACE VALVE BOX COVER EA 29.0000 261.00 0.000 0 085 2" GATE VALVE EA 810.0000 22,680.00 1.000 810.00 29.000 23,490 086 3" GATE VALVE EA 2,030.0000 12,180.00 1.000 2,030.00 6.000 12,180 087 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.5000 109,135.00 1,200.000 7,800.00 19,820.000 128,830 (F) LINE) 088 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.2500 108,206.25 1,380.000 10,005.00 15,885.000 115,166 (F) (SUPPLY LINE) 089 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 39,096.00 365.000 2,920.00 4,837.000 38,696 (F) (SUPPLY LINE) 090 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.0000 22,860.00 3,440.000 30,960 (F) LINE) 091 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 12.0000 128,760.00 1,230.000 14,760.00 11,415.000 136,980 (F) (SUPPLY LINE) 092 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 18.8000 164,030.00 9,545.000 179,446 (F) LINE) 093 4" PLASTIC PIPE (CLASS 315) (SUPPLY LF 26.0000 125,840.00 503.000 13,078.00 3,958.000 102,908 (F) LINE) 094 10" C-900 (DR-14) PVC PIPE (RECYCLED LF 260.0000 350,740.00 1,280.000 332,800 WATER DISTRIBUTION LINE) 095 2" COMBINATION AIR RELEASE VALVE EA 210.0000 420.00 1.000 210.00 5.000 1,050 096 10" CORRUGATED HIGH DENSITY POLYETHYLENE LF 152.0000 63,840.00 376.000 57,152 PIPE CONDUIT 097 COMPOST SOCK LF 13.1500 520,766.30 4,272.000 56,176.80 18,183.000 239,106 098 HYDROSEED SQFT 0.1800 108,915.48 95,620.000 17,211.60 340,259.000 61,246 099 COMPOST (CY) CY 65.0000 56,745.00 87.840 5,709.60 751.810 48,867 100 INCORPORATE MATERIALS SQFT 0.4300 6,624.15 1,200.000 516.00 10,405.000 4,474 101 CLASS 2 AGGREGATE BASE (F) (CY) CY 110.0000 1,167,870.00 10,492.400 1,154,164 (F) 102 LEAN CONCRETE BASE RAPID SETTING CY 767.0000 855,972.00 1,140.000 874,380 103 REPLACE BASE CY 1,780.0000 71,200.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:45 PM ESTIMATE NO. 021 BID OPENING 10/20/23 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: YONG PAK DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ASPHALTIC EMULSION (FOG SEAL COAT) TON 3,400.0000 10,540.00 0.000 0 105 HOT MIX ASPHALT (TYPE A) TON 220.0000 2,143,460.00 52.535 11,557.70 10,167.015 2,236,743 106 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 291.0000 542,424.00 2,369.150 689,422 107 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.8000 9,790.40 780.000 4,524.00 1,187.000 6,884 108 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.7000 40,561.20 3,484.000 19,858.80 6,487.000 36,975 109 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.8000 82,447.00 2,783.000 16,141.40 7,999.000 46,394 110 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 182.0000 260,988.00 1,084.111 197,308.20 1,715.310 312,186 AREA) 111 TACK COAT TON 1,140.0000 7,980.00 1.670 1,903 112 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 440.0000 48,400.00 103.279 45,442 113 REMOVE ASPHALT CONCRETE DIKE LF 4.2500 49,257.50 8,196.000 34,833 114 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 26.5000 57,955.50 311.111 8,244.44 5,682.527 150,586 115 JOINTED PLAIN CONCRETE PAVEMENT (F) CY 523.5000 2,916,942.00 5,572.000 2,916,942 (F) 116 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 1,348.0000 1,806,320.00 1,341.660 1,808,557 117 SPALL REPAIR (POLYESTER CONCRETE) SQYD 3,689.2000 162,324.80 0.000 0 118 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 2,438.8300 426,795.25 -175.000 -426,795.25 0.000 0 119 ISOLATION JOINT SEAL (SILICONE) LF 21.0000 185,472.00 4,500.000 94,500 120 GRIND EXISTING CONCRETE PAVEMENT SQYD 8.5000 33,354.00 3,924.000 33,354 121 GRIND EXISTING BRIDGE DECK SQYD 72.0000 19,224.00 0.000 0 122 GROUND ANCHOR (SUBHORIZONTAL) EA 4,710.0000 263,760.00 28.000 131,880 123 SOIL NAIL LF 120.0000 132,000.00 590.250 70,830 124 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 130.0000 567,840.00 4,320.000 561,600 (BARRIER) 125 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 230.0000 66,010.00 287.000 66,010 (SOUND WALL) 126 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,805.0000 1,141,635.00 392.400 1,100,682 (SIGN FOUNDATION) 127 STRUCTURAL CONCRETE, BRIDGE CY 12,290.0000 282,670.00 23.000 282,670 (F) 128 STRUCTURAL CONCRETE, RETAINING WALL CY 1,310.0000 247,590.00 189.000 247,590 (F) 129 STRUCTURAL CONCRETE, SOUND WALL CY 2,000.0000 114,000.00 57.000 114,000 (F) 130 STRUCTURAL CONCRETE, WALL FACING CY 2,535.0000 342,225.00 67.000 169,845 (F) PROGRAM CAS145 PAGE 6 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:45 PM ESTIMATE NO. 021 BID OPENING 10/20/23 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: YONG PAK DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, HEADWALL CY 8,700.0000 687,300.00 79.000 687,300 (F) 132 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,095.0000 1,034,285.00 225.200 1,147,394 (F) 133 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,612.0000 591,604.00 374.390 603,516 R MODIFIED) 134 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 3,860.0000 127,380.00 2.000 7,720.00 33.400 128,924 (F) 135 MINOR CONCRETE (MINOR STRUCTURE) CY 6,000.0000 18,000.00 31.300 187,800 (F) 136 PAVING NOTCH EXTENSION CF 550.0000 99,000.00 180.000 99,000 137 CONCRETE SURFACE TEXTURE (RANDOM FLUTE) SQFT 16.5000 64,927.50 3,935.000 64,927 (F) 138 DRILL AND BOND DOWEL LF 105.0000 40,005.00 381.000 40,005 139 CLEAN EXPANSION JOINT LF 90.0000 7,200.00 80.000 7,200.00 80.000 7,200 140 JOINT SEAL (MR 1/2") LF 236.0000 74,104.00 314.000 74,104.00 314.000 74,104 141 BAR REINFORCING STEEL (BRIDGE) LB 3.8500 40,151.65 10,429.000 40,151 (F) 142 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8500 65,232.40 49,944.000 42,452 (F) 143 STRUCTURAL SHOTCRETE CY 1,565.0000 214,405.00 69.000 107,985 (F) 144 FURNISH SIGN STRUCTURE (TUBULAR) LB 7.1000 1,111,576.00 42,695.000 303,134.50 144,645.000 1,026,979 (F) 145 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.7200 112,723.20 55,067.000 39,648.24 156,560.000 112,723 (F) 146 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 7.7500 127,030.25 16,391.000 127,030 (F) (F) 147 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.6000 9,834.60 16,391.000 9,834 (F) (F) 148 REMOVE PEDESTRIAN BARRICADE EA 575.0000 10,925.00 12.000 6,900 149 REMOVE SIGN STRUCTURE (EA) EA 4,200.0000 42,000.00 10.000 42,000 150 PEDESTRIAN BARRICADE EA 4,000.0000 16,000.00 0.000 0 151 SOUND WALL (MASONRY BLOCK) SQFT 58.0000 198,012.00 3,414.000 198,012 (F) 152 PUBLIC SAFETY PLAN LS 11,500.0000 11,500.00 0.000 0 153 RAPID SETTING CONCRETE (PATCH) CF 390.0000 58,110.00 153.600 59,904 154 REMOVE RETAINING WALL (LF) LF 107.0000 9,951.00 93.000 9,951 155 REMOVE UNSOUND CONCRETE CF 112.0000 16,688.00 153.600 17,203 156 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.9000 35,170.20 39,078.000 35,170.20 39,078.000 35,170 157 FURNISH POLYESTER CONCRETE OVERLAY CF 128.0000 416,896.00 3,257.000 416,896.00 3,257.000 416,896 PROGRAM CAS145 PAGE 7 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:45 PM ESTIMATE NO. 021 BID OPENING 10/20/23 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: YONG PAK DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 PLACE POLYESTER CONCRETE OVERLAY SQFT 6.4400 251,662.32 39,078.000 251,662.32 39,078.000 251,662 (F) 159 BRIDGE REMOVAL (PORTION) LS 160,000.0000 160,000.00 1.000 160,000 160 18" ALTERNATIVE PIPE CULVERT (F) LF 199.0000 23,084.00 117.000 23,283 (F) 161 24" ALTERNATIVE PIPE CULVERT (F) LF 198.0000 760,320.00 3,463.000 685,674 (F) 162 18" REINFORCED CONCRETE PIPE (F) LF 216.7000 197,197.00 910.000 197,197 (F) 163 24" REINFORCED CONCRETE PIPE (F) LF 359.7100 237,768.31 1,013.000 364,386 (F) 164 30" REINFORCED CONCRETE PIPE (F) LF 800.0000 324,800.00 406.000 324,800 (F) 165 36" REINFORCED CONCRETE PIPE (F) LF 922.0000 35,036.00 38.000 35,036 (F) 166 48" REINFORCED CONCRETE PIPE (F) LF 651.0000 710,241.00 1,091.000 710,241 (F) 167 60" REINFORCED CONCRETE PIPE (F) LF 933.0000 553,269.00 593.000 553,269 (F) 168 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 380.0000 30,780.00 80.700 30,666 (.138" THICK) 169 GRATED LINE DRAIN (F) LF 610.0000 107,360.00 176.000 107,360 (F) 170 18" CONCRETE FLARED END SECTION EA 7,500.0000 7,500.00 1.000 7,500 171 24" CONCRETE FLARED END SECTION EA 9,000.0000 9,000.00 1.000 9,000 172 36" CONCRETE FLARED END SECTION EA 12,000.0000 12,000.00 1.000 12,000 173 24" ALTERNATIVE FLARED END SECTION EA 2,900.0000 2,900.00 1.000 2,900 174 36" REINFORCED CONCRETE PIPE RISER LF 950.0000 9,025.00 4.000 3,800 175 36" CONCRETE PIPE INLET LF 6,000.0000 18,000.00 3.000 18,000 176 REMOVE OVERSIDE DRAIN EA 2,400.0000 2,400.00 1.000 2,400 177 REMOVE CULVERT (F) (LF) LF 73.0000 137,094.00 1,847.000 134,831 (F) 178 REMOVE INLET (F) EA 2,800.0000 53,200.00 19.000 53,200 (F) 179 REMOVE HEADWALL EA 2,600.0000 5,200.00 2.000 5,200 180 ADJUST INLET EA 4,200.0000 21,000.00 6.000 25,200 181 MODIFY INLET EA 9,500.0000 9,500.00 0.750 7,125 182 REMOVE CONCRETE (CHANNEL) CY 118.0000 10,502.00 89.000 10,502 183 CAP INLET EA 2,000.0000 4,000.00 2.000 4,000 184 CLEAN SLOTTED CORRUGATED STEEL PIPE EA 6,300.0000 6,300.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:45 PM ESTIMATE NO. 021 BID OPENING 10/20/23 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: YONG PAK DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 REMOVE SLOPE PAVING (SQYD) SQYD 32.0000 34,304.00 1,072.000 34,304 186 CONCRETE (DITCH LINING) (F) CY 855.0000 199,215.00 280.040 239,434 (F) 187 CONCRETE (CONCRETE APRON) (F) CY 1,700.0000 85,000.00 54.900 93,330 (F) 188 SLOPE PAVING (ROCK COBBLE) (SQFT) SQFT 46.0000 263,672.00 5,732.000 263,672 189 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 395.0000 496,910.00 28.700 11,336.50 1,866.120 737,117 METHOD B) (CY) 190 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 330.0000 8,580.00 25.000 8,250 METHOD B) (CY) 191 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 277.0000 159,552.00 14.400 3,988.80 948.000 262,596 METHOD B) (CY) 192 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 235.0000 382,345.00 1,838.000 431,930 METHOD B) (CY) 193 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.4000 55,182.40 7,155.420 74,416 194 MINOR CONCRETE (GUTTER) (LF) LF 39.0000 22,776.00 459.000 17,901 195 DETECTABLE WARNING SURFACE SQFT 62.5000 44,562.50 677.550 42,346 196 MINOR CONCRETE (MISCELLANEOUS CY 1,535.0000 686,145.00 451.010 692,300 (F) CONSTRUCTION) (F) 197 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 22.0000 329,120.00 14,817.500 325,985 (F) CONCRETE) (F) 198 PRE/POST CONSTRUCTION SURVEYS EA 2,850.0000 114,000.00 20.000 57,000 199 MISCELLANEOUS IRON AND STEEL LB 4.5000 133,204.50 1,239.000 5,575.50 29,783.000 134,023 (F) 200 STAIN GALVANIZED SURFACES (LF) LF 35.0000 16,065.00 459.000 16,065 201 TEMPORARY FENCE (TYPE CL-6) LF 28.0000 11,788.00 400.000 11,200 202 CHAIN LINK FENCE (TYPE CL-6) LF 53.0000 50,774.00 28.000 1,484 203 CHAIN LINK FENCE (TYPE CL-6 MOD) LF 350.0000 5,250.00 10.000 3,500 204 4' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 3,000.00 2.000 3,000 205 REMOVE FENCE LF 25.0000 7,125.00 281.000 7,025 206 REMOVE CHAIN LINK FENCE LF 13.0000 14,105.00 400.000 5,200 207 REMOVE GATE EA 463.0000 463.00 1.000 463 208 DELINEATOR (CLASS 1) EA 109.0000 33,899.00 0.000 0 209 GUARD RAILING DELINEATOR EA 55.0000 23,045.00 57.000 3,135.00 255.000 14,025 210 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0500 68,141.25 977.000 3,956.85 2,079.000 8,419 211 MARKER EA 55.0000 6,435.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:45 PM ESTIMATE NO. 021 BID OPENING 10/20/23 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: YONG PAK DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 480.0000 480.00 0.000 0 213 REMOVE ROADSIDE SIGN EA 270.0000 12,420.00 15.000 4,050 214 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 244.0000 1,464.00 1.000 244 BRACKET METHOD) 215 RESET ROADSIDE SIGN EA 475.0000 2,375.00 1.000 475 216 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 53.0000 104,993.00 0.000 0 217 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 11,206.00 683.300 8,882 (0.063"-UNFRAMED) 218 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 5,740.00 200.500 2,807 (0.080"-UNFRAMED) 219 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.5000 4,278.50 131.250 2,821 (0.063"-FRAMED) 220 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 880.00 40.000 880 (0.080"-FRAMED) 221 METAL (ROADSIDE SIGN) LB 15.0000 4,200.00 0.000 0 222 ROADSIDE SIGN - ONE POST EA 485.0000 46,560.00 85.000 41,225 223 ROADSIDE SIGN - TWO POST EA 1,225.0000 11,025.00 7.000 8,575 224 SIGN POST SUPPORT SYSTEM EA 6,000.0000 60,000.00 0.000 0 225 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 180.0000 3,060.00 11.000 1,980 METHOD) 226 INSTALL SIGN (MAST-ARM MOUNTED) EA 655.0000 3,930.00 0.000 0 227 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 24.0000 4,608.00 0.000 0 228 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 300.0000 600.00 3.000 900 POST 229 MIDWEST GUARDRAIL SYSTEM LF 45.3000 776,442.00 1,564.000 70,849.20 10,149.500 459,772 230 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 51.0000 12,036.00 638.000 32,538.00 638.000 32,538 231 VEGETATION CONTROL (MINOR CONCRETE) SQYD 153.0000 1,166,625.00 1,805.310 276,212.43 3,713.660 568,189 232 CABLE RAILING LF 44.0000 20,196.00 459.000 20,196 (F) 233 TRANSITION RAILING (TYPE WB-31) EA 6,400.0000 83,200.00 2.000 12,800.00 9.000 57,600 234 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,810.0000 47,770.00 1.000 2,810.00 8.000 22,480 235 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,500.0000 99,000.00 6.000 33,000 236 CONCRETE BARRIER (TYPE 60M) (F) LF 1,735.0000 52,050.00 30.000 52,050 (F) 237 CONCRETE BARRIER (TYPE 60MC MODIFIED) LF 1,242.0000 505,494.00 407.000 505,494 (F) 238 CONCRETE BARRIER (TYPE 836SV MOD) LF 275.0000 397,375.00 140.000 38,500.00 1,388.000 381,700 (F) PROGRAM CAS145 PAGE 10 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:45 PM ESTIMATE NO. 021 BID OPENING 10/20/23 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: YONG PAK DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 414.0000 207,414.00 501.000 207,414 (F) 240 CONCRETE BARRIER (TYPE 842A MODIFIED) LF 275.0000 52,250.00 190.000 52,250 (F) 241 REMOVE GUARDRAIL LF 10.5000 120,382.50 62.000 651.00 10,403.500 109,236 242 SALVAGE METAL BRIDGE RAILING LF 26.0000 11,362.00 426.000 11,076 243 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.9000 349,494.10 8,201.000 72,988.90 8,201.000 72,988 WET NIGHT VISIBILITY) 244 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 1,275.40 38.000 53.20 38.000 53 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 245 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 9,951.25 4,268.000 4,054.60 4,268.000 4,054 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 246 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4500 240,657.95 10,704.000 15,520.80 10,704.000 15,520 (ENHANCED WET NIGHT VISIBILITY) 247 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3500 793.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 248 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.9200 17,447.04 4,134.000 7,937.28 4,134.000 7,937 (ENHANCED WET NIGHT VISIBILITY) 249 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.7000 2,870.10 1,003.000 2,708.10 1,003.000 2,708 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 250 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.7000 78,269.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 251 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.6000 29,387.80 3,134.500 8,149.70 4,041.500 10,507 252 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.7500 102,110.75 0.000 0 (WARRANTY) (BROKEN 12-3) 253 METHYL METHACRYLATE PAVEMENT MARKING SQFT 8.7000 102,085.80 11,762.000 102,329 254 CONTRAST STRIPE PAINT (2-COAT) LF 0.5200 104,815.88 0.000 0 255 REMOVE TRAFFIC STRIPE LF 0.6000 30,517.80 17,587.000 10,552.20 50,378.000 30,226 256 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.1500 7,457.55 0.000 0 (WARRANTY) (BROKEN 17-7) 257 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.5900 699,091.47 0.000 0 (WARRANTY) (BROKEN 36-12) 258 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 14.9000 218,687.30 0.000 0 (WARRANTY) 259 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.2000 272,402.00 0.000 0 (WARRANTY) (BROKEN 36-12) 260 FLASHING BEACON SYSTEM LS 45,000.0000 45,000.00 1.000 45,000 261 ROADSIDE UNIT SYSTEM LS 1,350,000.0000 1,350,000.00 0.990 1,336,500 262 WRONG WAY DETECTION SYSTEM LS 230,000.0000 230,000.00 0.440 101,200.00 0.778 178,940 263 CHANGEABLE MESSAGE SIGN SYSTEM LS 100,000.0000 100,000.00 0.704 70,400 PROGRAM CAS145 PAGE 11 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:45 PM ESTIMATE NO. 021 BID OPENING 10/20/23 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: YONG PAK DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 264 CAMERA SYSTEMS LS 145,000.0000 145,000.00 1.000 145,000 265 FIBER OPTIC CABLE SYSTEMS LS 705,600.0000 705,600.00 0.322 227,203.20 0.773 545,428 266 MODIFYING LIGHTING SYSTEMS LS 1,000,000.0000 1,000,000.00 0.038 38,000.00 1.000 1,000,000 267 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 2,100,000.0000 2,100,000.00 0.002 4,200.00 0.918 1,927,800 268 MODIFYING RAMP METERING SYSTEMS LS 660,000.0000 660,000.00 0.888 586,080 269 SUBSURFACE LOCATOR LS 280,000.0000 280,000.00 0.381 106,680 PROGRAM CAS145 PAGE 12 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:45 PM ESTIMATE NO. 021 BID OPENING 10/20/23 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: YONG PAK DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,102,152.82 58,726,262.07 ADJUSTMENT OF COMPENSATION 499,577.94 680,976.53 EXTRA WORK 186,730.12 6,047,972.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,788,460.88 65,455,211.21 270 MOBILIZATION LS 7,252,000.0000 7,252,000.00 1.000 7,252,000 ORIGINAL CONTRACT AMOUNT 72,520,000.00 TOTAL WORK COMPLETED 3,788,460.88 72,707,211.21 MATERIALS ON HAND ON SITE 494,916.04 750,247.82 DEDUCTIONS 20,700.00 0.00 TOTAL 4,304,076.92 73,457,459.03 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 11/20/23 650 11/27/23 11/27/23 04/11/29 384 25 0 0 88% 59% PROGRESS IS SATISFACTORY YONG PAK RESIDENT ENGINEER