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 10/16/24 EST. NO. 003 TIME 04:52 PM R.E. NAME: DIKE, EDDIE 04-3W5204 --------------------------------------------------------------------------- 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 10/16/24 EST. NO. 003 TIME 04:52 PM R.E. NAME: DIKE, EDDIE 04-3W5204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3W5204 TIME 04:52 PM ESTIMATE NO. 003 BID OPENING 01/09/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/24 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 10/16/24 LOCATION PROGRESS ESTIMATE 04-VAR ----------------- MYERS & SONS CONSTRUCTION, LLC ALAMEDA COUNTY AT VARIOUS LOCATIONS 45 MORRISON AVE SACRAMENTO CA 95838 FED. AID NO. N O N E PLACE POLYESTER CONCRETE OVERLAY AND REPLA ------------------------------------------------------------------------------------------------------------------------------------ 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 1,375.0000 233,750.00 47.000 64,625.00 136.000 187,000 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 0.000 0 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 31,000.0000 31,000.00 0.050 1,550.00 0.800 24,800 006 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.700 175,000.00 0.800 200,000 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 320.0000 38,400.00 25.000 8,000.00 96.000 30,720 008 PORTABLE RADAR SPEED FEEDBACK SIGN EA 60.0000 17,160.00 73.000 4,380.00 230.000 13,800 SYSTEM DAY 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 9,000.0000 9,000.00 0.700 6,300.00 0.800 7,200 010 JOB SITE MANAGEMENT LS 1,817.0000 1,817.00 0.700 1,271.90 0.800 1,453 011 WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 1.000 1,500 012 STREET SWEEPING LS 5,000.0000 5,000.00 0.700 3,500.00 0.800 4,000 013 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 0.250 750.00 0.800 2,400 014 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 7.0000 20,090.00 1,924.000 13,468 STRIPE (HAZARDOUS WASTE) 015 NOISE MONITORING LS 1,500.0000 1,500.00 0.050 75.00 0.800 1,200 016 HOT MIX ASPHALT (TYPE A) TON 722.0000 166,060.00 128.300 92,632.60 128.300 92,632 017 TACK COAT TON 2,000.0000 2,200.00 0.590 1,180.00 0.590 1,180 018 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.8500 40,893.00 1,415.000 22,427.75 1,415.000 22,427 019 GRIND EXISTING BRIDGE DECK SQYD 39.0000 106,314.00 2,357.000 91,923 020 CLEAN EXPANSION JOINT LF 28.0000 43,624.00 779.000 21,812 021 JOINT SEAL (MR 1/2") LF 79.0000 9,164.00 0.000 0 022 JOINT SEAL (MR 1") LF 89.0000 78,676.00 275.000 24,475.00 275.000 24,475 PROGRAM CAS145 PAGE 2 DATE 10/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3W5204 TIME 04:52 PM ESTIMATE NO. 003 BID OPENING 01/09/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/24 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 10/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 BONDED JOINT SEAL (MR 1") LF 81.0000 45,198.00 200.000 16,200.00 200.000 16,200 024 PUBLIC SAFETY PLAN LS 12,000.0000 12,000.00 1.000 12,000 025 RAPID SETTING CONCRETE (PATCH) CF 140.0000 66,080.00 32.130 4,498 026 REMOVE UNSOUND CONCRETE CF 170.0000 80,240.00 32.130 5,462 027 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 46,884.50 152,979.000 38,244 028 FURNISH POLYESTER CONCRETE OVERLAY CF 78.0000 1,463,046.00 2,876.400 224,359.20 19,724.900 1,538,542 029 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.7500 703,267.50 152,979.000 573,671 (F) 030 PAINT BRIDGE IDENTIFICATION EA 500.0000 1,000.00 2.000 1,000 031 REMOVE PAVEMENT MARKER EA 5.0000 1,550.00 165.000 825 032 PAVEMENT MARKER (RETROREFLECTIVE) EA 25.0000 7,750.00 245.000 6,125.00 245.000 6,125 033 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 40.0000 6,400.00 131.000 5,240.00 131.000 5,240 WET NIGHT VISIBILITY) 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.5000 25,445.00 4,515.470 15,804 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 25.0000 4,000.00 84.000 2,100 036 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 15.0000 57,150.00 2,169.000 32,535.00 2,169.000 32,535 037 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 18.0000 82,980.00 3,561.000 64,098.00 3,561.000 64,098 (WARRANTY) 038 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.0000 2,400.00 0.000 0 (WARRANTY) (BROKEN 17-7) 039 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.0000 33,100.00 5,004.000 25,020.00 5,004.000 25,020 (WARRANTY) (BROKEN 36-12) 040 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 22.0000 19,360.00 1,602.200 35,248.40 1,602.200 35,248 (WARRANTY) PROGRAM CAS145 PAGE 3 DATE 10/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3W5204 TIME 04:52 PM ESTIMATE NO. 003 BID OPENING 01/09/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/24 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 10/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 814,992.85 3,121,106.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 814,992.85 3,121,106.00 041 MOBILIZATION LS 412,500.0000 412,500.00 1.000 412,500 ORIGINAL CONTRACT AMOUNT 4,143,999.00 TOTAL WORK COMPLETED 814,992.85 3,533,606.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 814,992.85 3,533,606.00 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 03/13/24 170 05/07/24 05/07/24 01/16/25 116 0 0 0 83% 68% PROGRESS IS SATISFACTORY DIKE, EDDIE RESIDENT ENGINEER