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 01/03/14 EST. NO.22 TIME 08:36 AM R.E. NAME: WIDJAJA, DANIEL 07-252804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 013 0003 141,733.25 A.C. @ L.S.(+) 122013 N 13-3 0 014 0005 6,333.58 E.W. @ U.P (+) 122013 N 14-5 0 016 0002 7,020.00 A.C. @ U.P.(+) 122013 N 16-2 0 0003 13,275.00 E.W. @ U.P (+) 122013 N 16-3 0 0004 131,180.00 A.C. @ U.P.(+) 122013 N 16-4 0 0005 40,000.00 E.W. @ U.P (+) 122013 N 16-5 0 0006 40,000.00 122013 N 16-6 0 379,541.83 TOTAL THIS ESTIMATE 1,339,012.63 TOTAL PREVIOUS ESTIMATE 1,718,554.46 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 01/03/14 EST. NO.22 TIME 08:36 AM R.E. NAME: WIDJAJA, DANIEL 07-252804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/03/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252804 TIME 08:36 AM ESTIMATE NO. 22 BID OPENING 11/03/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 01/03/14 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 07-LA-5-R73.2/R88.6 ------------------------------ GRIFFITH/COFFMAN JOINT VENTURE IN LOS ANGELES COUNTY ABOUT 13 12200 BLOOMFIELD AVENUE MILES NORTH OF CASTAIC FROM 1.2 SANTA FE SPRINGS CA 90670 MILE SOUTH OF VISTA DEL LAGO ROAD OVERCROSSING TO KERN COUNTY LINE FED. AID NO. ACIM-053(47)E PCC PAVEMENT,WIDEN MEDIAN SHOULDER ------------------------------------------------------------------------------------------------------------------------------------ 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 0.650 6,500 002 TIME-RELATED OVERHEAD WDAY 1,500.0000 750,000.00 299.000 448,500 003 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.800 40,000 004 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 1.000 4,000 PREVENTION PLAN 005 TEMPORARY DRAINAGE INLET PROTECTION EA 135.0000 35,100.00 260.000 35,100 006 STREET SWEEPING LS 400,000.0000 400,000.00 0.800 320,000 007 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 50,000.0000 50,000.00 0.750 37,500 008 RAIN EVENT ACTION PLAN EA 500.0000 23,500.00 10.000 5,000 009 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 010 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 4,250.00 4.000 1,000 011 CONSTRUCTION AREA SIGNS LS 220,000.0000 220,000.00 0.700 154,000 012 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.800 400,000 013 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.1000 40,950.00 13,854.050 29,093 014 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1600 505,600.00 3,798,730.000 607,796 015 CHANNELIZER (SURFACE MOUNTED) EA 24.0000 328,800.00 2,910.000 69,840 016 TEMPORARY PAVEMENT MARKER EA 3.1500 190,260.00 59,979.000 188,933 017 TEMPORARY RAILING (TYPE K) LF 4.5000 3,235,500.00 561,260.000 2,525,670 018 TEMPORARY CRASH CUSHION MODULE EA 185.0000 407,000.00 1,359.000 251,415 019 REMOVE METAL BEAM GUARD RAILING LF 6.5000 215,150.00 35,527.000 230,925 020 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 686,000.00 2,029,380.000 710,283 021 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 40,950.00 12,628.000 26,518 022 REMOVE PAVEMENT MARKER EA 0.6500 42,185.00 54,453.188 35,394 PROGRAM CAS145 PAGE 2 DATE 01/03/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252804 TIME 08:36 AM ESTIMATE NO. 22 BID OPENING 11/03/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 01/03/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ASPHALT CONCRETE DIKE LF 0.1400 19,600.00 120,961.000 16,934 024 REMOVE GRATE EA 450.0000 85,500.00 0.000 0 025 REMOVE CONCRETE PAVEMENT CY 3.5000 458,500.00 122,892.000 430,122 026 REMOVE CONCRETE DECK SURFACE SQFT 2.7500 65,340.00 27,600.000 75,900 027 ADJUST INLET EA 2,870.0000 57,400.00 0.000 0 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.1000 123,060.00 113,794.220 238,967 029 REPLACE UNDERLYING BASE CY 100.0000 32,000.00 0.000 0 030 REMOVE UNSOUND CONCRETE CF 20.0000 6,520.00 93.140 1,862 031 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3200 37,461.12 90,498.000 28,959 032 ROADWAY EXCAVATION CY 15.0000 8,070,000.00 556,843.000 8,352,645 033 ROADWAY EXCAVATION (TYPE Z-2) CY 80.0000 90,400.00 942.000 75,360 (AERIALLY DEPOSITED LEAD) 034 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 035 AGGREGATE BASE (APPROACH SLAB) CY 150.0000 19,800.00 160.460 24,069 036 CLASS 3 AGGREGATE BASE CY 15.0000 2,640,000.00 154,717.000 2,320,755 037 LEAN CONCRETE BASE CY 72.0000 8,568,000.00 101,655.000 7,319,160 038 LEAN CONCRETE BASE (RAPID SETTING) CY 90.0000 792,900.00 5,824.000 524,160 039 HOT MIX ASPHALT TON 75.0000 5,205,000.00 53,856.430 4,039,232 040 HOT MIX ASPHALT (TYPE B) TON 76.0000 254,600.00 3,688.000 280,288 041 SHOULDER RUMBLE STRIP STA 23.0000 37,490.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 042 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 0.7000 41,230.00 57,900.000 40,530 043 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.7000 2,219.00 348.000 243 044 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.7000 37,520.00 53,040.000 37,128 045 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.7000 16,450.00 22,500.000 15,750 046 PLACE HOT MIX ASPHALT SQYD 3.6000 126,720.00 33,094.000 119,138 (MISCELLANEOUS AREA) 047 TACK COAT TON 545.0000 65,400.00 76.000 41,420 048 JOINTED PLAIN CONCRETE PAVEMENT CY 111.5000 27,540,500.00 230,915.000 25,747,022 049 JOINTED PLAIN CONCRETE PAVEMENT CY 182.0000 4,004,000.00 19,760.000 3,596,320 (RAPID STRENGTH CONCRETE) PROGRAM CAS145 PAGE 3 DATE 01/03/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252804 TIME 08:36 AM ESTIMATE NO. 22 BID OPENING 11/03/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 01/03/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SHOULDER RUMBLE STRIP STA 40.0000 65,200.00 1,618.000 64,720 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 051 INDIVIDUAL SLAB REPLACEMENT CY 577.0000 3,663,950.00 5,362.000 3,093,874 (RAPID STRENGTH CONCRETE) 052 SEAL PAVEMENT JOINT LF 2.0300 899,290.00 434,723.000 882,487 053 SEAL ISOLATION JOINT LF 3.3500 465,650.00 0.000 0 054 DOWEL BAR (DRILL AND BOND) EA 19.0000 364,800.00 15,989.000 303,791 055 GRIND EXISTING CONCRETE SQYD 4.2000 1,776,600.00 35,386.000 148,621 PAVEMENT 056 STRUCTURAL CONCRETE, APPROACH SLAB CY 585.0000 855,270.00 878.830 514,115 (TYPE R) 057 PAVING NOTCH EXTENSION CF 80.0000 80,320.00 256.500 20,520 058 RAPID SETTING CONCRETE (PATCH) CF 400.0000 10,400.00 9.600 3,840 059 FURNISH POLYESTER CONCRETE OVERLAY CF 105.0000 806,610.00 6,942.000 728,910 060 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.2500 146,332.50 90,498.000 113,122 (F) 061 JOINT SEAL (MR 1") LF 15.7500 32,823.00 0.000 0 062 BAR REINFORCING STEEL LB 5.5000 16,769.50 0.000 0 (F) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 1,600.00 0.000 0 (0.080"-FRAMED) 064 ROADSIDE SIGN - TWO POST EA 1,510.0000 1,510.00 0.000 0 065 MISCELLANEOUS IRON AND STEEL LB 2.2500 79,056.00 0.000 0 (F) 066 DELINEATOR (CLASS 2) EA 54.0000 51,300.00 952.000 51,408 067 MILEPOST MARKER EA 54.0000 3,348.00 0.000 0 068 METAL BEAM GUARD RAILING (STEEL POST) LF 21.0000 625,800.00 31,019.000 651,399 069 TRANSITION RAILING (TYPE WB) EA 2,900.0000 52,200.00 12.000 34,800 070 END CAP (TYPE A) EA 90.0000 1,530.00 4.000 360 071 END CAP (TYPE TC) EA 200.0000 600.00 3.000 600 072 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 24,700.00 27.000 17,550 073 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 117,000.00 36.000 108,000 074 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,250.0000 38,250.00 8.000 18,000 075 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.2500 138,075.00 599.000 3,144 (RECESSED) PROGRAM CAS145 PAGE 4 DATE 01/03/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252804 TIME 08:36 AM ESTIMATE NO. 22 BID OPENING 11/03/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 01/03/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.9000 927,200.00 20,699.000 39,328 (RECESSED, BROKEN 36-12) 077 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.3000 22,770.00 564.000 1,297 (RECESSED) (BROKEN 17-7) 078 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.8500 929,100.00 200,475.000 571,353 (RECESSED) 079 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5500 26,565.00 0.000 0 080 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.7000 14,607.00 0.000 0 081 PAVEMENT MARKER EA 14.0000 224,000.00 0.000 0 (RETROREFLECTIVE-RECESSED) 082 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.850 2,550 SYSTEM ELEMENTS DURING CONSTRUCTION 083 MODIFY ROADWAY WEATHER INFORMATION LS 35,300.0000 35,300.00 0.550 19,415 SYSTEM 084 MODIFY TRAFFIC MONITORING STATION LS 31,500.0000 31,500.00 0.400 12,600 085 MODIFY RAMP METERING SYSTEM LS 41,500.0000 41,500.00 0.650 26,975 086 MODIFY LIGHTING LS 190,000.0000 190,000.00 0.910 172,900 PROGRAM CAS145 PAGE 5 DATE 01/03/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252804 TIME 08:36 AM ESTIMATE NO. 22 BID OPENING 11/03/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 01/03/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 67,066,122.08 ADJUSTMENT OF COMPENSATION 279,933.25 568,703.82 EXTRA WORK 99,608.58 1,149,850.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 379,541.83 68,784,676.54 087 MOBILIZATION LS 7,680,000.0000 7,680,000.00 1.000 7,680,000 ORIGINAL CONTRACT AMOUNT 86,592,381.12 TOTAL WORK COMPLETED 379,541.83 76,464,676.54 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 379,541.83 76,464,676.54 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 02/17/12 500 04/16/12 04/12/12 08/25/14 333 90 0 0 84% 67% PROGRESS IS SATISFACTORY WIDJAJA, DANIEL RESIDENT ENGINEER PROGRAM CAS145 DATE 01/03/14