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 09/23/11 EST. NO.12 TIME 01:51 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 --------------------------------------------------------------------------- 004 0001 5,778.24 E.W. @ F.A.(+) 031911 N 44 0 0002 3,722.75 031111 N 45 0 0003 6,497.12 031611 N 46 0 15,998.11 TOTAL THIS ESTIMATE 52,736.25 TOTAL PREVIOUS ESTIMATE 68,734.36 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 09/23/11 EST. NO.12 TIME 01:51 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 09/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L0604 TIME 01:51 PM ESTIMATE NO. 12 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 09/20/11 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 09/23/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,080.0000 1,080.00 1.000 1,080.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 750.00 0.000 0.00 003 TIME-RELATED OVERHEAD LS 95,000.0000 95,000.00 1.000 95,000.00 004 CONSTRUCTION SITE MANAGEMENT LS 540.0000 540.00 0.700 378.00 005 PREPARE WATER POLLUTION CONTROL LS 540.0000 540.00 1.000 540.00 PROGRAM 006 TEMPORARY DRAINAGE INLET PROTECTION EA 162.0000 58,320.00 36.000 5,832.00 007 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,300.0000 1,300.00 1.000 1,300.00 008 CONSTRUCTION AREA SIGNS LS 31,320.0000 31,320.00 0.800 25,056.00 009 TRAFFIC CONTROL SYSTEM LS 375,000.0000 375,000.00 0.950 356,250.00 010 PORTABLE CHANGEABLE MESSAGE SIGN LS 34,000.0000 34,000.00 0.950 32,300.00 011 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.0500 27,250.00 545,000.000 27,250.00 012 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.4000 2,322.00 430.000 2,322.00 013 REMOVE PAVEMENT MARKER EA 0.7600 40,812.00 59,405.000 45,147.80 014 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 117,950.00 36,762.000 128,667.00 015 ROADWAY EXCAVATION CY 87.0000 2,610.00 0.000 0.00 016 LEAD COMPLIANCE PLAN LS 1,620.0000 1,620.00 1.000 1,620.00 017 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 97.0000 420,980.00 4,371.000 423,987.00 018 DATA CORE LS 2,700.0000 2,700.00 1.000 2,700.00 019 TACK COAT TON 620.0000 11,160.00 7.400 4,588.00 020 REPLACE CONCRETE PAVEMENT CY 640.0000 300,800.00 625.000 400,000.00 (RAPID STRENGTH CONCRETE) 021 DOWEL BAR (DRILL AND BOND) EA 16.0000 35,200.00 1,763.000 28,208.00 022 REPAIR SPALLED JOINTS SQYD 780.0000 109,200.00 112.000 87,360.00 PROGRAM CAS145 PAGE 2 DATE 09/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L0604 TIME 01:51 PM ESTIMATE NO. 12 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 09/20/11 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 09/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 GRIND EXISTING CONCRETE SQYD 2.9700 2,482,920.00 731,258.000 2,171,836.26 PAVEMENT 024 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.1800 2,683.20 0.000 0.00 (0.063"-UNFRAMED) 025 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7200 808.68 0.000 0.00 (0.063"-FRAMED) 026 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5800 3,774.00 0.000 0.00 (0.080"-FRAMED) 027 INSTALL ROADSIDE SIGN PANEL ON EA 82.0800 3,283.20 0.000 0.00 EXISTING POST 028 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,700.0000 3,700.00 1.000 3,700.00 029 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 26,080.00 0.000 0.00 030 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 12,642.00 0.000 0.00 031 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 13,760.00 0.000 0.00 (BROKEN 12-3) 032 THERMOPLASTIC PAVEMENT MARKING SQFT 6.5000 2,795.00 0.000 0.00 033 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 69,280.00 0.000 0.00 (BROKEN 36-12) 034 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 20.80 0.000 0.00 (BROKEN 17-7) 035 PAINT TRAFFIC STRIPE (2-COAT) LF 0.0300 12,990.00 221,144.000 6,634.32 036 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2400 52,700.00 34,548.000 42,839.52 037 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.4300 27,459.00 12,405.000 30,144.15 038 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,700.0000 2,700.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 039 INDUCTIVE LOOP DETECTOR EA 426.5700 302,864.70 704.000 300,305.28 040 LOOP DETECTOR LEAD-IN CABLE LF 0.9200 16,008.00 71,970.000 66,212.40 041 VEHICLE SENSOR NODE EA 918.0000 23,868.00 26.000 23,868.00 PROGRAM CAS145 PAGE 3 DATE 09/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L0604 TIME 01:51 PM ESTIMATE NO. 12 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 09/20/11 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 09/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 4,315,125.73 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 15,998.11 68,734.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 15,998.11 4,383,860.09 042 MOBILIZATION LS 36,000.0000 36,000.00 1.000 36,000.00 ORIGINAL CONTRACT AMOUNT 4,766,790.58 TOTAL WORK COMPLETED 15,998.11 4,419,860.09 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 15,998.11 4,419,860.09 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 10/20/11 149 148 0 0 93% 99% PROGRESS IS SATISFACTORY *** SUSPENDED ON 07/11/11. HAMIDI, FRED RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/11