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 11/21/13 EST. NO.20 TIME 03:27 PM 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 --------------------------------------------------------------------------- 002 0004 750.00 E.W. @ U.P (+) 062812 N 850401 009 0061 3,414.41 E.W. @ F.A.(+) 081712 N FG0781 014 0004 22,167.53 E.W. @ U.P (+) 111813 N 0004 0 26,331.94 TOTAL THIS ESTIMATE 1,249,415.76 TOTAL PREVIOUS ESTIMATE 1,275,747.70 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 11/21/13 EST. NO.20 TIME 03:27 PM 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 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252804 TIME 03:27 PM ESTIMATE NO. 20 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 11/20/13 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 11/21/13 LOCATION 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 0.500 5,000 002 TIME-RELATED OVERHEAD WDAY 1,500.0000 750,000.00 22.000 33,000.00 279.000 418,500 003 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.050 2,500.00 0.750 37,500 004 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 35,100.00 216.000 29,160 006 STREET SWEEPING LS 400,000.0000 400,000.00 0.100 40,000.00 0.750 300,000 007 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 50,000.0000 50,000.00 0.150 7,500.00 0.750 37,500 008 RAIN EVENT ACTION PLAN EA 500.0000 23,500.00 1.000 500.00 8.000 4,000 009 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 3.000 750 011 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 0.050 25,000.00 0.700 350,000 013 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.1000 40,950.00 2,091.000 4,391.10 11,763.050 24,702 014 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1600 505,600.00 179,085.000 28,653.60 3,619,672.000 579,147 015 CHANNELIZER (SURFACE MOUNTED) EA 24.0000 328,800.00 155.000 3,720.00 2,910.000 69,840 016 TEMPORARY PAVEMENT MARKER EA 3.1500 190,260.00 3,302.000 10,401.30 56,677.000 178,532 017 TEMPORARY RAILING (TYPE K) LF 4.5000 3,235,500.00 -16,120.000 -72,540.00 554,840.000 2,496,780 018 TEMPORARY CRASH CUSHION MODULE EA 185.0000 407,000.00 79.000 14,615.00 1,331.000 246,235 019 REMOVE METAL BEAM GUARD RAILING LF 6.5000 215,150.00 938.000 6,097.00 33,064.000 214,916 020 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 686,000.00 143,024.000 50,058.40 1,886,356.000 660,224 021 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 40,950.00 252.000 529.20 12,376.000 25,989 022 REMOVE PAVEMENT MARKER EA 0.6500 42,185.00 2,303.000 1,496.95 52,150.188 33,897 PROGRAM CAS145 PAGE 2 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252804 TIME 03:27 PM ESTIMATE NO. 20 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 11/20/13 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,715.000 2,200.10 120,961.000 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 49,965.000 104,926.50 113,794.220 238,967 029 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 34,549.000 518,235.00 556,843.000 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 77.500 11,625.00 160.460 24,069 036 CLASS 3 AGGREGATE BASE CY 15.0000 2,640,000.00 9,829.000 147,435.00 154,043.000 2,310,645 037 LEAN CONCRETE BASE CY 72.0000 8,568,000.00 10,330.000 743,760.00 101,655.000 7,319,160 038 LEAN CONCRETE BASE (RAPID SETTING) CY 90.0000 792,900.00 450.000 40,500.00 5,824.000 524,160 039 HOT MIX ASPHALT TON 75.0000 5,205,000.00 3,979.000 298,425.00 53,259.430 3,994,457 040 HOT MIX ASPHALT (TYPE B) TON 76.0000 254,600.00 2,510.000 190,760 041 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 23,448.000 16,413 043 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 29,539.000 20,677 045 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.7000 16,450.00 0.000 0 046 PLACE HOT MIX ASPHALT SQYD 3.6000 126,720.00 24,412.000 87,883 (MISCELLANEOUS AREA) 047 TACK COAT TON 545.0000 65,400.00 8.000 4,360.00 60.000 32,700 048 JOINTED PLAIN CONCRETE PAVEMENT CY 111.5000 27,540,500.00 24,312.000 2,710,788.00 230,915.000 25,747,022 049 JOINTED PLAIN CONCRETE PAVEMENT CY 182.0000 4,004,000.00 2,521.000 458,822.00 19,760.000 3,596,320 (RAPID STRENGTH CONCRETE) PROGRAM CAS145 PAGE 3 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252804 TIME 03:27 PM ESTIMATE NO. 20 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 11/20/13 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 65,200.00 815.000 32,600.00 815.000 32,600 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 051 INDIVIDUAL SLAB REPLACEMENT CY 577.0000 3,663,950.00 2,238.000 1,291,326.00 5,318.000 3,068,486 (RAPID STRENGTH CONCRETE) 052 SEAL PAVEMENT JOINT LF 2.0300 899,290.00 31,500.000 63,945.00 394,723.000 801,287 053 SEAL ISOLATION JOINT LF 3.3500 465,650.00 0.000 0 054 DOWEL BAR (DRILL AND BOND) EA 19.0000 364,800.00 6,917.000 131,423.00 15,989.000 303,791 055 GRIND EXISTING CONCRETE SQYD 4.2000 1,776,600.00 28,887.000 121,325 PAVEMENT 056 STRUCTURAL CONCRETE, APPROACH SLAB CY 585.0000 855,270.00 385.500 225,517.50 878.830 514,115 (TYPE R) 057 PAVING NOTCH EXTENSION CF 80.0000 80,320.00 82.000 6,560.00 256.500 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 51,300.00 622.000 33,588 067 MILEPOST MARKER EA 54.0000 3,348.00 0.000 0 068 METAL BEAM GUARD RAILING (STEEL POST) LF 21.0000 625,800.00 150.000 3,150.00 22,088.000 463,848 069 TRANSITION RAILING (TYPE WB) EA 2,900.0000 52,200.00 6.000 17,400.00 11.000 31,900 070 END CAP (TYPE A) EA 90.0000 1,530.00 0.000 0 071 END CAP (TYPE TC) EA 200.0000 600.00 6.000 1,200.00 11.000 2,200 072 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 24,700.00 23.000 14,950 073 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 117,000.00 9.000 27,000.00 33.000 99,000 074 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 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252804 TIME 03:27 PM ESTIMATE NO. 20 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 11/20/13 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 81,857.000 233,292.45 118,618.000 338,061 (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 0.750 2,250 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 0.320 10,080 085 MODIFY RAMP METERING SYSTEM LS 41,500.0000 41,500.00 0.600 24,900 086 MODIFY LIGHTING LS 190,000.0000 190,000.00 0.910 172,900 PROGRAM CAS145 PAGE 5 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252804 TIME 03:27 PM ESTIMATE NO. 20 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 11/20/13 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 7,230,413.10 65,945,798.80 ADJUSTMENT OF COMPENSATION 0.00 288,770.57 EXTRA WORK 26,331.94 986,977.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,256,745.04 67,221,546.50 087 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 7,256,745.04 74,901,546.50 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 7,256,745.04 74,901,546.50 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 02/17/12 500 04/16/12 04/12/12 08/25/14 313 90 0 0 83% 63% PROGRESS IS SATISFACTORY WIDJAJA, DANIEL RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/13