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 10/18/24 EST. NO. 004 TIME 10:50 AM R.E. NAME: AUNG, PHONE 04-0Y8304 --------------------------------------------------------------------------- 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 10/18/24 EST. NO. 004 TIME 10:50 AM R.E. NAME: AUNG, PHONE 04-0Y8304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Y8304 TIME 10:50 AM ESTIMATE NO. 004 BID OPENING 02/27/24 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: AUNG, PHONE DATE OF THIS ESTIMATE 10/18/24 LOCATION PROGRESS ESTIMATE 04-VAR ----------------- MYERS & SONS CONSTRUCTION, LLC SAN MATEO COUNTY AT VARIOUS LOCATIONS 45 MORRISON AVE SACRAMENTO CA 95838 FED. AID NO. N O N E PLACE POLYESTER CONCRETE OVERLAY AND CONST ------------------------------------------------------------------------------------------------------------------------------------ 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 2,900.0000 246,500.00 12.000 34,800.00 80.000 232,000 003 CONSTRUCTION AREA SIGNS LS 27,000.0000 27,000.00 1.000 27,000 004 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 350.0000 21,700.00 62.000 21,700 006 PORTABLE RADAR SPEED FEEDBACK SIGN EA 175.0000 10,850.00 62.000 10,850 SYSTEM DAY 007 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 2,125.0000 17,000.00 8.000 17,000 008 JOB SITE MANAGEMENT LS 1,705.2500 1,705.25 1.000 1,705 009 WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 1.000 1,500 010 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 1,800.00 10.000 1,800 011 TEMPORARY GRAVEL BAG BERM LF 21.0000 3,360.00 160.000 3,360 012 STREET SWEEPING LS 2,500.0000 2,500.00 1.000 2,500 013 TEMPORARY CONCRETE WASHOUT LS 4,000.0000 4,000.00 1.000 4,000 014 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 15.0000 11,400.00 760.000 11,400 STRIPE (HAZARDOUS WASTE) 015 TREATED WOOD WASTE LB 0.3000 108.00 360.000 108 016 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 495.0000 495.00 1.000 495 017 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0300 2,781.00 2,700.000 2,781 018 HYDROMULCH SQFT 0.6000 1,620.00 2,700.000 1,620 019 FIBER ROLLS LF 9.2500 703.00 76.000 703 020 HYDROSEED SQFT 1.1500 3,105.00 2,700.000 3,105 021 COMPOST (CY) CY 236.2500 4,016.25 17.000 4,016 022 HOT MIX ASPHALT (TYPE A) TON 673.0000 63,935.00 102.000 68,646 PROGRAM CAS145 PAGE 2 DATE 10/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Y8304 TIME 10:50 AM ESTIMATE NO. 004 BID OPENING 02/27/24 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: AUNG, PHONE DATE OF THIS ESTIMATE 10/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 180.0000 5,940.00 33.000 5,940 024 TACK COAT TON 2,000.0000 800.00 0.400 800 025 REMOVE ASPHALT CONCRETE DIKE LF 50.0000 1,650.00 33.000 1,650 026 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.7500 14,805.00 940.000 14,805 027 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,900.0000 372,400.00 187.810 356,839 R) 028 PAVING NOTCH EXTENSION CF 275.0000 26,400.00 169.500 46,612 029 CLEAN EXPANSION JOINT LF 100.0000 60,100.00 601.000 60,100 030 JOINT SEAL (MR 1/2") LF 97.0000 29,585.00 305.000 29,585 031 JOINT SEAL (MR 1") LF 152.0000 41,952.00 276.000 41,952 032 JOINT SEAL (TYPE AL) LF 77.0000 9,240.00 120.000 9,240 033 BONDED JOINT SEAL (MR 1 1/2") LF 470.0000 13,160.00 28.000 13,160 034 PUBLIC SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000 035 RAPID SETTING CONCRETE (PATCH) CF 185.0000 16,650.00 67.500 12,487 036 REPAIR SPALLED SURFACE AREA (FIBER SQFT 55.0000 13,750.00 250.000 13,750 REINFORCED FILLER) 037 REMOVE UNSOUND CONCRETE CF 225.0000 20,250.00 67.500 15,187 038 POLYESTER CONCRETE EXPANSION DAM CF 410.0000 27,880.00 68.000 27,880 039 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 16,785.00 33,570.000 16,785 040 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 251,775.00 3,521.000 264,075 041 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.0000 167,850.00 33,570.000 167,850 (F) 042 REPLACE ACCESS DOOR EA 8,500.0000 17,000.00 2.000 17,000.00 2.000 17,000 043 PAINT BRIDGE IDENTIFICATION EA 500.0000 1,000.00 2.000 1,000 044 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 256.0000 16,896.00 66.000 16,896 (.079" THICK) 045 REMOVE CULVERT (LF) LF 100.0000 6,600.00 66.000 6,600 046 MINOR CONCRETE (SIDEWALK) CY 5,500.0000 8,250.00 1.500 8,250 047 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 400.0000 2,800.00 7.000 2,800 048 REMOVE PAVEMENT MARKER EA 5.0000 850.00 170.000 850 049 PAVEMENT MARKER (RETROREFLECTIVE) EA 50.0000 3,000.00 76.000 3,800 PROGRAM CAS145 PAGE 3 DATE 10/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Y8304 TIME 10:50 AM ESTIMATE NO. 004 BID OPENING 02/27/24 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: AUNG, PHONE DATE OF THIS ESTIMATE 10/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ROADSIDE SIGN (WOOD POST) EA 82.5000 330.00 4.000 330 051 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 350.0000 350.00 1.000 350 BRACKET METHOD) 052 REMOVE ROADSIDE SIGN PANEL EA 350.0000 350.00 1.000 350 053 REMOVE SIGN PANEL FROM STRUCTURE EA 910.0000 1,820.00 2.000 1,820 054 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 739.50 51.000 739 (0.063"-UNFRAMED) 055 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,104.00 69.000 1,104 (0.080"-UNFRAMED) 056 ROADSIDE SIGN - ONE POST EA 350.0000 2,100.00 6.000 2,100 057 INSTALL SIGN PANEL ON EXISTING STRUCTURE EA 1,300.0000 2,600.00 2.000 2,600 (EA) 058 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 500.0000 500.00 1.000 500 POST 059 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 8.0000 10,400.00 986.000 7,888.00 986.000 7,888 060 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 21.0000 31,920.00 1,700.000 35,700 (WARRANTY) 061 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.0000 16,800.00 2,553.000 20,424 (WARRANTY) (BROKEN 36-12) PROGRAM CAS145 PAGE 4 DATE 10/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Y8304 TIME 10:50 AM ESTIMATE NO. 004 BID OPENING 02/27/24 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: AUNG, PHONE DATE OF THIS ESTIMATE 10/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 59,688.00 1,803,589.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 59,688.00 1,803,589.50 062 MOBILIZATION LS 199,900.0000 199,900.00 1.000 199,900 ORIGINAL CONTRACT AMOUNT 1,999,860.00 TOTAL WORK COMPLETED 59,688.00 2,003,489.50 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 59,688.00 2,003,489.50 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 05/16/24 85 00/00/00 06/03/24 11/01/24 80 17 0 0 98% 94% PROGRESS IS SATISFACTORY AUNG, PHONE RESIDENT ENGINEER