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 04/21/25 EST. NO. 006 TIME 03:51 PM R.E. NAME: DAVID ABLEDU 10-1P7204 --------------------------------------------------------------------------- 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 04/21/25 EST. NO. 006 TIME 03:51 PM R.E. NAME: DAVID ABLEDU 10-1P7204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1P7204 TIME 03:51 PM ESTIMATE NO. 006 BID OPENING 04/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 04/21/25 LOCATION PROGRESS ESTIMATE 10-SJ-5-R19.6/R24.0 ----------------- MYERS & SONS CONSTRUCTION, LLC SAN JOAQUIN COUNTY IN AND NEAR STOCKTON AT 45 MORRISON AVE VARIOUS LOCATIONS FROM ROTH ROAD SACRAMENTO CA 95838 UNDERCROSSING TO WALKER SLOUGH BRIDGE FED. AID NO. N O N E POLYESTER CONCRETE OVERLAY, STRUCTURAL CON ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,600.0000 338,000.00 18.000 46,800.00 115.000 299,000 003 CONSTRUCTION AREA SIGNS LS 12,300.0000 12,300.00 0.130 1,599.00 0.880 10,824 004 TRAFFIC CONTROL SYSTEM LS 330,000.0000 330,000.00 0.130 42,900.00 0.880 290,400 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 450.0000 22,500.00 5.000 2,250 006 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 200.0000 20,000.00 13.000 2,600.00 88.000 17,600 SYSTEM 007 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 4,000.0000 4,000.00 1.000 4,000 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 35,000.0000 35,000.00 0.460 16,100.00 0.880 30,800 009 TEMPORARY AUTOMATED END OF QUEUE WARNING DAY 850.0000 17,850.00 0.000 0 SYSTEM (TYPE 1) 010 END OF QUEUE MONITORING AND WARNING WITH EA 1,350.0000 28,350.00 0.000 0 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 011 JOB SITE MANAGEMENT LS 3,817.0000 3,817.00 0.130 496.21 0.880 3,358 012 WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 0.130 325.00 0.880 2,200 013 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 3,600.00 18.000 3,600 014 TEMPORARY SILT FENCE LF 25.0000 4,500.00 180.000 4,500 015 STREET SWEEPING LS 5,000.0000 5,000.00 0.130 650.00 0.880 4,400 016 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 1.000 7,500 017 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 018 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 5.0000 13,050.00 2,300.000 11,500 STRIPE (HAZARDOUS WASTE) 019 ASBESTOS SURVEYING, SAMPLING AND LS 20,000.0000 20,000.00 1.000 20,000 ANALYSIS 020 STRUCTURE BACKFILL (SLURRY CEMENT) CY 530.0000 20,140.00 38.000 20,140 (F) 021 HOT MIX ASPHALT (TYPE A) TON 325.0000 237,250.00 557.490 181,184.25 557.490 181,184 PROGRAM CAS145 PAGE 2 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1P7204 TIME 03:51 PM ESTIMATE NO. 006 BID OPENING 04/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 TACK COAT TON 650.0000 715.00 0.000 0 023 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 51,000.00 4,250.000 51,000.00 4,250.000 51,000 024 GRIND EXISTING BRIDGE DECK SQYD 49.0000 82,124.00 1,676.000 82,124 025 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,515.0000 1,861,935.00 1,272.630 1,928,034 R) 026 PAVING NOTCH EXTENSION CF 245.0000 133,280.00 544.000 133,280 027 CLEAN EXPANSION JOINT LF 48.0000 19,824.00 330.000 15,840 028 JOINT SEAL (MR 1") LF 78.0000 43,524.00 550.000 42,900 029 JOINT SEAL (MR 1 1/2") LF 145.0000 30,450.00 210.000 30,450 030 BONDED JOINT SEAL (MR 2") LF 115.0000 45,540.00 396.000 45,540 031 PUBLIC SAFETY PLAN LS 6,000.0000 6,000.00 1.000 6,000 032 RAPID SETTING CONCRETE (PATCH) CF 460.0000 23,920.00 85.490 39,325 033 REPAIR SPALLED SURFACE AREA SQFT 655.0000 19,650.00 10.000 6,550 034 REMOVE MULTILAYER POLYMER OVERLAY SQFT 2.2500 17,325.00 7,700.000 17,325 035 REMOVE UNSOUND CONCRETE CF 775.0000 40,300.00 85.490 66,254 036 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 54,790.00 109,580.000 54,790 037 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 876,560.00 10,034.000 802,720 038 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.0000 547,900.00 109,580.000 547,900 (F) 039 REMOVE CHIP SEAL SQFT 2.5000 28,990.00 11,596.000 28,990 040 ACCESS OPENING, SOFFIT (MODIFIED) EA 12,000.0000 48,000.00 4.000 48,000 041 BRIDGE REMOVAL (PORTION) LS 9,000.0000 9,000.00 1.000 9,000 042 GALVANIC ANODES EA 90.0000 7,560.00 43.000 3,870 043 MINOR CONCRETE (SIDEWALK) CY 5,000.0000 1,500.00 0.300 1,500 044 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 300.0000 900.00 3.000 900 045 RECONSTRUCT SURVEY MONUMENT EA 1,700.0000 8,500.00 2.000 3,400.00 2.000 3,400 046 REMOVE PAVEMENT MARKER EA 1.0000 230.00 230.000 230 047 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 1,380.00 230.000 1,380.00 230.000 1,380 048 CONCRETE BARRIER (PORTION) LF 2,000.0000 3,000.00 1.500 3,000 PROGRAM CAS145 PAGE 3 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1P7204 TIME 03:51 PM ESTIMATE NO. 006 BID OPENING 04/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 6" THERMOPLASTIC TRAFFIC STRIPE LF 7.0000 10,710.00 1,479.000 10,353.00 1,479.000 10,353 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 050 6" THERMOPLASTIC TRAFFIC STRIPE LF 15.0000 19,650.00 1,310.000 19,650.00 1,310.000 19,650 (ENHANCED WET NIGHT VISIBILITY) 051 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 9,086.00 3,560.000 7,832 052 12" RUMBLE STRIP (ASPHALT CONCRETE STA 1,115.0000 15,610.00 14.000 15,610.00 14.000 15,610 PAVEMENT) 053 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 17.0000 66,810.00 3,930.000 66,810.00 3,930.000 66,810 (WARRANTY) 054 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.0000 36,240.00 4,270.000 34,160.00 4,270.000 34,160 (WARRANTY) (BROKEN 36-12) 055 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 0.630 15,750.00 0.880 22,000 SYSTEM ELEMENTS DURING CONSTRUCTION 056 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 057 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 0.000 0 MEETING 058 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS PROGRAM CAS145 PAGE 4 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1P7204 TIME 03:51 PM ESTIMATE NO. 006 BID OPENING 04/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 510,767.46 5,067,475.81 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 510,767.46 5,067,475.81 059 MOBILIZATION LS 580,000.0000 580,000.00 1.000 580,000 ORIGINAL CONTRACT AMOUNT 5,869,860.00 TOTAL WORK COMPLETED 510,767.46 5,647,475.81 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 510,767.46 5,647,475.81 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 06/05/24 130 08/12/24 08/12/24 05/22/25 115 33 0 0 94% 88% PROGRESS IS SATISFACTORY DAVID ABLEDU RESIDENT ENGINEER