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 10/21/22 EST. NO. 020 TIME 02:07 PM R.E. NAME: CHAN, PERRY 04-2J7204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 10/21/22 EST. NO. 020 TIME 02:07 PM R.E. NAME: CHAN, PERRY 04-2J7204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE SCHEDULE & BMP -50,978.78 008 LATE SCHEDULE & BMP 50,978.78 009 LATE CPM SCHEDULE -10,000.00 010 JAN CPM ACCEPTED 10,000.00 012 LATE CPM SCHEDULE -10,000.00 012 FEB CPM ACCEPTED 10,000.00 013 SWPPP ISSUES -100,000.00 018 SWPPP ISSUES RESOLVE 100,000.00 020 100,000.00 0.00 TOTAL DEDUCTIONS 100,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J7204 TIME 02:07 PM ESTIMATE NO. 020 BID OPENING 02/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: CHAN, PERRY DATE OF THIS ESTIMATE 10/21/22 LOCATION RERUN PROGRESS ESTIMATE 04-CC-580-0.9/1.5 ----------------------- GORDON N. BALL, INC. IN RICHMOND, AT STEGE DRAIN RIDGE 333 CAMILLE AVENUE; NO. 28-0091. ALAMO CA 94507 FED. AID NO. ACIM-5802(368)E BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 250,000.00 23.000 23,000.00 234.000 234,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 36,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 4.000 800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.100 2,000.00 0.900 18,000 007 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.100 15,000.00 0.900 135,000 008 TYPE III BARRICADE EA 120.0000 720.00 3.000 360.00 12.000 1,440 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3500 35,350.00 72,896.000 25,513 010 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 2,160.00 81.000 3,240 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 150.0000 32,100.00 32.000 4,800.00 475.000 71,250 SYSTEM DAY 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.200 4,000.00 0.700 14,000 013 TEMPORARY RAILING (TYPE K) LF 10.0000 315,000.00 26,640.000 266,400 014 TEMPORARY CRASH CUSHION MODULE EA 200.0000 16,800.00 0.000 0 015 TEMPORARY ALTERNATIVE CRASH EA 4,000.0000 68,000.00 12.000 48,000 CUSHION 016 TEMPORARY TRAFFIC SCREEN LF 2.0000 43,400.00 10,340.000 20,680 017 TEMPORARY RADAR SPEED FEEDBACK EA 4,000.0000 24,000.00 2.000 8,000 SIGN SYSTEM 018 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 0.100 10,000.00 0.900 90,000 019 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.900 4,500 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 45,000.00 10.000 5,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 7,200.00 0.000 0 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J7204 TIME 02:07 PM ESTIMATE NO. 020 BID OPENING 02/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: CHAN, PERRY DATE OF THIS ESTIMATE 10/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 3,400.00 0.000 0 (BONDED FIBER MATRIX) 024 TEMPORARY CHECK DAM LF 12.0000 1,080.00 65.000 780 025 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 400.00 4.000 400 026 TEMPORARY FIBER ROLL LF 3.0000 20,100.00 3,418.000 10,254 027 TEMPORARY REINFORCED SILT FENCE LF 12.0000 29,160.00 1,388.000 16,656 028 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 1,000.00 1.000 1,000 029 TEMPORARY CONSTRUCTION ROADWAY SQYD 100.0000 4,000.00 0.000 0 030 STREET SWEEPING LS 5,000.0000 5,000.00 0.150 750.00 0.800 4,000 031 TEMPORARY ACTIVE TREATMENT SYSTEM LS 30,000.0000 30,000.00 0.000 0 032 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 0.150 150.00 0.810 810 033 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 100.0000 27,500.00 1.000 100 034 WATER QUALITY MONITORING REPORT EA 100.0000 1,400.00 1.000 100 035 WATER QUALITY ANNUAL REPORT EA 600.0000 1,200.00 0.000 0 036 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 5,600.00 4,326.000 4,326 STRIPE (HAZARDOUS WASTE) 037 TREATED WOOD WASTE LB 0.7500 6,757.50 9,660.000 7,245.00 9,660.000 7,245 038 NOISE MONITORING LS 2,000.0000 2,000.00 0.100 200.00 0.900 1,800 039 TEMPORARY HIGH-VISIBILITY FENCE LF 3.0000 4,170.00 1,000.000 3,000 040 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 0.400 40,000.00 0.900 90,000 041 ROADWAY EXCAVATION CY 60.0000 259,800.00 236.000 14,160.00 4,430.000 265,800 042 STRUCTURE EXCAVATION (TYPE D) CY 150.0000 96,000.00 10.000 1,500.00 640.000 96,000 (F) 043 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 10,400.00 34.000 3,400.00 104.000 10,400 (F) 044 LEAN CONCRETE BACKFILL CY 150.0000 4,500.00 10.000 1,500.00 30.000 4,500 (F) 045 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 1,600.00 0.000 0 046 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.6000 1,020.00 0.000 0 047 HYDROMULCH SQFT 0.0600 3,114.00 0.000 0 048 FIBER ROLLS LF 4.0000 1,200.00 0.000 0 049 HYDROSEED SQFT 0.1500 7,785.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J7204 TIME 02:07 PM ESTIMATE NO. 020 BID OPENING 02/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: CHAN, PERRY DATE OF THIS ESTIMATE 10/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COMPOST (CY) CY 50.0000 8,000.00 0.000 0 051 INCORPORATE MATERIALS SQFT 0.0700 2,835.00 0.000 0 052 CLASS 2 AGGREGATE BASE (CY) CY 75.0000 39,000.00 558.000 41,850 053 ASPHALT TREATED PERMEABLE BASE CY 225.0000 47,250.00 178.000 40,050 054 PRIME COAT TON 1,000.0000 11,000.00 5.330 5,330 055 HOT MIX ASPHALT (TYPE A) TON 110.0000 801,900.00 6,843.970 752,836 056 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 150.0000 487,500.00 0.000 0 057 DATA CORE LS 2,000.0000 2,000.00 0.000 0 058 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.0000 2,760.00 105.000 1,260 059 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 12.0000 3,960.00 50.000 600 060 TACK COAT TON 1,000.0000 21,000.00 1.930 1,930 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 96,300.00 0.000 0 062 FURNISH STEEL PILING (PP 18 X 0.750) LF 130.0000 521,820.00 4,014.000 521,820 063 DRIVE STEEL PILE (PP 18 X 0.750) EA 9,200.0000 478,400.00 52.000 478,400 064 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 110,000.00 71.000 35,500.00 220.000 110,000 (F) 065 STRUCTURAL CONCRETE, BRIDGE CY 1,400.0000 107,800.00 25.000 35,000.00 77.000 107,800 (F) 066 STRUCTURAL CONCRETE, BRIDGE CY 1,300.0000 149,500.00 33.000 42,900.00 111.000 144,300 (F) (POLYMER FIBER) 067 STRUCTURAL CONCRETE, APPROACH SLAB CY 800.0000 311,200.00 247.000 197,600.00 377.000 301,600 (F) (TYPE N) 068 DRILL AND BOND DOWEL LF 40.0000 9,680.00 80.000 3,200.00 242.000 9,680 069 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 65.0000 402,220.00 2,228.000 144,820.00 6,188.000 402,220 SLAB 070 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 3,000.0000 99,000.00 11.000 33,000.00 33.000 99,000 UNIT 071 JOINT SEAL (MR 1/2") LF 65.0000 17,810.00 0.000 0 072 BAR REINFORCING STEEL (EPOXY COATED) LB 2.0000 126,558.00 13,149.000 26,298.00 63,279.000 126,558 (F) (BRIDGE) 073 HEADED BAR REINFORCEMENT EA 120.0000 4,800.00 20.000 2,400.00 40.000 4,800 (F) 074 BRIDGE REMOVAL (PORTION) LS 280,000.0000 280,000.00 1.000 280,000 075 BIORETENTION CY 150.0000 79,500.00 362.000 54,300.00 362.000 54,300 076 4" PLASTIC PIPE (EDGE DRAIN) LF 10.0000 21,100.00 1,859.000 18,590 PROGRAM CAS145 PAGE 4 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J7204 TIME 02:07 PM ESTIMATE NO. 020 BID OPENING 02/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: CHAN, PERRY DATE OF THIS ESTIMATE 10/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 4" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 35.0000 10,150.00 107.000 3,745 078 GEOMEMBRANE (WATER BARRIER) SQYD 8.0000 800.00 100.000 800.00 100.000 800 079 ADJUST INLET EA 3,000.0000 24,000.00 4.000 12,000 080 CAP INLET EA 2,000.0000 16,000.00 8.000 16,000 081 MINOR CONCRETE (MISCELLANEOUS CY 1,000.0000 4,700.00 0.000 0 CONSTRUCTION) 082 REMOVE CONCRETE CURB (LF) LF 10.0000 2,000.00 100.000 1,000 083 MISCELLANEOUS IRON AND STEEL LB 2.0000 5,216.00 1,304.000 2,608.00 1,304.000 2,608 (F) 084 PREPARE AND PAINT CONCRETE SQFT 100.0000 1,300.00 0.000 0 085 TEMPORARY MOUSE-PROOF BARRIER LF 20.0000 9,400.00 670.000 13,400 086 REMOVE PAVEMENT MARKER EA 1.0000 1,400.00 1,032.000 1,032 087 GUARD RAILING DELINEATOR EA 25.0000 350.00 0.000 0 088 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 3,220.00 0.000 0 089 OBJECT MARKER (TYPE P) EA 75.0000 300.00 0.000 0 090 OBJECT MARKER (TYPE L-1) EA 50.0000 100.00 0.000 0 091 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 45.0000 12,150.00 0.000 0 092 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 25.0000 10,750.00 275.000 6,875 093 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 135.0000 14,850.00 100.000 13,500 094 VEGETATION CONTROL (MINOR CONCRETE) SQYD 135.0000 43,200.00 88.000 11,880 095 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 15,000.00 1.000 5,000 096 END CAP (TYPE A) EA 250.0000 250.00 1.000 250 097 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 2,000.00 1.000 2,000 098 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 15,000.00 1.000 5,000 099 CONCRETE BARRIER (TYPE 60MG) LF 150.0000 354,000.00 0.000 0 100 CONCRETE BARRIER (TYPE 60MGF) LF 420.0000 109,200.00 0.000 0 101 CONCRETE BARRIER (TYPE 60MGA LF 180.0000 18,900.00 0.000 0 MODIFIED) 102 CONCRETE BARRIER TRANSITION LF 300.0000 24,000.00 0.000 0 (F) 103 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 400.0000 61,600.00 85.000 34,000.00 154.000 61,600 (F) PROGRAM CAS145 PAGE 5 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J7204 TIME 02:07 PM ESTIMATE NO. 020 BID OPENING 02/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: CHAN, PERRY DATE OF THIS ESTIMATE 10/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE GUARDRAIL LF 10.0000 6,500.00 650.000 6,500 105 REMOVE CONCRETE BARRIER LF 20.0000 49,800.00 2,800.000 56,000 106 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,480.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 107 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 116.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 108 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 5,525.00 0.000 0 109 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 8,960.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 110 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,750.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 111 REMOVE PAINTED TRAFFIC STRIPE LF 0.2500 5,525.00 0.000 0 112 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 5,670.00 6,117.000 1,835 113 CONTRAST STRIPE PAINT (1-COAT) LF 1.0000 740.00 0.000 0 114 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 115 MODIFYING LIGHTING SYSTEMS LS 115,000.0000 115,000.00 0.220 25,300.00 0.800 92,000 116 MODIFYING TRAFFIC MONITORING STATIONS LS 100,000.0000 100,000.00 0.350 35,000.00 0.900 90,000 PROGRAM CAS145 PAGE 6 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J7204 TIME 02:07 PM ESTIMATE NO. 020 BID OPENING 02/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: CHAN, PERRY DATE OF THIS ESTIMATE 10/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 800,791.00 5,379,694.40 ADJUSTMENT OF COMPENSATION 0.00 23,241.35 EXTRA WORK 0.00 219,201.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 800,791.00 5,622,137.34 117 MOBILIZATION LS 790,000.0000 790,000.00 1.000 790,000 ORIGINAL CONTRACT AMOUNT 7,921,711.50 TOTAL WORK COMPLETED 800,791.00 6,412,137.34 MATERIALS ON HAND ON SITE -144,820.00 8,395.04 DEDUCTIONS 100,000.00 0.00 TOTAL 755,971.00 6,420,532.38 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 03/11/21 220 03/29/21 03/29/21 08/11/23 234 168 0 0 77% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H CHAN, PERRY RESIDENT ENGINEER