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 03/23/12 EST. NO.06 TIME 11:17 AM R.E. NAME: ZOKAI,FARID 12-0L1504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 897.29 E.W. @ F.A.(+) 022112 N 01 0 0002 1,606.89 022412 N 02 0 0003 481.96 030612 N 03 0 2,986.14 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 2,986.14 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 03/23/12 EST. NO.06 TIME 11:17 AM R.E. NAME: ZOKAI,FARID 12-0L1504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L1504 TIME 11:17 AM ESTIMATE NO. 06 BID OPENING 03/24/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: ZOKAI,FARID DATE OF THIS ESTIMATE 03/23/12 LOCATION PROGRESS ESTIMATE 12-ORA-57-11.0/22.5 ----------------- O'DONNELL CONSTRUCTION, INC. IN OC.IN ORANGE ANAHEIM, PLACENTIA 599 W COVINA BLVD AND BREA FR. 0.2 MILE NORTH OF I-5 SAN DIMAS CA 91773 TO ORA/LA CO. LINE ON SB DIRECTION ONLY FED. AID NO. N O N E REPLACE CONCRETE PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 CONSTRUCTION SITE MANAGEMENT LS 700.0000 700.00 0.050 35.00 0.850 595.00 002 PREPARE WATER POLLUTION CONTROL LS 900.0000 900.00 1.000 900.00 PROGRAM 003 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,600.0000 2,600.00 0.050 130.00 0.850 2,210.00 004 CONSTRUCTION AREA SIGNS LS 32,000.0000 32,000.00 0.750 24,000.00 005 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 0.050 5,500.00 0.850 93,500.00 006 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.050 250.00 0.850 4,250.00 007 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.5000 5,495.00 1,365.000 4,777.50 STRIPE (HAZARDOUS WASTE) 008 REMOVE PAVEMENT MARKER EA 1.0000 1,680.00 603.000 603.00 009 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 800.00 110.000 880.00 110.000 880.00 010 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 17,250.00 5,750.000 17,250.00 011 LEAD COMPLIANCE PLAN LS 2,100.0000 2,100.00 1.000 2,100.00 012 AGGREGATE BASE (APPROACH SLAB) CY 400.0000 4,400.00 9.000 3,600.00 12.000 4,800.00 013 HOT MIX ASPHALT (TYPE A) TON 300.0000 600.00 3.000 900.00 3.000 900.00 014 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 120.0000 87,600.00 699.630 83,955.60 015 DATA CORE LS 1,800.0000 1,800.00 0.000 0.00 016 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 35.0000 2,100.00 65.000 2,275.00 65.000 2,275.00 017 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 35.0000 1,400.00 45.000 1,575.00 45.000 1,575.00 018 TACK COAT TON 1,300.0000 5,200.00 4.390 5,707.00 019 REPLACE CONCRETE PAVEMENT CY 510.0000 708,900.00 1,993.440 1,016,654.40 (RAPID STRENGTH CONCRETE) 020 GROOVE EXISTING CONCRETE PAVEMENT SQYD 11.0000 15,950.00 1,719.500 18,914.50 1,719.500 18,914.50 021 GRIND EXISTING CONCRETE SQYD 12.0000 67,440.00 2,170.800 26,049.60 9,205.800 110,469.60 PAVEMENT 022 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 109,000.00 26.000 26,000.00 26.000 26,000.00 (TYPE R) PROGRAM CAS145 PAGE 2 DATE 03/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L1504 TIME 11:17 AM ESTIMATE NO. 06 BID OPENING 03/24/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: ZOKAI,FARID DATE OF THIS ESTIMATE 03/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 PAVING NOTCH EXTENSION CF 180.0000 5,940.00 40.000 7,200.00 024 JOINT SEAL (MR 1") LF 45.0000 3,015.00 24.000 1,080.00 24.000 1,080.00 025 JOINT SEAL (MR 1 1/2") LF 70.0000 4,340.00 54.000 3,780.00 54.000 3,780.00 026 JOINT SEAL (MR 2") LF 90.0000 3,060.00 0.000 0.00 027 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,650.00 75.000 825.00 75.000 825.00 (0.063"-UNFRAMED) 028 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 2,400.00 100.000 1,200.00 100.000 1,200.00 (0.080"-UNFRAMED) 029 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,008.00 36.000 504.00 36.000 504.00 (0.063"-FRAMED) 030 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 5,100.00 170.000 2,550.00 170.000 2,550.00 (0.080"-FRAMED) 031 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 7,200.00 39.000 3,900.00 39.000 3,900.00 EXISTING POST 032 METAL BEAM GUARD RAILING (WOOD POST) LF 35.0000 1,400.00 40.000 1,400.00 40.000 1,400.00 033 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 600.00 1.000 600.00 1.000 600.00 034 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 2,700.00 1.000 2,700.00 1.000 2,700.00 035 CONCRETE BARRIER MARKER EA 11.0000 14,190.00 1,420.000 15,620.00 1,420.000 15,620.00 036 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,680.00 3,153.000 3,153.00 037 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 1,156.00 163.000 277.10 038 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 550.00 0.000 0.00 (BROKEN 12-3) 039 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 3,240.00 526.000 3,156.00 040 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 3,302.00 0.000 0.00 (BROKEN 36-12) 041 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 546.00 211.000 295.40 (BROKEN 17-7) 042 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.7000 3,375.00 0.000 0.00 043 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 2,150.00 104.000 520.00 044 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.750 750.00 SYSTEM ELEMENTS DURING CONSTRUCTION 045 INDUCTIVE LOOP DETECTOR LS 33,000.0000 33,000.00 0.330 10,890.00 0.330 10,890.00 PROGRAM CAS145 PAGE 3 DATE 03/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L1504 TIME 11:17 AM ESTIMATE NO. 06 BID OPENING 03/24/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: ZOKAI,FARID DATE OF THIS ESTIMATE 03/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 131,158.10 1,482,717.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,986.14 2,986.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 134,144.24 1,485,703.24 046 MOBILIZATION LS 100,000.0000 100,000.00 1.000 100,000.00 ORIGINAL CONTRACT AMOUNT 1,389,517.00 TOTAL WORK COMPLETED 134,144.24 1,585,703.24 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 134,144.24 1,585,703.24 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 05/05/11 120 10/19/11 05/20/11 04/30/12 167 39 0 0 89% 100% PROGRESS IS SATISFACTORY ZOKAI,FARID RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/12