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 07/21/23 EST. NO. 014 TIME 10:54 AM R.E. NAME: LA SERNA, FABIO 04-264724 --------------------------------------------------------------------------- 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 0050 3,129.65 E.W. @ F.A.(+) 041923 N 0367.0 0051 247.38 053123 N 0406.0 0052 1,719.59 053123 N 0412.0 005 0009 -1,925.88 A.C. @ U.P.(-) 072023 N EST 14 006 0021 4,265.60 E.W. @ F.A.(+) 051623 N 0396.0 0024 3,059.21 051223 N 389 0 009 0035 236.10 E.W. @ F.A.(+) 031623 N 0319.1 0036 236.10 031723 N 0320.1 0038 236.10 032123 N 0322.1 0039 236.10 032223 N 0323.1 0040 236.10 032323 N 0324.1 0041 236.10 032423 N 0325.1 0042 236.10 032723 N 0326.1 0043 236.10 032823 N 0327.1 0044 236.10 032923 N 0328.1 0045 236.10 033023 N 0329.1 0046 236.10 033123 N 0330.1 0048 254.98 040423 N 0332.1 0049 254.98 040523 N 0333.1 0050 254.98 040623 N 0334.1 0051 254.98 040723 N 0335.1 0052 254.98 041023 N 0336.1 0053 254.98 041123 N 0337.1 0054 254.98 041223 N 0338.1 0055 254.98 041323 N 0339.1 0056 254.98 041423 N 0340.1 0057 254.98 041723 N 0341.1 0058 254.98 041823 N 0343.1 0059 254.98 041923 N 0344.1 0060 254.98 042023 N 0345.1 0061 254.98 042123 N 0346.1 015 0018 6,007.97 E.W. @ F.A.(+) 042423 N 0356.0 0019 6,151.81 042123 N 0354.0 0020 5,132.22 042523 N 0359.0 0022 5,578.34 042023 N 0353.0 0023 2,258.86 051223 N 0384.0 0025 736.89 051123 N 0391.0 0026 5,223.63 051523 N 0392.0 0027 1,099.35 051523 N 0393.0 0028 360.58 030323 N 0225.1 0029 834.98 030723 N 0231.0 0030 1,914.49 040623 N 0271.0 0031 2,251.05 030223 N 0315.0 018 0023 24,279.78 E.W. @ F.A.(+) 040623 N 0277.0 0024 22,280.48 041123 N 0288.0 0026 20,520.24 041223 N 0295.0 027 0016 2,904.00 E.W. @ F.A.(+) 011723 N 0115.2 030 0047 1,688.08 E.W. @ F.A.(+) 112122 N 0063.1 050 0031 229.13 E.W. @ F.A.(+) 040323 N 0259.0 0032 412.01 040323 N 0261.0 0033 210.38 040523 N 0266.0 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 07/21/23 EST. NO. 014 TIME 10:54 AM R.E. NAME: LA SERNA, FABIO 04-264724 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0034 227.64 040523 N 0269.0 0036 267.23 040623 N 0272.0 0038 152.05 040623 N 0275.0 0039 210.21 040623 N 0276.0 0040 167.70 041023 N 0282.0 0041 229.13 041023 N 0283.0 0044 77.23 041123 N 0287.0 0045 203.06 041123 N 0289.0 0048 216.52 041223 N 0294.0 0049 203.06 041223 N 0296.0 0051 66.51 041323 N 0299.0 0052 304.75 041323 N 0300.0 0055 152.05 041323 N 0308.0 0056 128.21 032223 N 0310.0 0057 103.55 032323 N 0311.0 0058 174.27 042423 N 0355.0 0061 121.13 042523 N 0360.0 0068 585.83 050123 N 0377.0 0069 1,768.92 050423 N 0378.0 0070 4,659.27 050623 N 0379.0 0071 2,238.83 050923 N 0380.0 0072 774.63 051023 N 0382.0 0073 3,255.12 051223 N 0390.0 0074 214.51 051523 N 0394.0 0075 767.66 051623 N 0395.0 0076 382.88 040323 N 0262.0 0077 152.05 040423 N 0264.0 0078 548.82 051123 N 0383.0 0079 157.18 020223 N 0139.1 0080 623.38 020223 N 0140.1 0082 145.08 020723 N 0145.1 0083 450.53 020823 N 0148.1 0084 283.01 020823 N 0149.1 0085 155.87 020923 N 0150.1 0086 571.82 020923 N 0152.1 0087 234.39 021023 N 0153.1 0088 294.84 021323 N 0157.1 0089 173.75 021423 N 0158.1 0090 290.65 021523 N 0164.1 0091 371.11 021623 N 0168.1 0092 466.75 021823 N 0178.1 0093 1,934.79 022123 N 0182.1 0094 161.08 022123 N 0183.1 0095 1,718.73 022223 N 0187.1 0096 38.71 022223 N 0190.1 0097 51.48 022223 N 0191.1 0098 758.33 022223 N 0192.1 0099 39.96 022223 N 0194.1 0103 79.96 013023 N 0126.1 0104 174.69 012723 N 0127.1 0105 400.37 012723 N 0128.1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 07/21/23 EST. NO. 014 TIME 10:54 AM R.E. NAME: LA SERNA, FABIO 04-264724 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0106 1,634.39 012823 N 0130.1 0107 500.94 013123 N 0132.1 0108 524.72 020123 N 0135.1 090 0013 4,297.39 E.W. @ F.A.(+) 050323 N 0370.0 161,623.36 TOTAL THIS ESTIMATE 1,679,869.63 TOTAL PREVIOUS ESTIMATE 1,841,492.99 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 07/21/23 EST. NO. 014 TIME 10:54 AM R.E. NAME: LA SERNA, FABIO 04-264724 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE CLOSURE -2,000.00 001 SURVEY QUESTIONAIRE -1,000.00 002 OUT OF STATE-UTS -5,000.00 006 OUT OF STATE-AMERON -2,000.00 006 SURVEY QUESTIONAIRE -1,000.00 006 0.00 -11,000.00 TOTAL DEDUCTIONS 0.00 -11,000.00 PROGRAM CAS145 PAGE 1 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:54 AM ESTIMATE NO. 014 BID OPENING 02/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/21/23 LOCATION PROGRESS ESTIMATE 04-MRN-101-R20.8/27.1 ----------------- GHILOTTI CONSTRUCTION CO. IN MARIN COUNTY IN AND NEAR NOVATO 2301 KERNER BLVD #E FROM 0.1 MILE SOUTH OF FRANKLIN SANTA RAFAEL, CA 94901 AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE FED. AID NO. CML-6204(132)N ROADWAY AND BRIDGE WIDENING FOR HOV ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,475.0000 2,475.00 1.000 2,475 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.500 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 750,000.00 24.000 24,000.00 193.000 193,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 102,000.00 4.000 24,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 16,000.00 7.000 1,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 384,080.0000 384,080.00 0.032 12,290.56 0.229 87,954 007 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.032 320.00 0.257 2,570 008 CONSTRUCTION AREA SIGNS LS 39,500.0000 39,500.00 0.464 18,328 009 TRAFFIC CONTROL SYSTEM LS 688,000.0000 688,000.00 0.032 22,016.00 0.256 176,128 010 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 180.0000 9,000.00 5.000 900 011 TYPE III BARRICADE EA 125.0000 1,750.00 4.000 500 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 3,780.00 168.000 1,008 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 104,000.00 15,782.000 3,945.50 265,435.000 66,358 014 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 32,900.00 9.000 315 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 45.0000 67,500.00 0.000 0 SYSTEM DAY 016 TEMPORARY PAVEMENT MARKER EA 4.5000 28,665.00 3,573.000 16,078 017 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 22,000.0000 286,000.00 9.000 198,000 018 TEMPORARY RAILING (TYPE K) LF 12.0000 1,728,000.00 110,620.000 1,327,440 019 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,500.0000 143,000.00 18.000 99,000 020 TEMPORARY CRASH CUSHION MODULE EA 160.0000 15,680.00 0.000 0 021 TEMPORARY RADAR SPEED FEEDBACK EA 25,000.0000 175,000.00 7.000 175,000 SIGN SYSTEM 022 JOB SITE MANAGEMENT LS 71,800.0000 71,800.00 0.032 2,297.60 0.256 18,380 PROGRAM CAS145 PAGE 2 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:54 AM ESTIMATE NO. 014 BID OPENING 02/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPARE STORM WATER POLLUTION PREVENTION LS 1,850.0000 1,850.00 0.750 1,387 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 65,000.00 17.000 8,500 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 39,500.00 5.000 2,500 026 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0 027 MOVE-IN/MOVE-OUT EA 950.0000 19,950.00 3.000 2,850 (TEMPORARY EROSION CONTROL) 028 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 85,500.00 67,555.334 67,555 (BONDED FIBER MATRIX) 029 TEMPORARY COVER SQYD 5.5000 212,850.00 75,331.219 414,321 030 TEMPORARY CHECK DAM LF 10.0000 13,300.00 34.000 340 031 TEMPORARY DRAINAGE INLET PROTECTION EA 130.0000 44,200.00 13.000 1,690.00 57.000 7,410 032 TEMPORARY FIBER ROLL LF 3.5000 211,050.00 7,655.000 26,792 033 TEMPORARY REINFORCED SILT FENCE LF 7.0000 121,100.00 3,307.000 23,149 034 TEMPORARY SILT FENCE LF 2.2500 142,875.00 0.000 0 035 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 99,000.00 0.000 0 036 STREET SWEEPING LS 48,800.0000 48,800.00 0.032 1,561.60 0.256 12,492 037 TEMPORARY ACTIVE TREATMENT SYSTEM LS 40,000.0000 40,000.00 0.000 0 038 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.032 320.00 0.257 2,570 039 WATER QUALITY MONITORING REPORT EA 500.0000 3,000.00 0.000 0 040 TEMPORARY CREEK DIVERSION SYSTEMS LS 88,000.0000 88,000.00 0.216 19,008 041 ASBESTOS COMPLIANCE PLAN LS 1,200.0000 1,200.00 0.000 0 042 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 42,150.00 2,656.000 3,984 STRIPE (HAZARDOUS WASTE) 043 ELECTRICAL EQUIPMENT CONTAINING EA 50.0000 6,500.00 0.000 0 HAZARDOUS MATERIAL DISPOSAL 044 ADL BURIAL LOCATION REPORT LS 7,500.0000 7,500.00 0.000 0 045 TREATED WOOD WASTE LB 0.2100 91,770.00 54,822.000 11,512 046 NOISE MONITORING LS 2,000.0000 2,000.00 0.000 0 047 REMOVE CONCRETE (CY) CY 200.0000 34,000.00 7.200 1,440.00 40.640 8,128 048 REMOVE CONCRETE (DITCH) LF 35.0000 11,200.00 0.000 0 049 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 28,000.00 3,726.000 14,904 PROGRAM CAS145 PAGE 3 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:54 AM ESTIMATE NO. 014 BID OPENING 02/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLEARING AND GRUBBING (LS) LS 70,050.0000 70,050.00 0.300 21,015 051 ROADWAY EXCAVATION CY 5.0000 855,000.00 7,911.190 39,555.95 27,398.398 136,991 052 ROADWAY EXCAVATION (AMA) CY 55.0000 270,050.00 981.480 53,981.40 7,118.980 391,543 053 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 35.0000 30,100.00 0.000 0 054 ROADWAY EXCAVATION (TYPE COM) CY 5.0000 3,300.00 640.871 3,204 (AERIALLY DEPOSITED LEAD) 055 ROADWAY EXCAVATION (TYPE R-1) CY 5.0000 130,000.00 13,556.478 67,782 (AERIALLY DEPOSITED LEAD) 056 STRUCTURE EXCAVATION (BRIDGE) CY 200.0000 67,400.00 118.000 23,600 (F) 057 STRUCTURE EXCAVATION (RETAINING WALL) CY 45.0000 562,815.00 0.000 0 (F) 058 STRUCTURE EXCAVATION (CRASH WALL) CY 220.0000 64,460.00 0.000 0 (F) 059 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 65.0000 103,220.00 0.000 0 (F) 060 STRUCTURE BACKFILL (BRIDGE) CY 400.0000 87,600.00 87.000 34,800 (F) 061 STRUCTURE BACKFILL (CRASH WALL) CY 225.0000 65,925.00 0.000 0 (F) 062 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 742,560.00 0.000 0 (F) 063 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 200.0000 31,800.00 0.000 0 (F) 064 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.0000 442,000.00 12,166.660 24,333.32 74,172.171 148,344 CLASS B2 065 CONTROL AND NEUTRAL CONDUCTORS LS 10,000.0000 10,000.00 0.000 0 066 3" PLASTIC PIPE (SCHEDULE 40) LF 30.0000 12,510.00 0.000 0 (F) (SUPPLY LINE) 067 8" CORRUGATED HIGH DENSITY LF 100.0000 22,000.00 30.000 3,000 POLYETHYLENE PIPE CONDUIT 068 8" WELDED STEEL PIPE CONDUIT LF 300.0000 48,000.00 40.000 12,000 069 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 10,800.00 0.000 0 070 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5800 37,584.00 0.000 0 071 HYDROMULCH SQFT 0.0400 40,400.00 0.000 0 072 FIBER ROLLS LF 3.5500 304,945.00 0.000 0 073 STRAW SQFT 0.0700 52,430.00 0.000 0 074 HYDROSEED SQFT 0.1000 101,000.00 0.000 0 075 COMPOST (CY) CY 45.0000 56,250.00 0.000 0 076 PERMANENT EROSION CONTROL ESTABLISHMENT LS 50,000.0000 50,000.00 0.000 0 WORK PROGRAM CAS145 PAGE 4 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:54 AM ESTIMATE NO. 014 BID OPENING 02/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE SUBBASE CY 40.0000 1,432,000.00 1,918.000 76,720.00 16,306.048 652,241 078 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 2,644,000.00 3,643.000 145,720.00 28,319.286 1,132,771 079 CRACK TREATMENT LNMI 6,500.0000 52,000.00 0.000 0 080 MICRO-SURFACING TON 637.0000 171,990.00 0.000 0 081 FULL WIDTH SEGMENT CORRECTION EA 6,000.0000 24,000.00 0.000 0 082 PARTIAL WIDTH SEGMENT CORRECTION EA 8,000.0000 8,000.00 0.000 0 083 REPLACE ASPHALT CONCRETE SURFACING CY 275.0000 222,750.00 0.000 0 084 HOT MIX ASPHALT (TYPE A) TON 100.0000 14,300,000.00 160.840 16,084.00 43,413.630 4,341,363 085 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 4,840,000.00 0.000 0 086 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 110.0000 2,420,000.00 0.000 0 (OPEN GRADED FRICTION COURSE) 087 DATA CORE LS 15,600.0000 15,600.00 0.000 0 088 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 1,380.00 0.000 0 089 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 9,720.00 0.000 0 090 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 11,730.00 0.000 0 091 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 1,170.00 0.000 0 092 PLACE HOT MIX ASPHALT SQYD 11.0000 134,200.00 4,503.000 49,533 (MISCELLANEOUS AREA) 093 TACK COAT TON 1,600.0000 464,000.00 0.570 912.00 37.345 59,752 094 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 5,820.00 0.000 0 095 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 356,000.00 3,659.000 29,272 096 REMOVE BASE AND SURFACING CY 80.0000 5,520.00 0.000 0 097 REMOVE CONCRETE PAVEMENT (CY) CY 22.0000 924,000.00 5,383.720 118,441.84 5,383.720 118,441 098 SOIL NAIL LF 23.3500 282,091.35 0.000 0 099 TEMPORARY REINFORCED EMBANKMENT LS 928,000.0000 928,000.00 0.950 881,600 100 108" PERMANENT STEEL CASING LF 1,836.0000 88,128.00 0.000 0 101 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 390.0000 154,440.00 0.000 0 102 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 3,150.0000 296,100.00 0.000 0 103 108" CAST-IN-DRILLED-HOLE CONCRETE LF 4,100.0000 196,800.00 0.000 0 PILING PROGRAM CAS145 PAGE 5 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:54 AM ESTIMATE NO. 014 BID OPENING 02/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH PILING LF 50.0000 33,000.00 670.000 33,500 (CLASS 200)(ALTERNATIVE X) 105 DRIVE PILE EA 10,000.0000 120,000.00 12.000 120,000 (CLASS 200)(ALTERNATIVE X) 106 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,895.0000 144,020.00 0.000 0 PILE (SIGN FOUNDATION) 107 PRESTRESSING CAST-IN-PLACE CONCRETE LS 181,000.0000 181,000.00 0.270 48,870 108 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,400.0000 93,800.00 27.000 37,800 (F) 109 STRUCTURAL CONCRETE, BRIDGE CY 3,300.0000 1,966,800.00 128.000 422,400 (F) 110 STRUCTURAL CONCRETE, BRIDGE CY 850.0000 258,400.00 70.000 59,500 (F) (POLYMER FIBER) 111 STRUCTURAL CONCRETE, CRASH WALL CY 750.0000 263,250.00 0.000 0 (F) 112 STRUCTURAL CONCRETE, RETAINING WALL CY 875.0000 5,325,250.00 0.000 0 (F) 113 STRUCTURAL CONCRETE, BOX CULVERT CY 2,200.0000 1,746,800.00 256.000 563,200 (F) 114 STRUCTURAL CONCRETE, HEADWALL CY 2,800.0000 58,800.00 0.000 0 (F) 115 STRUCTURAL CONCRETE, WINGWALL CY 2,100.0000 394,800.00 0.000 0 (F) 116 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 1,480,600.00 6.300 13,860.00 403.260 887,172 (F) 117 G2 MANHOLE EA 14,000.0000 98,000.00 5.000 70,000 118 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 2,400.0000 187,200.00 0.000 0 (F) 119 FRACTURED FIN TEXTURE SQFT 20.0000 546,640.00 0.000 0 (F) 120 DRY STACK ROCK TEXTURE SQFT 25.0000 327,275.00 0.000 0 (F) 121 DRILL AND BOND DOWEL LF 55.0000 3,520.00 29.000 1,595 122 BAR REINFORCING STEEL (CRASH WALL) LB 2.1800 78,826.62 0.000 0 (F) 123 BAR REINFORCING STEEL LB 2.8800 3,504.96 0.000 0 (F) 124 BAR REINFORCING STEEL (BRIDGE) LB 1.3400 566,202.26 72,000.000 96,480 (F) 125 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4400 917,917.92 0.000 0 (F) 126 BAR REINFORCING STEEL (WING WALL) LB 1.4000 19,028.80 0.000 0 (F) 127 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 158,030.00 66,000.000 66,000 (F) 128 STRUCTURAL SHOTCRETE CY 375.0000 96,000.00 0.000 0 (F) 129 ASPHALT MEMBRANE WATERPROOFING SQFT 9.1900 14,400.73 0.000 0 (F) 130 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 4.7500 282,625.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:54 AM ESTIMATE NO. 014 BID OPENING 02/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.4500 26,775.00 0.000 0 132 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 133 BRIDGE REMOVAL (PORTION), LOCATION A LS 78,000.0000 78,000.00 1.000 78,000 134 BRIDGE REMOVAL (PORTION), LOCATION B LS 300,000.0000 300,000.00 0.000 0 135 COLUMN CASING LB 7.0000 1,334,228.00 0.000 0 (F) 136 18" ALTERNATIVE PIPE CULVERT LF 110.0000 372,900.00 137.000 15,070.00 1,102.300 121,253 137 24" ALTERNATIVE PIPE CULVERT LF 160.0000 313,600.00 25.000 4,000.00 903.300 144,528 138 30" ALTERNATIVE PIPE CULVERT LF 350.0000 1,400.00 0.000 0 139 36" ALTERNATIVE PIPE CULVERT LF 370.0000 118,400.00 60.000 22,200 140 CONCRETE BACKFILL (PIPE TRENCH) CY 250.0000 33,000.00 14.000 3,500 (F) 141 15" TEMPORARY CULVERT LF 125.0000 21,250.00 105.000 13,125 142 IMPORTED BIOFILTRATION SOIL CY 58.0000 249,980.00 191.000 11,078.00 191.000 11,078 143 GROSS SOLIDS REMOVAL DEVICE LINEAR EA 140,000.0000 140,000.00 0.000 0 RADIAL TYPE LR-2 (6) 144 TRASH NET (END OF PIPE CONNECTIONS) EA 7,000.0000 42,000.00 0.000 0 145 TRASH NET (HEADWALL CONNECTION) EA 7,500.0000 7,500.00 0.000 0 146 15" REINFORCED CONCRETE PIPE LF 120.0000 15,600.00 0.000 0 147 18" REINFORCED CONCRETE PIPE LF 180.0000 250,200.00 44.000 7,920.00 506.700 91,206 148 24" REINFORCED CONCRETE PIPE LF 300.0000 93,000.00 206.000 61,800 149 36" REINFORCED CONCRETE PIPE LF 400.0000 56,000.00 40.000 16,000 150 48" REINFORCED CONCRETE PIPE LF 500.0000 55,000.00 94.000 47,000 151 60" REINFORCED CONCRETE PIPE LF 625.0000 250,000.00 395.000 246,875 152 14"X23" REINFORCED CONCRETE PIPE ARCH LF 400.0000 19,600.00 15.000 6,000 153 19"X30" REINFORCED CONCRETE PIPE ARCH LF 400.0000 48,000.00 31.000 12,400 154 18" CORRUGATED STEEL PIPE (.109" THICK) LF 130.0000 5,200.00 0.000 0 155 24" CORRUGATED STEEL PIPE (.168" THICK) LF 200.0000 2,400.00 0.000 0 156 8" PERFORATED STEEL PIPE UNDERDRAIN LF 25.0000 2,075.00 83.000 2,075 (.064" THICK) 157 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 225,300.00 1,716.000 51,480.00 1,716.000 51,480 PROGRAM CAS145 PAGE 7 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:54 AM ESTIMATE NO. 014 BID OPENING 02/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 273,000.00 0.000 0 159 GEOCOMPOSITE DRAIN SQFT 3.0000 5,610.00 0.000 0 160 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 5,900.00 59.000 5,900 (.064" THICK) 161 GRATED LINE DRAIN LF 255.0000 392,700.00 0.000 0 162 12" WELDED STEEL PIPE (.250" THICK) LF 500.0000 8,000.00 0.000 0 163 18" CONCRETE FLARED END SECTION EA 1,400.0000 4,200.00 0.000 0 164 15" ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 0.000 0 165 18" ALTERNATIVE FLARED END SECTION EA 800.0000 3,200.00 0.000 0 166 24" ALTERNATIVE FLARED END SECTION EA 900.0000 1,800.00 0.000 0 167 36" ALTERNATIVE FLARED END SECTION EA 1,800.0000 1,800.00 0.000 0 168 36" PRECAST CONCRETE PIPE INLET LF 850.0000 34,850.00 0.000 0 169 INLET DEPRESSION (CY) CY 1,100.0000 198,000.00 3.150 3,465.00 3.150 3,465 170 ABANDON CULVERT (LF) LF 50.0000 95,500.00 0.000 0 171 REMOVE DRAINAGE FACILITY (EA) EA 11,000.0000 11,000.00 0.000 0 172 REMOVE CULVERT (LF) LF 30.0000 162,000.00 64.000 1,920.00 1,663.300 49,899 173 REMOVE REINFORCED CONCRETE BOX CULVERT LF 160.0000 46,400.00 62.000 9,920 (LF) 174 REMOVE INLET EA 1,200.0000 91,200.00 3.000 3,600.00 41.000 49,200 175 REMOVE HEADWALL EA 2,200.0000 46,200.00 1.000 2,200 176 REMOVE FLARED END SECTION (EA) EA 200.0000 3,200.00 0.000 0 177 ADJUST INLET EA 4,100.0000 114,800.00 3.000 12,300.00 7.000 28,700 178 MODIFY INLET TO MANHOLE EA 4,100.0000 8,200.00 0.000 0 179 CAP INLET EA 2,800.0000 28,000.00 7.000 19,600 180 SAND BACKFILL CY 175.0000 64,750.00 0.000 0 181 SMALL-ROCK SLOPE PROTECTION CY 210.0000 17,430.00 0.000 0 (F) 182 GRAVEL FILTER CY 250.0000 57,500.00 0.000 0 183 CONCRETE (DITCH LINING) CY 1,600.0000 288,000.00 0.000 0 184 SLOPE PAVING (CONCRETE) CY 900.0000 229,500.00 27.000 24,300 PROGRAM CAS145 PAGE 8 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:54 AM ESTIMATE NO. 014 BID OPENING 02/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 SLOPE PAVING (CONCRETE PAVERS) SQFT 25.0000 19,450.00 810.000 20,250 186 ROCK SLOPE PROTECTION CY 220.0000 20,460.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 187 ROCK SLOPE PROTECTION CY 220.0000 57,200.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 188 MINOR CONCRETE (CURB) (LF) LF 55.0000 34,100.00 0.000 0 189 MINOR CONCRETE (GUTTER) (LF) LF 55.0000 220,550.00 0.000 0 190 MINOR CONCRETE (TEXTURED PAVING) CY 500.0000 60,000.00 0.000 0 191 REMOVE CONCRETE (CURB AND GUTTER) LF 30.0000 4,800.00 157.000 4,710 192 MISCELLANEOUS IRON AND STEEL LB 2.0000 111,880.00 652.000 1,304.00 30,544.000 61,088 (F) 193 LIGHTING (CITY STREET) LS 109,300.0000 109,300.00 0.000 0 194 ANTI-GRAFFITI COATING SQFT 1.0000 46,858.00 0.000 0 (F) 195 OBLITERATE SURFACING SQYD 1.5000 5,805.00 2,303.280 3,454 196 CHAIN LINK FENCE (TYPE CL-6) LF 45.0000 4,320.00 0.000 0 197 REMOVE CHAIN LINK FENCE LF 7.9000 1,501.00 51.000 402 198 REMOVE PAVEMENT MARKER EA 1.0000 2,840.00 2,061.000 2,061 199 DELINEATOR (CLASS 1) EA 40.0000 1,080.00 0.000 0 200 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 20,250.00 0.000 0 201 TREATMENT BEST MANAGEMENT EA 60.0000 6,600.00 0.000 0 PRACTICE MARKER 202 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 203 OBJECT MARKER (TYPE R) EA 75.0000 150.00 0.000 0 204 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 2,800.00 0.000 0 205 REMOVE ROADSIDE SIGN PANEL EA 50.0000 300.00 0.000 0 206 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 17.0000 13,600.00 0.000 0 207 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2000 15,792.00 0.000 0 (0.063"-UNFRAMED) 208 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.6000 2,112.00 0.000 0 (0.080"-UNFRAMED) 209 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.0000 10,660.00 0.000 0 (0.080"-FRAMED) 210 METAL (BARRIER MOUNTED SIGN) LB 9.5000 40,280.00 0.000 0 211 ROADSIDE SIGN - ONE POST EA 300.0000 2,400.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:54 AM ESTIMATE NO. 014 BID OPENING 02/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 ROADSIDE SIGN - TWO POST EA 500.0000 4,000.00 0.000 0 213 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 5,000.0000 5,000.00 0.000 0 214 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 45.0000 51,750.00 0.000 0 215 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 150,400.00 0.000 0 216 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 160.0000 19,200.00 0.000 0 (F) 217 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 53.0000 20,670.00 0.000 0 218 CABLE RAILING LF 30.0000 122,760.00 0.000 0 (F) 219 TRANSITION RAILING (TYPE STB) EA 5,000.0000 10,000.00 0.000 0 220 TRANSITION RAILING (TYPE WB-31) EA 4,566.0300 118,716.78 0.000 0 221 END CAP (TYPE A) EA 200.0000 600.00 0.000 0 222 END CAP (TYPE TC) EA 250.0000 6,250.00 0.000 0 223 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,050.0000 5,250.00 0.000 0 224 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 96,000.00 0.000 0 225 CONCRETE BARRIER (TYPE 60M) LF 87.0000 1,774,800.00 0.000 0 226 CONCRETE BARRIER (TYPE 60MC) LF 154.0000 1,955,800.00 203.000 31,262.00 9,375.000 1,443,750 227 CONCRETE BARRIER (TYPE 60MF) LF 445.0000 160,200.00 194.500 86,552 228 CONCRETE BARRIER (TYPE 60MP) LF 430.0000 146,200.00 144.000 61,920 229 CONCRETE BARRIER (TYPE 60MC MODIFIED) LF 462.0000 55,440.00 60.000 27,720.00 60.000 27,720 230 CONCRETE BARRIER LF 81.0000 321,165.00 0.000 0 (TYPE 60MD MODIFIED) 231 CONCRETE BARRIER (TYPE 60PR) LF 454.0000 26,332.00 46.000 20,884 232 CONCRETE BARRIER (TYPE 836) LF 130.0000 67,600.00 127.000 16,510 (F) 233 CONCRETE BARRIER (TYPE 836A) LF 146.8700 545,622.05 38.000 5,581 (F) 234 REMOVE GUARDRAIL LF 4.0000 14,880.00 0.000 0 235 REMOVE SINGLE METAL BEAM BARRIER LF 5.0000 3,200.00 100.000 500 236 REMOVE DOUBLE METAL BEAM BARRIER LF 4.0000 84,400.00 21,093.000 84,372 237 REMOVE CONCRETE BARRIER LF 34.6900 267,113.00 6,233.000 216,222 238 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 28,700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 10 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:54 AM ESTIMATE NO. 014 BID OPENING 02/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5400 58,860.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 240 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 720.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 241 PAINT TRAFFIC STRIPE (1-COAT) LF 0.3000 8,040.00 0.000 0 242 PAINT PAVEMENT MARKING (1-COAT) SQFT 3.0000 3,570.00 0.000 0 243 PAINT POSTMILE MARKING (1-COAT) EA 150.0000 19,500.00 0.000 0 244 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 108,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 245 12" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 22,350.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 246 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 24,300.00 63,588.000 19,076 247 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 1,505.00 143.000 500 248 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 249 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.5000 14,520.00 0.000 0 (WARRANTY) 250 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.5000 11,025.00 0.000 0 (WARRANTY) (BROKEN 18-12) 251 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.5000 1,215.00 0.000 0 (WARRANTY) (BROKEN 17-7) 252 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.250 1,250 SYSTEM ELEMENTS DURING CONSTRUCTION 253 TEMPORARY LIGHTING SYSTEMS LS 467,000.0000 467,000.00 0.154 71,918 254 MODIFYING LIGHTING SYSTEMS LS 337,000.0000 337,000.00 0.120 40,440 255 MODIFYING RAMP METERING SYSTEMS LS 588,500.0000 588,500.00 0.135 79,447 256 MODIFYING TRAFFIC MONITORING STATIONS LS 814,500.0000 814,500.00 0.134 109,143 257 REMOVING TRAFFIC MONITORING STATIONS LS 18,000.0000 18,000.00 0.000 0 258 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 259 STRUCTURE EXCAVATION (TYPE R-1) CY 50.0000 180,500.00 0.000 0 (AERIALLY DEPOSITED LEAD) 260 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.5000 127,500.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264724 TIME 10:54 AM ESTIMATE NO. 014 BID OPENING 02/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 730,608.77 17,053,224.55 ADJUSTMENT OF COMPENSATION -1,925.88 -14,543.83 EXTRA WORK 163,549.24 1,856,036.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 892,232.13 18,894,717.54 261 MOBILIZATION LS 7,144,000.0000 7,144,000.00 0.950 6,786,800 ORIGINAL CONTRACT AMOUNT 78,860,144.47 TOTAL WORK COMPLETED 892,232.13 25,681,517.54 MATERIALS ON HAND ON SITE 645,219.00 932,407.00 DEDUCTIONS 0.00 -11,000.00 TOTAL 1,537,451.13 26,602,924.54 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 05/13/22 1000 07/07/22 07/07/22 06/15/25 190 69 0 0 31% 19% PROGRESS IS SATISFACTORY LA SERNA, FABIO RESIDENT ENGINEER