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 05/22/24 EST. NO. 011 TIME 12:45 PM R.E. NAME: WU, ADRIAN 12-0Q2704 --------------------------------------------------------------------------- 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 0087 5,242.14 E.W. @ F.A.(+) 020924 N 720770 0088 5,137.64 031424 N 552450 0089 1,870.13 031524 N 522460 0090 934.18 040124 N 720900 0091 2,142.49 051724 N 522480 15,326.58 TOTAL THIS ESTIMATE 25,067.55 TOTAL PREVIOUS ESTIMATE 40,394.13 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 05/22/24 EST. NO. 011 TIME 12:45 PM R.E. NAME: WU, ADRIAN 12-0Q2704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM 4401 CY 2023 -10,000.00 009 CEM 4401 CY 2023 10,000.00 011 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0Q2704 TIME 12:45 PM ESTIMATE NO. 011 BID OPENING 10/04/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 05/22/24 LOCATION PROGRESS ESTIMATE 12-ORA-57-22.0/22.0 ----------------- GRIFFITH COMPANY IN ORANGE COUNTY NEAR BREA, AT 3050 EAST BIRCH STREET; TONER CANYON ROAD UNDERCROSSING BREA CA 92821 FED. AID NO. ACNH-P057(72)E STORM WATER MITIGATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,200.0000 4,200.00 1.000 4,200 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 28,000.0000 28,000.00 1.000 28,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 520.0000 130,000.00 46.000 23,920.00 241.000 125,320 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 12,000.00 2.000 4,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 12,500.0000 12,500.00 1.000 12,500 007 TRAFFIC CONTROL SYSTEM LS 208,185.0000 208,185.00 1.000 208,185 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 1.000 20,000 009 TEMPORARY RAILING (TYPE K) LF 85.0000 30,600.00 360.000 30,600 010 TEMPORARY CRASH CUSHION EA 11,000.0000 11,000.00 1.000 11,000 011 JOB SITE MANAGEMENT LS 12,000.0000 12,000.00 1.000 12,000 012 PREPARE STORM WATER POLLUTION PREVENTION LS 2,200.0000 2,200.00 1.000 2,200 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 22,500.00 0.000 0 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 350.0000 7,000.00 0.000 0 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 016 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 5,950.00 17.000 5,950 017 TEMPORARY FIBER ROLL LF 4.7500 5,510.00 1,450.000 6,887 018 TEMPORARY GRAVEL BAG BERM LF 14.0000 33,460.00 2,186.000 30,604 019 TEMPORARY SILT FENCE LF 5.5000 5,995.00 1,090.000 5,995 020 TEMPORARY CONSTRUCTION ENTRANCE EA 12,000.0000 12,000.00 1.000 12,000 021 STREET SWEEPING LS 10,000.0000 10,000.00 0.080 800.00 1.000 10,000 022 HANDLING AND DISPOSAL OF TYPE TPH SOIL CY 50.0000 250,000.00 100.000 5,000.00 3,766.000 188,300 PROGRAM CAS145 PAGE 2 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0Q2704 TIME 12:45 PM ESTIMATE NO. 011 BID OPENING 10/04/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 6.0000 21,000.00 3,500.000 21,000 024 TEMPORARY HIGH-VISIBILITY FENCE LF 6.5000 11,375.00 1,750.000 11,375 025 CLEARING AND GRUBBING (LS) LS 60,000.0000 60,000.00 1.000 60,000 026 BONDED FIBER MATRIX (SQFT) SQFT 0.4600 17,480.00 38,000.000 17,480.00 38,000.000 17,480 027 REMOVE ASPHALT CONCRETE DIKE LF 16.0000 6,240.00 399.000 6,384 028 JOINTED PLAIN CONCRETE PAVEMENT CY 488.0000 287,920.00 605.000 295,240 029 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,650.0000 36,300.00 22.000 36,300 PILE (SIGN FOUNDATION) 030 STRUCTURAL CONCRETE CY 740.0000 59,200.00 72.000 53,280 031 BAR REINFORCING STEEL LB 3.0000 15,450.00 5,150.000 15,450 032 FURNISH SIGN STRUCTURE (TRUSS) LB 7.2500 97,875.00 13,500.000 97,875 033 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 6,750.00 13,500.000 6,750 034 REMOVE SIGN STRUCTURE (EA) EA 7,000.0000 7,000.00 1.000 7,000 035 ROADWAY EXCAVATION (DETENTION BASIN) CY 21.5000 275,200.00 12,800.000 275,200 036 8" PLASTIC PIPE (SCHEDULE 40) LF 220.0000 26,400.00 120.000 26,400 (SUPPLY LINE) (DETENTION BASIN) 037 CLASS 2 AGGREGATE BASE (DETENTION BASIN) CY 63.0000 57,330.00 910.000 57,330 038 MINOR CONCRETE (MINOR STRUCTURE) CY 2,200.0000 110,000.00 51.600 113,520 (DETENTION BASIN) 039 24" REINFORCED CONCRETE PIPE LF 300.0000 96,000.00 320.000 96,000 (DETENTION BASIN) 040 24" CORRUGATED STEEL PIPE (0.109" THICK) LF 275.0000 1,375.00 5.000 1,375 (DETENTION BASIN) 041 48" CORRUGATED STEEL PIPE RISER LF 1,100.0000 7,700.00 7.000 7,700 (0.109" THICK) (DETENTION BASIN) 042 24" CONCRETE FLARED END SECTION EA 4,500.0000 4,500.00 1.000 4,500 (DETENTION BASIN) 043 ROCK SLOPE PROTECTION CY 425.0000 4,250.00 10.000 4,250 (300 LB, CLASS IV,METHOD B) (CY) (DETENTION BASIN) 044 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 145.0000 2,175.00 15.000 2,175 (DETENTION BASIN) 045 MISCELLANEOUS METAL (DETENTION BASIN) LB 17.0000 6,970.00 410.000 6,970 046 MAINTENANCE DRAIN VALVE (DETENTION EA 4,500.0000 4,500.00 1.000 4,500 BASIN) 047 GEOMEMBRANE (WATER BARRIER) SQYD 5.5000 4,235.00 770.000 4,235 048 REMOVE CULVERT (LF) LF 83.0000 29,050.00 350.000 29,050 PROGRAM CAS145 PAGE 3 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0Q2704 TIME 12:45 PM ESTIMATE NO. 011 BID OPENING 10/04/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 CHAIN LINK FENCE (TYPE CL-6) LF 150.0000 6,000.00 40.000 6,000 050 10' CHAIN LINK GATE (TYPE CL-6) EA 2,100.0000 4,200.00 2.000 4,200 051 REMOVE PAVEMENT MARKER EA 2.0000 680.00 340.000 680 052 DELINEATOR (CLASS 1) EA 55.0000 1,650.00 30.000 1,650 053 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 3,400.00 365.000 3,650 054 TREATMENT BEST MANAGEMENT EA 425.0000 425.00 1.000 425 PRACTICE MARKER 055 OBJECT MARKER EA 80.0000 80.00 1.000 80 056 REMOVE MARKER EA 50.0000 100.00 2.000 100 057 REMOVE ROADSIDE SIGN EA 200.0000 2,400.00 12.000 2,400 058 REMOVE ROADSIDE SIGN EA 65.0000 65.00 1.000 65 (STRAP AND SADDLE BRACKET METHOD) 059 REMOVE ROADSIDE SIGN PANEL EA 45.0000 90.00 2.000 90 060 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 40.0000 7,200.00 180.000 7,200 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 3,230.00 190.000 3,230 (0.063"-UNFRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 3,060.00 170.000 3,060 (0.080"-UNFRAMED) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 41.0000 2,911.00 71.000 2,911 (0.063"-FRAMED) 064 ROADSIDE SIGN - ONE POST EA 150.0000 3,000.00 20.000 3,000 065 ROADSIDE SIGN - TWO POST EA 220.0000 660.00 3.000 660 066 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 83.0000 83.00 1.000 83 METHOD) 067 INSTALL ROADSIDE SIGN PANEL ON EA 138.0000 414.00 3.000 414 EXISTING POST 068 CONCRETE BARRIER (TYPE 60MS) LF 420.0000 92,400.00 225.000 94,500 069 CONCRETE BARRIER (TYPE 836B) LF 850.0000 42,500.00 62.000 52,700 070 REMOVE SINGLE METAL BEAM BARRIER LF 36.0000 3,096.00 86.000 3,096 071 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 9,200.00 915.000 9,150 (ENHANCED WET NIGHT VISIBILITY) 072 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 1,260.00 620.000 1,240 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 073 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 8,900.00 5,243.000 10,486 (ENHANCED WET NIGHT VISIBILITY) 074 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 3,450.00 1,150.000 3,450 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 4 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0Q2704 TIME 12:45 PM ESTIMATE NO. 011 BID OPENING 10/04/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,720.00 5,385.000 5,385 076 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 1,380.00 794.000 1,191 077 MODIFYING LIGHTING SYSTEMS LS 380,000.0000 380,000.00 0.956 363,280 PROGRAM CAS145 PAGE 5 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0Q2704 TIME 12:45 PM ESTIMATE NO. 011 BID OPENING 10/04/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 47,200.00 2,565,456.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 15,326.58 40,394.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 62,526.58 2,605,850.63 078 MOBILIZATION LS 260,000.0000 260,000.00 1.000 260,000 ORIGINAL CONTRACT AMOUNT 2,932,929.00 TOTAL WORK COMPLETED 62,526.58 2,865,850.63 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 72,526.58 2,865,850.63 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 11/18/22 250 05/17/23 05/17/23 07/31/24 226 27 24 0 96% 82% PROGRESS IS SATISFACTORY WU, ADRIAN RESIDENT ENGINEER