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 10/18/19 EST. NO. 002 TIME 02:58 PM 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 10/18/19 EST. NO. 002 TIME 02:58 PM R.E. NAME: DANIEL CHAPA 06-0U1604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 002 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U1604 TIME 02:58 PM ESTIMATE NO. 002 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 10/20/19 R.E. NAME: DANIEL CHAPA DATE OF THIS ESTIMATE 10/18/19 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 0.058 174.00 0.583 1,749 002 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.047 423.00 0.767 6,903 003 TRAFFIC CONTROL SYSTEM LS 190,000.0000 190,000.00 0.233 44,270.00 0.333 63,270 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 75,000.0000 75,000.00 0.093 6,975.00 0.463 34,725 005 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.233 1,165.00 0.333 1,665 006 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 4.000 400.00 4.000 400 008 STREET SWEEPING LS 29,999.9000 29,999.90 0.233 6,989.98 0.333 9,989 009 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.000 0 010 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 13.500 27,000.00 13.500 27,000 012 TACK COAT TON 8,000.0000 800.00 0.050 400.00 0.050 400 013 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 55.0000 24,750.00 240.000 13,200.00 240.000 13,200 014 GRIND EXISTING BRIDGE DECK SQYD 15.0000 7,200.00 480.000 7,200 015 TEMPORARY DECKING LS 30,000.0000 30,000.00 0.470 14,100.00 0.470 14,100 016 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 3,000.0000 84,000.00 13.700 41,100.00 13.700 41,100 (F) 017 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,200.0000 272,800.00 112.660 247,852.00 112.660 247,852 (TYPE R) 018 DRILL AND BOND DOWEL LF 30.0000 13,830.00 225.870 6,776.10 225.870 6,776 019 CLEAN EXPANSION JOINT LF 15.0000 15,615.00 450.210 6,753.15 450.210 6,753 020 JOINT SEAL (MR 1/2") LF 25.0000 2,700.00 25.000 625.00 25.000 625 021 BONDED JOINT SEAL (MR 1 1/2") LF 60.0000 9,960.00 72.000 4,320.00 72.000 4,320 022 BONDED JOINT SEAL (MR 2") LF 60.0000 18,600.00 132.000 7,920.00 132.000 7,920 PROGRAM CAS145 PAGE 2 DATE 10/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U1604 TIME 02:58 PM ESTIMATE NO. 002 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 10/20/19 R.E. NAME: DANIEL CHAPA DATE OF THIS ESTIMATE 10/18/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 118,820.00 222.000 57,720.00 222.000 57,720 024 BAR REINFORCING STEEL (BRIDGE) LB 3.0000 15,510.00 2,585.000 7,755.00 2,585.000 7,755 (F) 025 PUBLIC SAFETY PLAN LS 14,860.0000 14,860.00 0.058 861.88 0.583 8,663 026 RAPID SETTING CONCRETE (PATCH) CF 15.0000 45,390.00 0.000 0 027 REMOVE UNSOUND CONCRETE CF 90.0000 272,340.00 893.340 80,400.60 893.340 80,400 028 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 60,765.50 115,682.000 28,920.50 115,682.000 28,920 029 FURNISH POLYESTER CONCRETE OVERLAY CF 83.0000 2,017,398.00 10,910.220 905,548.26 10,910.220 905,548 030 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.2500 303,827.50 115,682.000 144,602.50 115,682.000 144,602 (F) 031 REMOVE CHIP SEAL SQFT 0.5500 131,308.10 4,182.000 2,300.10 238,742.000 131,308 032 BRIDGE REMOVAL (PORTION) LS 200,000.0000 200,000.00 0.580 116,000.00 0.580 116,000 033 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.6500 2,046.00 273.000 1,269.45 273.000 1,269 034 THERMOPLASTIC PAVEMENT MARKING SQFT 35.0000 1,470.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 035 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 5,661.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 036 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 9,295.00 7,136.000 7,849.60 7,136.000 7,849 (ENHANCED WET NIGHT VISIBILITY) 037 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 3,960.00 900.000 1,980.00 900.000 1,980 (ENHANCED WET NIGHT VISIBILITY) 038 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 2,106.00 1,150.000 2,070.00 1,150.000 2,070 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 3 DATE 10/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U1604 TIME 02:58 PM ESTIMATE NO. 002 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 10/20/19 R.E. NAME: DANIEL CHAPA DATE OF THIS ESTIMATE 10/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,787,721.12 1,991,035.61 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 4,793.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,787,721.12 1,995,829.34 039 MOBILIZATION LS 450,000.0000 450,000.00 0.450 202,500.00 0.950 427,500 ORIGINAL CONTRACT AMOUNT 4,514,512.00 TOTAL WORK COMPLETED 1,990,221.12 2,423,329.34 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 1,980,221.12 2,413,329.34 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 11/14/19 20 25 0 0 52% 33% PROGRESS IS SATISFACTORY DANIEL CHAPA RESIDENT ENGINEER PROGRAM CAS145 DATE 10/18/19