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 06/21/11 EST. NO.09 TIME 01:15 PM R.E. NAME: HAMIDI, FRED 12-0L0604 --------------------------------------------------------------------------- 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 06/21/11 EST. NO.09 TIME 01:15 PM R.E. NAME: HAMIDI, FRED 12-0L0604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L0604 TIME 01:15 PM ESTIMATE NO. 09 BID OPENING 05/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 06/21/11 LOCATION PROGRESS ESTIMATE 12-ORA-405-0.0/11.4 ----------------- ALL AMERICAN ASPHALT IN ORANGE COUNTY IN IRVINE AND P O BOX 2229 COSTA MESA FROM ROUTE 5/405 CORONA CA 92878 SEPARATION TO HARBOR BOULEVARD UNDERCROSSING FED. AID NO. ACIM-405 -2(946)93E ASPHALT CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ 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 1,080.0000 1,080.00 0.250 270.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 750.00 0.000 0.00 03 TIME-RELATED OVERHEAD LS 95,000.0000 95,000.00 0.940 89,300.00 04 CONSTRUCTION SITE MANAGEMENT LS 540.0000 540.00 0.700 378.00 05 PREPARE WATER POLLUTION CONTROL LS 540.0000 540.00 0.750 405.00 PROGRAM 06 TEMPORARY DRAINAGE INLET PROTECTION EA 162.0000 58,320.00 36.000 5,832.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,300.0000 1,300.00 0.900 1,170.00 08 CONSTRUCTION AREA SIGNS LS 31,320.0000 31,320.00 0.800 25,056.00 09 TRAFFIC CONTROL SYSTEM LS 375,000.0000 375,000.00 0.050 18,750.00 0.950 356,250.00 10 PORTABLE CHANGEABLE MESSAGE SIGN LS 34,000.0000 34,000.00 0.050 1,700.00 0.950 32,300.00 11 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.0500 27,250.00 67,538.000 3,376.90 545,000.000 27,250.00 12 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.4000 2,322.00 430.000 2,322.00 13 REMOVE PAVEMENT MARKER EA 0.7600 40,812.00 59,405.000 45,147.80 14 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 117,950.00 36,762.000 128,667.00 36,762.000 128,667.00 15 ROADWAY EXCAVATION CY 87.0000 2,610.00 0.000 0.00 16 LEAD COMPLIANCE PLAN LS 1,620.0000 1,620.00 1.000 1,620.00 17 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 97.0000 420,980.00 4,371.000 423,987.00 4,371.000 423,987.00 18 DATA CORE LS 2,700.0000 2,700.00 1.000 2,700.00 1.000 2,700.00 19 TACK COAT TON 620.0000 11,160.00 7.400 4,588.00 7.400 4,588.00 20 REPLACE CONCRETE PAVEMENT CY 640.0000 300,800.00 625.000 400,000.00 (RAPID STRENGTH CONCRETE) 21 DOWEL BAR (DRILL AND BOND) EA 16.0000 35,200.00 1,763.000 28,208.00 22 REPAIR SPALLED JOINTS SQYD 780.0000 109,200.00 112.000 87,360.00 PROGRAM CAS145 PAGE 2 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L0604 TIME 01:15 PM ESTIMATE NO. 09 BID OPENING 05/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 GRIND EXISTING CONCRETE SQYD 2.9700 2,482,920.00 709,371.000 2,106,831.87 PAVEMENT 24 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.1800 2,683.20 0.000 0.00 (0.063"-UNFRAMED) 25 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7200 808.68 0.000 0.00 (0.063"-FRAMED) 26 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5800 3,774.00 0.000 0.00 (0.080"-FRAMED) 27 INSTALL ROADSIDE SIGN PANEL ON EA 82.0800 3,283.20 0.000 0.00 EXISTING POST 28 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,700.0000 3,700.00 1.000 3,700.00 29 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 26,080.00 0.000 0.00 30 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 12,642.00 0.000 0.00 31 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 13,760.00 0.000 0.00 (BROKEN 12-3) 32 THERMOPLASTIC PAVEMENT MARKING SQFT 6.5000 2,795.00 0.000 0.00 33 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 69,280.00 0.000 0.00 (BROKEN 36-12) 34 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 20.80 0.000 0.00 (BROKEN 17-7) 35 PAINT TRAFFIC STRIPE (2-COAT) LF 0.0300 12,990.00 221,144.000 6,634.32 36 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2400 52,700.00 34,548.000 42,839.52 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.4300 27,459.00 12,405.000 30,144.15 38 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,700.0000 2,700.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 39 INDUCTIVE LOOP DETECTOR EA 426.5700 302,864.70 40.000 17,062.80 684.000 291,773.88 40 LOOP DETECTOR LEAD-IN CABLE LF 0.9200 16,008.00 71,970.000 66,212.40 41 VEHICLE SENSOR NODE EA 918.0000 23,868.00 26.000 23,868.00 26.000 23,868.00 PROGRAM CAS145 PAGE 3 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L0604 TIME 01:15 PM ESTIMATE NO. 09 BID OPENING 05/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 624,699.70 4,234,814.94 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 52,736.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 624,699.70 4,287,551.19 42 MOBILIZATION LS 36,000.0000 36,000.00 1.000 36,000.00 ORIGINAL CONTRACT AMOUNT 4,766,790.58 TOTAL WORK COMPLETED 624,699.70 4,323,551.19 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 624,699.70 4,323,551.19 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 07/01/10 150 09/02/10 07/16/10 07/11/11 136 97 0 0 86% 91% PROGRESS IS SATISFACTORY HAMIDI, FRED RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/11