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 04/22/14 EST. NO.14 TIME 01:13 PM R.E. NAME: PATEL, PRAVIN 07-274504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 011 0009 1,771.90 E.W. @ F.A.(+) 022614 N 09 0 0010 1,810.99 022714 N 10 0 014 0007 1,523.58 E.W. @ F.A.(+) 022414 N 07 0 0008 782.67 022514 N 08 0 0009 967.90 030314 N 09 0 0010 1,637.16 030414 N 010 0 0011 3,351.63 030514 N 011 0 11,845.83 TOTAL THIS ESTIMATE 164,420.00 TOTAL PREVIOUS ESTIMATE 176,265.83 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 04/22/14 EST. NO.14 TIME 01:13 PM R.E. NAME: PATEL, PRAVIN 07-274504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-274504 TIME 01:13 PM ESTIMATE NO. 14 BID OPENING 01/10/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/14 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 04/22/14 LOCATION PROGRESS ESTIMATE 07-LA-5-15.1/18.2 ----------------- O'DONNELL CONSTRUCTION, INC. IN LOS ANGELES IN LOS ANGELES AT 559 W. COVINA BLVD. VARIOUS LOCATIONS SAN DIMAS CA 91773 FED. AID NO. ACNH-X037(159)E UPDGRADE MBGR & CRASH CUSHIONS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 CONSTRUCTION SITE MANAGEMENT LS 5,500.0000 5,500.00 1.000 5,500 003 CONSTRUCTION AREA SIGNS LS 16,000.0000 16,000.00 0.300 4,800.00 1.000 16,000 004 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 1.000 90,000 005 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 4,750.00 18.000 450.00 162.000 4,050 006 TEMPORARY RAILING (TYPE K) LF 25.0000 40,000.00 80.000 2,000.00 1,740.000 43,500 007 TEMPORARY CRASH CUSHION MODULE EA 225.0000 54,000.00 14.000 3,150.00 292.000 65,700 008 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.750 750 009 TEMPORARY DRAINAGE INLET PROTECTION EA 85.0000 6,290.00 56.000 4,760 010 TEMPORARY CONCRETE WASHOUT LS 3,500.0000 3,500.00 1.000 3,500 011 REMOVE METAL BEAM GUARD RAILING LF 11.0000 35,200.00 3,325.000 36,575 012 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 200.00 2.000 200 013 REMOVE ROADSIDE SIGN PANEL EA 75.0000 150.00 2.000 150 014 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 10,480.00 1,377.500 11,020 015 REMOVE CONCRETE (CY) CY 250.0000 1,750.00 6.440 1,610 016 REMOVE CONCRETE (CURB AND GUTTER) LF 15.0000 1,950.00 128.800 1,932 017 REMOVE CRASH CUSHION (SAND FILLED) EA 700.0000 1,400.00 2.000 1,400 018 CLEARING AND GRUBBING (LS) LS 6,000.0000 6,000.00 1.000 6,000 019 ROADWAY EXCAVATION CY 180.0000 13,320.00 91.240 16,423 020 MINOR HOT MIX ASPHALT TONN 520.0000 5,720.00 20.000 10,400 021 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.0000 11,040.00 43.000 516.00 988.000 11,856 022 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 12.0000 3,240.00 9.000 108.00 279.000 3,348 PROGRAM CAS145 PAGE 2 DATE 04/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-274504 TIME 01:13 PM ESTIMATE NO. 14 BID OPENING 01/10/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/14 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 04/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONCRETE ANCHOR BLOCK CY 1,150.0000 64,400.00 91.000 104,650 (F) (RAPID STRENGTH CONCRETE) 024 CONCRETE ANCHOR BLOCK CY 950.0000 98,800.00 107.890 102,495 (F) 025 CONCRETE ANCHOR SLAB AND BACKUP BLOCK CY 550.0000 11,000.00 20.000 11,000 (F) (RAPID STRENGTH CONCRETE) 026 CONCRETE ANCHOR SLAB AND BACKUP BLOCK CY 400.0000 9,200.00 23.000 9,200 (F) 027 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 918.00 51.000 918 (0.063"-UNFRAMED) 028 ROADSIDE SIGN - ONE POST EA 450.0000 1,800.00 4.000 1,800 029 MINOR CONCRETE (CURB) (CY) CY 1,000.0000 4,800.00 6.500 6,500 030 GUARD RAILING DELINEATOR EA 28.0000 6,720.00 29.000 812.00 239.000 6,692 031 METAL BEAM GUARD RAILING (WOOD POST) LF 35.0000 90,300.00 2,412.500 84,437 032 METAL BEAM GUARD RAILING (8' POST) LF 60.0000 7,200.00 112.500 6,750 033 VEGETATION CONTROL (MINOR CONCRETE) SQYD 46.0000 11,040.00 60.000 2,760.00 180.000 8,280 034 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 38.0000 12,920.00 462.500 17,575 035 TRANSITION RAILING (TYPE WB) EA 3,200.0000 76,800.00 25.000 80,000 036 TRANSITION RAILING (TYPE SWB) EA 4,000.0000 4,000.00 1.000 4,000 037 END CAP (TYPE A) EA 55.0000 110.00 2.000 110 038 END CAP (TYPE TC) EA 100.0000 200.00 2.000 200 039 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 4,760.00 6.000 4,080 040 CRASH CUSHION (TYPE REACT 62B096) EA 70,000.0000 70,000.00 1.000 70,000 041 CRASH CUSHION SCL-100GM EA 42,000.0000 42,000.00 1.000 42,000 042 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.050 25.00 1.000 500 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 04/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-274504 TIME 01:13 PM ESTIMATE NO. 14 BID OPENING 01/10/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/14 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 04/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 14,621.00 896,862.20 ADJUSTMENT OF COMPENSATION 0.00 4,371.78 EXTRA WORK 11,845.83 171,894.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 26,466.83 1,073,128.03 043 MOBILIZATION LS 51,000.0000 51,000.00 1.000 51,000 ORIGINAL CONTRACT AMOUNT 880,958.00 TOTAL WORK COMPLETED 26,466.83 1,124,128.03 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 26,466.83 1,124,128.03 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 03/21/13 105 04/02/13 04/15/13 06/23/14 233 26 22 0 99% 100% PROGRESS IS SATISFACTORY PENDING CCO DAYS PATEL, PRAVIN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/14