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 12/27/19 EST. NO. 004 TIME 10:56 AM R.E. NAME: DANIEL CHAPA 06-0U1604 --------------------------------------------------------------------------- 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 12/27/19 EST. NO. 004 TIME 10:56 AM R.E. NAME: DANIEL CHAPA 06-0U1604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-4401 -10,000.00 004 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 002 MISSING PAYROLL -10,000.00 003 REC'D PAYROLL EST.02 10,000.00 003 MISSING PAYROLL -10,000.00 004 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -20,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 12/27/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U1604 TIME 10:56 AM ESTIMATE NO. 004 BID OPENING 03/21/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: DANIEL CHAPA DATE OF THIS ESTIMATE 12/27/19 LOCATION PROGRESS ESTIMATE 06-FRE-41-22.0/R22.6 ----------------- AMERICAN CIVIL CONSTRUCTORS IN FRESNO AT THE SOUTH FRESNO WEST COAST LLC VIADUCT 2990 BAY VISTA COURT, SUITE D BENICIA CA 94510 FED. AID NO. N O N E DECK OVERLAY AND JOINT SEALS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.100 900.00 1.000 9,000 003 TRAFFIC CONTROL SYSTEM LS 190,000.0000 190,000.00 0.100 19,000.00 1.000 190,000 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 75,000.0000 75,000.00 0.100 7,500.00 1.000 75,000 005 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.100 500.00 1.000 5,000 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 1.000 1,000 007 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 2,000.00 20.000 2,000 008 STREET SWEEPING LS 29,999.9000 29,999.90 1.000 29,999 009 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 1.000 7,500 010 ASBESTOS COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.000 0 011 HOT MIX ASPHALT (TYPE A) TON 2,000.0000 54,000.00 7.000 14,000.00 34.000 68,000 012 TACK COAT TON 8,000.0000 800.00 0.100 800 013 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 55.0000 24,750.00 480.000 26,400 014 GRIND EXISTING BRIDGE DECK SQYD 15.0000 7,200.00 480.000 7,200 015 TEMPORARY DECKING LS 30,000.0000 30,000.00 1.000 30,000 016 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 3,000.0000 84,000.00 28.000 84,000 (F) 017 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,200.0000 272,800.00 112.660 247,852 (TYPE R) 018 DRILL AND BOND DOWEL LF 30.0000 13,830.00 461.000 13,830 019 CLEAN EXPANSION JOINT LF 15.0000 15,615.00 1,013.000 15,195 020 JOINT SEAL (MR 1/2") LF 25.0000 2,700.00 111.000 2,775 021 BONDED JOINT SEAL (MR 1 1/2") LF 60.0000 9,960.00 164.000 9,840 022 BONDED JOINT SEAL (MR 2") LF 60.0000 18,600.00 296.000 17,760 PROGRAM CAS145 PAGE 2 DATE 12/27/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U1604 TIME 10:56 AM ESTIMATE NO. 004 BID OPENING 03/21/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: DANIEL CHAPA DATE OF THIS ESTIMATE 12/27/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 260.0000 118,820.00 58.500 15,210.00 457.000 118,820 024 BAR REINFORCING STEEL (BRIDGE) LB 3.0000 15,510.00 5,170.000 15,510 (F) 025 PUBLIC SAFETY PLAN LS 14,860.0000 14,860.00 1.000 14,860 026 RAPID SETTING CONCRETE (PATCH) CF 15.0000 45,390.00 0.000 0 027 REMOVE UNSOUND CONCRETE CF 90.0000 272,340.00 1,656.150 149,053 028 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 60,765.50 243,062.000 60,765 029 FURNISH POLYESTER CONCRETE OVERLAY CF 83.0000 2,017,398.00 22,243.820 1,846,237 030 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.2500 303,827.50 243,062.000 303,827 (F) 031 REMOVE CHIP SEAL SQFT 0.5500 131,308.10 238,742.000 131,308 032 BRIDGE REMOVAL (PORTION) LS 200,000.0000 200,000.00 0.020 4,000.00 1.000 200,000 033 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.6500 2,046.00 170.000 790.50 443.000 2,059 034 THERMOPLASTIC PAVEMENT MARKING SQFT 35.0000 1,470.00 7.000 245.00 42.000 1,470 (ENHANCED WET NIGHT VISIBILITY) 035 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 5,661.00 4,493.000 3,819.05 7,133.000 6,063 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 036 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 9,295.00 4,542.000 4,996.20 9,038.000 9,941 (ENHANCED WET NIGHT VISIBILITY) 037 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 3,960.00 538.000 1,183.60 1,438.000 3,163 (ENHANCED WET NIGHT VISIBILITY) 038 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 2,106.00 1,150.000 2,070 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 3 DATE 12/27/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U1604 TIME 10:56 AM ESTIMATE NO. 004 BID OPENING 03/21/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: DANIEL CHAPA DATE OF THIS ESTIMATE 12/27/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 72,144.35 3,711,301.96 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 4,793.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 72,144.35 3,716,095.69 039 MOBILIZATION LS 450,000.0000 450,000.00 1.000 450,000 ORIGINAL CONTRACT AMOUNT 4,514,512.00 TOTAL WORK COMPLETED 72,144.35 4,166,095.69 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -20,000.00 -30,000.00 TOTAL 52,144.35 4,136,095.69 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 04/22/19 60 09/06/19 09/16/19 12/20/19 40 46 0 0 89% 67% PROGRESS IS SATISFACTORY DANIEL CHAPA RESIDENT ENGINEER PROGRAM CAS145 DATE 12/27/19