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 09/27/07 EST. NO.04 TIME 01:21 PM R.E. NAME: ZOKAI, FARID 12-0E0204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 5,167.30 E.W. @ F.A.(+) 061107 N 1 0 0002 974.63 070907 N 2 0 0003 22,558.69 061207 N 3 0 28,700.62 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 28,700.62 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 09/27/07 EST. NO.04 TIME 01:21 PM R.E. NAME: ZOKAI, FARID 12-0E0204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 001 -1,250.00 01 OVERBID ITEM NO. 001 -1,250.00 02 0.00 -2,500.00 TOTAL DEDUCTIONS 0.00 -2,500.00 PROGRAM CAS145 PAGE 1 DATE 09/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0204 TIME 01:21 PM ESTIMATE NO. 04 BID OPENING 03/22/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 09/27/07 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-5-14.5/21.4 ----------------------- GRIFFITH COMPANY IN ORANGE COUNTY IN MISSION VIEJO, P.O. BOX 2150 LAKE FOREST, LAGUNA HILLS AND SANTA FE SPRINGS, CA 90670 IRVINE FROM OSO CREEK BRIDGE TO 0.1 KM NORTH OF ROUTE 5 AND 405 SEPARATION FED. AID NO. ACIM-005 -2(937)86E REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 0.500 3,750.00 02 TIME-RELATED OVERHEAD LS 125,000.0000 125,000.00 0.200 25,000.00 0.800 100,000.00 03 PREPARE WATER POLLUTION CONTROL LS 1,500.0000 1,500.00 0.200 300.00 0.800 1,200.00 PROGRAM 04 WATER POLLUTION CONTROL LS 7,500.0000 7,500.00 0.200 1,500.00 0.800 6,000.00 05 STREET SWEEPING LS 10,000.0000 10,000.00 0.200 2,000.00 0.800 8,000.00 06 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 27,000.0000 27,000.00 0.200 5,400.00 0.800 21,600.00 07 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.100 4,500.00 0.900 40,500.00 S) 08 TRAFFIC CONTROL SYSTEM LS 700,000.0000 700,000.00 0.200 140,000.00 0.800 560,000.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.200 6,000.00 0.800 24,000.00 S) 10 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.4000 226,080.00 65,940.040 158,256.10 S) STRIPE 11 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.2500 23,775.00 0.000 0.00 S) 12 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 14.0000 7,700.00 0.000 0.00 S) 13 REMOVE PAVEMENT MARKER EA 0.5000 25,300.00 3,003.000 1,501.50 S) 14 REMOVE ROADSIDE SIGN EA 100.0000 4,600.00 0.000 0.00 15 REMOVE ROADSIDE SIGN EA 20.0000 40.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 16 REMOVE ASPHALT CONCRETE DIKE M 4.5000 7,290.00 0.000 0.00 17 REMOVE DELINEATOR EA 20.0000 1,240.00 0.000 0.00 18 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.7500 71,775.00 0.000 0.00 S) 19 ROADWAY EXCAVATION M3 40.0000 26,000.00 0.000 0.00 20 LEAD COMPLIANCE PLAN LS 6,500.0000 6,500.00 0.900 5,850.00 21 CLASS 2 AGGREGATE SUBBASE M3 70.0000 16,100.00 0.000 0.00 22 AGGREGATE BASE (APPROACH SLAB) M3 775.0000 14,725.00 16.750 12,981.25 23.750 18,406.25 PROGRAM CAS145 PAGE 2 DATE 09/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0204 TIME 01:21 PM ESTIMATE NO. 04 BID OPENING 03/22/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 09/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ASPHALT CONCRETE (TYPE A) TONN 110.0000 96,800.00 0.000 0.00 24 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 108.0000 266,760.00 0.000 0.00 25 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 14.0000 22,680.00 0.000 0.00 26 ASPHALTIC EMULSION (PAINT BINDER) TONN 200.0000 15,800.00 0.000 0.00 27 CONCRETE PAVEMENT M3 620.0000 266,600.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 28 REPLACE CONCRETE PAVEMENT M3 965.0000 1,003,600.00 1,414.890 1,365,368.85 (RAPID STRENGTH CONCRETE) 29 DOWEL BAR (SMOOTH, EPOXY COATED) EA 30.0000 88,500.00 4,730.000 141,900.00 30 GRIND EXISTING CONCRETE M2 5.5000 2,926,000.00 184,500.000 1,014,750.00 466,871.930 2,567,795.62 S) PAVEMENT 31 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,000.0000 370,000.00 130.950 261,900.00 231.350 462,700.00 (TYPE R) 32 PAVING NOTCH EXTENSION M3 10,800.0000 35,640.00 2.625 28,350.00 4.125 44,550.00 33 CLEAN EXPANSION JOINT M 110.0000 35,750.00 0.000 0.00 34 JOINT SEAL (MR 15 MM) M 185.0000 75,850.00 0.000 0.00 S) 35 FURNISH LAMINATED PANEL SIGN M2 170.0000 27,200.00 0.000 0.00 (25.4 MM-TYPE A) 36 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 1,100.00 0.000 0.00 (1.6 MM-UNFRAMED) 37 FURNISH SINGLE SHEET ALUMINUM SIGN M2 112.0000 6,048.00 0.000 0.00 (2.0 MM-UNFRAMED) 38 ROADSIDE SIGN - ONE POST EA 290.0000 13,340.00 0.000 0.00 39 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 270.00 0.000 0.00 METHOD) 40 INSTALL SIGN OVERLAY M2 1,500.0000 2,100.00 0.000 0.00 41 INSTALL SIGN PANEL ON EXISTING FRAME M2 360.0000 57,600.00 0.000 0.00 42 DELINEATOR (CLASS 1) EA 45.0000 2,790.00 0.000 0.00 43 THERMOPLASTIC PAVEMENT MARKING M2 67.0000 45,560.00 71.000 4,757.00 71.000 4,757.00 S) 44 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 190,400.00 35,003.000 49,004.20 35,003.000 49,004.20 S) 45 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.7500 29,437.50 568.000 2,130.00 568.000 2,130.00 S) 46 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 12,285.00 810.000 1,701.00 810.000 1,701.00 S) (BROKEN 3.66 M - 0.92 M) 47 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 72,930.00 18,343.000 15,591.55 18,343.000 15,591.55 S) (BROKEN 10.98 M - 3.66 M) 48 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,910.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 49 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 6,345.00 811.000 1,824.75 811.000 1,824.75 S) (BROKEN 10.98 M - 3.66 M) PROGRAM CAS145 PAGE 3 DATE 09/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0204 TIME 01:21 PM ESTIMATE NO. 04 BID OPENING 03/22/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 09/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PAINT TRAFFIC STRIPE (2-COAT) M 0.8500 72,930.00 14,202.000 12,071.70 57,102.000 48,536.70 S) 51 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.1000 60,900.00 6,274.000 13,175.40 6,274.000 13,175.40 S) 52 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.7500 107,350.00 4,047.000 19,223.25 4,047.000 19,223.25 S) 53 INDUCTIVE LOOP DETECTOR LS 50,000.0000 50,000.00 0.000 0.00 S) 54 MODIFY RAMP METERING SYSTEM LS 35,000.0000 35,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 09/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0204 TIME 01:21 PM ESTIMATE NO. 04 BID OPENING 03/22/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 09/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,622,160.10 5,687,322.17 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 28,700.62 28,700.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,650,860.72 5,716,022.79 55 MOBILIZATION LS 527,000.0000 527,000.00 1.000 527,000.00 ORIGINAL CONTRACT AMOUNT 7,911,100.50 TOTAL WORK COMPLETED 1,650,860.72 6,243,022.79 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,500.00 TOTAL 1,650,860.72 6,240,522.79 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 2,500.00 7,500.00 5,000.00 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 05/07/07 120 05/22/07 05/22/07 11/13/07 87 4 0 0 73% 73% PROGRESS IS SATISFACTORY ZOKAI, FARID RESIDENT ENGINEER PROGRAM CAS145 DATE 09/27/07