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 04/23/24 EST. NO. 027 TIME 07:32 PM R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW 05-3307A4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 021 0001 3,260.16 E.W. @ F.A.(+) 010524 N 0376.0 0002 299.77 011024 N 0379.0 053 0001 12,758.48 E.W. @ F.A.(+) 081523 N 0252.0 0004 7,226.68 081823 N 0255.0 23,545.09 TOTAL THIS ESTIMATE 969,052.35 TOTAL PREVIOUS ESTIMATE 992,597.44 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 04/23/24 EST. NO. 027 TIME 07:32 PM R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW 05-3307A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE P-FAILED STRUCT CONC -3,348.50 002 PER FAILURE WITHHOLD -258,089.25 009 PERF FAILURE W/H RTN 258,089.25 010 3RD JMF VERF 3/4 HMA -3,000.00 014 4TH JMF VERF 3/4 HMA -3,000.00 015 SR130 RESTAKE -27,671.00 017 PERF FAIL W/H 2,3,4 -425,999.00 018 3/4HMA L1-02C COMPAC -1,755.00 018 3/4HMA L1-04A COMPAC -2,925.00 018 3/4HMA L1-07AC COMPA -4,972.50 018 3/4HMA L1-09B COMPAC -4,137.42 018 3/4HMA L1-12AB COMPA -4,485.92 018 3/4HMA L1-22C COMPAC -2,047.50 018 PERF FAIL W/H 2 & 4 319,499.25 019 PERF FAIL WH 003 106,499.75 020 CL2AB GRAD FAIL 9823 -170.81 021 ANNUAL CEM-4401 2023 -10,000.00 024 3/4HMA L3-01C COMPAC -2,925.00 024 3/4HMA L3-02A COMPAC -4,680.00 024 3/4HMA L3-02B COMPAC -431.00 024 3/4HMA L3-03A COMPAC -4,387.50 024 3/4HMA L3-04A COMPAC -2,340.00 024 3/4HMA L3-05A COMPAC -2,925.00 024 ANNUAL CEM-4401 2023 10,000.00 025 EST 26 SUB VIOLATION -2,639.00 026 3/4HMA L1-34A COMPAC -3,802.50 026 3/4HMA L3-12A COMPAC -655.20 026 SWPPP NON-COMPLIANCE -125,500.97 027 -125,500.97 -207,799.82 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -6,000.00 002 MISS PAYROLLS -10,000.00 004 MISS PAYROLLS -10,000.00 005 RECD PAYROLLS #02 6,000.00 006 MISS PYRLS -10,000.00 007 MISS PAYROLLS -7,000.00 009 MISS PAYROLLS -2,000.00 011 MISS PAYROLLS -2,000.00 012 RECD PAYROLLS #10 2,000.00 012 MISS PAYROLLS -4,000.00 014 PAYROLLS 4,5,7,9, 12 39,000.00 014 MISS PAYROLLS -2,000.00 017 RECD PAYROLLS #14 4,000.00 017 RECD PAYROLLS 17 2,000.00 018 MISS PAYROLLS -10,000.00 023 MISS PAYROLLS -10,000.00 024 MISS PAYROLLS -10,000.00 026 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 04/23/24 EST. NO. 027 TIME 07:32 PM R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW 05-3307A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISS PAYROLLS -4,000.00 027 -4,000.00 -34,000.00 OVERBID ITEMS OVERBID ITEM NO. 210 -3,335.10 002 OVERBID ITEM NO. 210 -889.36 004 OVERBID ITEM NO. 210 -222.34 020 0.00 -4,446.80 TOTAL DEDUCTIONS -129,500.97 -246,246.62 PROGRAM CAS145 PAGE 1 DATE 04/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 07:32 PM ESTIMATE NO. 027 BID OPENING 02/11/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 04/23/24 LOCATION PROGRESS ESTIMATE 05-SLO-46-49.7/54.7 ----------------- GUY F ATKINSON CONSTRUCTION SAN LUIS OBISPO COUNTY NEAR SHANDON FROM LLC 0.2 MILE EAST OF SHANDON SAFETY ROADSIDE 18201 VON KARMAN AVE STE 800 REST AREA TO 0.1 MILE WEST OF DAVIS ROAD IRVINE CA 92612 FED. AID NO. ACNH-P046(62)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 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 133,000.0000 133,000.00 0.750 99,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 12,000.0000 6,168,000.00 356.000 4,272,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 78,000.00 9.000 54,000 005 HOURLY OFF-SITE HR 200.0000 12,000.00 83.920 16,784 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 700,000.0000 700,000.00 0.900 630,000 007 CONSTRUCTION AREA SIGNS LS 26,594.0000 26,594.00 0.700 18,615 008 TRAFFIC CONTROL SYSTEM LS 750,000.0000 750,000.00 0.700 525,000 009 FLASHING ARROW SIGN EA 4,213.0000 4,213.00 1.000 4,213 010 TYPE II BARRICADE EA 485.0000 485.00 2.000 970 011 TYPE III BARRICADE EA 571.0000 79,940.00 1.000 571.00 138.000 78,798 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.2000 3,520.00 980.000 3,136 013 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.3000 129,870.00 67,468.000 87,708 014 CHANNELIZER (SURFACE MOUNTED) EA 591.0000 4,137.00 7.000 4,137 015 PLASTIC TRAFFIC DRUMS EA 501.0000 165,330.00 272.000 136,272 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 69,810.0000 69,810.00 0.700 48,867 017 TEMPORARY RAILING (TYPE K) LF 90.0000 158,400.00 1,200.000 108,000 018 ALTERNATIVE TEMPORARY CRASH CUSHION EA 34,251.0000 68,502.00 1.000 34,251 019 TEMPORARY CRASH CUSHION MODULE EA 666.0000 27,972.00 14.000 9,324 020 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 7,562.0000 75,620.00 14.000 105,868 021 JOB SITE MANAGEMENT LS 700,000.0000 700,000.00 0.700 490,000 022 PREPARE STORM WATER POLLUTION PREVENTION LS 131,000.0000 131,000.00 0.500 65,500 PLAN PROGRAM CAS145 PAGE 2 DATE 04/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 07:32 PM ESTIMATE NO. 027 BID OPENING 02/11/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 04/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RAIN EVENT ACTION PLAN EA 180.0000 6,660.00 4.000 720.00 31.000 5,580 024 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,255.0000 16,315.00 35.000 43,925 025 STORM WATER ANNUAL REPORT EA 1,330.0000 3,990.00 2.000 2,660 026 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 443.0000 3,544.00 1.000 443.00 4.000 1,772 CONTROL) 027 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.9000 657,000.00 4,149.000 3,734.10 119,787.800 107,809 MATRIX) 028 TEMPORARY CHECK DAM LF 10.0000 140,000.00 1,074.000 10,740 029 TEMPORARY DRAINAGE INLET PROTECTION EA 1,837.0000 73,480.00 34.000 62,458 030 TEMPORARY FIBER ROLL LF 6.2500 1,125,000.00 25,814.000 161,337.50 105,237.000 657,731 031 TEMPORARY GRAVEL BAG BERM LF 11.2500 19,687.50 0.000 0 032 TEMPORARY LARGE SEDIMENT BARRIER LF 33.0000 26,400.00 0.000 0 033 TEMPORARY CONSTRUCTION ENTRANCE EA 49,255.0000 492,550.00 8.000 394,040 034 STREET SWEEPING LS 500,000.0000 500,000.00 0.700 350,000 035 TEMPORARY CONCRETE WASHOUT LS 219,487.5000 219,487.50 0.700 153,641 036 TEMPORARY WILDLIFE EXCLUSION FENCE LF 27.0000 202,500.00 8,469.000 228,663 037 TREATED WOOD WASTE LB 0.9000 14,220.00 8,554.000 7,698.60 8,554.000 7,698 038 BIRD AND BAT EXCLUSION DEVICES LS 240,000.0000 240,000.00 0.950 228,000 039 TEMPORARY HIGH-VISIBILITY FENCE LF 20.4500 101,636.50 159.000 3,251 040 CLEARING AND GRUBBING (LS) LS 900,000.0000 900,000.00 0.980 882,000 041 ROADWAY EXCAVATION CY 7.2000 10,800,000.00 1,333,806.700 9,603,408 042 ROADWAY EXCAVATION (TOPSOIL) CY 78.0000 89,700.00 1,150.000 89,700 043 STRUCTURE EXCAVATION (BRIDGE) CY 115.0000 245,985.00 2,139.000 245,985 (F) 044 STRUCTURE BACKFILL (BRIDGE) CY 400.0000 588,800.00 1,472.000 588,800 (F) 045 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 4.1000 1,029,100.00 138,326.000 567,136 B1 046 ROADSIDE CLEARING LS 354,741.0000 354,741.00 0.700 248,318 047 2" WELDED STEEL PIPE CONDUIT LF 47.0000 7,050.00 145.200 6,824 048 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 670.0000 6,700.00 3.000 2,010.00 3.000 2,010 049 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5000 248,000.00 448,135.800 224,067 PROGRAM CAS145 PAGE 3 DATE 04/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 07:32 PM ESTIMATE NO. 027 BID OPENING 02/11/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 04/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HYDROMULCH SQFT 0.0500 128,500.00 1,495,836.000 74,791 051 HYDRAULIC EROSION CONTROL PRODUCT (TYPE SQFT 0.2000 140,800.00 426,643.700 85,328 4) 052 COMPOST SOCK LF 4.0000 17,440.00 3,054.000 12,216 053 STRAW SQFT 0.0200 51,400.00 1,530,836.000 30,616 054 HYDROSEED SQFT 0.0500 315,000.00 2,171,827.800 108,591 055 COMPOST (CY) CY 43.0000 2,257,500.00 15,236.800 655,182 056 INCORPORATE MATERIALS SQFT 0.0100 22,200.00 309,534.000 3,095 057 CLASS 1 AGGREGATE SUBBASE CY 38.0000 4,902,000.00 67,389.510 2,560,801 058 CLASS 2 AGGREGATE BASE (CY) CY 85.0000 1,946,500.00 14,050.970 1,194,332 059 HOT MIX ASPHALT (TYPE A) TON 93.6000 5,765,760.00 22,196.400 2,077,583 060 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.3000 9,198.00 0.000 0 061 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 220.0000 5,500.00 0.000 0 AREA) 062 TACK COAT TON 685.0000 8,220.00 6.950 4,760 063 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.7500 38,850.00 255.000 2,231 064 CONTINUOUSLY REINFORCED CONCRETE CY 350.0000 26,250,000.00 39,751.300 13,912,955 PAVEMENT 065 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 11.0000 17,930.00 1,078.000 11,858 066 STRUCTURE BACKFILL (GEOSYNTHETIC CY 61.0000 435,540.00 75.980 4,634.78 6,737.780 411,004 REINFORCEMENT) 067 STRUCTURE EXCAVATION (GEOSYNTHETIC CY 36.0000 219,960.00 61.400 2,210.40 5,814.400 209,318 REINFORCEMENT) 068 FURNISH STEEL PILING (HP 14 X 89) LF 69.0000 16,836.00 244.000 16,836 069 DRIVE STEEL PILE (HP 14 X 89) EA 1,975.0000 15,800.00 8.000 15,800 070 FURNISH PILING (CLASS 200) (ALTERNATIVE LF 125.0000 700,500.00 5,604.000 700,500 W) 071 DRIVE PILE (CLASS 200) (ALTERNATIVE W) EA 1,974.7000 276,458.00 140.000 276,458 072 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,650.0000 51,150.00 0.000 0 (SIGN FOUNDATION) 073 PRESTRESSING CAST-IN-PLACE CONCRETE LS 500,000.0000 500,000.00 1.000 500,000 074 STRUCTURAL CONCRETE CY 1,950.0000 2,277,600.00 49.200 95,940.00 1,051.200 2,049,840 (F) 075 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,200.0000 339,600.00 283.000 339,600 (F) 076 STRUCTURAL CONCRETE, BRIDGE CY 2,275.0000 3,614,975.00 1,589.000 3,614,975 (F) PROGRAM CAS145 PAGE 4 DATE 04/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 07:32 PM ESTIMATE NO. 027 BID OPENING 02/11/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 04/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 2,175.0000 1,250,625.00 553.850 1,204,623 (F) FIBER) 078 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,350.0000 337,500.00 254.000 342,900 (F) N) 079 STRUCTURAL CONCRETE, BOX CULVERT CY 1,400.0000 4,452,000.00 3,180.000 4,452,000 (F) 080 STRUCTURAL CONCRETE, HEADWALL CY 2,000.0000 260,000.00 6.600 13,200.00 124.900 249,800 (F) 081 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 408,000.00 12.000 36,000.00 113.900 341,700 (F) 082 MINOR CONCRETE (MINOR STRUCTURE) CY 2,122.0000 101,856.00 18.000 38,196 (F) 083 JOINT SEAL (MR 1 1/2") LF 153.0000 29,223.00 83.500 12,775 084 BAR REINFORCING STEEL LB 2.3500 260,803.00 15,790.150 37,106.85 110,980.000 260,803 (F) 085 BAR REINFORCING STEEL (BRIDGE) LB 2.0000 997,108.00 498,554.000 997,108 (F) 086 BAR REINFORCING STEEL (BOX CULVERT) LB 2.0000 1,289,660.00 644,830.000 1,289,660 (F) 087 FURNISH SIGN STRUCTURE (TRUSS) LB 6.2000 77,500.00 12,500.000 77,500 088 INSTALL SIGN STRUCTURE (TRUSS) LB 2.1500 26,875.00 0.000 0 089 REMOVE SIGN STRUCTURE (EA) EA 12,500.0000 12,500.00 0.000 0 090 REMOVABLE BAT HABITAT EA 3,258.0000 32,580.00 10.000 32,580 091 PAINT CHANGEABLE MESSAGE SIGN SYSTEM LS 15,590.0000 15,590.00 0.000 0 092 BRIDGE REMOVAL LS 280,000.0000 280,000.00 0.000 0 093 18" ALTERNATIVE PIPE CULVERT LF 117.0000 22,230.00 187.900 21,984 094 24" ALTERNATIVE PIPE CULVERT LF 134.0000 384,580.00 189.400 25,379.60 2,687.200 360,084 095 30" ALTERNATIVE PIPE CULVERT LF 148.0000 10,508.00 70.500 10,434 096 36" ALTERNATIVE PIPE CULVERT LF 180.0000 12,780.00 71.200 12,816 097 60" ALTERNATIVE PIPE CULVERT LF 330.0000 231,000.00 256.000 84,480 098 CONCRETE BACKFILL (PIPE TRENCH) CY 333.0000 10,656.00 28.840 9,603 099 24" TEMPORARY CULVERT LF 198.0000 33,660.00 162.000 32,076 100 12" TEMPORARY APC CULVERT (SMOOTH) LF 70.0000 28,700.00 404.000 28,280 101 24" ALTERNATIVE PIPE CULVERT (SMOOTH) LF 128.0000 15,360.00 108.000 13,824 102 24" REINFORCED CONCRETE PIPE LF 168.0000 48,720.00 284.300 47,762 103 36" REINFORCED CONCRETE PIPE LF 274.0000 386,340.00 1,402.200 384,202 PROGRAM CAS145 PAGE 5 DATE 04/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 07:32 PM ESTIMATE NO. 027 BID OPENING 02/11/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 04/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 42" REINFORCED CONCRETE PIPE LF 317.0000 266,280.00 80.000 25,360.00 819.700 259,844 105 48" REINFORCED CONCRETE PIPE LF 383.0000 111,070.00 286.900 109,882 106 72" REINFORCED CONCRETE PIPE LF 785.0000 211,950.00 270.000 211,950 107 12" CORRUGATED STEEL PIPE (.064" THICK) LF 128.0000 4,096.00 31.800 4,070 108 12" CORRUGATED STEEL PIPE (.079" THICK) LF 154.0000 5,082.00 30.000 4,620.00 30.000 4,620 109 24" CORRUGATED STEEL PIPE (.138" THICK) LF 203.0000 40,600.00 191.100 38,793 110 49"X33" CORRUGATED METAL PIPE ARCH LF 268.0000 48,240.00 177.500 47,570 (0.109" THICK) 111 57"X38" CORRUGATED METAL PIPE ARCH LF 295.0000 53,100.00 100.000 29,500 (0.109" THICK) 112 168" STRUCTURAL STEEL PLATE PIPE (5 LF 2,960.0000 1,983,200.00 696.000 2,060,160 GUAGE, ROUND) 113 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 56.0000 18,480.00 45.000 2,520 (.079" THICK) 114 12" ENTRANCE TAPER EA 1,340.0000 12,060.00 2.000 2,680 115 12" DOWNDRAIN SLIP JOINT EA 851.0000 7,659.00 1.000 851 116 12" ANCHOR ASSEMBLY EA 745.0000 6,705.00 1.000 745 117 18" CORRUGATED STEEL PIPE ENERGY EA 1,519.0000 1,519.00 1.000 1,519.00 1.000 1,519 DISSIPATOR (.064" THICK) 118 24" CORRUGATED STEEL PIPE ENERGY EA 1,674.0000 3,348.00 2.000 3,348 DISSIPATOR (.064" THICK) 119 12" WELDED STEEL PIPE CASING (BRIDGE) LF 349.0000 28,967.00 83.000 28,967 120 8" WELDED STEEL PIPE (.134" THICK) LF 139.0000 58,380.00 423.000 58,797 121 8" WELDED STEEL PIPE (.188" THICK) LF 145.0000 33,350.00 150.000 21,750 122 16" WELDED STEEL PIPE (.250" THICK) LF 344.0000 495,360.00 1,439.000 495,016 123 18" ALTERNATIVE FLARED END SECTION EA 767.0000 3,068.00 4.000 3,068 124 24" ALTERNATIVE FLARED END SECTION EA 1,022.0000 23,506.00 1.000 1,022.00 21.000 21,462 125 36" ALTERNATIVE FLARED END SECTION EA 1,222.0000 1,222.00 1.000 1,222 126 INLET DEPRESSION EA 2,192.0000 74,528.00 5.000 10,960.00 23.000 50,416 127 ABANDON CULVERT (EA) EA 4,122.0000 32,976.00 0.000 0 128 REMOVE CULVERT (LF) LF 36.0000 118,080.00 1,195.400 43,034 129 REMOVE REINFORCED CONCRETE BOX CULVERT CY 171.0000 18,810.00 0.000 0 (CY) 130 REMOVE HEADWALL EA 2,101.0000 25,212.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 04/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 07:32 PM ESTIMATE NO. 027 BID OPENING 02/11/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 04/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE FLARED END SECTION (EA) EA 301.0000 4,816.00 3.000 903.00 5.000 1,505 132 SAND BACKFILL CY 181.0000 11,765.00 0.000 0 133 CONCRETE (DITCH LINING) CY 478.0000 167,300.00 310.800 148,562 134 CONCRETE (CHANNEL LINING) CY 485.0000 203,700.00 493.300 239,250 135 ROCK SLOPE PROTECTION (2T, CLASS IX, CY 102.0000 2,040,000.00 20,000.000 2,040,000 METHOD A) 136 ROCK SLOPE PROTECTION (3/8 T, CLASS VI, CY 128.0000 28,160.00 217.000 27,776 METHOD B) (CY) 137 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 136.0000 198,560.00 1,458.000 198,288 METHOD B) (CY) 138 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 119.0000 742,560.00 6,092.000 724,948 METHOD B) (CY) 139 ROCK SLOPE PROTECTION (150 LB, CLASS CY 137.0000 1,186,420.00 28.000 3,836.00 8,260.000 1,131,620 III, METHOD B) (CY) 140 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 135.0000 1,200,150.00 14.340 1,935.90 8,823.540 1,191,177 METHOD B) (CY) 141 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 203.0000 9,541.00 47.000 9,541 METHOD B) (CY) 142 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.1000 65,730.00 64.940 136.37 27,530.140 57,813 143 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 2.4000 31,920.00 13,300.000 31,920 144 MINOR CONCRETE (PCC DIKE, TYPE E) LF 32.0000 302,080.00 5,276.000 168,832 145 MINOR CONCRETE (PCC DIKE, TYPE F) LF 52.0000 19,240.00 0.000 0 146 MINOR CONCRETE (HIGH SIDE SUPER DITCH) CY 1,492.0000 123,836.00 54.800 81,761 147 MINOR CONCRETE (MISCELLANEOUS CY 1,105.0000 442,000.00 270.080 298,438 CONSTRUCTION) 148 MISCELLANEOUS IRON AND STEEL LB 2.3000 28,750.00 6,575.000 15,122 (F) 149 BRIDGE DECK DRAINAGE SYSTEM LB 12.4500 76,567.50 6,150.000 76,567 (F) 150 SURVEY MONUMENT (TYPE A) EA 1,550.0000 43,400.00 0.000 0 151 STAIN GALVANIZED SURFACES (LS) LS 24,125.0000 24,125.00 0.000 0 152 ROCK STAIN SQFT 0.9000 111,600.00 0.000 0 153 OXIDIZING STAIN SQFT 0.6500 5,720.00 0.000 0 154 OBLITERATE SURFACING SQYD 10.0000 46,000.00 0.000 0 155 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 12.0000 198,000.00 8,808.000 105,696 156 FENCE (TYPE BW, 6-STRAND, METAL POST, LF 24.0000 180,960.00 0.000 0 MODIFIED) 157 FENCE (TYPE WM, MODIFIED) LF 19.0000 355,300.00 1,517.000 28,823.00 13,298.000 252,662 PROGRAM CAS145 PAGE 7 DATE 04/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 07:32 PM ESTIMATE NO. 027 BID OPENING 02/11/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 04/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 TEMPORARY FENCE (TYPE BW) LF 12.5000 9,375.00 749.000 9,362 159 8' WIRE MESH GATE EA 2,000.0000 36,000.00 4.000 8,000 160 15' WIRE MESH GATE EA 3,200.0000 89,600.00 4.000 12,800 161 TUBULAR STEEL GATE EA 10,800.0000 21,600.00 0.200 2,160 162 REMOVE FENCE LF 5.0000 138,500.00 4,178.000 20,890.00 14,512.000 72,560 163 RECONSTRUCT FENCE LF 35.0000 2,170.00 0.000 0 164 REMOVE PAVEMENT MARKER EA 1.0000 440.00 155.000 155 165 DELINEATOR (CLASS 1) EA 202.0000 38,380.00 0.000 0 166 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 11,235.00 0.000 0 167 MILEPOST MARKER EA 120.0000 1,200.00 0.000 0 168 TREATMENT BEST MANAGEMENT PRACTICE EA 50.0000 3,300.00 0.000 0 MARKER 169 OBJECT MARKER (TYPE P) EA 50.0000 200.00 0.000 0 170 REMOVE SIGN EA 60.0000 6,600.00 8.000 480.00 44.000 2,640 171 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 7,700.00 83.940 923 (0.063"-UNFRAMED) 172 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 6,380.00 34.250 376 (0.080"-UNFRAMED) 173 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,314.00 0.000 0 (0.063"-FRAMED) 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 2,470.00 62.500 1,187 (0.080"-FRAMED) 175 ROADSIDE SIGN - ONE POST EA 303.0000 29,391.00 25.000 7,575 176 ROADSIDE SIGN - TWO POST EA 909.0000 7,272.00 0.000 0 177 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 65.0000 260.00 0.000 0 METHOD) 178 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 48.0000 66,720.00 625.000 30,000 179 VEGETATION CONTROL (MINOR CONCRETE) SQYD 134.0000 258,620.00 836.200 112,050 180 CONCRETE BARRIER (TYPE K) LF 103.0000 24,720.00 120.000 12,360 181 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 71.0000 44,020.00 285.000 20,235 POST) 182 CABLE RAILING LF 64.0000 128,640.00 1,713.900 109,689 183 TRANSITION RAILING (TYPE WB-31) EA 5,681.0000 22,724.00 2.000 11,362 184 RAIL TENSIONING ASSEMBLY EA 913.0000 1,826.00 1.000 913 PROGRAM CAS145 PAGE 8 DATE 04/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 07:32 PM ESTIMATE NO. 027 BID OPENING 02/11/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 04/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,318.0000 1,318.00 0.000 0 186 ALTERNATIVE MEDIAN TERMINAL SYSTEM EA 14,711.0000 29,422.00 1.000 14,711 187 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,362.0000 13,086.00 1.000 4,362 188 ALTERNATIVE CRASH CUSHION SYSTEM EA 52,260.0000 104,520.00 0.000 0 189 CONCRETE BARRIER (TYPE 60M) LF 177.0000 447,810.00 1,265.000 223,905 190 CALIFORNIA ST-75 BRIDGE RAIL LF 1,072.0000 1,097,728.00 774.800 830,585 (F) 191 REMOVE GUARDRAIL LF 14.0000 6,580.00 475.000 6,650 192 REMOVE CONCRETE BARRIER (TYPE K) LF 7.0000 62,300.00 1,360.000 9,520.00 8,900.000 62,300 193 SALVAGE CRASH CUSHION EA 5,707.0000 5,707.00 0.000 0 194 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.0000 20,400.00 0.000 0 WET NIGHT VISIBILITY) 195 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 210.00 300.000 105 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 196 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 75,400.00 22,900.000 14,885 (ENHANCED WET NIGHT VISIBILITY) 197 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 21,120.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 198 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.4000 4,704.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 199 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 2,200.00 0.000 0 200 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 6,600.00 7,972.000 4,384 201 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 420.00 252.000 504 202 12" RUMBLE STRIP (ASPHALT CONCRETE STA 128.0000 25,600.00 82.000 10,496 PAVEMENT) 203 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 92.0000 76,360.00 211.600 19,467 204 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 1.4000 69,580.00 0.000 0 (WARRANTY) (BROKEN 36-12) 205 TRAFFIC MONITORING STATION SYSTEM LS 158,623.0000 158,623.00 0.150 23,793 206 CHANGEABLE MESSAGE SIGN SYSTEM LS 277,654.0000 277,654.00 0.000 0 207 BLANK-OUT SIGN SYSTEMS LS 498,256.0000 498,256.00 0.310 154,459 208 REMOVING CHANGEABLE MESSAGE SIGN SYSTEMS LS 30,698.0000 30,698.00 0.000 0 209 BIAXIAL GEOGRID SQYD 4.2000 76,020.00 241.140 1,012.79 18,868.540 79,247 PROGRAM CAS145 PAGE 9 DATE 04/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 07:32 PM ESTIMATE NO. 027 BID OPENING 02/11/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 04/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 502,003.89 72,855,760.58 ADJUSTMENT OF COMPENSATION 0.00 90,811.14 EXTRA WORK 23,545.09 901,786.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 525,548.98 73,848,358.02 210 MOBILIZATION LS 11,622,000.0000 11,622,000.00 1.000 11,622,000 ORIGINAL CONTRACT AMOUNT 116,175,532.00 TOTAL WORK COMPLETED 525,548.98 85,470,358.02 MATERIALS ON HAND ON SITE -9,715.34 674,395.15 DEDUCTIONS -129,500.97 -246,246.62 TOTAL 386,332.67 85,898,506.55 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 210 MOBILIZATION 11,617,553.20 11,622,000.00 4,446.80 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 02/16/22 514 03/17/22 03/17/22 08/12/24 354 166 0 0 72% 69% PROGRESS IS SATISFACTORY RIDDIOUGH,ERIC/BORRELLI,ANDREW RESIDENT ENGINEER