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 12/20/12 EST. NO.20 TIME 12:08 PM R.E. NAME: HISHAM ALNATOUR 06-460604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 009 0012 330.00 E.W. @ F.A.(+) 102812 N 012 0 0013 1,320.00 081012 N 013 0 1,650.00 TOTAL THIS ESTIMATE 242,254.13 TOTAL PREVIOUS ESTIMATE 243,904.13 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 12/20/12 EST. NO.20 TIME 12:08 PM R.E. NAME: HISHAM ALNATOUR 06-460604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANT 15 LDS @ 8300P/D -124,500.00 18 ANT 15 LDS @ 8300P/D -124,500.00 19 0.00 -249,000.00 LABOR COMPLIANCE VIOLATION MISS PYRL -5,000.00 05 RECD PYRL 5,000.00 08 MISS PYRL -1,000.00 10 RECD PYRL #10 1,000.00 11 MISS PYRL -10,000.00 18 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -259,000.00 PROGRAM CAS145 PAGE 1 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 12:08 PM ESTIMATE NO. 20 BID OPENING 10/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 12/20/12 LOCATION PROGRESS ESTIMATE 06-KER-5-0.0/4.6 ----------------- GRANITE CONSTRUCTION COMPANY IN KERN COUNTY AT FORT TEJON FROM P O BOX 50085 LOS ANGELES COUNTY LINE TO 0.1 MILE WATSONVILLE CA 950775085 NORTH OF GRAPEVINE CREEK BRIDGE FED. AID NO. IM-005-4(186)205 REHABILITATE PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 5,400.0000 5,400.00 0.500 2,700.00 0.750 4,050 002 TIME-RELATED OVERHEAD WDAY 2,600.0000 702,000.00 279.000 725,400 003 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.813 40,650 004 PREPARE STORM WATER POLLUTION LS 300.0000 300.00 0.750 225 PREVENTION PLAN 005 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 13,500.00 21.000 10,500 006 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.047 705.00 1.000 15,000 007 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 008 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.838 29,330 009 TRAFFIC CONTROL SYSTEM LS 330,000.1400 330,000.14 0.963 317,790 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.3000 1,157.00 966.000 1,255 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 78,250.00 412,832.000 103,208 012 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 30,520.00 211.000 5,908.00 1,308.000 36,624 013 TEMPORARY PAVEMENT MARKER EA 3.8000 21,508.00 426.000 1,618.80 6,413.000 24,369 014 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.947 14,205 015 TEMPORARY RAILING (TYPE K) LF 5.0000 408,500.00 81,616.000 408,080 016 TEMPORARY CRASH CUSHION MODULE EA 310.0000 37,200.00 133.000 41,230 017 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3800 9,994.00 443.000 168.34 24,288.000 9,229 STRIPE (HAZARDOUS WASTE) 018 REMOVE ENTRANCE TAPER EA 520.0000 1,040.00 2.000 1,040 019 REMOVE ANCHOR ASSEMBLY EA 520.0000 1,040.00 2.000 1,040 020 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 87,000.00 69,316.000 20,794.80 208,572.000 62,571 021 REMOVE PAINTED PAVEMENT MARKING SQFT 1.1000 979.00 386.000 424.60 890.000 979 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1100 39,270.00 16,404.000 1,804 PROGRAM CAS145 PAGE 2 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 12:08 PM ESTIMATE NO. 20 BID OPENING 10/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAVEMENT MARKER EA 1.6000 3,296.00 3,658.000 5,852.80 5,388.000 8,620 024 REMOVE ASPHALT CONCRETE DIKE LF 0.1000 1,450.00 14,500.000 1,450.00 14,500.000 1,450 025 REMOVE DOWNDRAIN LF 40.0000 1,760.00 44.000 1,760 026 REMOVE CONCRETE PAVEMENT CY 35.0000 563,500.00 16,428.173 574,986 027 RECONSTRUCT METAL BEAM GUARD RAILING LF 28.0000 16,240.00 49.000 1,372.00 580.000 16,240 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2000 14,400.00 7,757.000 9,308.40 12,000.000 14,400 029 ROADWAY EXCAVATION CY 14.0000 947,800.00 64,348.429 900,878 030 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.750 3,000 031 CLASS 2 AGGREGATE SUBBASE CY 11.0000 233,200.00 21,488.789 236,376 032 CLASS 2 AGGREGATE BASE CY 16.0000 85,120.00 2,611.170 41,778 033 LEAN CONCRETE BASE CY 85.0000 1,292,000.00 15,099.323 1,283,442 034 HOT MIX ASPHALT (TYPE A) TON 80.0000 552,800.00 6,738.240 539,059 035 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.0000 16,000.00 5,314.330 10,628 036 RUMBLE STRIP STA 50.0000 3,350.00 55.000 2,750.00 55.000 2,750 037 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 760.00 472.500 945 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 27,800.00 15,352.000 30,704 039 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 460.00 453.000 906 040 PLACE HOT MIX ASPHALT SQYD 140.0000 9,100.00 67.800 9,492 (MISCELLANEOUS AREA) 041 TACK COAT TON 1,250.0000 17,500.00 2.000 2,500 042 JOINTED PLAIN CONCRETE PAVEMENT CY 92.0000 3,624,800.00 37,952.038 3,491,587 043 SHOULDER RUMBLE STRIP STA 65.0000 16,250.00 225.000 14,625.00 225.000 14,625 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 044 REPLACE CONCRETE PAVEMENT CY 600.0000 420,000.00 542.930 325,758 (RAPID STRENGTH CONCRETE) 045 SEAL PAVEMENT JOINT LF 1.8000 185,400.00 73,475.000 132,255 046 SEAL ISOLATION JOINT LF 1.5000 36,150.00 7,851.000 11,776 047 GRIND EXISTING CONCRETE SQYD 2.2000 158,840.00 14,150.000 31,130.00 54,150.000 119,130 PAVEMENT 048 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 77.4400 4,956.16 64.000 4,956 (.079" THICK) PROGRAM CAS145 PAGE 3 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 12:08 PM ESTIMATE NO. 20 BID OPENING 10/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 18" ENTRANCE TAPER EA 1,166.0000 3,498.00 3.000 3,498 050 ANCHOR ASSEMBLY EA 768.9000 2,306.70 3.000 2,306 051 TRANSITION RAILING (TYPE WB) EA 3,300.0000 23,100.00 7.000 23,100 052 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 3,400.00 5.000 3,400 053 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 29,700.00 11.000 29,700 054 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 99,840.00 25,000.000 30,000.00 25,000.000 30,000 (RECESSED, BROKEN 36-12) 055 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.6000 17,576.00 0.000 0 (RECESSED) 056 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 704.00 0.000 0 (RECESSED) (BROKEN 17-7) 057 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 63,240.00 13,000.000 15,600.00 13,000.000 15,600 (RECESSED) 058 PAVEMENT MARKER EA 11.7000 30,654.00 787.000 9,207.90 787.000 9,207 (RETROREFLECTIVE-RECESSED) 059 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 550.0000 550.00 1.000 550.00 1.000 550 SYSTEM ELEMENTS DURING CONSTRUCTION 060 INDUCTIVE LOOP DETECTOR LS 6,000.0000 6,000.00 0.000 0 061 MODIFY LIGHTING LS 40,000.0000 40,000.00 0.600 24,000 PROGRAM CAS145 PAGE 4 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 12:08 PM ESTIMATE NO. 20 BID OPENING 10/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 154,165.64 9,769,950.16 ADJUSTMENT OF COMPENSATION 0.00 58,160.88 EXTRA WORK 1,650.00 185,743.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 155,815.64 10,013,854.29 062 MOBILIZATION LS 985,310.0000 985,310.00 1.000 985,310 ORIGINAL CONTRACT AMOUNT 11,429,469.00 TOTAL WORK COMPLETED 155,815.64 10,999,164.29 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -259,000.00 TOTAL 155,815.64 10,740,164.29 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 02/16/11 270 04/12/11 04/12/11 12/26/12 306 118 36 0 92% 100% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/12