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 05/24/11 EST. NO.02 TIME 10:48 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 05/24/11 EST. NO.02 TIME 10:48 AM R.E. NAME: HISHAM ALNATOUR 06-460604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 10:48 AM ESTIMATE NO. 02 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 05/20/11 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 05/24/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,400.0000 5,400.00 0.250 1,350.00 02 TIME-RELATED OVERHEAD WDAY 2,600.0000 702,000.00 13.000 33,800.00 19.000 49,400.00 03 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.040 2,000.00 0.070 3,500.00 04 PREPARE STORM WATER POLLUTION LS 300.0000 300.00 0.750 225.00 PREVENTION PLAN 05 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 13,500.00 11.000 5,500.00 11.000 5,500.00 06 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.000 0.00 07 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0.00 08 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.010 350.00 0.620 21,700.00 09 TRAFFIC CONTROL SYSTEM LS 330,000.1400 330,000.14 0.040 13,200.01 0.070 23,100.01 10 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.3000 1,157.00 126.000 163.80 252.000 327.60 11 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 78,250.00 9,564.000 2,391.00 12 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 30,520.00 143.000 4,004.00 209.000 5,852.00 13 TEMPORARY PAVEMENT MARKER EA 3.8000 21,508.00 645.000 2,451.00 855.000 3,249.00 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.040 600.00 0.070 1,050.00 15 TEMPORARY RAILING (TYPE K) LF 5.0000 408,500.00 15,820.000 79,100.00 23,040.000 115,200.00 16 TEMPORARY CRASH CUSHION MODULE EA 310.0000 37,200.00 28.000 8,680.00 42.000 13,020.00 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3800 9,994.00 8,448.000 3,210.24 8,448.000 3,210.24 STRIPE (HAZARDOUS WASTE) 18 REMOVE ENTRANCE TAPER EA 520.0000 1,040.00 0.000 0.00 19 REMOVE ANCHOR ASSEMBLY EA 520.0000 1,040.00 0.000 0.00 20 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 87,000.00 9,564.000 2,869.20 9,564.000 2,869.20 21 REMOVE PAINTED PAVEMENT MARKING SQFT 1.1000 979.00 126.000 138.60 126.000 138.60 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1100 39,270.00 23,096.000 2,540.56 25,568.000 2,812.48 PROGRAM CAS145 PAGE 2 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 10:48 AM ESTIMATE NO. 02 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 05/20/11 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 05/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 1.6000 3,296.00 512.000 819.20 853.000 1,364.80 24 REMOVE ASPHALT CONCRETE DIKE LF 0.1000 1,450.00 0.000 0.00 25 REMOVE DOWNDRAIN LF 40.0000 1,760.00 0.000 0.00 26 REMOVE CONCRETE PAVEMENT CY 35.0000 563,500.00 0.000 0.00 27 RECONSTRUCT METAL BEAM GUARD RAILING LF 28.0000 16,240.00 0.000 0.00 28 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2000 14,400.00 0.000 0.00 29 ROADWAY EXCAVATION CY 14.0000 947,800.00 2,660.000 37,240.00 30 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.750 3,000.00 31 CLASS 2 AGGREGATE SUBBASE CY 11.0000 233,200.00 0.000 0.00 32 CLASS 2 AGGREGATE BASE CY 16.0000 85,120.00 0.000 0.00 33 LEAN CONCRETE BASE CY 85.0000 1,292,000.00 0.000 0.00 34 HOT MIX ASPHALT (TYPE A) TON 80.0000 552,800.00 5,150.700 412,056.00 5,150.700 412,056.00 35 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.0000 16,000.00 0.000 0.00 36 RUMBLE STRIP STA 50.0000 3,350.00 0.000 0.00 37 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 760.00 0.000 0.00 38 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 27,800.00 0.000 0.00 39 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 460.00 0.000 0.00 40 PLACE HOT MIX ASPHALT SQYD 140.0000 9,100.00 0.000 0.00 (MISCELLANEOUS AREA) 41 TACK COAT TON 1,250.0000 17,500.00 0.000 0.00 42 JOINTED PLAIN CONCRETE PAVEMENT CY 92.0000 3,624,800.00 0.000 0.00 43 SHOULDER RUMBLE STRIP STA 65.0000 16,250.00 0.000 0.00 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 44 REPLACE CONCRETE PAVEMENT CY 600.0000 420,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 45 SEAL PAVEMENT JOINT LF 1.8000 185,400.00 0.000 0.00 46 SEAL ISOLATION JOINT LF 1.5000 36,150.00 0.000 0.00 47 GRIND EXISTING CONCRETE SQYD 2.2000 158,840.00 0.000 0.00 PAVEMENT 48 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 77.4400 4,956.16 0.000 0.00 (.079" THICK) PROGRAM CAS145 PAGE 3 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 10:48 AM ESTIMATE NO. 02 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 05/20/11 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 05/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 49 18" ENTRANCE TAPER EA 1,166.0000 3,498.00 0.000 0.00 50 ANCHOR ASSEMBLY EA 768.9000 2,306.70 0.000 0.00 51 TRANSITION RAILING (TYPE WB) EA 3,300.0000 23,100.00 0.000 0.00 52 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 3,400.00 0.000 0.00 53 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 29,700.00 0.000 0.00 54 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 99,840.00 0.000 0.00 (RECESSED, BROKEN 36-12) 55 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.6000 17,576.00 0.000 0.00 (RECESSED) 56 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 704.00 0.000 0.00 (RECESSED) (BROKEN 17-7) 57 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 63,240.00 0.000 0.00 (RECESSED) 58 PAVEMENT MARKER EA 11.7000 30,654.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) 59 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 550.0000 550.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 60 INDUCTIVE LOOP DETECTOR LS 6,000.0000 6,000.00 0.000 0.00 61 MODIFY LIGHTING LS 40,000.0000 40,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 10:48 AM ESTIMATE NO. 02 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 05/20/11 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 05/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 571,482.61 708,555.93 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 571,482.61 708,555.93 62 MOBILIZATION LS 985,310.0000 985,310.00 0.500 492,655.00 0.500 492,655.00 ORIGINAL CONTRACT AMOUNT 11,429,469.00 TOTAL WORK COMPLETED 1,064,137.61 1,201,210.93 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,064,137.61 1,201,210.93 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 05/18/12 22 7 0 0 10% 8% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 05/24/11