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 11/19/08 EST. NO.09 TIME 08:23 AM R.E. NAME: HADDADIN, HAIDAR 06-0E0504 --------------------------------------------------------------------------- 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 0004 10,749.95 E.W. @ F.A.(+) 092407 N 0123 0 004 0002-1 -279,396.90 A.C. @ U.P.(+) 091708 N 85A624 DAO CORRECTING ENTRY 0004 253,695.89 091708 N 419978 006 0006 736.45 E.W. @ F.A.(+) 073008 N 401.90 0007 805.00 060108 N 1004 0 0008 1,607.13 072808 N 4833 0 0009 1,150.00 072908 N 4832 0 0010 2,002.44 073108 N 1001.2 0011 19,065.33 080308 N 4834 0 0012 17,682.10 080508 N 4835 0 0013 3,181.78 081108 N 4603 0 0014 4,897.11 081208 N 4604 0 007 0022 -145,457.57 A.C. @ L.S.(-) 111808 N 54S2Q0 -109,281.29 TOTAL THIS ESTIMATE 1,104,625.37 TOTAL PREVIOUS ESTIMATE 995,344.08 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 11/19/08 EST. NO.09 TIME 08:23 AM R.E. NAME: HADDADIN, HAIDAR 06-0E0504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CEM 4401 -10,000.00 07 MISS CEM 2402 -10,000.00 07 RECD CEM 4401 10,000.00 08 RECD CEM 2402 10,000.00 08 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 07 RECD PYRL 10,000.00 09 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E0504 TIME 08:23 AM ESTIMATE NO. 09 BID OPENING 07/17/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 11/19/08 LOCATION FINAL ESTIMATE 06-FRE-5-37.2/48.6 -------------- GRANITE CONSTRUCTION IN FRESNO COUNTY NEAR MENDOTA FROM 1.7 KM SOUTH OF KAMM AVENUE TO 0.6 KM SOUTH OF PANOCHE ROAD FED. AID NO. ACIM-005 -5(135)E ,ACIM-005 -5(356)E 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 2,500.0000 2,500.00 1.000 2,500.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 80,000.00 80.000 80,000.00 03 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000.00 04 PREPARE WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 1.000 5,000.00 PROGRAM 05 TEMPORARY COVER M2 1.7500 1,750.00 0.000 0.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 1,000.0000 4,000.00 0.000 0.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,000.0000 1,000.00 1.000 1,000.00 08 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 1.000 7,500.00 S) 09 TRAFFIC CONTROL SYSTEM LS 55,000.0000 55,000.00 1.000 55,000.00 S) 10 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 1.000 25,000.00 S) 11 REMOVE METAL BEAM GUARD RAILING M 38.0000 6,080.00 267.000 10,146.00 S) 12 REMOVE ROADSIDE SIGN EA 50.0000 200.00 4.000 200.00 13 REMOVE ASPHALT CONCRETE DIKE M 5.5000 66,000.00 6,383.200 35,107.60 14 REMOVE CONCRETE PAVEMENT M3 200.0000 150,000.00 1,055.400 211,080.00 15 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 185,000.00 34,853.260 174,266.30 S) 16 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 17 IMPORTED MATERIAL (SHOULDER BACKING) TONN 90.0000 357,300.00 200.000 18,000.00 8,614.460 775,301.40 18 SEAL RANDOM CRACKS LNKM 750.0000 60,000.00 75.000 56,250.00 19 ASPHALT CONCRETE (TYPE A) TONN 125.0000 488,750.00 4,433.160 554,145.00 20 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 88.0000 5,403,200.00 56,466.100 4,969,016.80 21 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 191.0000 30,560.00 138.000 26,358.00 AREA) 22 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 92.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 11/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E0504 TIME 08:23 AM ESTIMATE NO. 09 BID OPENING 07/17/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 11/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 42,000.00 6,952.760 24,334.66 24 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.5000 42.00 0.000 0.00 25 SHOULDER RUMBLE STRIP STA 30.0000 22,200.00 714.500 21,435.00 (AC, GROUND-IN INDENTATIONS) 26 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 210.00 97.400 97.40 27 FURNISH SINGLE SHEET ALUMINUM SIGN M2 250.0000 2,250.00 8.320 2,080.00 (2.0 MM-UNFRAMED) 28 ROADSIDE SIGN - ONE POST EA 250.0000 1,000.00 4.000 1,000.00 29 DELINEATOR (CLASS 1) EA 50.0000 8,500.00 161.000 8,050.00 30 METAL BEAM GUARD RAILING (STEEL POST) M 100.0000 7,700.00 137.160 13,716.00 S) 31 DOUBLE METAL BEAM GUARD RAILING M 125.0000 3,875.00 61.000 7,625.00 S) (STEEL POST) 32 RAIL TENSIONING ASSEMBLY EA 325.0000 2,600.00 8.000 2,600.00 S) 33 RETURN CAP (TYPE A) EA 270.0000 2,160.00 8.000 2,160.00 S) 34 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 8,100.00 9.000 8,100.00 S) 35 END ANCHOR ASSEMBLY (TYPE CA) EA 1,400.0000 11,200.00 8.000 11,200.00 S) 36 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 3,200.00 1.000 3,200.00 S) 37 CRASH CUSHION, SAND FILLED EA 6,300.0000 50,400.00 8.000 50,400.00 S) 38 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 2,464.00 106.320 3,402.24 S) 39 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 38,900.00 80,266.000 40,133.00 S) (SPRAYABLE) 40 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,800.00 1,002.000 2,004.00 S) 41 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 18,300.00 37,617.000 18,808.50 S) (BROKEN 10.98 M - 3.66 M) 42 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 200.00 259.000 129.50 S) (BROKEN 5.18 M - 2.14 M) 43 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 10,920.00 5,419.000 10,838.00 S) 44 INDUCTIVE LOOP DETECTOR LS 17,000.0000 17,000.00 1.000 17,000.00 S) PROGRAM CAS145 PAGE 3 DATE 11/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E0504 TIME 08:23 AM ESTIMATE NO. 09 BID OPENING 07/17/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 11/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 18,000.00 7,251,184.40 ADJUSTMENT OF COMPENSATION -171,158.58 809,731.12 EXTRA WORK 61,877.29 185,612.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION -91,281.29 8,246,528.48 45 MOBILIZATION LS 775,000.0000 775,000.00 1.000 775,000.00 ORIGINAL CONTRACT AMOUNT 7,976,953.00 TOTAL WORK COMPLETED -91,281.29 9,021,528.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL -81,281.29 9,021,528.48 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 08/17/07 80 09/11/07 09/06/07 08/20/08 96 142 0 20 100% 100% HADDADIN, HAIDAR RESIDENT ENGINEER PROGRAM CAS145 DATE 11/19/08