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 11/16/17 EST. NO. 004 TIME 09:48 AM R.E. NAME: HISHAM ALNATOUR 06-0V5304 --------------------------------------------------------------------------- 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 0004 225.94 E.W. @ F.A.(+) 101017 N 901104 0005 176.20 081017 N 901001 0006 574.08 102517 N 901105 0007 350.29 102617 N 901106 0008 536.78 102717 N 901107 0009 656.14 101617 N 0002 0 0010 260.51 101917 N 0003 0 0011 694.51 091417 N 901108 0012 779.05 091517 N 901109 0013 861.11 091617 N 901110 0014 1,028.95 091817 N 901111 0015 2,386.00 111417 N 0004 0 8,529.56 TOTAL THIS ESTIMATE 43,915.67 TOTAL PREVIOUS ESTIMATE 52,445.23 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 11/16/17 EST. NO. 004 TIME 09:48 AM R.E. NAME: HISHAM ALNATOUR 06-0V5304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 3RD VER HMA TYPE A -3,000.00 002 3RD VER RHMA G -3,000.00 002 ANT LD 17DAY/@$3000 -51,000.00 003 ADJUST PRICE INDEX -3,067.85 004 -3,067.85 -60,067.85 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 004 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -13,067.85 -70,067.85 PROGRAM CAS145 PAGE 1 DATE 11/16/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V5304 TIME 09:48 AM ESTIMATE NO. 004 BID OPENING 03/09/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/06/17 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 11/16/17 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 06-KER-58-28.2/31.4 ---------------------------------- 06-KER-99-R43.9/48.7 TELFER PAVEMENT TECHNOLOGIES, IN KERN COUNTY IN BUTTONWILLOW FROM LLC LESLIE LANE TO 0.2 MILE WEST OF 4522 PARKER AVE BLDG700 STE35 ROUTE 5/58 SEPARATION AND NEAR MCCLELLAN CA 95652 BAKERSFIELD FROM LERDO CANAL BRIDGE TO 1.3 MILE NORTH OF WHISLER RD OC FED. AID NO. ACST-X029(130)E OVERLAY GAP GRADED RHMA ------------------------------------------------------------------------------------------------------------------------------------ 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 AREA SIGNS LS 10,000.0000 10,000.00 0.150 1,500.00 1.000 10,000 003 TRAFFIC CONTROL SYSTEM LS 240,698.0000 240,698.00 0.150 36,104.70 1.000 240,698 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,500.0000 7,500.00 0.150 1,125.00 1.000 7,500 005 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.600 3,000.00 1.000 5,000 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 1.000 1,500 007 SHOULDER BACKING TON 55.0000 67,650.00 1,052.170 57,869 008 PREPAVING INERTIAL PROFILER LS 4,400.0000 4,400.00 1.000 4,400 009 PREPAVING GRINDING DAY EA 10,000.0000 30,000.00 3.000 30,000.00 3.000 30,000 010 HOT MIX ASPHALT (TYPE A) TON 110.0000 40,700.00 460.590 50,664 011 ASPHALTIC EMULSION TON 500.0000 110,000.00 16.730 8,365.00 185.690 92,845 (BONDED WEARING COURSE) 012 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 013 RUBBERIZED HOT MIX ASPHALT-GAP GRADED TON 105.0000 1,669,500.00 13,805.670 1,449,595 (BONDED WEARING COURSE) 014 TACK COAT TON 400.0000 400.00 1.000 400 015 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 226,000.00 28.000 56.00 104,178.000 208,356 016 ADJUST MONUMENT COVER TO GRADE EA 1,000.0000 3,000.00 0.000 0 017 REMOVE PAVEMENT MARKER EA 2.0000 1,420.00 689.000 1,378 018 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 5,775.00 984.000 2,460.00 2,234.000 5,585 019 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 30,112.00 43,405.000 13,889.60 93,405.000 29,889 020 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 1,635.00 506.000 379.50 1,756.000 1,317 021 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 2,080.00 221.000 884.00 471.000 1,884 022 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 310.00 310.000 155.00 620.000 310 (BROKEN 12-3) PROGRAM CAS145 PAGE 2 DATE 11/16/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V5304 TIME 09:48 AM ESTIMATE NO. 004 BID OPENING 03/09/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/06/17 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 11/16/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 16,275.00 30,761.000 7,690.25 63,261.000 15,815 (BROKEN 36-12) 024 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 190.00 70.000 35.00 230.000 115 (BROKEN 17-7) 025 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 6,540.00 1,694.000 2,541.00 5,300.000 7,950 026 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 1,040.00 231.000 462 027 12" RUMBLE STRIP STA 30.0000 15,300.00 430.970 12,929 (ASPHALT CONCRETE PAVEMENT) 028 MODIFY COUNT STATION LS 20,000.0000 20,000.00 0.805 16,100 029 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 11/16/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V5304 TIME 09:48 AM ESTIMATE NO. 004 BID OPENING 03/09/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/06/17 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 11/16/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 108,185.05 2,261,063.55 ADJUSTMENT OF COMPENSATION 0.00 42,345.98 EXTRA WORK 8,529.56 10,099.25 SUBTOTAL AMOUNT EARNED 116,714.61 2,313,508.78 ORIGINAL CONTRACT AMOUNT 2,525,525.00 TOTAL WORK COMPLETED 116,714.61 2,313,508.78 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -13,067.85 -70,067.85 TOTAL 103,646.76 2,243,440.93 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/26/17 45 08/01/17 08/01/17 11/06/17 48 1 3 0 100% 100% HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 11/16/17