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 07/23/13 EST. NO.18 TIME 01:07 PM R.E. NAME: FAYAD, HASSAN 07-253504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0002 3,167.44 E.W. @ F.A.(+) 032813 N 20 0 0004 8,035.06 040313 N 23-2 0 0006 11,032.32 051213 N 66 0 0007 2,830.65 051413 N 67 0 0008 2,145.00 051513 N 68 0 0010 3,297.12 051613 N 69-2 0 002 0002 5,172.29 E.W. @ F.A.(+) 030513 N 12 0 0006 1,287.64 031213 N 16 0 014 0003 6,458.22 E.W. @ F.A.(+) 022813 N 9 0 015 0008 731.98 E.W. @ F.A.(+) 012313 N 004 0 0011 11,695.05 121012 N 016 0 0027 9,313.26 012313 N 027 0 0044 1,501.39 120912 N 24 0 0045 1,501.39 121012 N 25 0 0046 1,501.39 121112 N 26 0 0050 2,753.05 013113 N 30 0 0051 1,169.51 020113 N 31 0 0054 1,508.56 061312 N 34 0 0055 1,508.56 062712 N 35 0 0056 1,442.56 071712 N 36 0 0057 1,508.56 071912 N 38 0 0058 1,442.56 072212 N 39 0 0059 1,442.56 072312 N 40 0 0060 1,442.56 072412 N 41 0 0061 1,508.56 072512 N 42 0 0062 1,442.56 072912 N 43 0 0063 1,508.56 073012 N 44 0 0064 1,442.56 073112 N 45 0 0065 7,980.02 080712 N 46 0 0066 1,337.48 080812 N 47 0 99,108.42 TOTAL THIS ESTIMATE 1,149,871.34 TOTAL PREVIOUS ESTIMATE 1,248,979.76 TOTAL TO DATE 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 07/23/13 EST. NO.18 TIME 01:07 PM R.E. NAME: FAYAD, HASSAN 07-253504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPENING 072612 -9,000.00 07 LATE REOPENING 1105 -9,000.00 10 LATE OPENING 032013 -12,000.00 15 0.00 -30,000.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -6,000.00 10 GIVE BACK LCV DEDUCT 3,000.00 12 MISS PAYROLLS 3,000.00 17 0.00 0.00 TOTAL DEDUCTIONS 0.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-253504 TIME 01:07 PM ESTIMATE NO. 18 BID OPENING 09/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 07/23/13 LOCATION PROGRESS ESTIMATE 07-LA-5-6.8/11.6 ----------------- FBD VANGUARD CONSTRUCTION INC LOS ANGELES COUNTY IN DOWNEY FROM 651 ENTERPRISE CT ROUTE 5/605 TO WASHINGTON BLVD LIVERMORE CA 94550 UNDERCROSSING FED. AID NO. HSIM-G005(295)4E REPLACE BEAM WITH TYPE 60 BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.250 2,500.00 1.000 10,000 002 TIME-RELATED OVERHEAD LS 5,000.0000 5,000.00 1.000 5,000 003 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 004 PREPARE STORM WATER POLLUTION LS 10,700.0000 10,700.00 1.000 10,700 PREVENTION PLAN 005 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 1.000 3,000 006 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 8,000.00 19.000 3,800.00 40.000 8,000 007 STREET SWEEPING LS 40,000.0000 40,000.00 1.000 40,000 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 1.000 10,000 009 RAIN EVENT ACTION PLAN EA 500.0000 1,000.00 0.000 0 010 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 945.0000 18,900.00 0.000 0 012 CONSTRUCTION AREA SIGNS LS 13,500.0000 13,500.00 1.000 13,500 013 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 1.000 500,000 014 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,200.00 24.000 1,200 015 TEMPORARY RAILING (TYPE K) LF 15.0000 771,000.00 51,400.000 771,000 016 TEMPORARY CRASH CUSHION MODULE EA 500.0000 14,000.00 51.000 25,500 017 REMOVE YELLOW THERMOPLASTIC PAVEMENT LF 0.4200 22,302.00 53,090.000 22,297 MARKING (HAZARDOUS WASTE) 018 REMOVE METAL BEAM GUARD RAILING LF 7.2500 7,975.00 1,080.920 7,836 019 REMOVE DOUBLE METAL BEAM BARRIER LF 6.2500 108,125.00 17,317.590 108,234 020 REMOVE PAINTED TRAFFIC STRIPE LF 0.3700 37,666.00 111,393.000 41,215 021 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 42,476.00 104,133.000 38,529 022 REMOVE PAVEMENT MARKER EA 0.5300 19,398.00 33,517.000 17,764 PROGRAM CAS145 PAGE 2 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-253504 TIME 01:07 PM ESTIMATE NO. 18 BID OPENING 09/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CURB LF 3.0000 13,524.00 4,508.000 13,524 024 REMOVE PIPE LF 24.0000 63,360.00 2,637.000 63,288 025 REMOVE INLET EA 500.0000 17,000.00 34.000 17,000 026 REMOVE CONCRETE PAVEMENT SQYD 15.0000 72,000.00 1,308.350 19,625 027 REMOVE CONCRETE DECK SURFACE SQFT 2.0000 8,046.00 0.000 0 028 SALVAGE METAL BEAM BARRIER LF 7.6200 17,175.48 2,247.760 17,127 029 REMOVE CONCRETE CURB LF 3.8000 135,660.00 34,986.860 132,950 030 REMOVE CONCRETE BARRIER LF 25.8000 136,740.00 5,254.980 135,578 031 REMOVE UNSOUND CONCRETE CF 100.0000 9,400.00 0.000 0 032 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.1000 9,855.30 4,775.720 10,029 033 ROADWAY EXCAVATION CY 29.7200 588,456.00 18,719.240 556,335 034 LEAD COMPLIANCE PLAN LS 8,900.0000 8,900.00 1.000 8,900 035 CLASS 3 AGGREGATE BASE CY 48.0000 284,640.00 5,842.180 280,424 036 LEAN CONCRETE BASE CY 155.0000 657,200.00 4,168.060 646,049 037 HOT MIX ASPHALT (TYPE B) TON 800.0000 12,000.00 0.810 648.00 20.810 16,648 038 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 40.0000 7,200.00 90.000 3,600 039 PLACE HOT MIX ASPHALT SQYD 100.0000 4,500.00 66.000 6,600 (MISCELLANEOUS AREA) 040 JOINTED PLAIN CONCRETE PAVEMENT CY 212.0000 1,882,560.00 8,631.400 1,829,856 041 SEAL PAVEMENT JOINT LF 2.7000 122,850.00 13,520.000 36,504 042 SEAL ISOLATION JOINT LF 3.0000 189,300.00 38,252.000 114,756 043 TIE BAR (DRILL AND BOND) EA 6.0000 109,200.00 0.000 0 044 MINOR CONCRETE (MINOR STRUCTURE) CY 1,170.0000 79,209.00 67.650 79,150 (F) 045 RAPID SETTING CONCRETE (PATCH) CF 50.0000 4,700.00 0.000 0 046 REFINISH BRIDGE DECK SQFT 5.0000 41,370.00 0.000 0 047 FURNISH POLYESTER CONCRETE OVERLAY CF 126.0000 38,052.00 272.670 34,356 048 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.1000 9,855.30 4,775.720 10,029 049 PUBLIC SAFETY PLAN LS 6,300.0000 6,300.00 1.000 6,300 PROGRAM CAS145 PAGE 3 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-253504 TIME 01:07 PM ESTIMATE NO. 18 BID OPENING 09/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 15" REINFORCED CONCRETE PIPE LF 73.0000 25,550.00 340.100 24,827 051 18" REINFORCED CONCRETE PIPE LF 79.0000 161,160.00 2,035.200 160,780 052 GRATED LINE DRAIN LF 75.0000 124,500.00 1,652.500 123,937 053 MISCELLANEOUS IRON AND STEEL LB 1.4000 30,122.40 21,516.000 30,122 (F) 054 SINGLE THRIE BEAM BARRIER LF 34.6500 4,019.40 9.000 311.85 125.000 4,331 055 DOUBLE THRIE BEAM BARRIER LF 73.5000 1,837.50 25.000 1,837 056 CONCRETE BARRIER (TYPE 60GA.1) MODIFIED LF 81.0000 66,501.00 820.720 66,478 057 CONCRETE BARRIER (TYPE 60GA.2) MODIFIED LF 168.0000 141,960.00 881.700 148,125 058 CONCRETE BARRIER (TYPE 60SC) MODIFIED LF 59.0000 37,465.00 634.850 37,456 059 CONCRETE BARRIER (TYPE 60SA) MODIFIED LF 73.0000 10,804.00 159.110 11,615 060 CONCRETE BARRIER (TYPE 60R) MODIFIED LF 287.0000 3,731.00 0.000 0 061 CONCRETE BARRIER (TYPE 60) LF 92.0000 2,300.00 0.000 0 062 CONCRETE BARRIER (TYPE 60G) LF 103.0000 1,477,020.00 14,411.850 1,484,420 063 CONCRETE BARRIER (TYPE 60GC) LF 69.0000 102,810.00 -556.860 -38,423.34 1,490.000 102,810 064 CONCRETE BARRIER (TYPE 60S) LF 113.0000 2,825.00 21.650 2,446 065 CONCRETE BARRIER (TYPE 60SC) LF 45.0000 257,400.00 853.852 38,423.34 5,792.302 260,653 066 CONCRETE BARRIER (TYPE 60R) LF 287.0000 370,230.00 1,286.690 369,280 067 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 45,318.00 109,652.000 46,053 068 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 12,075.00 10,058.000 10,560 069 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 32,277.00 154,869.000 32,522 (BROKEN 36-12) 070 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 420.00 1,510.000 317 (BROKEN 17-7) 071 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1900 43,320.00 216,402.000 41,116 072 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3700 35,483.00 24,337.000 33,341 073 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6800 40,112.00 9,365.000 34,463 074 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,575.0000 1,575.00 1.000 1,575 SYSTEM ELEMENTS DURING CONSTRUCTION 075 MODIFY TRAFFIC MONITORING STATION LS 29,000.0000 29,000.00 1.000 29,000 076 MODIFY RAMP METERING SYSTEM LS 57,500.0000 57,500.00 1.000 57,500 PROGRAM CAS145 PAGE 4 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-253504 TIME 01:07 PM ESTIMATE NO. 18 BID OPENING 09/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 7,259.85 8,839,984.33 ADJUSTMENT OF COMPENSATION 0.00 176,073.60 EXTRA WORK 99,108.42 1,072,906.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 106,368.27 10,088,964.09 077 MOBILIZATION LS 750,000.0000 750,000.00 1.000 750,000 ORIGINAL CONTRACT AMOUNT 10,103,610.38 TOTAL WORK COMPLETED 106,368.27 10,838,964.09 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -30,000.00 TOTAL 106,368.27 10,808,964.09 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 01/24/12 120 02/08/12 02/08/12 07/31/13 199 105 69 0 98% 100% PROGRESS IS SATISFACTORY FAYAD, HASSAN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/13