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 04/16/23 EST. NO. 020 TIME 12:51 PM R.E. NAME: LA SERNA, FABIO 04-0A0204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 031 0013 7,084.18 E.W. @ F.A.(+) 122322 N 0202.0 0014 5,764.57 020123 N 0203.0 037 0007 20,750.76 E.W. @ F.A.(+) 012123 N 0159.0 0008 26,283.94 012323 N 0160.0 0009 19,942.39 012423 N 0161.0 0011 17,459.77 020123 N 0168.0 0012 27,112.90 020223 N 0169.0 0013 16,227.50 020323 N 0170.0 0014 24,209.23 020723 N 0171.0 0019 27,977.91 012823 N 0164.0 0021 13,912.39 013123 N 0167.0 0022 20,427.20 020823 N 0172.0 227,152.74 TOTAL THIS ESTIMATE 2,731,288.91 TOTAL PREVIOUS ESTIMATE 2,958,441.65 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 04/16/23 EST. NO. 020 TIME 12:51 PM R.E. NAME: LA SERNA, FABIO 04-0A0204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE METS OUT OF STATE -45,000.00 014 0.00 -45,000.00 LABOR COMPLIANCE VIOLATION PAYROLL DISCREPANCY -10,000.00 007 RESOLVED PAYROLL 10,000.00 008 0.00 0.00 TOTAL DEDUCTIONS 0.00 -45,000.00 PROGRAM CAS145 PAGE 1 DATE 04/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A0204 TIME 12:51 PM ESTIMATE NO. 020 BID OPENING 04/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 04/16/23 LOCATION RERUN PROGRESS ESTIMATE 04-SON-1-R15.0/R15.7 ----------------------- O.C. JONES & SONS BRIDGEWAY IN SONOMA COUNTY NEAR BODEGA BAY, CIVIL CONSTRUCTORS A JOINT FROM 0.2 MILE SOUTH TO 0.4 MILE VENTURE NORTH OF SCOTTY CREEK CULVERT 1520 FOURTH STREET BERKELEY CA 94710 FED. AID NO. N O N E REALIGN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,500.0000 3,500.00 0.750 2,625 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,200.0000 1,600,000.00 22.000 70,400.00 285.000 912,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 60,000.00 5.000 30,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 14.500 2,900 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 3,600.0000 3,600.00 0.900 3,240 007 TRAFFIC CONTROL SYSTEM LS 295,000.0000 295,000.00 0.900 265,500 008 TRAFFIC CONE EA 18.0000 2,520.00 340.000 6,120 009 TYPE III BARRICADE EA 40.0000 4,800.00 120.000 4,800 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 20.0000 1,680.00 84.000 1,680 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.0000 2,280.00 0.000 0 012 CHANNELIZER (SURFACE MOUNTED) EA 52.0000 6,240.00 120.000 6,240 013 TEMPORARY PAVEMENT MARKER EA 35.0000 700.00 0.000 0 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.950 14,250 015 TEMPORARY RAILING (TYPE K) LF 23.0000 55,660.00 2,260.000 51,980 016 TEMPORARY CRASH CUSHION MODULE EA 250.0000 14,000.00 0.000 0 017 TEMPORARY ALTERNATIVE CRASH EA 2,700.0000 27,000.00 14.000 37,800 CUSHION 018 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 0.850 85,000 019 PREPARE STORM WATER POLLUTION PREVENTION LS 2,750.0000 2,750.00 0.500 1,375 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 70,000.00 28.000 14,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 11,200.00 50.000 10,000 022 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 04/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A0204 TIME 12:51 PM ESTIMATE NO. 020 BID OPENING 04/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 04/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 2.8500 14,107.50 828.000 2,359.80 11,208.000 31,942 024 TEMPORARY CHECK DAM LF 4.9000 1,176.00 70.000 343.00 2,060.000 10,094 025 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 7,875.00 39.000 6,825 026 TEMPORARY FIBER ROLL LF 4.8500 6,790.00 1,878.000 9,108 027 TEMPORARY REINFORCED SILT FENCE LF 9.3000 71,982.00 8,892.000 82,695 028 TEMPORARY CONSTRUCTION ENTRANCE EA 3,600.0000 10,800.00 4.000 14,400 029 TEMPORARY CONSTRUCTION ROADWAY SQYD 38.0000 38,000.00 2,794.000 106,172 030 STREET SWEEPING LS 120,000.0000 120,000.00 0.850 102,000 031 TEMPORARY ACTIVE TREATMENT SYSTEM LS 40,000.0000 40,000.00 0.000 0 032 TEMPORARY CONCRETE WASHOUT LS 35,000.0000 35,000.00 0.940 32,900 033 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 200.0000 8,000.00 0.000 0 034 WATER QUALITY MONITORING REPORT EA 200.0000 2,000.00 0.000 0 035 TEMPORARY CREEK DIVERSION SYSTEMS LS 65,000.0000 65,000.00 0.000 0 036 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 037 ASBESTOS REMOVAL WORK PLAN AND LS 2,500.0000 2,500.00 0.000 0 REPORT 038 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 13.0000 8,840.00 232.000 3,016 STRIPE (HAZARDOUS WASTE) 039 TREATED WOOD WASTE LB 1.5000 6,510.00 2,800.000 4,200 040 NOISE MONITORING LS 3,500.0000 3,500.00 0.000 0 041 TEMPORARY WETLAND PROTECTION MAT LS 310,000.0000 310,000.00 1.000 310,000 042 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 0.900 22,500 043 ROADWAY EXCAVATION CY 36.0000 1,425,600.00 47,577.000 1,712,772 044 ROADWAY EXCAVATION (TOPSOIL) CY 23.0000 164,680.00 8,149.000 187,427 045 ROADWAY EXCAVATION (LOCAL SAND) CY 200.0000 5,600.00 0.000 0 046 STRUCTURE EXCAVATION (TYPE D) CY 66.0000 34,056.00 516.000 34,056 (F) 047 STRUCTURE BACKFILL (BRIDGE) CY 154.0000 54,670.00 355.000 54,670 (F) 048 DITCH EXCAVATION CY 65.0000 92,950.00 1,607.000 104,455 049 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 5.0000 12,850.00 1,457.000 7,285 CLASS B1 PROGRAM CAS145 PAGE 3 DATE 04/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A0204 TIME 12:51 PM ESTIMATE NO. 020 BID OPENING 04/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 04/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADSIDE CLEARING LS 2,300.0000 2,300.00 0.500 1,150 051 WEED GERMINATION SQYD 0.3000 417.00 0.000 0 052 SOIL AMENDMENT CY 125.0000 1,500.00 0.000 0 053 PACKET FERTILIZER EA 0.5000 635.00 0.000 0 054 PLANT (GROUP H) EA 14.0000 1,134.00 0.000 0 055 PLANT (GROUP I) EA 18.0000 21,420.00 0.000 0 056 PLANT ESTABLISHMENT WORK LS 41,000.0000 41,000.00 0.000 0 057 WOOD MULCH CY 115.0000 6,785.00 0.000 0 058 2" WYE STRAINER ASSEMBLY EA 650.0000 1,300.00 0.000 0 059 6" SUPPLY LINE (BRIDGE) LF 270.0000 248,400.00 920.000 248,400 (F) 060 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 65.0000 3,705.00 0.000 0 061 CAM COUPLER ASSEMBLY EA 950.0000 1,900.00 0.000 0 062 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.0000 6,030.00 0.000 0 (F) LINE) 063 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.0000 1,300.00 0.000 0 (F) LINE) 064 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 12.0000 9,360.00 0.000 0 (F) (SUPPLY LINE) 065 2" PLASTIC PIPE (CLASS 315) LF 14.0000 1,680.00 0.000 0 (F) (SUPPLY LINE) 066 PRESSURE REGULATING VALVE EA 1,500.0000 3,000.00 0.000 0 067 QUICK COUPLING VALVE EA 375.0000 750.00 0.000 0 068 BALL VALVE EA 550.0000 4,950.00 0.000 0 069 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 3,600.00 4.000 1,800 070 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5800 82,940.00 0.000 0 071 HYDROMULCH SQFT 0.0700 20,440.00 0.000 0 072 FIBER ROLLS LF 5.1600 26,574.00 0.000 0 073 HYDROSEED SQFT 0.0600 17,520.00 0.000 0 074 COMPOST (CY) CY 105.8000 24,334.00 0.000 0 075 CLASS 2 AGGREGATE SUBBASE CY 48.0000 132,480.00 2,488.000 119,424 076 CLASS 2 AGGREGATE BASE (CY) CY 96.0000 180,480.00 1,635.000 156,960 PROGRAM CAS145 PAGE 4 DATE 04/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A0204 TIME 12:51 PM ESTIMATE NO. 020 BID OPENING 04/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 04/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 HOT MIX ASPHALT (TYPE A) TON 116.0000 316,680.00 4,206.980 488,009 078 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 144.0000 239,040.00 1,660.000 239,040 079 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.5000 575.00 0.000 0 080 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 8,200.00 0.000 0 081 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 95.00 0.000 0 082 PLACE HOT MIX ASPHALT SQYD 85.0000 850.00 12.000 1,020 (MISCELLANEOUS AREA) 083 TACK COAT TON 2,000.0000 6,000.00 1.000 2,000 084 REMOVE BASE AND SURFACING CY 59.0000 47,200.00 45.000 2,655 085 PERVIOUS CONCRETE PAVEMENT CY 375.0000 225,000.00 310.000 116,250 086 TEMPORARY RETAINING WALL SQFT 34.0000 81,260.00 0.000 0 087 84" PERMANENT STEEL CASING LF 923.0000 623,025.00 675.000 623,025 088 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 220.0000 150,040.00 682.000 150,040 089 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,585.0000 1,069,875.00 675.000 1,069,875 090 72" CAST-IN-DRILLED-HOLE CONCRETE LF 1,807.0000 820,378.00 454.000 820,378 PILING (ROCK SOCKET) 091 PRESTRESSING CAST-IN-PLACE CONCRETE LS 216,953.0000 216,953.00 1.000 216,953 092 PRESTRESSING (TRANSVERSE) LS 163,487.0000 163,487.00 1.000 163,487 093 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 415.0000 48,140.00 116.000 48,140 (F) 094 STRUCTURAL CONCRETE, BRIDGE CY 1,225.0000 3,170,300.00 2,588.000 3,170,300 (F) 095 STRUCTURAL CONCRETE, BRIDGE CY 950.0000 1,151,400.00 1,212.000 1,151,400 (F) (POLYMER FIBER) 096 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,100.0000 152,900.00 139.000 152,900 (F) (TYPE N) 097 STRUCTURAL CONCRETE, HEADWALL CY 2,200.0000 70,400.00 0.000 0 (F) 098 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,000.0000 226,000.00 88.100 176,200 (F) 099 PTFE SPHERICAL BEARING EA 8,500.0000 85,000.00 10.000 85,000 (F) 100 JOINT SEAL ASSEMBLY (MR 6") LF 1,500.0000 70,500.00 47.000 70,500 101 JOINT SEAL ASSEMBLY (MR 7") LF 2,000.0000 94,000.00 47.000 94,000 102 BAR REINFORCING STEEL (BRIDGE) LB 1.0500 671,737.50 639,750.000 671,737 (F) 103 BAR REINFORCING STEEL (EPOXY COATED) LB 1.2900 964,216.95 747,455.000 964,216 (F) (BRIDGE) PROGRAM CAS145 PAGE 5 DATE 04/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A0204 TIME 12:51 PM ESTIMATE NO. 020 BID OPENING 04/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 04/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 BAR REINFORCING STEEL LB 15.0600 753.00 50.000 753 (F) (STAINLESS STEEL) (BRIDGE) 105 SCULPTED SHOTCRETE SQFT 228.5900 274,308.00 0.000 0 106 STRUCTURAL STEEL (PIPE PIN) LB 9.0000 39,573.00 4,397.000 39,573 (F) 107 BRIDGE REMOVAL LS 58,000.0000 58,000.00 0.000 0 (F) 108 18" ALTERNATIVE PIPE CULVERT LF 81.0000 290,790.00 2,982.600 241,590 109 24" ALTERNATIVE PIPE CULVERT LF 115.0000 20,700.00 147.000 16,905 110 30" ALTERNATIVE PIPE CULVERT LF 105.0000 46,200.00 440.000 46,200 111 36" ALTERNATIVE PIPE CULVERT LF 122.0000 23,180.00 149.000 18,178 112 IMPORTED BIOFILTRATION SOIL CY 90.0000 35,100.00 368.000 33,120 113 36" CORRUGATED STEEL PIPE (.064" THICK) LF 350.0000 17,150.00 0.000 0 114 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 48.0000 86,880.00 1,460.000 70,080 115 6" NON-PERFORATED PLASTIC PIPE LF 65.0000 7,150.00 97.000 6,305 UNDERDRAIN 116 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 77.0000 88,781.00 862.000 66,374 (F) 117 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 115.0000 17,250.00 150.000 17,250 (.079" THICK) 118 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 145.0000 43,500.00 0.000 0 (.064" THICK) 119 ANCHOR ASSEMBLY EA 1,350.0000 8,100.00 0.000 0 120 GEOMEMBRANE SQYD 15.0000 6,900.00 436.000 6,540 121 24" WELDED STEEL PIPE CASING (BRIDGE) LF 200.0000 15,800.00 79.000 15,800 122 18" ALTERNATIVE FLARED END SECTION EA 1,350.0000 5,400.00 2.000 2,700 123 24" ALTERNATIVE FLARED END SECTION EA 1,650.0000 6,600.00 3.000 4,950 124 REMOVE CULVERT (LF) LF 45.0000 4,320.00 0.000 0 125 REMOVE HEADWALL EA 3,500.0000 3,500.00 0.000 0 126 GABION CY 850.0000 11,050.00 13.000 11,050 (F) 127 ROCK SLOPE PROTECTION CY 126.0000 181,440.00 0.000 0 (2T, CLASS IX, METHOD A) 128 ROCK SLOPE PROTECTION CY 180.0000 13,320.00 0.000 0 (1/4 T, CLASS V, METHOD A) 129 ROCK SLOPE PROTECTION CY 265.0000 1,060.00 4.000 1,060 (150 LB, CLASS III, METHOD B) (CY) 130 ROCK SLOPE PROTECTION CY 162.0000 3,564.00 25.900 4,195 (60 LB, CLASS II, METHOD B) (CY) PROGRAM CAS145 PAGE 6 DATE 04/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A0204 TIME 12:51 PM ESTIMATE NO. 020 BID OPENING 04/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 04/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ROCK SLOPE PROTECTION CY 145.0000 24,650.00 23.000 3,335 (20 LB, CLASS I, METHOD B) (CY) 132 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 3,300.00 149.000 2,235 133 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 12.0000 8,040.00 0.000 0 134 MINOR CONCRETE (MISCELLANEOUS CY 580.0000 20,880.00 36.000 20,880 CONSTRUCTION) 135 MINOR CONCRETE (SIDEWALK) CY 540.0000 62,640.00 116.000 62,640 136 MISCELLANEOUS IRON AND STEEL LB 3.0000 42,309.00 11,278.000 33,834 (F) 137 MISCELLANEOUS METAL (BRIDGE) LB 13.0000 13,598.00 1,046.000 13,598 (F) 138 BRIDGE DECK DRAINAGE SYSTEM LB 5.1800 118,622.00 22,900.000 118,622 (F) 139 WATER LINE LS 210,000.0000 210,000.00 1.000 210,000 140 SANITARY SEWER LINE LS 75,000.0000 75,000.00 1.000 75,000 141 PREPARE AND STAIN CONCRETE SQFT 1.6500 148,029.75 200.000 330 142 PREPARE AND STAIN SHOTCRETE SQFT 7.0000 8,400.00 0.000 0 143 TEMPORARY FENCE (TYPE CL-6) LF 21.1000 94,317.00 4,470.000 94,317 144 4' TEMPORARY CHAIN LINK GATE EA 2,555.0000 2,555.00 0.000 0 (TYPE CL-6) 145 24' TEMPORARY CHAIN LINK GATE EA 4,565.0000 4,565.00 1.000 4,565 (TYPE CL-6) 146 REMOVE WOOD FENCE LF 27.0000 8,640.00 320.000 8,640 147 REMOVE FENCE LF 16.5000 2,475.00 0.000 0 148 REMOVE FENCE (TYPE BW) LF 8.0000 9,920.00 1,144.000 9,152 149 REMOVE FENCE (TYPE WM) LF 9.0000 7,020.00 117.000 1,053 150 REMOVE GATE EA 1,150.0000 1,150.00 1.000 1,150 151 REMOVE PAVEMENT MARKER EA 1.5000 45.00 30.000 45 152 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.5000 2,340.00 0.000 0 153 TREATMENT BEST MANAGEMENT EA 40.0000 400.00 10.000 400 PRACTICE MARKER 154 OBJECT MARKER (TYPE N) EA 40.0000 320.00 8.000 320 155 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,850.00 190.000 2,850 (0.063"-UNFRAMED) 156 METAL (BARRIER MOUNTED SIGN) LB 12.0000 1,200.00 100.000 1,200 157 ROADSIDE SIGN - ONE POST EA 300.0000 6,900.00 23.000 6,900 PROGRAM CAS145 PAGE 7 DATE 04/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A0204 TIME 12:51 PM ESTIMATE NO. 020 BID OPENING 04/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 04/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 85.0000 1,105.00 13.000 1,105 159 PICKET RAILING (POLYSILOXANE) LF 300.0000 285,000.00 950.000 285,000 (F) 160 TUBULAR HANDRAILING (MODIFIED) LF 105.0000 189,000.00 1,800.000 189,000 (F) (POLYSILOXANE) 161 TRANSITION RAILING (TYPE WB-31) EA 3,900.0000 7,800.00 2.000 7,800 162 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 15,600.00 4.000 15,600 163 ALTERNATIVE CRASH CUSHION SYSTEM EA 39,951.0000 79,902.00 2.000 79,902 164 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 297.0000 540,540.00 1,810.000 537,570 (F) 165 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 2,040.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 166 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 14.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 167 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 297.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 168 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 14,720.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 169 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 7.0000 2,450.00 350.000 2,450 170 TEMPORARY SIGNAL SYSTEMS LS 240,000.0000 240,000.00 0.000 0 171 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 172 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 8,400.00 1,886.000 37,720 PROGRAM CAS145 PAGE 8 DATE 04/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A0204 TIME 12:51 PM ESTIMATE NO. 020 BID OPENING 04/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 04/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 73,102.80 17,728,727.23 ADJUSTMENT OF COMPENSATION 0.00 190,745.85 EXTRA WORK 227,152.74 2,767,695.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 300,255.54 20,687,168.88 173 MOBILIZATION LS 2,200,000.0000 2,200,000.00 1.000 2,200,000 ORIGINAL CONTRACT AMOUNT 22,158,005.70 TOTAL WORK COMPLETED 300,255.54 22,887,168.88 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -45,000.00 TOTAL 300,255.54 22,842,168.88 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 06/04/21 500 08/06/21 08/06/21 04/09/24 280 146 0 0 87% 56% PROGRESS IS SATISFACTORY LA SERNA, FABIO RESIDENT ENGINEER