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 05/22/08 EST. NO.03 TIME 05:10 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 --------------------------------------------------------------------------- *** 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 05/22/08 EST. NO.03 TIME 05:10 AM R.E. NAME: HADDADIN, HAIDAR 06-0E0504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E0504 TIME 05:10 AM ESTIMATE NO. 03 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 05/20/08 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 05/22/08 LOCATION PROGRESS 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 0.250 625.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 80,000.00 0.210 210.00 20.210 20,210.00 03 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.000 0.00 04 PREPARE WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.750 3,750.00 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 0.250 250.00 08 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.090 675.00 0.840 6,300.00 S) 09 TRAFFIC CONTROL SYSTEM LS 55,000.0000 55,000.00 0.210 11,550.00 0.435 23,925.00 S) 10 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.210 5,250.00 0.460 11,500.00 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 0.000 0.00 13 REMOVE ASPHALT CONCRETE DIKE M 5.5000 66,000.00 3,480.600 19,143.30 3,480.600 19,143.30 14 REMOVE CONCRETE PAVEMENT M3 200.0000 150,000.00 -20.600 -4,120.00 1,055.400 211,080.00 15 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 185,000.00 12,372.330 61,861.65 12,372.330 61,861.65 S) 16 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 0.210 1,050.00 0.460 2,300.00 17 IMPORTED MATERIAL (SHOULDER BACKING) TONN 90.0000 357,300.00 0.000 0.00 18 SEAL RANDOM CRACKS LNKM 750.0000 60,000.00 60.000 45,000.00 60.000 45,000.00 19 ASPHALT CONCRETE (TYPE A) TONN 125.0000 488,750.00 1,573.190 196,648.75 4,165.690 520,711.25 20 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 88.0000 5,403,200.00 0.000 0.00 21 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 191.0000 30,560.00 237.600 45,381.60 AREA) 22 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 92.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 05/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E0504 TIME 05:10 AM ESTIMATE NO. 03 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 05/20/08 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 05/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 26 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 210.00 3.430 3.43 3.430 3.43 27 FURNISH SINGLE SHEET ALUMINUM SIGN M2 250.0000 2,250.00 0.000 0.00 (2.0 MM-UNFRAMED) 28 ROADSIDE SIGN - ONE POST EA 250.0000 1,000.00 0.000 0.00 29 DELINEATOR (CLASS 1) EA 50.0000 8,500.00 0.000 0.00 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 0.000 0.00 S) 39 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 38,900.00 0.000 0.00 S) (SPRAYABLE) 40 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,800.00 0.000 0.00 S) 41 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 18,300.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 42 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 200.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 43 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 10,920.00 0.000 0.00 S) 44 INDUCTIVE LOOP DETECTOR LS 17,000.0000 17,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 05/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E0504 TIME 05:10 AM ESTIMATE NO. 03 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 05/20/08 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 05/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 337,272.13 1,081,188.23 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 337,272.13 1,081,188.23 45 MOBILIZATION LS 775,000.0000 775,000.00 0.250 193,750.00 0.750 581,250.00 ORIGINAL CONTRACT AMOUNT 7,976,953.00 TOTAL WORK COMPLETED 531,022.13 1,662,438.23 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 531,022.13 1,662,438.23 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 08/17/07 80 09/11/07 09/06/07 07/23/08 36 138 0 0 20% 45% PROGRESS IS SATISFACTORY HADDADIN, HAIDAR RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 05/22/08