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 01/09/24 EST. NO. 032 TIME 10:14 AM R.E. NAME: PERNG, REBECCA 04-0A7714 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0047 4,657.21 E.W. @ F.A.(+) 092922 N T469 0 0048 944.80 081723 N 0176.0 0049 3,444.19 072923 N ####. 1 013 0002 2,578.20 A.C. @ U.P.(+) 111623 N 0001. 1 018 0001 127,294.30 A.C. @ L.S.(+) 111623 N 001.0 1 138,918.70 TOTAL THIS ESTIMATE 0 2,478,965.86 TOTAL PREVIOUS ESTIMATE 0 2,617,884.56 TOTAL TO DATE 1 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 0 DATE 01/09/24 EST. NO. 032 TIME 10:14 AM 0 R.E. NAME: PERNG, REBECCA 04-0A7714 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 ELECTED PILE DEDUCTS -8,500.00 007 ELECTED PILE DEDUCTS -4,000.00 008 SOURCE INSPECT TRAVL -12,000.00 027 0.00 -24,500.00 TOTAL DEDUCTIONS 0.00 -24,500.00 1PROGRAM CAS145 PAGE DATE 01/09/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A771 TIME 10:14 AM ESTIMATE NO. 03 BID OPENING 01/20/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/27/2 R.E. NAME: PERNG, REBECCA DATE OF THIS ESTIMATE 01/09/2 LOCATION FINAL ESTIMATE 04-ALA-80-6.4/6.6 -------------- GOLDEN STATE BRIDGE, INC. IN ALAMEDA COUNTY IN AND NEAR 3701 MALLARD DRIVE; BERKELEY FROM 0.6 MILE NORTH OF BENICIA CA 94510 UNIVERSITY AVENUE OVERCROSSING TO 0.1 MILE SOUTH OF GILMAN STREET UNDERCROSSING FED. AID NO. ACIM-080 -1(119)E CONSTRUCT THE GILMAN ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,00 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 1.000 25,00 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,800.0000 1,824,000.00 444.000 2,131,20 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 48,000.00 6.000 36,00 MEETING 005 HOURLY OFF-SITE HR 200.0000 12,800.00 41.000 8,20 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,00 007 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 1.000 40,00 008 TRAFFIC CONTROL SYSTEM LS 155,000.0000 155,000.00 1.000 155,00 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 15.0000 495.00 0.000 010 TEMPORARY TRAFFIC STRIPE (TAPE) LF 12.0000 2,520.00 240.000 2,88 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.2500 14,000.00 9,730.000 12,16 012 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 6,050.00 100.000 5,50 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 225.0000 6,525.00 11.000 2,47 SYSTEM DAY 014 TEMPORARY PAVEMENT MARKER EA 5.0000 1,550.00 264.000 1,32 015 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,500.0000 172,500.00 24.000 180,00 016 TEMPORARY RAILING (TYPE K) LF 30.0000 252,600.00 8,020.000 240,60 017 TEMPORARY CRASH CUSHION MODULE EA 175.0000 4,900.00 28.000 4,90 018 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,500.0000 93,500.00 15.000 82,50 019 TEMPORARY TRAFFIC SCREEN LF 8.0000 67,360.00 8,020.000 64,16 020 TEMPORARY RADAR SPEED FEEDBACK EA 6,500.0000 13,000.00 2.000 13,00 SIGN SYSTEM 021 JOB SITE MANAGEMENT LS 55,000.0000 55,000.00 1.000 55,00 022 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,00 PLAN 1PROGRAM CAS145 PAGE DATE 01/09/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A771 TIME 10:14 AM ESTIMATE NO. 03 BID OPENING 01/20/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/27/2 R.E. NAME: PERNG, REBECCA DATE OF THIS ESTIMATE 01/09/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 023 RAIN EVENT ACTION PLAN EA 500.0000 23,000.00 24.000 12,00 024 STORM WATER SAMPLING AND ANALYSIS DAY EA 550.0000 15,950.00 20.000 11,00 025 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 3.000 6,00 026 TEMPORARY CHECK DAM LF 12.0000 6,600.00 515.000 6,18 027 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 7,500.00 46.000 13,80 028 TEMPORARY FIBER ROLL LF 4.0000 20,960.00 5,457.000 21,82 029 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 4.000 16,00 030 STREET SWEEPING LS 25,000.0000 25,000.00 1.000 25,00 031 TEMPORARY ACTIVE TREATMENT SYSTEM LS 175,000.0000 175,000.00 1.000 175,00 032 TEMPORARY DEWATERING AND LS 190,000.0000 190,000.00 1.000 190,00 NON-STORMWATER DISCHARGE CONTROL SYSTEM 033 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,00 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 8.0000 5,920.00 719.000 5,75 STRIPE (HAZARDOUS WASTE) 035 TREATED WOOD WASTE LB 8.0000 8,240.00 620.000 4,96 036 REMOVE CONCRETE (CY) CY 135.0000 16,200.00 237.900 32,11 037 REMOVE 10" CALTRANS RECYCLED WATER LINE LF 24.0000 20,880.00 870.000 20,88 038 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 1.000 30,00 039 ROADWAY EXCAVATION CY 145.0000 98,600.00 636.200 92,24 040 ROADWAY EXCAVATION (TYPE Z-2) CY 190.0000 140,600.00 740.000 140,60 (AERIALLY DEPOSITED LEAD) 041 STRUCTURE EXCAVATION (BRIDGE) CY 200.0000 47,400.00 237.000 47,40 (F) 042 STRUCTURE EXCAVATION (RETAINING WALL) CY 88.0000 54,384.00 618.000 54,38 (F) 043 STRUCTURE EXCAVATION (TYPE Z-2) CY 300.0000 23,700.00 79.000 23,70 (AERIALLY DEPOSITED LEAD) 044 STRUCTURE BACKFILL (BRIDGE) CY 125.0000 15,500.00 124.000 15,50 (F) 045 STRUCTURE BACKFILL (RETAINING WALL) CY 195.0000 43,875.00 225.000 43,87 (F) 046 LIGHTWEIGHT CELLULAR CONCRETE CY 200.0000 111,200.00 556.000 111,20 (F) BACKFILL 047 DITCH EXCAVATION CY 80.0000 32,800.00 382.700 30,61 048 REMOVE IRRIGATION FACILITY LS 5,000.0000 5,000.00 1.000 5,00 049 PVC PIPE CONDUIT (SLEEVE) LF 25.0000 2,600.00 0.000 (F) 1PROGRAM CAS145 PAGE DATE 01/09/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A771 TIME 10:14 AM ESTIMATE NO. 03 BID OPENING 01/20/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/27/2 R.E. NAME: PERNG, REBECCA DATE OF THIS ESTIMATE 01/09/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 050 BONDED FIBER MATRIX (SQFT) SQFT 0.0700 2,436.00 58,015.000 4,06 051 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 19,260.00 29,142.000 17,48 052 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.0000 2,710.00 2,710.000 2,71 053 FIBER ROLLS LF 4.0000 3,840.00 960.000 3,84 054 HYDROSEED SQFT 0.1000 3,480.00 31,830.000 3,18 055 COMPOST (CY) CY 150.0000 675.00 4.500 67 056 CLASS 4 AGGREGATE SUBBASE CY 250.0000 1,750.00 7.000 1,75 057 CLASS 2 AGGREGATE BASE (CY) CY 104.0000 54,080.00 555.280 57,74 058 CLASS 3 AGGREGATE BASE (CY) CY 600.0000 2,760.00 4.600 2,76 059 HOT MIX ASPHALT (TYPE A) TON 160.0000 99,200.00 945.520 151,28 060 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 270.0000 21,060.00 0.000 061 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 45.0000 6,750.00 142.000 6,39 062 TACK COAT TON 1,300.0000 1,690.00 1.300 1,69 063 REMOVE ASPHALT CONCRETE DIKE LF 20.0000 10,200.00 505.000 10,10 064 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 065 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 066 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 067 96" PERMANENT STEEL CASING LF 1,900.0000 171,000.00 90.000 171,00 068 108" PERMANENT STEEL CASING LF 2,200.0000 140,800.00 64.000 140,80 069 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 225.0000 682,875.00 3,035.000 682,87 070 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,650.0000 174,900.00 106.000 174,90 071 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,100.0000 730,800.00 348.000 730,80 072 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,200.0000 902,000.00 410.000 902,00 073 108" CAST-IN-DRILLED-HOLE CONCRETE LF 2,100.0000 134,400.00 64.000 134,40 PILING 074 PRESTRESSING CAST-IN-PLACE CONCRETE LS 125,000.0000 125,000.00 1.000 125,00 075 STRUCTURAL CONCRETE, BRIDGE CY 1,775.0000 2,632,325.00 1,483.000 2,632,32 (F) 076 STRUCTURAL CONCRETE, BRIDGE CY 1,500.0000 1,072,500.00 715.000 1,072,50 (F) (POLYMER FIBER) 1PROGRAM CAS145 PAGE DATE 01/09/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A771 TIME 10:14 AM ESTIMATE NO. 03 BID OPENING 01/20/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/27/2 R.E. NAME: PERNG, REBECCA DATE OF THIS ESTIMATE 01/09/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 077 STRUCTURAL CONCRETE, RETAINING WALL CY 1,500.0000 501,000.00 334.000 501,00 (F) 078 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,400.0000 60,200.00 43.000 60,20 (F) (TYPE N) 079 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 281,600.00 136.000 299,20 (F) 080 FRACTURED GRANITE TEXTURE SQFT 25.0000 65,250.00 2,610.000 65,25 (F) 081 JOINT SEAL (MR 2") LF 95.0000 3,135.00 33.000 3,13 082 BAR REINFORCING STEEL (BRIDGE) LB 1.0500 1,489,040.70 1,418,134.000 1,489,04 (F) 083 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1500 149,842.70 130,298.000 149,84 (F) 084 BAR REINFORCING STEEL (EPOXY COATED) LB 2.1000 10,766.70 5,127.000 10,76 (F) (BRIDGE) 085 HEADED BAR REINFORCEMENT EA 18.0000 23,832.00 1,324.000 23,83 (F) 086 STRUCTURAL STEEL (PIPE PIN) LB 6.0000 18,546.00 3,091.000 18,54 (F) 087 STRUCTURAL STEEL (BRIDGE HANGER LS 300,000.0000 300,000.00 1.000 300,00 ASSEMBLY) 088 FURNISH STRUCTURAL STEEL (BRIDGE) LB 6.3500 804,252.90 126,654.000 804,25 (F) 089 ERECT STRUCTURAL STEEL (BRIDGE) LB 5.0000 633,270.00 126,654.000 633,27 (F) 090 CLEAN AND PAINT STRUCTURAL STEEL LS 75,000.0000 75,000.00 1.000 75,00 091 18" ALTERNATIVE PIPE CULVERT LF 240.0000 48,000.00 230.400 55,29 092 24" ALTERNATIVE PIPE CULVERT LF 245.0000 247,450.00 1,022.200 250,43 093 30" ALTERNATIVE PIPE CULVERT LF 3,350.0000 368,500.00 106.600 357,11 094 IMPORTED BIOFILTRATION SOIL CY 116.0000 29,000.00 240.700 27,92 095 18" SLOTTED CORRUGATED STEEL PIPE LF 270.0000 17,550.00 65.000 17,55 (.064" THICK) 096 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 45.0000 23,850.00 530.000 23,85 097 GEOMEMBRANE (WATER BARRIER) SQYD 7.0000 8,190.00 1,170.000 8,19 098 DRAINAGE INLET MARKER EA 55.0000 715.00 17.000 93 099 REMOVE CULVERT (LF) LF 30.0000 21,900.00 584.500 17,53 100 REMOVE INLET EA 800.0000 7,200.00 8.000 6,40 101 REMOVE DRAINAGE JUNCTION STRUCTURE EA 3,500.0000 7,000.00 2.000 7,00 102 ROCK SLOPE PROTECTION CY 270.0000 9,180.00 34.000 9,18 (20 LB, CLASS I, METHOD B) (CY) 103 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 840.00 120.000 84 1PROGRAM CAS145 PAGE DATE 01/09/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A771 TIME 10:14 AM ESTIMATE NO. 03 BID OPENING 01/20/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/27/2 R.E. NAME: PERNG, REBECCA DATE OF THIS ESTIMATE 01/09/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 104 MINOR CONCRETE (CURB) (CY) CY 1,550.0000 74,400.00 23.260 36,05 105 MINOR CONCRETE (MISCELLANEOUS CY 4,000.0000 6,000.00 1.500 6,00 CONSTRUCTION) 106 MINOR CONCRETE (CURB AND GUTTER) CY 3,000.0000 5,400.00 0.000 107 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 8.0000 5,840.00 2,136.000 17,08 108 MINOR CONCRETE (SIDEWALK) CY 1,565.0000 201,885.00 100.000 156,50 109 REMOVE CONCRETE CURB (LF) LF 15.0000 9,600.00 636.000 9,54 110 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 350.0000 14,700.00 125.000 43,75 111 REMOVE CONCRETE (CURB AND GUTTER) LF 52.0000 4,732.00 311.000 16,17 112 MISCELLANEOUS IRON AND STEEL LB 2.5000 60,215.00 28,083.000 70,20 (F) 113 ISOLATION CASING LB 4.0000 71,004.00 17,751.000 71,00 (F) 114 MISCELLANEOUS METAL (BRIDGE) LB 8.0000 10,072.00 1,259.000 10,07 (F) 115 BRIDGE DECK DRAINAGE SYSTEM LB 7.0000 18,172.00 2,596.000 18,17 (F) 116 LIGHTING (CITY STREET) LS 260,000.0000 260,000.00 1.000 260,00 117 LIGHTING (TOM BATES REGIONAL SPORTS LS 60,000.0000 60,000.00 1.000 60,00 COMPLEX) 118 ANTI-GRAFFITI COATING SQFT 2.0000 32,970.00 16,485.000 32,97 (F) 119 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 7,600.00 757.000 7,57 120 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 32.0000 35,200.00 1,051.000 33,63 121 CHAIN LINK FENCE (TYPE CL-6 MODIFIED, LF 80.0000 8,800.00 110.000 8,80 VINYL-CLAD) 122 8' CHAIN LINK GATE (TYPE CL-6) EA 2,030.0000 12,180.00 6.000 12,18 123 TEMPORARY 12' CHAIN LINK GATE EA 350.0000 2,100.00 6.000 2,10 (TYPE CL-6) 124 REMOVE FENCE LF 6.0000 4,740.00 944.000 5,66 125 REMOVE PAVEMENT MARKER EA 3.0000 720.00 186.000 55 126 DELINEATOR (CLASS 1) EA 65.0000 325.00 5.000 32 127 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 1,440.00 142.000 1,13 128 TREATMENT BEST MANAGEMENT EA 75.0000 1,350.00 18.000 1,35 PRACTICE MARKER 129 RESET ROADSIDE SIGN EA 300.0000 300.00 1.000 30 130 RELOCATE ROADSIDE SIGN EA 400.0000 1,600.00 4.000 1,60 1PROGRAM CAS145 PAGE DATE 01/09/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A771 TIME 10:14 AM ESTIMATE NO. 03 BID OPENING 01/20/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/27/2 R.E. NAME: PERNG, REBECCA DATE OF THIS ESTIMATE 01/09/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 131 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 135.00 4.500 13 (0.063"-UNFRAMED) 132 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 350.0000 700.00 2.000 70 METHOD) 133 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 110.0000 13,200.00 125.000 13,75 134 VEGETATION CONTROL (MINOR CONCRETE) SQYD 320.0000 10,240.00 62.000 19,84 135 CHAIN LINK RAILING (TYPE 4 MODIFIED) LF 118.0000 22,302.00 189.000 22,30 (F) 136 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 330.0000 920,370.00 2,789.000 920,37 (F) 137 CONCRETE BARRIER (TYPE K) LF 90.0000 67,500.00 760.000 68,40 138 CRASH CUSHION, SAND FILLED EA 425.0000 5,950.00 14.000 5,95 139 REUSABLE CRASH CUSHION EA 41,000.0000 41,000.00 1.000 41,00 140 CONCRETE BARRIER (TYPE 60MC MODIFIED) LF 660.0000 62,700.00 95.000 62,70 141 CONCRETE BARRIER (TYPE 60MD) LF 220.0000 15,840.00 72.000 15,84 142 CONCRETE BARRIER (TYPE 60MF MOD) LF 1,430.0000 127,270.00 89.000 127,27 143 CONCRETE BARRIER (TYPE 60MS) LF 390.0000 15,600.00 46.000 17,94 144 CONCRETE BARRIER (TYPE 60R) LF 780.0000 148,200.00 190.000 148,20 145 ANCHOR BLOCK MODIFIED EA 8,100.0000 8,100.00 1.000 8,10 146 CONCRETE BARRIER TRANSITION LF 640.0000 5,760.00 9.000 5,76 (F) 147 REMOVE GUARDRAIL LF 12.0000 792.00 75.000 90 148 REMOVE CONCRETE BARRIER LF 75.0000 17,250.00 230.000 17,25 149 THERMOPLASTIC PAVEMENT MARKING SQFT 15.0000 5,550.00 388.000 5,82 (ENHANCED WET NIGHT VISIBILITY) 150 PAINT TRAFFIC STRIPE (2-COAT) LF 2.0000 7,000.00 2,896.000 5,79 151 PAINT PAVEMENT MARKING (2-COAT) SQFT 15.0000 3,900.00 210.000 3,15 152 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 12,380.00 2,761.000 5,52 (ENHANCED WET NIGHT VISIBILITY) 153 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 1,650.00 485.000 1,45 (ENHANCED WET NIGHT VISIBILITY) 154 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 16,900.00 6,691.000 13,38 155 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 2,720.00 203.000 1,62 156 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,00 SYSTEM ELEMENTS DURING CONSTRUCTION 157 MODIFYING RAMP METERING SYSTEMS LS 56,000.0000 56,000.00 1.000 56,00 1PROGRAM CAS145 PAGE DATE 01/09/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A771 TIME 10:14 AM ESTIMATE NO. 03 BID OPENING 01/20/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/27/2 R.E. NAME: PERNG, REBECCA DATE OF THIS ESTIMATE 01/09/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 158 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 159 SURFACING MOVEMENT MONITORING PROGRAM LS 20,000.0000 20,000.00 1.000 20,00 160 32" PERMANENT STEEL CASING LF 550.0000 33,550.00 61.000 33,55 161 80" PERMANENT STEEL CASING LF 1,800.0000 75,600.00 42.170 75,90 162 32" CAST-IN-DRILLED-HOLE CONCRETE LF 275.0000 17,325.00 63.000 17,32 PILING 163 80" CAST-IN-DRILLED-HOLE CONCRETE LF 1,750.0000 77,000.00 44.000 77,00 PILING 164 36" ALTERNATIVE PIPE CULVERT LF 250.0000 45,000.00 196.900 49,22 165 48" ALTERNATIVE PIPE CULVERT LF 350.0000 31,150.00 52.700 18,44 166 TRASH BARRIER RACK EA 5,000.0000 30,000.00 0.000 167 EBMUD SEWER POTHOLING LS 25,000.0000 25,000.00 1.000 25,00 168 VIBRATION MONITORING LS 25,000.0000 25,000.00 1.000 25,00 169 SEWER VIDEO SURVEY LS 15,000.0000 15,000.00 1.000 15,00 1PROGRAM CAS145 PAGE DATE 01/09/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A771 TIME 10:14 AM ESTIMATE NO. 03 BID OPENING 01/20/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/27/2 R.E. NAME: PERNG, REBECCA DATE OF THIS ESTIMATE 01/09/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 19,291,143.2 0 ADJUSTMENT OF COMPENSATION 129,872.50 604,547.1 0 EXTRA WORK 9,046.20 2,013,337.4 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 138,918.70 21,909,027.8 0170 MOBILIZATION LS 2,000,000.0000 2,000,000.00 1.000 2,000,00 0 ORIGINAL CONTRACT AMOUNT 21,046,290.00 0 TOTAL WORK COMPLETED 138,918.70 23,909,027.8 0 MATERIALS ON HAND ON SITE 0.0 0 DEDUCTIONS 0.00 -24,500.0 0 TOTAL 138,918.70 23,884,527.8 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 0 05/13/21 380 07/06/21 07/06/21 07/27/23 444 73 0 0 100% 100% 0 PERNG, REBECCA RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 01/09/24 TIME 10:14 AM P R O J E C T S T A T U S RESIDENT ENGINEER: PERNG, REBECCA 04-0A7714 04-ALA-80-6.4/6.6 IN ALAMEDA COUNTY IN AND NEAR BERKELEY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.1 MILE SOUTH OF GILMAN STREET UNDERCROSSING 0 ORIGINAL REVISED CONTRACTOR'S BID AMOUNT 21,046,290.00 21,046,290.00 SUPPL. WORK & CONTINGENCIES 1,432,610.00 3,157,513.67 CONSTRUCTION ALLOTMENT 21,046,290.00 24,203,803.67 STATE FURNISHED MAT'L. & EXPENSE 361,600.00 181,696.33 TOTAL ALLOTMENT 22,840,500.00 24,385,500.00 0 --------------------------------------------------------------------------- ALLOTMENT CHANGES SFM&E ALLOTMENT TOTAL ALLOTMENT 0 PREVIOUS -179,903.67 1,545,000.00 THIS MONTH 0.00 0.00 TO DATE -179,903.67 1,545,000.00 --------------------------------------------------------------------------- 0 CONTRACTOR'S BID AMOUNT 21,046,290.00 0 APPROVED CONTRACT CHANGE ORDERS 3,260,566.02 EXTRA WORK 2,291,571.24 ADJ. OF COMP 610,163.08 ITEM CHANGES 358,831.70 0 ITEM BALANCES -113,978.43 FINAL AND QUANTITY -113,978.43 SYSTEM GENERATED 0.00 0 CCO BALANCES -283,849.76 FINAL -283,849.76 SYSTEM GENERATED 0.00 0 AUTHORIZED FINAL COST 23,909,027.83 0 AUTHORIZED CONTINGENCY BALANCE 294,775.84 0 ANTICIPATED CHANGES 0.00 CONTRACT ITEMS 0.00 C.C.O. 0.00 UNDISTRIBUTED 0.00 0 ESTIMATED FINAL COST 23,909,027.83 0 ESTIMATED FINAL CONTINGENCY BALANCE 294,775.84 0 WORK COMPLETED THIS ESTIMA 138,918.70 CONTRACT APPROVED 05/13/21 WORK STARTED 07/06/21 TOTAL WORK COMPLETED TO DA 23,909,027.83 EST. COMPLETION DATE 07/27/23 0 JOB COMPLETED ON 07/27/23. 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 01/05/24 EST. NO. 007 TIME 03:46 PM R.E. NAME: KHAN, ARIF 04-0Y5004 --------------------------------------------------------------------------- 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 0158 5,619.23 E.W. @ F.A.(+) 110223 N 0146.0 0159 1,560.50 110323 N 0148.0 0160 5,992.20 110923 N 0149.0 0161 2,379.80 111323 N 0150.0 0162 3,760.53 112123 N 0151.0 0163 11,026.64 112223 N 0152.0 0164 7,802.51 120123 N 0153.0 38,141.41 TOTAL THIS ESTIMATE 895,271.58 TOTAL PREVIOUS ESTIMATE 933,412.99 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 01/05/24 EST. NO. 007 TIME 03:46 PM R.E. NAME: KHAN, ARIF 04-0Y5004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/05/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Y5004 TIME 03:46 PM ESTIMATE NO. 007 BID OPENING 01/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/01/23 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 01/05/24 LOCATION RERUN PROGRESS ESTIMATE 04-SCL-280-2.9 ----------------------- O.C. JONES & SONS, INC. IN SAN JOSE, SANTA CLARA COUNTY, 1520 FOURTH ST. NEAR ROUTE 87 BERKELEY, CA 94710 REPAIR/REPLACE DAMAGED PUMP DIR'S ORDER EMERGENCY F.A. FED. AID NO. N O N E REPAIR/REPLACE DAMAGED PUMP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 REPAIR/REPLACE DAMAGED PUMP (BOND) LS 6,095.0000 6,095.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 01/05/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Y5004 TIME 03:46 PM ESTIMATE NO. 007 BID OPENING 01/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/01/23 R.E. NAME: KHAN, ARIF DATE OF THIS ESTIMATE 01/05/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 0.00 0.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 38,141.41 933,412.99 SUBTOTAL AMOUNT EARNED 38,141.41 933,412.99 ORIGINAL CONTRACT AMOUNT 6,095.00 TOTAL WORK COMPLETED 38,141.41 933,412.99 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 38,141.41 933,412.99 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 03/03/22 150 03/04/22 03/04/22 07/01/24 130 255 0 0 67% 87% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PROGRESS IS SATISFACTORY KHAN, ARIF RESIDENT ENGINEER