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 08/21/23 EST. NO. 008 TIME 05:01 PM R.E. NAME: DAVID ABLEDU 10-1N5704 --------------------------------------------------------------------------- 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 08/21/23 EST. NO. 008 TIME 05:01 PM R.E. NAME: DAVID ABLEDU 10-1N5704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 008 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1N5704 TIME 05:01 PM ESTIMATE NO. 008 BID OPENING 06/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 08/21/23 LOCATION PROGRESS ESTIMATE 10-SJ-5-R13.0/R13.0 ----------------- 10-SJ-205-R13.1/R13.1 TRUESDELL CORPORATION OF IN SAN JOAQUIN COUNTY IN AND NEAR CALIFORNIA, INC. LATHROP ON ROUTE 5 AT PARADISE CUT 1310 W 23RD STREET; BRIDGE (NORTHBOUND) AND ON ROUTE TEMPE AZ 85282 205 AT E205-N5 CONNECTOR RAMP FED. AID NO. N O N E BRIDGE PREVENTATIVE MAINTENANCE. ------------------------------------------------------------------------------------------------------------------------------------ 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 750.0000 750.00 0.100 75.00 1.000 750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 800.0000 64,000.00 10.000 8,000.00 80.000 64,000 004 CONSTRUCTION AREA SIGNS LS 6,200.0000 6,200.00 0.900 5,580 005 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 0.050 5,500.00 1.000 110,000 006 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,350.0000 48,600.00 5.000 6,750.00 40.000 54,000 007 PORTABLE RADAR SPEED FEEDBACK SIGN EA 34.0000 2,720.00 5.000 170.00 80.000 2,720 SYSTEM DAY 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 8,000.0000 8,000.00 0.050 400.00 1.000 8,000 009 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.050 250.00 1.000 5,000 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,000.0000 5,000.00 0.050 250.00 1.000 5,000 011 TEMPORARY DRAINAGE INLET PROTECTION EA 465.0000 1,395.00 3.000 1,395 012 TEMPORARY FIBER ROLL LF 4.7500 9,500.00 2,000.000 9,500 013 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 1.000 2,500 014 ASBESTOS COMPLIANCE PLAN LS 7,000.0000 7,000.00 1.000 7,000 015 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.7000 5,670.00 2,100.000 5,670 STRIPE (HAZARDOUS WASTE) 016 TREATED WOOD WASTE LB 0.4000 472.00 1,600.000 640 017 HOT MIX ASPHALT (TYPE A) TON 590.0000 177,000.00 279.000 164,610 018 HIGH FRICTION SURFACE TREATMENT SQYD 69.0000 55,200.00 800.000 55,200.00 800.000 55,200 019 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 110.0000 8,910.00 81.000 8,910 020 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 65.0000 9,750.00 150.000 9,750 021 TACK COAT TON 1,100.0000 1,210.00 1.100 1,210 022 REMOVE ASPHALT CONCRETE DIKE LF 10.5000 2,520.00 240.000 2,520 PROGRAM CAS145 PAGE 2 DATE 08/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1N5704 TIME 05:01 PM ESTIMATE NO. 008 BID OPENING 06/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 08/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 18.7500 41,250.00 2,246.550 42,122 024 GRIND EXISTING BRIDGE DECK SQYD 33.0000 28,083.00 1,091.000 36,003 025 TEMPORARY DECKING LS 1,800.0000 1,800.00 1.000 1,800.00 1.000 1,800 026 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 4,600.0000 13,800.00 3.000 13,800.00 3.000 13,800 (F) 027 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,100.0000 365,400.00 174.000 365,400 (TYPE R) 028 PAVING NOTCH EXTENSION CF 205.0000 16,810.00 0.000 0 029 CLEAN EXPANSION JOINT LF 35.0000 5,915.00 169.000 5,915 030 JOINT SEAL (MR 1/2") LF 34.0000 7,616.00 224.000 7,616 031 JOINT SEAL ASSEMBLY (MR 3") LF 575.0000 31,625.00 55.000 31,625.00 55.000 31,625 032 BAR REINFORCING STEEL (BRIDGE) LB 4.0000 2,272.00 568.000 2,272 (F) 033 PUBLIC SAFETY PLAN LS 6,200.0000 6,200.00 0.950 5,890 034 RAPID SETTING CONCRETE (PATCH) CF 20.0000 7,560.00 298.300 5,966 035 REMOVE UNSOUND CONCRETE CF 65.0000 24,570.00 314.900 20,468 036 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3500 18,867.10 53,906.000 18,867 037 FURNISH POLYESTER CONCRETE OVERLAY CF 103.0000 524,167.00 4,449.000 458,247 038 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.2000 118,593.20 53,906.000 118,593 (F) 039 BRIDGE REMOVAL (PORTION) LS 47,000.0000 47,000.00 1.000 47,000.00 1.000 47,000 040 GALVANIC ANODES EA 39.0000 11,037.00 151.000 5,889 041 PRE/POST CONSTRUCTION SURVEYS EA 500.0000 1,000.00 0.000 0 042 REMOVE PAVEMENT MARKER EA 1.0500 147.00 147.000 154 043 DELINEATOR (CLASS 2) EA 51.0000 255.00 3.000 153 044 GUARD RAILING DELINEATOR EA 20.5000 246.00 13.000 266 045 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.1500 539.50 0.000 0 046 RELOCATE ROADSIDE SIGN (WOOD POST) EA 620.0000 1,240.00 2.000 1,240 047 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 60.0000 9,000.00 150.000 9,000 048 VEGETATION CONTROL (MINOR CONCRETE) SQYD 95.0000 12,350.00 130.000 12,350 049 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,200.0000 4,200.00 1.000 4,200 PROGRAM CAS145 PAGE 3 DATE 08/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1N5704 TIME 05:01 PM ESTIMATE NO. 008 BID OPENING 06/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 08/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE GUARDRAIL LF 9.5000 798.00 84.000 798 051 THERMOPLASTIC PAVEMENT MARKING SQFT 10.3000 1,339.00 130.000 1,339.00 130.000 1,339 (ENHANCED WET NIGHT VISIBILITY) 052 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0500 3,239.00 1,580.000 3,239.00 1,580.000 3,239 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 053 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.1000 6,758.00 2,180.000 6,758.00 2,180.000 6,758 (ENHANCED WET NIGHT VISIBILITY) 054 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 4,575.00 4,000.000 3,000 055 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 7.2000 604.80 84.000 604 056 12" RUMBLE STRIP STA 1,750.0000 14,000.00 8.000 14,000.00 8.000 14,000 (ASPHALT CONCRETE PAVEMENT) 057 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.2500 16,747.50 2,030.000 16,747.50 2,030.000 16,747 (WARRANTY) 058 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.7500 10,057.50 1,490.000 10,057.50 1,490.000 10,057 (WARRANTY) (BROKEN 36-12) 059 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,910.0000 1,910.00 0.050 95.50 0.950 1,814 SYSTEM ELEMENTS DURING CONSTRUCTION 060 MODIFYING TRAFFIC MONITORING STATIONS LS 24,000.0000 24,000.00 1.000 24,000.00 1.000 24,000 PROGRAM CAS145 PAGE 4 DATE 08/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1N5704 TIME 05:01 PM ESTIMATE NO. 008 BID OPENING 06/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 08/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 247,056.50 1,826,151.76 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 247,056.50 1,826,151.76 061 MOBILIZATION LS 147,100.4000 147,100.40 1.000 147,100 ORIGINAL CONTRACT AMOUNT 2,069,069.00 TOTAL WORK COMPLETED 247,056.50 1,973,252.16 MATERIALS ON HAND ON SITE 4,273.07 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 237,056.50 1,967,525.23 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 08/05/22 80 00/00/00 00/00/00 09/20/23 80 40 0 0 93% 100% PROGRESS IS SATISFACTORY DAVID ABLEDU RESIDENT ENGINEER