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 01/20/23 EST. NO. 020 TIME 08:59 AM R.E. NAME: AQUINO, NOEL 04-2K8404 --------------------------------------------------------------------------- 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 0003 11,602.80 E.W. @ F.A.(+) 110122 N CO30 0 11,602.80 TOTAL THIS ESTIMATE 1,167,360.14 TOTAL PREVIOUS ESTIMATE 1,178,962.94 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 01/20/23 EST. NO. 020 TIME 08:59 AM R.E. NAME: AQUINO, NOEL 04-2K8404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING SUBMITTALS -58,727.50 003 RETURN WITHHOLD 58,727.50 004 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING REPORT -10,000.00 002 RETURN WITHHOLD 10,000.00 003 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K8404 TIME 08:59 AM ESTIMATE NO. 020 BID OPENING 03/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 01/20/23 LOCATION RERUN PROGRESS ESTIMATE 04-SOL-80-0.8/1.6 ----------------------- 04-SOL-29 O.C. JONES & SONS, INC. IN SOLANO COUNTY IN VALLEJO ON 1520 FOURTH STREET; ROUTE 80 FROM 0.2 MILE NORTH OF BERKELEY CA 94710 CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OC AND AT ROUTE 80/29 SEPARATION FED. AID NO. ACIM-802(374)E STRENGTHEN BRIDGE STRUCTURE DUE TO ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.500 2,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 510,000.00 20.000 24,000.00 402.000 482,400 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 60,000.00 5.000 30,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 8,000.00 20.000 4,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.230 5,750 007 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.047 23,500.00 0.751 375,500 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 400.00 221.000 1,105 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4200 37,842.00 49,251.000 20,685 010 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 7,680.00 336.000 10,752 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 16.0000 54,400.00 0.000 0 SYSTEM DAY 012 TEMPORARY PAVEMENT MARKER EA 4.0000 4,600.00 787.000 3,148 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 35,000.0000 35,000.00 0.100 3,500 014 TEMPORARY RAILING (TYPE K) LF 11.0000 341,000.00 13,128.000 144,408 015 TEMPORARY ALTERNATIVE CRASH EA 3,500.0000 56,000.00 8.000 28,000 CUSHION 016 TEMPORARY TRAFFIC SCREEN LF 6.5000 120,900.00 5,760.000 37,440 017 TEMPORARY RADAR SPEED FEEDBACK EA 6,700.0000 40,200.00 5.000 33,500 SIGN SYSTEM 018 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.047 2,350.00 0.951 47,550 019 PREPARE WATER POLLUTION CONTROL PROGRAM LS 750.0000 750.00 0.750 562 020 TEMPORARY COVER SQYD 18.0000 1,980.00 0.000 0 021 TEMPORARY DRAINAGE INLET PROTECTION EA 155.0000 4,495.00 22.000 3,410 022 TEMPORARY FIBER ROLL LF 4.1000 6,396.00 1,560.000 6,396 PROGRAM CAS145 PAGE 2 DATE 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K8404 TIME 08:59 AM ESTIMATE NO. 020 BID OPENING 03/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 01/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 4.2500 2,805.00 0.000 0 024 STREET SWEEPING LS 100,000.0000 100,000.00 0.047 4,700.00 0.951 95,100 025 TEMPORARY ACTIVE TREATMENT SYSTEM LS 30,000.0000 30,000.00 0.000 0 026 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 0.270 6,750 027 TREATED WOOD WASTE LB 0.7500 13,650.00 0.000 0 028 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 300.0000 4,200.00 0.000 0 029 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 0.500 25,000 030 ROADWAY EXCAVATION CY 33.0000 415,800.00 4,481.000 147,873 031 STRUCTURE EXCAVATION (TYPE D) CY 200.0000 69,000.00 345.000 69,000 (F) 032 STRUCTURE BACKFILL CY 25.0000 4,300.00 0.000 0 (F) 033 STRUCTURE BACKFILL (BRIDGE) CY 175.0000 25,375.00 118.000 20,650 (F) 034 STRUCTURE BACKFILL (SLURRY CEMENT) CY 275.0000 77,000.00 0.000 0 035 BONDED FIBER MATRIX (SQFT) SQFT 0.1600 2,320.00 0.000 0 036 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5500 6,270.00 0.000 0 037 HYDROMULCH SQFT 0.0800 1,960.00 0.000 0 038 FIBER ROLLS LF 4.5000 7,875.00 0.000 0 039 HYDROSEED SQFT 0.1400 3,430.00 0.000 0 040 COMPOST (CY) CY 112.0000 4,368.00 0.000 0 041 CLASS 4 AGGREGATE SUBBASE CY 57.0000 126,540.00 795.500 45,343 042 RAPID STRENGTH CONCRETE BASE CY 520.0000 119,600.00 0.000 0 043 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 044 HOT MIX ASPHALT (TYPE A) TON 115.0000 1,782,500.00 10,557.870 1,214,155 045 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 140.0000 779,800.00 0.000 0 046 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 170.0000 719,100.00 0.000 0 (OPEN GRADED FRICTION COURSE) 047 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 048 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 12.0000 18,960.00 520.000 6,240 (PAVING GRID) 049 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.0000 9,300.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K8404 TIME 08:59 AM ESTIMATE NO. 020 BID OPENING 03/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 01/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TACK COAT TON 1,000.0000 130,000.00 0.000 0 051 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 40.0000 21,600.00 0.000 0 052 REMOVE ASPHALT CONCRETE DIKE LF 2.7000 6,021.00 750.000 2,025 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.8000 218,880.00 6,294.330 23,918 054 REMOVE BASE AND SURFACING CY 75.0000 20,250.00 0.000 0 055 TEMPORARY SUPPORT LS 40,000.0000 40,000.00 1.000 40,000 056 FURNISH STEEL SHEET PILING SQFT 170.0000 30,600.00 304.000 51,680 057 DRIVE STEEL SHEET PILE SQFT 100.0000 18,000.00 285.000 28,500 058 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 20,000.00 20.000 20,000 059 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 450.0000 784,350.00 1,633.000 734,850 060 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 0.660 132,000 061 STRUCTURAL CONCRETE, BRIDGE CY 975.0000 444,600.00 142.000 138,450.00 439.300 428,317 (F) 062 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 1,582,200.00 1,172.400 1,055,160 (F) (POLYMER FIBER) 063 STRUCTURAL CONCRETE, APPROACH CY 1,100.0000 369,600.00 224.000 246,400 (F) SLAB (TYPE N, POLYMER FIBER) 064 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 154,000.00 3.380 7,436 (F) 065 FRACTURED RIB TEXTURE SQFT 20.0000 57,860.00 973.000 19,460.00 2,893.000 57,860 (F) 066 JOINT SEAL (MR 1") LF 50.0000 17,350.00 0.000 0 067 BAR REINFORCING STEEL (BRIDGE) LB 1.2000 813,972.00 530,362.600 636,435 (F) 068 REMOVE RETAINING WALL (LF) LF 105.0000 42,000.00 0.000 0 069 BRIDGE REMOVAL LS 550,000.0000 550,000.00 1.000 550,000 070 18" ALTERNATIVE PIPE CULVERT LF 150.0000 111,000.00 0.000 0 071 TEMPORARY 12" ALTERNATIVE PIPE LF 185.0000 29,600.00 0.000 0 CULVERT 072 TEMPORARY 18" ALTERNATIVE PIPE LF 490.0000 39,200.00 0.000 0 CULVERT 073 24" ALTERNATIVE PIPE CULVERT LF 160.0000 104,000.00 0.000 0 074 30" ALTERNATIVE PIPE CULVERT LF 400.0000 22,400.00 0.000 0 075 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 076 18" REINFORCED CONCRETE PIPE LF 115.0000 6,325.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K8404 TIME 08:59 AM ESTIMATE NO. 020 BID OPENING 03/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 01/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 24" REINFORCED CONCRETE PIPE LF 400.0000 104,000.00 88.500 35,400 078 TEMPORARY 12" SLOTTED CORROGATED LF 185.0000 658,600.00 0.000 0 STEEL PIPE 079 18" SLOTTED CORRUGATED STEEL PIPE LF 165.0000 216,150.00 0.000 0 (.168" THICK) 080 8" ALTERNATIVE PIPE UNDERDRAIN LF 75.0000 69,000.00 0.000 0 081 INLET DEPRESSION EA 1,500.0000 27,000.00 1.000 1,500 082 ABANDON CULVERT (LF) LF 57.0000 8,550.00 0.000 0 083 REMOVE CULVERT (LF) LF 62.0000 55,180.00 0.000 0 084 REMOVE INLET EA 1,400.0000 26,600.00 1.000 1,400 085 ADJUST INLET EA 2,500.0000 32,500.00 0.000 0 086 ADJUST MANHOLE TO GRADE EA 2,400.0000 7,200.00 0.000 0 087 MODIFY INLET EA 7,000.0000 7,000.00 0.000 0 088 DRAINAGE INLET CY 3,700.0000 59,200.00 0.000 0 089 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 090 18" ALTERNATIVE PIPELINER LF 250.0000 27,500.00 0.000 0 091 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 092 MINOR CONCRETE (CURB) (CY) CY 757.0000 15,140.00 0.000 0 093 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 094 MINOR CONCRETE (CURB AND GUTTER) CY 624.0000 37,440.00 0.000 0 095 MINOR CONCRETE (SIDEWALK) CY 1,526.0000 1,526.00 0.000 0 096 MINOR CONCRETE (TEXTURED PAVING) CY 1,021.0000 10,210.00 0.000 0 097 REMOVE CURB LF 20.0000 2,600.00 0.000 0 098 REMOVE CONCRETE SIDEWALK (LF) LF 100.0000 1,000.00 0.000 0 099 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 1,200.00 0.000 0 100 MISCELLANEOUS IRON AND STEEL LB 2.5000 35,860.00 326.000 815 (F) 101 BRIDGE DECK DRAINAGE SYSTEM LB 15.0000 80,760.00 1,346.000 20,190 (F) 102 REMOVE PAVEMENT MARKER EA 1.3000 2,340.00 498.000 647 103 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 2,160.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K8404 TIME 08:59 AM ESTIMATE NO. 020 BID OPENING 03/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 01/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE ROADSIDE SIGN EA 50.0000 1,450.00 2.000 100 105 REMOVE ROADSIDE SIGN EA 55.0000 330.00 2.000 110 (STRAP AND SADDLE BRACKET METHOD) 106 REMOVE SIGN POST EA 3,000.0000 3,000.00 0.000 0 107 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 14.0000 2,940.00 0.000 0 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,860.00 0.000 0 (0.063"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 2,940.00 0.000 0 (0.080"-UNFRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 1,628.00 0.000 0 (0.063"-FRAMED) 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.0000 6,440.00 0.000 0 (0.080"-FRAMED) 112 ROADSIDE SIGN - ONE POST EA 310.0000 7,440.00 0.000 0 113 ROADSIDE SIGN - TWO POST EA 555.0000 6,105.00 0.000 0 114 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 750.00 0.000 0 METHOD) 115 SINGLE THRIE BEAM BARRIER LF 48.7500 9,262.50 112.500 5,484 116 TYPE SOFT STOP TERMINAL SYSTEM EA 3,900.0000 3,900.00 0.000 0 117 END CAP (TYPE TC) EA 465.0000 4,650.00 6.000 2,790 118 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 3,900.00 0.000 0 119 CRASH CUSHION (TYPE SMART SCI100 GM) EA 42,000.0000 42,000.00 0.000 0 (TEST LEVEL 3) 120 CRASH CUSHION (TYPE SMART SCI70 GM) EA 33,500.0000 33,500.00 0.000 0 (TEST LEVEL 2) 121 CONCRETE BARRIER (TYPE 60M) LF 97.0000 323,010.00 0.000 0 122 CONCRETE BARRIER (TYPE 60MC) LF 234.0000 114,660.00 0.000 0 123 CONCRETE BARRIER (TYPE LF 122.0000 30,256.00 0.000 0 60MA MODIFIED) 124 CONCRETE BARRIER (TYPE 60MC-MODIFIED) LF 952.0000 238,000.00 0.000 0 125 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 225.0000 107,775.00 239.500 53,887 126 REMOVE GUARDRAIL LF 5.7500 8,050.00 1,305.000 7,503 127 REMOVE CONCRETE BARRIER LF 28.0000 107,800.00 300.000 8,400 128 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 14,680.00 0.000 0 129 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 1,400.00 0.000 0 130 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 15,085.00 11,783.000 4,124 PROGRAM CAS145 PAGE 6 DATE 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K8404 TIME 08:59 AM ESTIMATE NO. 020 BID OPENING 03/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 01/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 9,415.00 23,431.000 8,200 132 MODIFYING EXISTING ELECTRICAL SYSTEM LS 390,000.0000 390,000.00 0.096 37,440 133 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 134 BASE BOND BREAKER SQYD 1.5000 960.00 0.000 0 135 HOT MIX ASPHALT (LEVELING) TON 120.0000 699,600.00 372.610 44,713 136 MINOR CONCRETE CY 400.0000 4,000.00 0.000 0 (F) 137 CONCRETE BACKFILL (PIPE TRENCH) (RSC) CY 310.0000 223,200.00 0.000 0 138 CAP INLET EA 1,950.0000 15,600.00 0.000 0 139 CLEAN AND INSPECT DRAINAGE CULVERTS LF 45.0000 28,800.00 0.000 0 140 FILTER FABRIC (CLASS A) SQYD 2.0000 1,040.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K8404 TIME 08:59 AM ESTIMATE NO. 020 BID OPENING 03/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 01/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 212,460.00 7,122,506.67 ADJUSTMENT OF COMPENSATION 0.00 519,959.62 EXTRA WORK 11,602.80 659,003.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 224,062.80 8,301,469.61 141 MOBILIZATION LS 1,755,000.0000 1,755,000.00 0.950 1,667,250 ORIGINAL CONTRACT AMOUNT 17,816,746.50 TOTAL WORK COMPLETED 224,062.80 9,968,719.61 MATERIALS ON HAND ON SITE -29,814.00 0.00 DEDUCTIONS 0.00 0.00 TOTAL 194,248.80 9,968,719.61 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 04/23/21 425 06/04/21 06/17/21 04/20/23 371 38 5 0 53% 86% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU BULK $ ENCUMBERED LATER AQUINO, NOEL RESIDENT ENGINEER