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 09/18/12 EST. NO.17 TIME 09:55 AM 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 09/18/12 EST. NO.17 TIME 09:55 AM R.E. NAME: HISHAM ALNATOUR 06-460604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 09:55 AM ESTIMATE NO. 17 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 09/20/12 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 09/18/12 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,400.0000 5,400.00 0.250 1,350.00 002 TIME-RELATED OVERHEAD WDAY 2,600.0000 702,000.00 20.000 52,000.00 260.000 676,000.00 003 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.080 4,000.00 0.733 36,650.00 004 PREPARE STORM WATER POLLUTION LS 300.0000 300.00 0.750 225.00 PREVENTION PLAN 005 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 13,500.00 21.000 10,500.00 006 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.793 11,895.00 007 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0.00 008 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.838 29,330.00 009 TRAFFIC CONTROL SYSTEM LS 330,000.1400 330,000.14 0.050 16,500.01 0.863 284,790.12 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.3000 1,157.00 840.000 1,092.00 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 78,250.00 386,325.000 96,581.25 012 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 30,520.00 911.000 25,508.00 013 TEMPORARY PAVEMENT MARKER EA 3.8000 21,508.00 5,435.000 20,653.00 014 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.847 12,705.00 015 TEMPORARY RAILING (TYPE K) LF 5.0000 408,500.00 81,280.000 406,400.00 016 TEMPORARY CRASH CUSHION MODULE EA 310.0000 37,200.00 112.000 34,720.00 017 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3800 9,994.00 23,845.000 9,061.10 STRIPE (HAZARDOUS WASTE) 018 REMOVE ENTRANCE TAPER EA 520.0000 1,040.00 2.000 1,040.00 019 REMOVE ANCHOR ASSEMBLY EA 520.0000 1,040.00 2.000 1,040.00 020 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 87,000.00 139,256.000 41,776.80 021 REMOVE PAINTED PAVEMENT MARKING SQFT 1.1000 979.00 504.000 554.40 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1100 39,270.00 16,404.000 1,804.44 PROGRAM CAS145 PAGE 2 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 09:55 AM ESTIMATE NO. 17 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 09/20/12 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 09/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAVEMENT MARKER EA 1.6000 3,296.00 1,730.000 2,768.00 024 REMOVE ASPHALT CONCRETE DIKE LF 0.1000 1,450.00 0.000 0.00 025 REMOVE DOWNDRAIN LF 40.0000 1,760.00 44.000 1,760.00 026 REMOVE CONCRETE PAVEMENT CY 35.0000 563,500.00 13,813.790 483,482.65 027 RECONSTRUCT METAL BEAM GUARD RAILING LF 28.0000 16,240.00 531.000 14,868.00 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2000 14,400.00 4,243.000 5,091.60 029 ROADWAY EXCAVATION CY 14.0000 947,800.00 58,248.202 815,474.83 030 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.750 3,000.00 031 CLASS 2 AGGREGATE SUBBASE CY 11.0000 233,200.00 19,048.698 209,535.68 032 CLASS 2 AGGREGATE BASE CY 16.0000 85,120.00 2,611.170 41,778.72 033 LEAN CONCRETE BASE CY 85.0000 1,292,000.00 13,356.401 1,135,294.09 034 HOT MIX ASPHALT (TYPE A) TON 80.0000 552,800.00 6,628.850 530,308.00 035 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.0000 16,000.00 5,314.330 10,628.66 036 RUMBLE STRIP STA 50.0000 3,350.00 0.000 0.00 037 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 760.00 472.500 945.00 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 27,800.00 15,352.000 30,704.00 039 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 460.00 453.000 906.00 040 PLACE HOT MIX ASPHALT SQYD 140.0000 9,100.00 67.800 9,492.00 (MISCELLANEOUS AREA) 041 TACK COAT TON 1,250.0000 17,500.00 2.000 2,500.00 042 JOINTED PLAIN CONCRETE PAVEMENT CY 92.0000 3,624,800.00 4,213.150 387,609.80 34,100.181 3,137,216.65 043 SHOULDER RUMBLE STRIP STA 65.0000 16,250.00 0.000 0.00 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 044 REPLACE CONCRETE PAVEMENT CY 600.0000 420,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 045 SEAL PAVEMENT JOINT LF 1.8000 185,400.00 8,736.000 15,724.80 73,475.000 132,255.00 046 SEAL ISOLATION JOINT LF 1.5000 36,150.00 7,851.000 11,776.50 7,851.000 11,776.50 047 GRIND EXISTING CONCRETE SQYD 2.2000 158,840.00 0.000 0.00 PAVEMENT 048 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 77.4400 4,956.16 64.000 4,956.16 (.079" THICK) PROGRAM CAS145 PAGE 3 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 09:55 AM ESTIMATE NO. 17 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 09/20/12 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 09/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 049 18" ENTRANCE TAPER EA 1,166.0000 3,498.00 3.000 3,498.00 050 ANCHOR ASSEMBLY EA 768.9000 2,306.70 3.000 2,306.70 051 TRANSITION RAILING (TYPE WB) EA 3,300.0000 23,100.00 7.000 23,100.00 052 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 3,400.00 5.000 3,400.00 053 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 29,700.00 11.000 29,700.00 054 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 99,840.00 0.000 0.00 (RECESSED, BROKEN 36-12) 055 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.6000 17,576.00 0.000 0.00 (RECESSED) 056 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 704.00 0.000 0.00 (RECESSED) (BROKEN 17-7) 057 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 63,240.00 0.000 0.00 (RECESSED) 058 PAVEMENT MARKER EA 11.7000 30,654.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) 059 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 550.0000 550.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 060 INDUCTIVE LOOP DETECTOR LS 6,000.0000 6,000.00 0.000 0.00 061 MODIFY LIGHTING LS 40,000.0000 40,000.00 0.600 24,000.00 0.600 24,000.00 PROGRAM CAS145 PAGE 4 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 09:55 AM ESTIMATE NO. 17 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 09/20/12 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 09/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 511,611.11 8,374,422.35 ADJUSTMENT OF COMPENSATION 0.00 58,160.88 EXTRA WORK 0.00 81,209.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 511,611.11 8,513,793.16 062 MOBILIZATION LS 985,310.0000 985,310.00 1.000 985,310.00 ORIGINAL CONTRACT AMOUNT 11,429,469.00 TOTAL WORK COMPLETED 511,611.11 9,499,103.16 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 511,611.11 9,499,103.16 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 10/18/12 260 103 9 0 81% 93% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 09/18/12