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 07/05/07 EST. NO.06 TIME 11:05 AM R.E. NAME: HISHAM ALNATOUR 06-0F3804 --------------------------------------------------------------------------- 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 0010 319.59 E.W. @ F.A.(+) 050807 N 0010 0 0011 286.10 061107 N 0011 0 003 0004 1,040.67 A.C. @ U.P.(+) 052507 N 0001 0 1,646.36 TOTAL THIS ESTIMATE 158,280.43 TOTAL PREVIOUS ESTIMATE 159,926.79 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 07/05/07 EST. NO.06 TIME 11:05 AM R.E. NAME: HISHAM ALNATOUR 06-0F3804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CPM -126,552.63 01 MISS CPM -17,451.00 02 REL CPM DEDUCTION 144,003.63 03 MISSING SWDRR -10,000.00 06 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PYRL INFO -10,000.00 06 -10,000.00 -10,000.00 OTHER OUTSTANDING DOCUMENTS MISSING CEM2402 -10,000.00 06 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -30,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 07/05/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F3804 TIME 11:05 AM ESTIMATE NO. 06 BID OPENING 01/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/28/07 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 07/05/07 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 06-KER-58-52.5/53.6 ---------------------------------- GRANITE CONSTRUCTION COMPANY IN KERN COUNTY IN BAKERSFIELD FROM P.O. BOX 5127 0.1 KM EAST OF ROUTE 58 AND 99 BAKERSFIELD, CA 93388 SEPARATION TO 0.1 KM EAST OF SOUTH CHESTER AVENUE OVERCROSSING FED. AID NO. N O N E WIDEN FREEWAY LANE AND SHOULDER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 20.0000 840.00 35.000 700.00 02 PREPARE STORM WATER POLLUTION LS 650.0000 650.00 1.000 650.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 6,000.0000 6,000.00 1.000 6,000.00 04 TEMPORARY FIBER ROLL M 38.0000 4,940.00 43.000 1,634.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,200.0000 1,200.00 1.000 1,200.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 4,700.0000 9,400.00 2.000 9,400.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 3,500.00 9.000 4,500.00 08 STREET SWEEPING LS 6,200.0000 6,200.00 1.000 6,200.00 09 CONSTRUCTION AREA SIGNS LS 6,800.0000 6,800.00 1.000 6,800.00 S) 10 TRAFFIC CONTROL SYSTEM LS 79,000.0000 79,000.00 1.000 79,000.00 S) 11 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 15,600.00 3,396.000 13,584.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 57.0000 3,477.00 68.000 3,876.00 S) 13 TEMPORARY PAVEMENT MARKER EA 10.0000 1,400.00 175.000 1,750.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,300.0000 25,300.00 1.000 25,300.00 S) 15 TEMPORARY RAILING (TYPE K) M 54.0000 89,640.00 1,664.000 89,856.00 16 TEMPORARY CRASH CUSHION MODULE EA 391.0000 5,474.00 14.000 5,474.00 S) 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 1,200.00 182.000 910.00 S) STRIPE 18 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 5,340.00 2,789.000 5,578.00 S) 19 REMOVE PAVEMENT MARKING M2 20.0000 400.00 20.150 403.00 S) 20 REMOVE PAVEMENT MARKER EA 1.0000 150.00 187.000 187.00 S) 21 REMOVE ROADSIDE SIGN EA 240.0000 720.00 3.000 720.00 S) 22 REMOVE ASPHALT CONCRETE DIKE M 23.0000 1,495.00 65.000 1,495.00 PROGRAM CAS145 PAGE 2 DATE 07/05/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F3804 TIME 11:05 AM ESTIMATE NO. 06 BID OPENING 01/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/28/07 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 07/05/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PIPE M 113.0000 5,311.00 46.300 5,231.90 24 REMOVE INLET EA 2,500.0000 2,500.00 1.000 2,500.00 25 RESET ROADSIDE SIGN EA 245.0000 245.00 1.000 245.00 26 CLEARING AND GRUBBING LS 4,400.0000 4,400.00 1.000 4,400.00 27 ROADWAY EXCAVATION M3 51.0000 80,070.00 1,606.000 81,906.00 28 LEAD COMPLIANCE PLAN LS 8,400.0000 8,400.00 0.250 2,100.00 1.000 8,400.00 29 HIGHWAY PLANTING LS 14,900.0000 14,900.00 1.000 14,900.00 S) 30 PLANT ESTABLISHMENT WORK LS 3,600.0000 3,600.00 1.000 3,600.00 S) 31 IRRIGATION SYSTEM LS 15,400.0000 15,400.00 1.000 15,400.00 S) 32 CLASS 2 AGGREGATE BASE M3 67.0000 30,820.00 525.000 35,175.00 33 LEAN CONCRETE BASE M3 388.0000 267,720.00 0.000 0.00 34 ASPHALT CONCRETE (TYPE A) TONN 77.0000 113,960.00 1,607.910 123,809.07 35 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 29.0000 4,060.00 131.000 3,799.00 AREA) 36 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 120.0000 3,840.00 40.000 4,800.00 37 CONCRETE PAVEMENT M3 416.0000 503,360.00 1,253.950 521,643.20 38 REPLACE CONCRETE PAVEMENT M3 1,335.0000 146,850.00 161.510 215,615.85 (RAPID STRENGTH CONCRETE) 39 SEAL PAVEMENT JOINT M 15.8000 17,222.00 1,090.000 17,222.00 40 SEAL LONGITUDINAL ISOLATION JOINT M 30.9000 37,698.00 1,221.000 37,728.90 41 GRIND EXISTING CONCRETE M2 9.0000 13,230.00 1,102.050 9,918.45 S) PAVEMENT 42 MINOR CONCRETE (MINOR STRUCTURE) M3 2,900.0000 6,380.00 2.160 6,264.00 F) 43 MINOR CONCRETE (BACKFILL) M3 367.0000 8,441.00 22.100 8,110.70 44 FURNISH LAMINATED PANEL SIGN M2 300.0000 11,700.00 38.250 11,475.00 S) (25.4 MM-TYPE A) 45 FURNISH SINGLE SHEET ALUMINUM SIGN M2 168.0000 1,176.00 6.120 1,028.16 S) (1.6 MM-UNFRAMED) 46 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 294.00 2.080 291.20 S) (2.0 MM-UNFRAMED) 47 ROADSIDE SIGN - ONE POST EA 1,290.0000 6,450.00 5.000 6,450.00 S) 48 INSTALL SIGN PANEL ON EXISTING FRAME M2 165.0000 6,435.00 38.250 6,311.25 S) 49 450 MM ALTERNATIVE PIPE CULVERT M 334.0000 2,672.00 7.900 2,638.60 PROGRAM CAS145 PAGE 3 DATE 07/05/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F3804 TIME 11:05 AM ESTIMATE NO. 06 BID OPENING 01/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/28/07 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 07/05/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 365 MM X 575 MM OVAL SHAPED REINFORCED M 1,225.0000 20,825.00 16.900 20,702.50 CONCRETE PIPE (CLASS II) 51 MISCELLANEOUS IRON AND STEEL KG 2.0000 592.00 296.000 592.00 SF) 52 DELINEATOR (CLASS 1) EA 65.0000 650.00 10.000 650.00 53 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 2,400.00 76.600 3,064.00 S) 54 THERMOPLASTIC TRAFFIC STRIPE M 0.6500 2,073.50 3,899.000 2,534.35 S) (SPRAYABLE) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 480.00 516.000 516.00 S) 56 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 750.00 216.000 648.00 S) 57 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 1,391.00 2,217.000 1,441.05 S) (BROKEN 10.98 M - 3.66 M) 58 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 1,500.00 372.000 1,860.00 S) 59 ELECTRIC SERVICE (IRRIGATION) LS 75,900.0000 75,900.00 1.000 75,900.00 S) 60 MODIFY TRAFFIC MONITORING STATION LS 19,000.0000 19,000.00 1.000 19,000.00 S) PROGRAM CAS145 PAGE 4 DATE 07/05/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F3804 TIME 11:05 AM ESTIMATE NO. 06 BID OPENING 01/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/28/07 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 07/05/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,100.00 1,540,988.18 ADJUSTMENT OF COMPENSATION 1,040.67 1,040.67 EXTRA WORK 605.69 158,886.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,746.36 1,700,914.97 61 MOBILIZATION LS 81,965.0000 81,965.00 1.000 81,965.00 ORIGINAL CONTRACT AMOUNT 1,793,386.50 TOTAL WORK COMPLETED 3,746.36 1,782,879.97 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -30,000.00 -30,000.00 TOTAL -26,253.64 1,752,879.97 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/08/07 80 02/23/07 02/23/07 06/28/07 88 1 0 0 100% 100% HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/05/07