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 09/23/14 EST. NO.31 TIME 01:34 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 --------------------------------------------------------------------------- 001 0097 6,574.82 E.W. @ F.A.(+) 120413 N LN1204 0110 1,621.09 102513 N CF1025 0111 939.26 051314 N 051314 0112 1,272.46 050714 N 050714 0113 10,196.56 121213 N 121213 0116 1,196.17 061412 N 6/14/1 012 0002 121,601.36 E.W. @ L.S.(+) 091814 N 12-2 0 014 0006 34,834.69 E.W. @ U.P (+) 091814 N 14-6 0 178,236.41 TOTAL THIS ESTIMATE 2,479,651.35 TOTAL PREVIOUS ESTIMATE 2,657,887.76 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 09/23/14 EST. NO.31 TIME 01:34 PM R.E. NAME: WIDJAJA, DANIEL 07-252804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SOLID WASTE CEM4401 -10,000.00 23 SOLID WASTE CEM4401 10,000.00 24 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252804 TIME 01:34 PM ESTIMATE NO. 31 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 09/20/14 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 09/23/14 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 1.000 10,000 002 TIME-RELATED OVERHEAD WDAY 1,500.0000 750,000.00 49.000 73,500.00 450.000 675,000 003 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 004 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 35,100.00 280.000 37,800 006 STREET SWEEPING LS 400,000.0000 400,000.00 1.000 400,000 007 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 50,000.0000 50,000.00 1.000 50,000 008 RAIN EVENT ACTION PLAN EA 500.0000 23,500.00 18.000 9,000 009 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 010 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 4,250.00 7.000 1,750 011 CONSTRUCTION AREA SIGNS LS 220,000.0000 220,000.00 0.800 176,000 012 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.020 10,000.00 0.970 485,000 013 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.1000 40,950.00 14,106.050 29,622 014 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1600 505,600.00 3,257,442.000 521,190 015 CHANNELIZER (SURFACE MOUNTED) EA 24.0000 328,800.00 12,262.000 294,288 016 TEMPORARY PAVEMENT MARKER EA 3.1500 190,260.00 62,068.000 195,514 017 TEMPORARY RAILING (TYPE K) LF 4.5000 3,235,500.00 654,340.000 2,944,530 018 TEMPORARY CRASH CUSHION MODULE EA 185.0000 407,000.00 1,966.000 363,710 019 REMOVE METAL BEAM GUARD RAILING LF 6.5000 215,150.00 38,199.000 248,293 020 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 686,000.00 2,121,783.000 742,624 021 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 40,950.00 15,573.000 32,703 022 REMOVE PAVEMENT MARKER EA 0.6500 42,185.00 61,899.188 40,234 PROGRAM CAS145 PAGE 2 DATE 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252804 TIME 01:34 PM ESTIMATE NO. 31 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 09/20/14 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 09/23/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 85,500.00 106.000 47,700.00 106.000 47,700 025 REMOVE CONCRETE PAVEMENT CY 3.5000 458,500.00 136,292.000 477,022 026 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 123,060.00 137,869.220 289,525 029 REPLACE UNDERLYING BASE CY 100.0000 32,000.00 0.000 0 030 REMOVE UNSOUND CONCRETE CF 20.0000 6,520.00 94.940 1,898 031 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3200 37,461.12 90,498.000 28,959 032 ROADWAY EXCAVATION CY 15.0000 8,070,000.00 594,219.000 8,913,285 033 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 19,800.00 219.210 32,881 036 CLASS 3 AGGREGATE BASE CY 15.0000 2,640,000.00 203,085.000 3,046,275 037 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 7,666.000 689,940 039 HOT MIX ASPHALT TON 75.0000 5,205,000.00 200.000 15,000.00 71,270.430 5,345,282 040 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 90,906.000 63,634 043 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.7000 2,219.00 394.000 275 044 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 0.000 0 046 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 80.000 43,600 048 JOINTED PLAIN CONCRETE PAVEMENT CY 111.5000 27,540,500.00 255,959.000 28,539,428 049 JOINTED PLAIN CONCRETE PAVEMENT CY 182.0000 4,004,000.00 21,549.000 3,921,918 (RAPID STRENGTH CONCRETE) PROGRAM CAS145 PAGE 3 DATE 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252804 TIME 01:34 PM ESTIMATE NO. 31 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 09/20/14 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 09/23/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,812.000 4,507,524 (RAPID STRENGTH CONCRETE) 052 SEAL PAVEMENT JOINT LF 2.0300 899,290.00 103,512.000 210,129.36 664,209.000 1,348,344 053 SEAL ISOLATION JOINT LF 3.3500 465,650.00 3,400.000 11,390.00 139,415.000 467,040 054 DOWEL BAR (DRILL AND BOND) EA 19.0000 364,800.00 23,953.000 455,107 055 GRIND EXISTING CONCRETE SQYD 4.2000 1,776,600.00 423,000.000 1,776,600 PAVEMENT 056 STRUCTURAL CONCRETE, APPROACH SLAB CY 585.0000 855,270.00 1,097.360 641,955 (TYPE R) 057 PAVING NOTCH EXTENSION CF 80.0000 80,320.00 496.740 39,739 058 RAPID SETTING CONCRETE (PATCH) CF 400.0000 10,400.00 11.400 4,560 059 FURNISH POLYESTER CONCRETE OVERLAY CF 105.0000 806,610.00 6,953.400 730,107 060 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 69.410 1,093.21 2,329.780 36,694 062 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 20,352.000 45,792.00 20,352.000 45,792 (F) 066 DELINEATOR (CLASS 2) EA 54.0000 51,300.00 1,166.000 62,964 067 MILEPOST MARKER EA 54.0000 3,348.00 0.000 0 068 METAL BEAM GUARD RAILING (STEEL POST) LF 21.0000 625,800.00 33,076.000 694,596 069 TRANSITION RAILING (TYPE WB) EA 2,900.0000 52,200.00 15.000 43,500 070 END CAP (TYPE A) EA 90.0000 1,530.00 7.000 630 071 END CAP (TYPE TC) EA 200.0000 600.00 3.000 600 072 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 24,700.00 36.000 23,400 073 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 117,000.00 43.000 129,000 074 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,250.0000 38,250.00 10.000 22,500 075 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.2500 138,075.00 8,606.000 45,181.50 9,205.000 48,326 (RECESSED) PROGRAM CAS145 PAGE 4 DATE 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252804 TIME 01:34 PM ESTIMATE NO. 31 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 09/20/14 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 09/23/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 927,200.00 106,449.000 202,253.10 404,199.000 767,978 (RECESSED, BROKEN 36-12) 077 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.3000 22,770.00 2,257.000 5,191.10 3,535.000 8,130 (RECESSED) (BROKEN 17-7) 078 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.8500 929,100.00 118,756.000 338,454.60 319,505.000 910,589 (RECESSED) 079 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5500 26,565.00 43,918.000 24,154 080 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.7000 14,607.00 5,315.000 14,350.50 5,315.000 14,350 081 PAVEMENT MARKER EA 14.0000 224,000.00 3,757.000 52,598.00 11,370.000 159,180 (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 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252804 TIME 01:34 PM ESTIMATE NO. 31 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 09/20/14 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 09/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,072,633.37 80,061,441.02 ADJUSTMENT OF COMPENSATION 0.00 568,703.82 EXTRA WORK 178,236.41 2,089,183.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,250,869.78 82,719,328.78 087 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 1,250,869.78 90,399,328.78 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,250,869.78 90,399,328.78 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 11/28/14 455 153 -50 0 98% 100% PROGRESS IS SATISFACTORY CCO DAYS PENDING WIDJAJA, DANIEL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/14