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 01/21/25 EST. NO. 036 TIME 03:16 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 --------------------------------------------------------------------------- 037 0002 4,850.19 E.W. @ F.A.(+) 111622 N 23534 060 0002 6,686.87 E.W. @ F.A.(+) 011724 N 32738 081 0001 70,424.04 E.W. @ F.A.(+) 062424 N 0623.0 0005 44,966.58 062824 N 0627.0 0018 4,756.94 072224 N 0641.0 090 0001 11,623.68 E.W. @ F.A.(+) 100924 N 34501 0002 5,027.17 101024 N 34502 148,335.47 TOTAL THIS ESTIMATE 1,417,097.37 TOTAL PREVIOUS ESTIMATE 1,565,432.84 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 01/21/25 EST. NO. 036 TIME 03:16 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 SWPP NON COMPLIANCE 125,500.97 028 SWPP NON COMPLIANCE -63,497.10 028 C1ASB GRAD 240531.1 -1,000.00 029 C1ASB GRAD 240531.8 -1,000.00 029 EST27-29SUBVIOLATION -47,545.67 029 C1ASB GRAD 16,402CY -32,804.00 031 EST30-31SUBVIOLATION -84,608.43 031 3/4HMA L1-08BC&23A -4,491.98 031 3/4HMA L1-38BC&39A -6,807.06 031 3/4HMA L1-40A&42C -4,526.79 031 3/4HMA L3-09B&10C -445.70 031 EST32 SUB VIOLATION -62,553.78 032 3/4HMA L1-50A COMPAC -1,462.50 032 3/4HMA L1-51B COMPAC -676.17 032 EST33 SUB VIOLATION -6,670.88 033 SWPP NONCOMPLIANCE 63,497.10 033 3/4 HMA L1-47A&47B -3,802.50 033 3/4 HMA L1-47C&48A -2,924.63 033 3/4 HMA L1-52C&53A -2,047.50 033 3/4 HMA L1-54A&54B -4,850.82 033 EST34 SUB VIOLATION -3,147.73 034 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 01/21/25 EST. NO. 036 TIME 03:16 PM R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW 05-3307A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 3/4 HMA L1-50A CMPC 1,462.50 034 3/4 HMA L1-51B CMPC 676.17 034 ANNUAL CEM-4401 2024 -10,000.00 036 EST36 SUB-VIOLATION -1,451.34 036 IQA NON COMPLIANCE -271,913.78 036 -283,365.12 -634,891.44 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 MISS PAYROLLS -4,000.00 027 REC'D PAYROLLS #23 10,000.00 029 MISSIN PAYROLLS -4,000.00 031 RECD PAYROLL #24&26 20,000.00 031 MISSING PAYROLLS -10,000.00 033 REC'D PAYROLLS #27 4,000.00 034 MISSING PAYROLLS -10,000.00 035 MISSING PAYROLLS -8,000.00 036 REC'D PAYROLLS #31 4,000.00 036 -4,000.00 -28,000.00 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 -287,365.12 -667,338.24 PROGRAM CAS145 PAGE 1 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 03:16 PM ESTIMATE NO. 036 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 01/20/25 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 01/21/25 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 18.000 216,000.00 509.000 6,108,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 78,000.00 12.000 72,000 005 HOURLY OFF-SITE HR 200.0000 12,000.00 95.170 19,034 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 0.030 797.82 0.990 26,328 008 TRAFFIC CONTROL SYSTEM LS 750,000.0000 750,000.00 0.030 22,500.00 0.990 742,500 009 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 79,940.00 152.000 86,792 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.2000 3,520.00 1,160.000 3,712 013 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.3000 129,870.00 72,098.000 93,727 014 CHANNELIZER (SURFACE MOUNTED) EA 591.0000 4,137.00 7.000 4,137 015 PLASTIC TRAFFIC DRUMS EA 501.0000 165,330.00 301.000 150,801 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 69,810.0000 69,810.00 0.030 2,094.30 0.990 69,111 017 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 1.000 7,562.00 18.000 136,116 021 JOB SITE MANAGEMENT LS 700,000.0000 700,000.00 0.030 21,000.00 0.990 693,000 022 PREPARE STORM WATER POLLUTION PREVENTION LS 131,000.0000 131,000.00 0.500 65,500 PLAN PROGRAM CAS145 PAGE 2 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 03:16 PM ESTIMATE NO. 036 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 01/20/25 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RAIN EVENT ACTION PLAN EA 180.0000 6,660.00 1.000 180.00 36.000 6,480 024 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 3.000 3,990 026 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 443.0000 3,544.00 5.000 2,215 CONTROL) 027 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.9000 657,000.00 329,046.420 296,141 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 38.000 69,806 030 TEMPORARY FIBER ROLL LF 6.2500 1,125,000.00 225.000 1,406.25 122,308.000 764,425 031 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 0.030 15,000.00 0.990 495,000 035 TEMPORARY CONCRETE WASHOUT LS 219,487.5000 219,487.50 0.030 6,584.63 0.990 217,292 036 TEMPORARY WILDLIFE EXCLUSION FENCE LF 27.0000 202,500.00 8,844.000 238,788 037 TREATED WOOD WASTE LB 0.9000 14,220.00 8,554.000 7,698 038 BIRD AND BAT EXCLUSION DEVICES LS 240,000.0000 240,000.00 1.000 240,000 039 TEMPORARY HIGH-VISIBILITY FENCE LF 20.4500 101,636.50 1,539.000 31,472 040 CLEARING AND GRUBBING (LS) LS 900,000.0000 900,000.00 1.000 900,000 041 ROADWAY EXCAVATION CY 7.2000 10,800,000.00 2,689.000 19,360.80 1,487,926.660 10,713,071 042 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 1,029,100.00 252,824.880 1,036,582 B1 046 ROADSIDE CLEARING LS 354,741.0000 354,741.00 0.030 10,642.23 0.990 351,193 047 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 2,010 049 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5000 248,000.00 448,135.800 224,067 PROGRAM CAS145 PAGE 3 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 03:16 PM ESTIMATE NO. 036 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 01/20/25 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 71,438.000 3,571.90 1,661,459.000 83,072 051 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 71,438.000 1,428.76 1,696,459.000 33,929 054 HYDROSEED SQFT 0.0500 315,000.00 983,584.400 49,179.22 3,594,708.200 179,735 055 COMPOST (CY) CY 43.0000 2,257,500.00 2,602.350 111,901.05 37,997.160 1,633,877 056 INCORPORATE MATERIALS SQFT 0.0100 22,200.00 5,986.000 59.86 576,593.000 5,765 057 CLASS 1 AGGREGATE SUBBASE CY 38.0000 4,902,000.00 132,785.220 5,045,838 058 CLASS 2 AGGREGATE BASE (CY) CY 85.0000 1,946,500.00 256.900 21,836.50 19,413.090 1,650,112 059 HOT MIX ASPHALT (TYPE A) TON 93.6000 5,765,760.00 -251.730 -23,561.93 48,865.490 4,573,809 060 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.3000 9,198.00 1,518.000 11,081.40 1,518.000 11,081 061 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 220.0000 5,500.00 24.200 5,324.00 24.200 5,324 AREA) 062 TACK COAT TON 685.0000 8,220.00 10.630 7,281 063 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.7500 38,850.00 3,217.500 28,153 064 CONTINUOUSLY REINFORCED CONCRETE CY 350.0000 26,250,000.00 75,000.000 26,250,000 PAVEMENT 065 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 11.0000 17,930.00 1,587.000 17,457 066 STRUCTURE BACKFILL (GEOSYNTHETIC CY 61.0000 435,540.00 6,907.280 421,344 REINFORCEMENT) 067 STRUCTURE EXCAVATION (GEOSYNTHETIC CY 36.0000 219,960.00 5,981.310 215,327 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 31.000 51,150 (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 1,168.000 2,277,600 (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 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 03:16 PM ESTIMATE NO. 036 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 01/20/25 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 21.150 46,001.25 575.000 1,250,625 (F) FIBER) 078 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,350.0000 337,500.00 -4.000 -5,400.00 250.000 337,500 (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 260,000.00 129.700 259,400 (F) 081 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 408,000.00 136.000 408,000 (F) 082 MINOR CONCRETE (MINOR STRUCTURE) CY 2,122.0000 101,856.00 47.600 101,007 (F) 083 JOINT SEAL (MR 1 1/2") LF 153.0000 29,223.00 191.000 29,223 084 BAR REINFORCING STEEL LB 2.3500 260,803.00 110,980.000 260,803 (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 12,500.000 26,875 089 REMOVE SIGN STRUCTURE (EA) EA 12,500.0000 12,500.00 1.000 12,500 090 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 1.000 280,000 093 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 2,861.200 383,400 095 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 231,000.00 693.000 228,690 098 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 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 03:16 PM ESTIMATE NO. 036 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 01/20/25 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 266,280.00 819.700 259,844 105 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 4,620 109 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 53,100.00 176.000 51,920 (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 18,480.00 354.500 19,852 (.079" THICK) 114 12" ENTRANCE TAPER EA 1,340.0000 12,060.00 1.000 1,340.00 10.000 13,400 115 12" DOWNDRAIN SLIP JOINT EA 851.0000 7,659.00 9.000 7,659 116 12" ANCHOR ASSEMBLY EA 745.0000 6,705.00 9.000 6,705 117 18" CORRUGATED STEEL PIPE ENERGY EA 1,519.0000 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 23.000 23,506 125 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 30.000 65,760 127 ABANDON CULVERT (EA) EA 4,122.0000 32,976.00 8.000 32,976 128 REMOVE CULVERT (LF) LF 36.0000 118,080.00 3,129.400 112,658 129 REMOVE REINFORCED CONCRETE BOX CULVERT CY 171.0000 18,810.00 108.000 18,468 (CY) 130 REMOVE HEADWALL EA 2,101.0000 25,212.00 12.000 25,212 PROGRAM CAS145 PAGE 6 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 03:16 PM ESTIMATE NO. 036 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 01/20/25 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.000 4,816 132 SAND BACKFILL CY 181.0000 11,765.00 64.400 11,656 133 CONCRETE (DITCH LINING) CY 478.0000 167,300.00 340.800 162,902 134 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 8,660.000 1,186,420 III, METHOD B) (CY) 140 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 135.0000 1,200,150.00 5.300 715.50 8,888.740 1,199,979 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 17.500 36.75 30,556.340 64,168 143 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 9,440.000 302,080 145 MINOR CONCRETE (PCC DIKE, TYPE F) LF 52.0000 19,240.00 365.000 18,980 146 MINOR CONCRETE (HIGH SIDE SUPER DITCH) CY 1,492.0000 123,836.00 81.680 121,866 147 MINOR CONCRETE (MISCELLANEOUS CY 1,105.0000 442,000.00 25.100 27,735.50 376.780 416,341 CONSTRUCTION) 148 MISCELLANEOUS IRON AND STEEL LB 2.3000 28,750.00 12,500.000 28,750 (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 10,639.000 9,575.10 17,875.000 16,087 153 OXIDIZING STAIN SQFT 0.6500 5,720.00 2,196.200 1,427 154 OBLITERATE SURFACING SQYD 10.0000 46,000.00 966.600 9,666.00 4,600.000 46,000 155 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 12.0000 198,000.00 3,341.000 40,092.00 15,580.000 186,960 156 FENCE (TYPE BW, 6-STRAND, METAL POST, LF 24.0000 180,960.00 4,088.000 98,112 MODIFIED) 157 FENCE (TYPE WM, MODIFIED) LF 19.0000 355,300.00 17,270.000 328,130 PROGRAM CAS145 PAGE 7 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 03:16 PM ESTIMATE NO. 036 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 01/20/25 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 32,000 161 TUBULAR STEEL GATE EA 10,800.0000 21,600.00 0.000 0 162 REMOVE FENCE LF 5.0000 138,500.00 3,196.300 15,981.50 22,059.300 110,296 163 RECONSTRUCT FENCE LF 35.0000 2,170.00 0.000 0 164 REMOVE PAVEMENT MARKER EA 1.0000 440.00 221.000 221 165 DELINEATOR (CLASS 1) EA 202.0000 38,380.00 0.000 0 166 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 11,235.00 1,564.000 5,474.00 1,564.000 5,474 167 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 44.000 2,640 171 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 7,700.00 345.840 3,804.24 521.980 5,741 (0.063"-UNFRAMED) 172 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 6,380.00 281.750 3,099.25 376.750 4,144 (0.080"-UNFRAMED) 173 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,314.00 16.500 297 (0.063"-FRAMED) 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 2,470.00 17.500 332.50 80.000 1,520 (0.080"-FRAMED) 175 ROADSIDE SIGN - ONE POST EA 303.0000 29,391.00 53.000 16,059.00 97.000 29,391 176 ROADSIDE SIGN - TWO POST EA 909.0000 7,272.00 1.000 909.00 2.000 1,818 177 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 1,137.000 54,576 179 VEGETATION CONTROL (MINOR CONCRETE) SQYD 134.0000 258,620.00 158.700 21,265.80 1,117.600 149,758 180 CONCRETE BARRIER (TYPE K) LF 103.0000 24,720.00 120.000 12,360 181 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 71.0000 44,020.00 657.000 46,647 POST) 182 CABLE RAILING LF 64.0000 128,640.00 1,860.700 119,084 183 TRANSITION RAILING (TYPE WB-31) EA 5,681.0000 22,724.00 4.000 22,724 184 RAIL TENSIONING ASSEMBLY EA 913.0000 1,826.00 1.000 913.00 1.000 913 PROGRAM CAS145 PAGE 8 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 03:16 PM ESTIMATE NO. 036 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 01/20/25 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,318.00 1.000 1,318 186 ALTERNATIVE MEDIAN TERMINAL SYSTEM EA 14,711.0000 29,422.00 2.000 29,422 187 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,362.0000 13,086.00 1.000 4,362.00 3.000 13,086 188 ALTERNATIVE CRASH CUSHION SYSTEM EA 52,260.0000 104,520.00 1.000 52,260.00 2.000 104,520 189 CONCRETE BARRIER (TYPE 60M) LF 177.0000 447,810.00 1,256.000 222,312.00 2,521.000 446,217 190 CALIFORNIA ST-75 BRIDGE RAIL LF 1,072.0000 1,097,728.00 1,024.000 1,097,728 (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 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 2,470.000 12,350.00 2,470.000 12,350 WET NIGHT VISIBILITY) 195 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 210.00 300.000 105.00 600.000 210 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 196 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 75,400.00 74,379.000 48,346.35 97,279.000 63,231 (ENHANCED WET NIGHT VISIBILITY) 197 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 21,120.00 7,485.000 8,982.00 7,485.000 8,982 (ENHANCED WET NIGHT VISIBILITY) 198 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.4000 4,704.00 918.000 2,203.20 918.000 2,203 (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 76,360.00 603.440 55,516 204 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 1.4000 69,580.00 24,191.000 33,867.40 24,191.000 33,867 (WARRANTY) (BROKEN 36-12) 205 TRAFFIC MONITORING STATION SYSTEM LS 158,623.0000 158,623.00 0.460 72,966 206 CHANGEABLE MESSAGE SIGN SYSTEM LS 277,654.0000 277,654.00 0.400 111,061 207 BLANK-OUT SIGN SYSTEMS LS 498,256.0000 498,256.00 0.800 398,604 208 REMOVING CHANGEABLE MESSAGE SIGN SYSTEMS LS 30,698.0000 30,698.00 0.500 15,349 209 BIAXIAL GEOGRID SQYD 4.2000 76,020.00 19,436.940 81,635 PROGRAM CAS145 PAGE 9 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-3307A4 TIME 03:16 PM ESTIMATE NO. 036 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 01/20/25 R.E. NAME: RIDDIOUGH,ERIC/BORRELLI,ANDREW DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,087,655.13 99,704,182.86 ADJUSTMENT OF COMPENSATION 0.00 76,689.50 EXTRA WORK 148,335.47 1,488,743.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,235,990.60 101,269,615.70 210 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 1,235,990.60 112,891,615.70 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -287,365.12 -667,338.24 TOTAL 948,625.48 112,224,277.46 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 01/28/25 507 199 0 0 93% 99% PROGRESS IS SATISFACTORY PROGRESS IS SATIFACTORY RIDDIOUGH,ERIC/BORRELLI,ANDREW RESIDENT ENGINEER