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 07/24/23 EST. NO. 001 TIME 07:00 PM R.E. NAME: DAVID ABLEDU 10-1P5404 --------------------------------------------------------------------------- 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 07/24/23 EST. NO. 001 TIME 07:00 PM R.E. NAME: DAVID ABLEDU 10-1P5404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1P5404 TIME 07:00 PM ESTIMATE NO. 001 BID OPENING 02/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 07/24/23 LOCATION PROGRESS ESTIMATE 10-SJ-5-R16.2/R23.9 ----------------- O.C. JONES & SONS, INC. SAN JOAQUIN COUNTY IN AND NEAR LATHROP AND 1520 FOURTH STREET STOCKTON AT VARIOUS LOCATIONS FROM 0.3 BERKELEY CA 94710 MILE SOUTH OF LOUISE AVENUE UNDERCROSSING TO WALKER SLOUGH BRIDGE FED. AID NO. N O N E COLD PLANE ASPHALT CONCRETE PAVEMENT AND R ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,200.0000 2,200.00 1.000 2,200.00 1.000 2,200 002 TIME-RELATED OVERHEAD (WDAY) WDAY 684.0000 30,780.00 9.000 6,156.00 9.000 6,156 003 CONSTRUCTION AREA SIGNS LS 23,500.0000 23,500.00 0.700 16,450.00 0.700 16,450 004 TRAFFIC CONTROL SYSTEM LS 129,000.0000 129,000.00 0.200 25,800.00 0.200 25,800 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,150.0000 12,650.00 5.000 5,750.00 5.000 5,750 006 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 3,500.0000 3,500.00 0.500 1,750.00 0.500 1,750 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,500.0000 6,500.00 0.200 1,300.00 0.200 1,300 008 JOB SITE MANAGEMENT LS 5,400.0000 5,400.00 0.200 1,080.00 0.200 1,080 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.200 200.00 0.200 200 010 TEMPORARY DRAINAGE INLET PROTECTION EA 190.0000 3,990.00 22.000 4,180.00 22.000 4,180 011 TEMPORARY FIBER ROLL LF 4.6600 66,638.00 13,963.000 65,067.58 13,963.000 65,067 012 STREET SWEEPING LS 40,000.0000 40,000.00 0.000 0 013 SHOULDER BACKING TON 68.0000 85,000.00 0.000 0 014 SAND COVER (SEAL) TON 125.0000 6,000.00 0.000 0 015 MODIFIED ASPHALT BINDER (SEAL COAT) TON 1,000.0000 28,000.00 0.000 0 016 ASPHALTIC EMULSION (FOG SEAL COAT) TON 2,500.0000 10,250.00 0.000 0 017 PRECOATED AGGREGATE (SEAL COAT) TON 472.0000 99,120.00 0.000 0 018 HOT MIX ASPHALT (TYPE A) TON 107.0000 1,026,130.00 5,590.000 598,130.00 5,590.000 598,130 019 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.4000 1,008.00 0.000 0 020 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.4000 28,560.00 0.000 0 021 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.4000 1,992.00 0.000 0 022 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 85.0000 595.00 0.000 0 AREA) PROGRAM CAS145 PAGE 2 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1P5404 TIME 07:00 PM ESTIMATE NO. 001 BID OPENING 02/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TACK COAT TON 1,055.0000 27,430.00 10.000 10,550.00 10.000 10,550 024 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 13,200.00 6,600.000 6,600.00 6,600.000 6,600 025 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 109,000.00 27,250.000 54,500.00 27,250.000 54,500 026 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 125.0000 1,250.00 0.000 0 027 DETECTABLE WARNING SURFACE SQFT 45.0000 6,750.00 0.000 0 028 REMOVE DELINEATOR EA 5.0000 235.00 0.000 0 029 DELINEATOR (CLASS 1) EA 45.0000 2,115.00 0.000 0 030 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 8,450.00 0.000 0 031 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 6.0000 26,280.00 0.000 0 WET NIGHT VISIBILITY) 032 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 033 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 744.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 034 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 30,840.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 035 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 4,040.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 036 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 5.5000 12,375.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 037 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 14,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 038 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,551.0000 2,551.00 0.200 510.20 0.200 510 SYSTEM ELEMENTS DURING CONSTRUCTION 039 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 62,806.0000 62,806.00 0.200 12,561.20 0.200 12,561 040 MODIFYING TRAFFIC MONITORING STATIONS LS 49,234.0000 49,234.00 0.000 0 041 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,384.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) PROGRAM CAS145 PAGE 3 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1P5404 TIME 07:00 PM ESTIMATE NO. 001 BID OPENING 02/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 812,784.98 812,784.98 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 812,784.98 812,784.98 ORIGINAL CONTRACT AMOUNT 1,985,997.00 TOTAL WORK COMPLETED 812,784.98 812,784.98 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 812,784.98 812,784.98 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 04/07/23 45 07/10/23 07/10/23 09/11/23 9 0 0 0 41% 20% PROGRESS IS SATISFACTORY DAVID ABLEDU RESIDENT ENGINEER