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 07/22/14 EST. NO.07 TIME 07:08 PM R.E. NAME: IRA, ALFRED 07-4Y0404 --------------------------------------------------------------------------- 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 07/22/14 EST. NO.07 TIME 07:08 PM R.E. NAME: IRA, ALFRED 07-4Y0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION JULY CPR'S MISSING -10,000.00 07 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-4Y0404 TIME 07:08 PM ESTIMATE NO. 07 BID OPENING 05/09/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 07/22/14 LOCATION PROGRESS ESTIMATE 07-VEN-23-R3.5/T11.6 ----------------- ALL AMERICAN ASPHALT IN VENTURA COUNTY IN THOUSAND OAKS P O BOX 2229 AND MOORPARK FROM THOUSAND OAKS CORONA CA 928782229 BOULEVARD TO 0.2 MILE NORTH OF LOS ANGELES AVENUE UNDERCROSSING FED. AID NO. NH-P023(34)E PCC PROFILE GRINDING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 600.0000 600.00 0.760 456.00 1.000 600 002 CONSTRUCTION AREA SIGNS LS 6,980.0000 6,980.00 0.750 5,235 003 TRAFFIC CONTROL SYSTEM LS 101,260.0000 101,260.00 0.450 45,567.00 0.850 86,071 004 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1400 23,660.00 -26,023.000 -3,643.22 172,862.000 24,200 005 JOB SITE MANAGEMENT LS 16,800.0000 16,800.00 0.390 6,552.00 0.900 15,120 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,600.0000 2,600.00 0.750 1,950 007 TEMPORARY CONCRETE WASHOUT LS 7,800.0000 7,800.00 0.600 4,680.00 1.000 7,800 008 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 35,100.00 38,708.000 10,064.08 172,862.000 44,944 009 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5500 2,232.00 2,126.000 3,295.30 2,770.000 4,293 010 REMOVE PAVEMENT MARKER EA 0.2600 5,122.00 19,700.000 5,122 011 REMOVE ASPHALT CONCRETE DIKE LF 0.9200 30,544.00 933.000 858.36 8,462.000 7,785 012 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.9900 98,208.00 20,443.670 20,239.23 70,536.080 69,830 013 LEAN CONCRETE BASE RAPID SETTING CY 299.0000 8,970.00 0.000 0 014 CRACK TREATMENT LNMI 2,462.0000 172,340.00 8.540 21,025.48 9.900 24,373 015 REPLACE ASPHALT CONCRETE SURFACING CY 475.0000 19,000.00 31.480 14,953.00 31.480 14,953 016 HOT MIX ASPHALT (TYPE A) TON 82.0000 64,780.00 225.160 18,463.12 225.160 18,463 017 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 463,000.00 4,843.950 484,395.00 4,843.950 484,395 018 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 0.8700 24,012.00 4,468.000 3,887.16 4,468.000 3,887 019 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.8700 1,609.50 3,904.000 3,396.48 3,904.000 3,396 020 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.8700 696.00 90.000 78.30 90.000 78 021 TACK COAT TON 575.0000 69,000.00 23.150 13,311.25 23.150 13,311 022 SEAL PAVEMENT JOINT LF 1.6500 310,200.00 24,444.000 40,332.60 202,909.000 334,799 PROGRAM CAS145 PAGE 2 DATE 07/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-4Y0404 TIME 07:08 PM ESTIMATE NO. 07 BID OPENING 05/09/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 07/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 SEAL ISOLATION JOINT LF 2.2000 17,314.00 3,645.000 8,019 024 DOWEL BAR (DRILL AND BOND) EA 7.3000 25,550.00 2,295.000 16,753 025 TIE BAR (DRILL AND BOND) EA 5.9000 10,443.00 2,644.000 15,599 026 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 525.0000 682,500.00 1,799.420 944,695 027 REPAIR SPALLED JOINTS, SQYD 1,125.0000 157,500.00 140.000 157,500 POLYESTER GROUT 028 GRIND EXISTING CONCRETE SQYD 3.4400 866,880.00 252,020.000 866,948 PAVEMENT 029 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 38,766.00 71,241.000 29,921.22 71,241.000 29,921 030 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8300 1,701.50 8,411.000 6,981.13 8,411.000 6,981 031 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 5,760.00 3,060.000 12,240.00 3,060.000 12,240 032 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 35,490.00 173,215.000 36,375.15 173,215.000 36,375 (BROKEN 36-12) 033 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 432.00 2,461.000 492.20 2,461.000 492 (BROKEN 17-7) 034 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3600 19,584.00 11,428.000 15,542.08 11,428.000 15,542 035 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 13,182.00 5,896.000 15,329.60 5,896.000 15,329 036 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 600.0000 600.00 0.610 366.00 1.000 600 SYSTEM ELEMENTS DURING CONSTRUCTION 037 INDUCTIVE LOOP DETECTOR (LS) LS 5,700.0000 5,700.00 1.000 5,700.00 1.000 5,700 PROGRAM CAS145 PAGE 3 DATE 07/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-4Y0404 TIME 07:08 PM ESTIMATE NO. 07 BID OPENING 05/09/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 07/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 810,858.52 3,303,307.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 810,858.52 3,303,307.80 038 MOBILIZATION LS 109,500.0000 109,500.00 1.000 109,500 ORIGINAL CONTRACT AMOUNT 3,455,416.00 TOTAL WORK COMPLETED 810,858.52 3,412,807.80 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 800,858.52 3,402,807.80 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 06/27/13 180 07/12/13 10/21/13 08/30/14 161 87 0 0 90% 89% PROGRESS IS SATISFACTORY IRA, ALFRED RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/14