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 10/25/11 EST. NO.07 TIME 07:49 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 10/25/11 EST. NO.07 TIME 07:49 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 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 07:49 AM ESTIMATE NO. 07 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 10/20/11 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 10/25/11 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 19.000 49,400.00 122.000 317,200.00 003 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.380 19,000.00 004 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 13.000 6,500.00 006 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.070 1,050.00 0.450 6,750.00 007 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 0.030 1,050.00 0.740 25,900.00 009 TRAFFIC CONTROL SYSTEM LS 330,000.1400 330,000.14 0.070 23,100.01 0.450 148,500.06 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.3000 1,157.00 378.000 491.40 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 78,250.00 108,371.000 27,092.75 012 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 30,520.00 352.000 9,856.00 013 TEMPORARY PAVEMENT MARKER EA 3.8000 21,508.00 1,458.000 5,540.40 014 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.070 1,050.00 0.450 6,750.00 015 TEMPORARY RAILING (TYPE K) LF 5.0000 408,500.00 38,360.000 191,800.00 016 TEMPORARY CRASH CUSHION MODULE EA 310.0000 37,200.00 56.000 17,360.00 017 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3800 9,994.00 26,288.000 9,989.44 STRIPE (HAZARDOUS WASTE) 018 REMOVE ENTRANCE TAPER EA 520.0000 1,040.00 0.000 0.00 019 REMOVE ANCHOR ASSEMBLY EA 520.0000 1,040.00 0.000 0.00 020 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 87,000.00 9,564.000 2,869.20 021 REMOVE PAINTED PAVEMENT MARKING SQFT 1.1000 979.00 252.000 277.20 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1100 39,270.00 44,226.000 4,864.86 PROGRAM CAS145 PAGE 2 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 07:49 AM ESTIMATE NO. 07 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 10/20/11 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 10/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,351.000 2,161.60 024 REMOVE ASPHALT CONCRETE DIKE LF 0.1000 1,450.00 0.000 0.00 025 REMOVE DOWNDRAIN LF 40.0000 1,760.00 0.000 0.00 026 REMOVE CONCRETE PAVEMENT CY 35.0000 563,500.00 5,767.970 201,878.95 027 RECONSTRUCT METAL BEAM GUARD RAILING LF 28.0000 16,240.00 181.000 5,068.00 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2000 14,400.00 0.000 0.00 029 ROADWAY EXCAVATION CY 14.0000 947,800.00 30,974.310 433,640.34 030 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 8,897.200 97,869.20 032 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 2,985.480 253,765.80 6,355.150 540,187.75 034 HOT MIX ASPHALT (TYPE A) TON 80.0000 552,800.00 5,150.700 412,056.00 035 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 0.000 0.00 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 27,800.00 0.000 0.00 039 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 460.00 0.000 0.00 040 PLACE HOT MIX ASPHALT SQYD 140.0000 9,100.00 0.000 0.00 (MISCELLANEOUS AREA) 041 TACK COAT TON 1,250.0000 17,500.00 0.000 0.00 042 JOINTED PLAIN CONCRETE PAVEMENT CY 92.0000 3,624,800.00 7,762.250 714,127.00 16,615.280 1,528,605.76 043 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 21,147.000 38,064.60 046 SEAL ISOLATION JOINT LF 1.5000 36,150.00 0.000 0.00 047 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 0.000 0.00 (.079" THICK) PROGRAM CAS145 PAGE 3 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 07:49 AM ESTIMATE NO. 07 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 10/20/11 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 10/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 050 ANCHOR ASSEMBLY EA 768.9000 2,306.70 0.000 0.00 051 TRANSITION RAILING (TYPE WB) EA 3,300.0000 23,100.00 3.000 9,900.00 052 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 3,400.00 1.000 680.00 053 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 29,700.00 4.000 10,800.00 054 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 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 07:49 AM ESTIMATE NO. 07 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 10/20/11 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 10/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,043,542.81 4,138,635.89 ADJUSTMENT OF COMPENSATION 0.00 58,160.88 EXTRA WORK 0.00 24,351.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,043,542.81 4,221,148.07 062 MOBILIZATION LS 985,310.0000 985,310.00 0.950 936,044.50 ORIGINAL CONTRACT AMOUNT 11,429,469.00 TOTAL WORK COMPLETED 1,043,542.81 5,157,192.57 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 1,043,542.81 5,152,192.57 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 06/07/12 122 12 8 0 44% 44% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/11