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 07/22/25 EST. NO. 029 TIME 02:58 PM R.E. NAME: R,ERIC/HARRINGTON,BRIAN 05-3307C4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 025 0007 493.13 E.W. @ F.A.(+) 042424 N 0115.0 0008 369.84 042524 N 0116.0 0012 414.50 052224 N 0132.0 0088 1,224.24 082724 N 0223.0 0089 516.62 102824 N 0309.0 0091 572.03 103024 N 0327.0 0102 904.79 102524 N 0253.0 0104 516.62 102924 N 0325.0 0109 1,157.25 082224 N 0220.0 0110 645.43 082324 N 0221.0 0111 1,469.00 082624 N 0222.0 0112 1,711.74 082824 N 0224.0 0113 1,176.38 082924 N 0225.0 0114 645.43 083024 N 0226.0 0115 1,526.03 090324 N 0227.0 0116 593.18 090524 N 0229.0 0117 1,065.41 090624 N 0230.0 0118 851.10 090924 N 0231.0 0119 1,280.35 091024 N 0233.0 0120 1,204.13 091124 N 0234.0 0121 645.43 091224 N 0235.0 0122 874.90 091324 N 0236.0 0123 1,238.60 091624 N 0237.0 0124 645.43 091724 N 0238.0 0125 613.52 091824 N 0239.0 0126 572.03 091924 N 0240.0 0127 1,415.95 092024 N 0241.0 0128 1,341.32 092324 N 0242.0 0129 300.58 093024 N 0246.0 0130 545.32 100324 N 0247.0 0131 556.48 100724 N 0248.0 0132 556.48 101024 N 0249.0 0134 578.81 101524 N 0251.0 0139 572.03 110724 N 0333.0 0143 842.49 092424 N 0243.0 0144 556.48 092724 N 0245.0 0190 1,312.00 090424 N 0228.0 0201 25,787.41 050924 N 0121.0 027 0039 2,262.79 E.W. @ F.A.(+) 100324 N 0318.0 039 0001 3,010.35 E.W. @ F.A.(+) 011325 N 0392.0 0002 4,903.60 011425 N 0393.0 0003 5,077.05 011525 N 0395.0 0004 4,283.13 011625 N 0396.0 0005 1,901.20 011725 N 0398.0 052 0001 1,664.70 E.W. @ F.A.(+) 020525 N 0414.0 054 0001 288.59 E.W. @ F.A.(+) 020725 N 0418.0 0002 288.59 021125 N 0421.0 0003 1,220.45 012925 N 0406.0 0004 273.35 021025 N 0419.0 0005 329.29 021025 N 0429.0 059 0001 520.15 E.W. @ F.A.(+) 021125 N 0423.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/22/25 EST. NO. 029 TIME 02:58 PM R.E. NAME: R,ERIC/HARRINGTON,BRIAN 05-3307C4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0002 248.25 021525 N 0425.0 83,563.95 TOTAL THIS ESTIMATE 1,637,424.21 TOTAL PREVIOUS ESTIMATE 1,720,988.16 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 07/22/25 EST. NO. 029 TIME 02:58 PM R.E. NAME: R,ERIC/HARRINGTON,BRIAN 05-3307C4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP NON-COMPLIANCE -121,830.78 005 SWPPP NON COMPLIANCE 121,830.78 006 ANNUAL CEM-4401 2023 -10,000.00 010 MISS CEM-2406 -10,000.00 010 ANNUAL CEM-4401 2023 10,000.00 011 RECD CEM-2406 10,000.00 011 CONCRETE DEDUCT 4/11 -1,650.00 016 MISC CONCRETE QA -4,609.75 020 DISPUTE TESTING -817.42 023 STR CONCRETE -1,650.00 023 STR CONCRETE -4,034.45 024 25% PERF. WITHHOLD -908,676.68 024 25% PERF. RELEASE 908,676.68 025 HMA DEDUCT -4,904.52 026 DBE NON-COMPLIANCE -8,880.36 027 HMA DEDUCT EST 27 -49,438.01 027 PERF FAIL WITHHOLD -1,321,816.58 027 STR CONCRETE DEDUCT -493.35 027 DBE NON-COMPLIANCE -68,977.70 028 PERF FAIL WITHHOLD 1,371,474.94 028 PERF FAIL WITHHOLD -1,214,989.19 028 COZEEP -920.00 029 -920.00 -1,311,706.39 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 005 RECD PAYROLLS 5 5,000.00 007 MISS PAYROLLS -6,000.00 008 MISS PAYROLLS -6,000.00 009 RECD PAYROLLS 08 6,000.00 009 MISS PAYROLLS -4,000.00 010 RECD PAYROLLS 09 10,000.00 012 MISSING PAYROLLS -10,000.00 020 MISSING PAYROLLS -10,000.00 021 MISSING PAYROLLS -10,000.00 022 MISSING PAYROLLS -10,000.00 023 MISSING PAYROLLS -2,000.00 024 REC'D #20,21,22 & 23 40,000.00 024 MISSING PAYROLLS -10,000.00 025 REC'D PAYROLLS #24 2,000.00 025 MISSING PAYROLLS -10,000.00 026 MISSING PAYROLLS -10,000.00 027 REC'D PAYROLLS #25 10,000.00 027 MISSING PAYROLLS -10,000.00 028 REC'D PAYROLLS #26 10,000.00 028 MISSING PAYROLLS -10,000.00 029 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,920.00 -1,341,706.39 PROGRAM CAS145 PAGE 1 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307C4 TIME 02:58 PM ESTIMATE NO. 029 BID OPENING 02/13/23 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: R,ERIC/HARRINGTON,BRIAN DATE OF THIS ESTIMATE 07/22/25 LOCATION RERUN PROGRESS ESTIMATE 05-SLO-41-44.5/45.3 ----------------------- 05-SLO-46-54.0/57.8 GUY F ATKINSON CONSTRUCTION SAN LUIS OBISPO COUNTY AT AND NEAR CHOLAME LLC ON ROUTE 41 FROM ROUTE 41/46 SEPARATION TO 18201 VON KARMAN AVE 8TH FL 0.8 MILE NORTH OF ROUTE 41/46 SEPARATION IRVINE CA 92612 AND ON ROUTE 46 FROM 0.8 MILE WEST OF FED. AID NO. N O N E CONVERT TO A 4 LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,845.0700 1,845.07 1.000 1,845 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 146,388.0000 146,388.00 0.750 109,791 003 TIME-RELATED OVERHEAD (WDAY) WDAY 30,184.1900 15,092,095.00 18.000 543,315.42 324.000 9,779,677 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,654.0000 119,772.00 8.000 53,232 005 HOURLY OFF-SITE HR 221.8000 22,180.00 7.500 1,663 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 669,286.7600 669,286.76 0.040 26,771.47 0.650 435,036 007 DEVELOP WATER SUPPLY LS 1,920,143.4200 1,920,143.42 0.900 1,728,129 008 CONSTRUCTION AREA SIGNS LS 58,904.0800 58,904.08 0.010 589.04 0.760 44,767 009 TRAFFIC CONTROL SYSTEM LS 742,447.9000 742,447.90 0.040 29,697.92 0.650 482,591 010 TRAFFIC CONTROL SUPERVISOR DAY 1,351.9800 163,589.58 5.000 6,759.90 145.000 196,037 011 TYPE III BARRICADE EA 432.3300 21,184.17 24.000 10,375 012 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.0100 379,260.00 31,516.000 94,863 013 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 18.4500 35,424.00 0.000 0 014 CHANNELIZER (SURFACE MOUNTED) EA 58.2200 43,082.80 390.000 22,705 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 111.9100 24,620.20 30.000 3,357.30 795.000 88,968 SYSTEM DAY 016 TEMPORARY PAVEMENT MARKER EA 7.3800 24,206.40 1,197.000 8,833 017 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 73,210.6100 73,210.61 0.040 2,928.42 0.650 47,586 018 END OF QUEUE MONITORING AND WARNING WITH EA 1,120.0900 11,200.90 0.000 0 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 019 TEMPORARY RAILING (TYPE K) LF 62.5800 504,394.80 10,320.000 645,825 020 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,856.5500 53,139.30 8.000 70,852 021 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 16,511.7400 82,558.70 3.000 49,535 SYSTEM PROGRAM CAS145 PAGE 2 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307C4 TIME 02:58 PM ESTIMATE NO. 029 BID OPENING 02/13/23 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: R,ERIC/HARRINGTON,BRIAN DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 JOB SITE MANAGEMENT LS 654,791.0300 654,791.03 0.040 26,191.64 0.650 425,614 023 PREPARE STORM WATER POLLUTION PREVENTION LS 77,642.0100 77,642.01 0.500 38,821 PLAN 024 RAIN EVENT ACTION PLAN EA 147.3300 5,451.21 32.000 4,714 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 265.1900 3,447.47 4.000 1,060 026 STORM WATER ANNUAL REPORT EA 1,502.7500 4,508.25 1.000 1,502.75 2.000 3,005 027 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 728.1300 5,825.04 9.000 6,553 CONTROL) 028 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.9100 664,300.00 304,698.790 277,275 MATRIX) 029 TEMPORARY CHECK DAM LF 13.0800 183,120.00 3,908.000 51,116 030 TEMPORARY DRAINAGE INLET PROTECTION EA 492.1800 19,687.20 40.000 19,687 031 TEMPORARY FIBER ROLL LF 6.6000 1,188,000.00 46,746.000 308,523 032 TEMPORARY GRAVEL BAG BERM LF 17.8300 31,202.50 873.000 15,565 033 TEMPORARY LARGE SEDIMENT BARRIER LF 22.4500 17,960.00 863.000 19,374 034 TEMPORARY CONSTRUCTION ENTRANCE EA 40,138.2500 401,382.50 8.000 321,106 035 STREET SWEEPING LS 295,441.5000 295,441.50 0.040 11,817.66 0.650 192,036 036 TEMPORARY CONCRETE WASHOUT LS 74,848.8800 74,848.88 0.040 2,993.96 0.650 48,651 037 ASBESTOS COMPLIANCE PLAN LS 13,264.3800 13,264.38 1.000 13,264 038 NOA BURIAL LOCATION REPORT LS 12,603.9600 12,603.96 1.000 12,603 039 TREATED WOOD WASTE LB 1.1200 3,886.40 134.000 150.08 464.000 519 040 BIRD AND BAT EXCLUSION DEVICES LS 173,322.3300 173,322.33 0.100 17,332.23 0.600 103,993 041 DUST CONTROL PLAN (NATURALLY OCCURRING LS 856.3000 856.30 1.000 856 ASBESTOS) 042 SAMPLING AND ANALYSIS PLAN (NATURALLY LS 7,342.9900 7,342.99 1.000 7,342 OCCURRING ASBESTOS) 043 TEMPORARY WILDLIFE EXCLUSION FENCE LF 27.4900 179,784.60 5,940.000 163,290 044 TEMPORARY HIGH-VISIBILITY FENCE LF 16.5000 27,390.00 1,516.000 25,014 045 CLEARING AND GRUBBING (LS) LS 156,542.1600 156,542.16 0.030 4,696.26 0.980 153,411 046 ROADWAY EXCAVATION CY 11.4500 14,541,500.00 12,948.000 148,254.60 1,164,792.000 13,336,868 047 ROADWAY EXCAVATION (NATURALLY OCCURRING CY 4.4200 99,450.00 30,558.000 135,066 ASBESTOS) 048 ROADWAY EXCAVATION (TOPSOIL) CY 23.2300 115,220.80 4,692.000 108,995 PROGRAM CAS145 PAGE 3 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307C4 TIME 02:58 PM ESTIMATE NO. 029 BID OPENING 02/13/23 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: R,ERIC/HARRINGTON,BRIAN DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 STRUCTURE EXCAVATION CY 113.2900 349,273.07 1,585.470 179,617.90 2,698.240 305,683 (F) 050 STRUCTURE EXCAVATION (BRIDGE) CY 42.3300 461,270.01 10,897.000 461,270 (F) 051 STRUCTURE EXCAVATION (TYPE D) CY 43.7900 214,001.73 4,887.000 214,001 (F) 052 STRUCTURE EXCAVATION (RETAINING WALL) CY 66.8000 430,192.00 6,440.000 430,192 (F) 053 STRUCTURE BACKFILL CY 379.8000 489,942.00 962.750 365,652 (F) 054 STRUCTURE BACKFILL (BRIDGE) CY 106.9100 780,549.91 300.000 32,073.00 6,640.120 709,895 (F) 055 STRUCTURE BACKFILL (RETAINING WALL) CY 122.1600 679,209.60 1,187.000 145,003.92 4,156.500 507,758 (F) 056 SETTLEMENT MONITORING SYSTEM LS 861,724.4500 861,724.45 0.040 34,468.98 0.920 792,786 057 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 1.9800 437,580.00 10,702.780 21,191.50 172,811.060 342,165 A2 058 ROADSIDE CLEARING LS 167,903.6400 167,903.64 0.330 55,408 059 PLANT (GROUP H) EA 64.1300 2,565.20 0.000 0 060 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,456.2600 21,843.90 13.000 18,931 061 DRILL SEED (ACRE) ACRE 2,437.5600 268,131.60 23.430 57,112 062 HYDRAULIC BIOTIC GROWTH MEDIUM (HBGM) LB 1.8500 16,224.50 12,190.130 22,551 (LB) 063 FIBER REINFORCED MATRIX SQFT 0.2000 182,400.00 720,590.770 144,118 064 HYDROMULCH SQFT 0.0600 274,200.00 1,019,954.790 61,197 065 FIBER ROLLS LF 4.6800 80,028.00 11,343.840 53,089 066 COMPOST SOCK LF 7.8400 34,104.00 2,553.000 20,015 067 HYDROSEED SQFT 0.1100 91,300.00 589,215.670 64,813 068 COMPOST (CY) CY 35.1200 1,281,880.00 8,831.000 310,144 069 HUMATE LB 1.3700 52,471.00 11,702.370 16,032 070 INCORPORATE MATERIALS SQFT 0.0300 137,100.00 1,196,989.660 35,909 071 CLASS 1 AGGREGATE SUBBASE CY 42.7800 5,860,860.00 12,431.880 531,835.83 92,605.010 3,961,642 072 CLASS 2 AGGREGATE BASE (CY) CY 87.3900 1,983,753.00 675.720 59,051.17 27,146.570 2,372,338 073 LEAN CONCRETE BASE CY 238.9900 4,397,416.00 10,800.060 2,581,106 074 HOT MIX ASPHALT (TYPE A) TON 113.6800 9,083,032.00 2,511.110 285,462.98 60,313.480 6,856,436 075 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 154.5000 4,418,700.00 17,080.740 2,638,974 PROGRAM CAS145 PAGE 4 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307C4 TIME 02:58 PM ESTIMATE NO. 029 BID OPENING 02/13/23 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: R,ERIC/HARRINGTON,BRIAN DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 DATA CORE LS 7,480.8600 7,480.86 0.750 5,610 077 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.5900 117.39 21.000 117 078 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.5900 10,509.20 0.000 0 079 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 89.3900 5,005.84 32.270 2,884 AREA) 080 TACK COAT TON 754.2300 35,448.81 16.060 12,112.93 123.250 92,958 081 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.9300 42,460.00 1,232.300 2,378 082 FURNISH 14" STEEL PIPE PILING LF 79.0300 1,358,051.52 17,184.000 1,358,051 083 DRIVE 14" STEEL PIPE PILE EA 3,284.6500 1,195,612.60 364.000 1,195,612 084 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 864.9200 1,224,726.72 1,416.000 1,224,726 085 FURNISH PILING (CLASS 90) (ALTERNATIVE LF 61.7800 257,375.48 4,166.000 257,375 W) 086 DRIVE PILE (CLASS 90) (ALTERNATIVE W) EA 3,284.6500 364,596.15 111.000 364,596 087 FURNISH PILING (CLASS 140) (ALTERNATIVE LF 69.2700 488,353.50 7,050.000 488,353 W) 088 DRIVE PILE (CLASS 140) (ALTERNATIVE W) EA 3,284.6500 361,311.50 110.000 361,311 089 FURNISH 24" CAST-IN-STEEL SHELL CONCRETE LF 164.0600 6,230,178.50 38,061.420 6,244,356 PILING 090 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 3,284.6500 1,767,141.70 539.000 1,770,426 PILE 091 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,520.4500 182,454.00 84.000 127,717 (SIGN FOUNDATION) 092 72" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,726.2000 207,144.00 58.000 100,119 (SIGN FOUNDATION) 093 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,022,135.4000 1,022,135.40 0.440 449,739 094 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 541.7300 1,335,364.45 2,465.000 1,335,364 (F) 095 STRUCTURAL CONCRETE, BRIDGE CY 1,991.9700 12,985,652.43 647.780 1,290,358.33 6,301.510 12,552,418 (F) 096 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 1,420.4600 3,197,455.46 458.000 650,570.68 1,073.000 1,524,153 (F) FIBER) 097 STRUCTURAL CONCRETE, RETAINING WALL CY 976.6100 1,870,208.15 79.000 77,152.19 1,782.400 1,740,709 (F) 098 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,152.5600 909,369.84 284.000 327,327 (F) N) 099 STRUCTURAL CONCRETE, BOX CULVERT CY 1,449.0700 1,160,705.07 395.270 572,773 (F) 100 STRUCTURAL CONCRETE, HEADWALL CY 2,953.6000 759,075.20 233.020 688,247 (F) 101 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,610.9800 1,203,661.78 380.710 994,026 (F) 102 CONCRETE SURFACE TEXTURE (WOODEN PLANK) SQFT 27.6400 575,243.68 20,036.080 553,797 (F) PROGRAM CAS145 PAGE 5 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307C4 TIME 02:58 PM ESTIMATE NO. 029 BID OPENING 02/13/23 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: R,ERIC/HARRINGTON,BRIAN DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 PTFE SPHERICAL BEARING EA 23,523.5300 188,188.24 4.000 94,094.12 8.000 188,188 104 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 581.6700 61,075.35 105.000 61,075 105 JOINT SEAL ASSEMBLY (MR 3") LF 686.1300 116,642.10 0.000 0 106 JOINT SEAL (MR 2") LF 229.5600 67,720.20 95.000 21,808 107 BAR REINFORCING STEEL (BRIDGE) LB 1.7200 6,323,727.92 338,114.350 581,556.68 2,953,496.690 5,080,014 (F) 108 BAR REINFORCING STEEL (RETAINING WALL) LB 2.1500 629,393.15 12,076.730 25,964.97 273,845.740 588,768 (F) 109 FURNISH SIGN STRUCTURE (TRUSS) LB 5.3500 1,083,375.00 126,900.000 678,915 (F) 110 INSTALL SIGN STRUCTURE (TRUSS) LB 0.8800 178,200.00 126,900.000 111,672 (F) 111 REMOVABLE BAT HABITAT EA 3,472.8400 62,511.12 4.000 13,891.36 4.000 13,891 112 24" ALTERNATIVE PIPE CULVERT LF 129.9500 84,467.50 639.020 83,040 113 36" ALTERNATIVE PIPE CULVERT LF 144.4400 355,322.40 2,453.000 354,311 114 48" ALTERNATIVE PIPE CULVERT LF 218.3300 91,698.60 424.000 92,571 115 CONCRETE BACKFILL (PIPE TRENCH) CY 532.5400 21,301.60 39.410 20,987 (F) 116 24" REINFORCED CONCRETE PIPE LF 158.5300 39,632.50 254.000 40,266 117 36" REINFORCED CONCRETE PIPE LF 214.0800 1,224,537.60 5,219.000 1,117,283 118 36" REINFORCED CONCRETE PIPE (TRENCHLESS LF 2,408.5900 1,011,607.80 368.000 886,361 INSTALLATION) 119 42" REINFORCED CONCRETE PIPE LF 306.2700 42,877.80 134.000 41,040 120 42" REINFORCED CONCRETE PIPE (TRENCHLESS LF 3,377.0300 270,162.40 80.000 270,162 INSTALLATION) 121 48" REINFORCED CONCRETE PIPE LF 290.4900 101,671.50 348.000 101,090 122 48" REINFORCED CONCRETE PIPE (TRENCHLESS LF 2,262.6800 339,402.00 144.000 325,825 INSTALLATION) 123 PREFABRICATED VERTICAL DRAIN LF 0.8500 918,000.00 1,102,866.900 937,436 124 12" ALTERNATIVE PIPE DOWNDRAIN LF 110.2000 20,938.00 0.000 0 125 24" ALTERNATIVE PIPE DOWNDRAIN LF 113.5600 48,830.80 0.000 0 126 WELDED STEEL PIPE CASING (BRIDGE) LF 361.9000 14,837.90 0.000 0 127 24" CONCRETE FLARED END SECTION EA 2,399.8100 2,399.81 1.000 2,399 128 INLET DEPRESSION EA 3,093.4500 86,616.60 8.000 24,747 129 ABANDON CULVERT (LF) LF 97.8900 81,248.70 265.840 26,023 PROGRAM CAS145 PAGE 6 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307C4 TIME 02:58 PM ESTIMATE NO. 029 BID OPENING 02/13/23 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: R,ERIC/HARRINGTON,BRIAN DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 REMOVE OVERSIDE DRAIN EA 2,136.8900 38,464.02 1.000 2,136 131 REMOVE CULVERT (LF) LF 22.3800 29,317.80 62.000 1,387.56 202.000 4,520 132 REMOVE REINFORCED CONCRETE BOX CULVERT EA 30,632.4700 30,632.47 0.000 0 (EA) 133 REMOVE INLET EA 1,392.8900 4,178.67 1.000 1,392 134 REMOVE HEADWALL EA 2,237.5800 20,138.22 3.000 6,712 135 REMOVE FLARED END SECTION (EA) EA 2,108.9200 2,108.92 0.000 0 136 CONCRETE (DITCH LINING) CY 1,086.6800 2,129,892.80 1,129.110 1,226,981 137 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 233.8300 35,074.50 147.780 34,555 METHOD B) (CY) 138 ROCK SLOPE PROTECTION (150 LB, CLASS CY 236.0600 82,621.00 339.880 80,232 III, METHOD B) (CY) 139 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 260.6800 99,058.40 334.570 87,215 METHOD B) (CY) 140 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 421.7800 26,572.14 34.990 14,758 METHOD B) (CY) 141 ROCK SLOPE PROTECTION (1/2 T, CLASS VII, CY 281.9300 23,400.19 83.590 23,566 METHOD B) (CY) 142 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 13.4300 30,351.80 2,089.220 28,058 143 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 17.4000 175,740.00 10,076.310 175,327 CONCRETE) 144 MINOR CONCRETE (BIKE PATH) CY 912.5800 146,012.80 154.480 140,975 145 MISCELLANEOUS IRON AND STEEL LB 4.1400 108,347.94 8,994.000 37,235 (F) 146 BRIDGE DECK DRAINAGE SYSTEM LB 13.7300 24,357.02 0.000 0 (F) 147 DESTROY WELL EA 6,732.9400 33,664.70 6.000 40,397 148 GLOBAL NAVIGATION SATELLITE SYSTEM LS 73,519.8400 73,519.84 0.000 0 STATION 149 STAIN GALVANIZED SURFACES (LS) LS 176,340.5900 176,340.59 0.000 0 150 ROCK STAIN SQFT 2.0400 41,412.00 0.000 0 151 FENCE (TYPE BW, 6-STRAND, METAL POST, LF 21.5800 116,747.80 0.000 0 MODIFIED) 152 FENCE (TYPE WM, MODIFIED, 4') LF 11.9900 142,681.00 6,429.000 77,083 153 FENCE (TYPE WM, MODIFIED, 7') LF 17.6700 22,971.00 0.000 0 154 TEMPORARY FENCE (TYPE BW) LF 11.7400 35,572.20 1,982.000 23,268 155 12' WIRE MESH GATE EA 2,620.3000 60,266.90 0.000 0 156 REMOVE FENCE (TYPE BW) LF 3.2600 66,830.00 18,225.000 59,413 PROGRAM CAS145 PAGE 7 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307C4 TIME 02:58 PM ESTIMATE NO. 029 BID OPENING 02/13/23 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: R,ERIC/HARRINGTON,BRIAN DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 REMOVE PAVEMENT MARKER EA 1.2300 1,008.60 0.000 0 158 DELINEATOR (CLASS 1) EA 59.6600 16,704.80 0.000 0 159 GUARD RAILING DELINEATOR EA 147.6100 11,365.97 26.000 3,837 160 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.6100 36,248.10 814.000 7,008 161 TREATMENT BEST MANAGEMENT PRACTICE EA 92.2500 4,059.00 0.000 0 MARKER 162 OBJECT MARKER EA 147.6100 4,723.52 0.000 0 163 REMOVE ROADSIDE SIGN EA 128.8200 3,735.78 14.000 1,803.48 18.000 2,318 164 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 33.3400 59,345.20 815.220 27,179 165 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 31.9300 13,729.90 142.500 4,550 166 FURNISH LAMINATED PANEL SIGN (2 SQFT 35.0100 26,257.50 440.000 15,404 1/2"-TYPE B) 167 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.8800 7,212.80 9.000 115.92 195.160 2,513 (0.063"-UNFRAMED) 168 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.4400 11,692.80 8.000 107.52 168.000 2,257 (0.080"-UNFRAMED) 169 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.8400 3,057.60 97.500 2,129 (0.063"-FRAMED) 170 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.4000 4,928.00 98.750 2,212 (0.080"-FRAMED) 171 ROADSIDE SIGN - ONE POST EA 543.3000 59,763.00 1.000 543.30 28.000 15,212 172 TEMPORARY STOCKPILE SIGN EA 128.7300 6,436.50 27.000 3,475 173 ROADSIDE SIGN - TWO POST EA 1,176.2100 11,762.10 4.000 4,704 174 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 2,072.3700 16,578.96 4.000 8,289 BOX POST) 175 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 5,881.0600 70,572.72 4.000 23,524 176 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 5,124.9200 20,499.68 4.000 20,499 177 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 41.2600 200,936.20 1,703.000 70,265 178 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 62.2400 52,904.00 0.000 0 POST) 179 CABLE RAILING LF 27.7800 37,947.48 1,227.140 34,089 (F) 180 TRANSITION RAILING (TYPE WB-31) EA 5,547.2300 49,925.07 1.000 5,547 181 RAIL TENSIONING ASSEMBLY EA 1,020.2400 6,121.44 0.000 0 182 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,940.1400 19,401.40 4.000 7,760 183 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,437.7800 57,691.14 5.000 22,188 PROGRAM CAS145 PAGE 8 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307C4 TIME 02:58 PM ESTIMATE NO. 029 BID OPENING 02/13/23 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: R,ERIC/HARRINGTON,BRIAN DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 ALTERNATIVE CRASH CUSHION SYSTEM EA 54,368.3500 598,051.85 0.000 0 185 CONCRETE BARRIER (TYPE 60M) LF 150.1200 650,019.60 2,115.000 317,503 186 CONCRETE BARRIER (TYPE 60MA) LF 194.2400 63,128.00 325.000 63,128 187 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 263.0300 1,047,911.52 714.000 187,803 (F) 188 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 11.6900 44,538.90 662.000 7,738 WET NIGHT VISIBILITY) 189 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.4600 811.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 190 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.4600 4,182.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 191 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.1500 294,550.00 37,988.000 81,674 (ENHANCED WET NIGHT VISIBILITY) 192 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0800 7,761.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 193 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.9200 18,794.40 2,340.000 11,512 (ENHANCED WET NIGHT VISIBILITY) 194 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7400 29,156.00 13,139.000 9,722 195 12" RUMBLE STRIP (ASPHALT CONCRETE STA 114.6200 103,158.00 428.210 49,081 PAVEMENT) 196 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 9.8400 16,432.80 0.000 0 (BROKEN 12-3) 197 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.3000 3,690.00 0.000 0 (WARRANTY) (BROKEN 12-3) 198 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 9.8400 8,856.00 587.000 5,776 (BROKEN 17-7) 199 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.7700 292,464.00 4,483.000 30,349 (BROKEN 36-12) 200 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 9.8400 41,623.20 1,368.000 13,461 (WARRANTY) 201 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 9.8400 18,204.00 339.000 3,335 (WARRANTY) (BROKEN 36-12) 202 LIGHTING SYSTEM LS 988,375.5200 988,375.52 1.000 988,375 203 TRAFFIC CENSUS STATION SYSTEMS LS 192,707.3000 192,707.30 1.000 192,707 204 CAMERA SYSTEMS LS 20,823.8500 20,823.85 0.000 0 205 REMOVING FLASHING BEACON SYSTEMS LS 6,974.9200 6,974.92 0.000 0 PROGRAM CAS145 PAGE 9 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307C4 TIME 02:58 PM ESTIMATE NO. 029 BID OPENING 02/13/23 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: R,ERIC/HARRINGTON,BRIAN DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,864,722.97 102,779,890.38 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 83,563.95 1,720,988.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,948,286.92 104,500,878.54 206 MOBILIZATION LS 14,830,182.1600 14,830,182.16 1.000 14,830,182 ORIGINAL CONTRACT AMOUNT 148,301,868.03 TOTAL WORK COMPLETED 4,948,286.92 119,331,060.70 MATERIALS ON HAND ON SITE -101,693.44 685,286.16 DEDUCTIONS -10,920.00 -1,341,706.39 TOTAL 4,835,673.48 118,674,640.47 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 03/03/23 850 04/11/23 04/11/23 04/16/25 324 241 0 0 78% 38% PROGRESS IS SATISFACTORY R,ERIC/HARRINGTON,BRIAN RESIDENT ENGINEER