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 10/23/15 EST. NO. 015 TIME 05:05 PM R.E. NAME: ALJAMAL, ABDUL 07-296704 --------------------------------------------------------------------------- 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 10/23/15 EST. NO. 015 TIME 05:05 PM R.E. NAME: ALJAMAL, ABDUL 07-296704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-296704 TIME 05:05 PM ESTIMATE NO. 015 BID OPENING 04/03/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: ALJAMAL, ABDUL DATE OF THIS ESTIMATE 10/23/15 LOCATION RERUN PROGRESS ESTIMATE 07-VEN-118-18.7/32.6 ----------------------- C A RASMUSSEN INC IN VENTURA COUNTY FROM MADERA ROAD 28548 LIVINGSTON AVENUE UNDER CROSSING TO LA/VEN CNTY LINE VALENICA CA 91355 FED. AID NO. NHP-118 (64)E PAVEMENT REPAIR & RAMP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 280,000.00 140.000 280,000 004 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.500 7,500 005 TRAFFIC CONTROL SYSTEM LS 612,000.0000 612,000.00 0.950 581,400 006 JOB SITE MANAGEMENT LS 1,400.0000 1,400.00 1.000 1,400 007 PREPARE WATER POLLUTION CONTROL PROGRAM LS 400.0000 400.00 1.000 400 008 TEMPORARY COVER SQYD 1.6000 4,688.00 0.000 0 009 TEMPORARY DRAINAGE INLET PROTECTION EA 130.0000 6,500.00 50.000 6,500 010 TEMPORARY FIBER ROLL LF 3.2000 2,016.00 0.000 0 011 TEMPORARY CONCRETE WASHOUT LS 4,200.0000 4,200.00 1.000 4,200 012 TREATED WOOD WASTE LB 0.0900 37,350.00 152,100.000 13,689 013 REMOVE GUARDRAIL LF 2.0000 34,800.00 17,400.000 34,800 014 REMOVE ASPHALT CONCRETE DIKE LF 0.3300 28,281.00 82,622.000 27,265 015 ADJUST PULL BOX EA 600.0000 7,800.00 13.000 7,800 016 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5000 1,128,000.00 784,463.000 1,176,694 017 REMOVE CONCRETE CY 100.0000 23,000.00 284.000 28,400 (CURB, GUTTER, AND SIDEWALK) (CY) 018 ROADWAY EXCAVATION CY 90.0000 900.00 10.000 900 019 ROCK BLANKET SQFT 9.0000 237,600.00 33,970.000 305,730 020 HYDROMULCH SQFT 0.0300 80,700.00 1,219,680.000 36,590.40 1,219,680.000 36,590 021 HYDROSEED SQFT 0.0300 80,700.00 1,219,680.000 36,590.40 1,219,680.000 36,590 022 SLURRY SEAL TON 450.0000 49,500.00 1,302.610 586,174 PROGRAM CAS145 PAGE 2 DATE 10/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-296704 TIME 05:05 PM ESTIMATE NO. 015 BID OPENING 04/03/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: ALJAMAL, ABDUL DATE OF THIS ESTIMATE 10/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPAVING INERTIAL PROFILER LS 4,500.0000 4,500.00 1.000 4,500 024 REPLACE ASPHALT CONCRETE SURFACING CY 210.0000 569,100.00 0.000 0 025 HOT MIX ASPHALT, SUPERPAVE (TYPE A) TON 70.0000 598,500.00 7,635.000 534,450 026 RUBBERIZED HOT MIX ASPHALT, TON 91.0000 7,707,700.00 98,698.000 8,981,518 SUPERPAVE (GAP GRADED) 027 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 0.7000 41,020.00 36,721.000 25,704 028 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 0.7000 6,587.00 6,353.000 4,447 029 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.7000 12,460.00 3,911.000 2,737 030 TACK COAT TON 1,000.0000 410,000.00 410.000 410,000 031 SHOULDER RUMBLE STRIP STA 105.0000 298,200.00 2,840.000 298,200 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 032 DRILL AND BOND (DOWEL BAR) EA 15.0000 48,000.00 3,200.000 48,000 033 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 470.0000 455,900.00 2,171.000 1,020,370 034 REPAIR SPALLED JOINTS, SQYD 800.0000 88,000.00 110.000 88,000 POLYESTER GROUT 035 GRIND EXISTING CONCRETE SQYD 3.2000 556,800.00 174,000.000 556,800 PAVEMENT 036 AGGREGATE BASE (APPROACH SLAB) CY 350.0000 24,150.00 217.030 75,960 037 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 677,000.00 625.360 625,360 (TYPE R) 038 PAVING NOTCH EXTENSION CF 390.0000 5,070.00 0.000 0 039 JOINT SEAL (MR 1/2") LF 46.0000 23,092.00 502.000 23,092 040 JOINT SEAL (MR 1") LF 62.0000 4,588.00 74.000 4,588 041 DETECTABLE WARNING SURFACE SQFT 35.0000 39,550.00 1,075.000 37,625 042 MINOR CONCRETE (CURB, SIDEWALK AND CY 350.0000 80,500.00 289.000 101,150 CURB RAMP) 043 PRE/POST CONSTRUCTION SURVEYS EA 170.0000 6,800.00 0.000 0 044 MISCELLANEOUS IRON AND STEEL LB 5.5000 2,519.00 458.000 2,519 (F) 045 GUARD RAILING DELINEATOR EA 17.0000 5,950.00 350.000 5,950 046 MIDWEST GUARDRAIL SYSTEM LF 20.0000 332,000.00 16,600.000 332,000 047 CONCRETE BARRIER LF 220.0000 14,740.00 68.700 15,114 (TRANSITION ANCHOR BLOCK) 048 TRANSITION RAILING (TYPE WB-31) EA 4,250.0000 8,500.00 2.000 8,500 PROGRAM CAS145 PAGE 3 DATE 10/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-296704 TIME 05:05 PM ESTIMATE NO. 015 BID OPENING 04/03/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: ALJAMAL, ABDUL DATE OF THIS ESTIMATE 10/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 END ANCHOR ASSEMBLY (TYPE SFT) EA 640.0000 35,200.00 24.000 15,360 050 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,980.0000 29,800.00 10.000 29,800 051 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,510.0000 52,710.00 15.000 37,650 052 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 105,560.00 396,753.000 103,155 053 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 27,750.00 33,215.000 16,607 054 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,360.00 5,537.000 2,768 (BROKEN 12-3) 055 THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 134,820.00 42,161.000 88,538 056 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 63,600.00 419,697.000 62,954 (BROKEN 36-12) 057 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 3,465.00 20,339.000 3,050 (BROKEN 17-7) 058 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 21,600.00 24,750.000 24,750 059 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 31,000.00 13,202.000 26,404 060 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.500 750 SYSTEM ELEMENTS DURING CONSTRUCTION 061 INDUCTIVE LOOP DETECTOR (LS) LS 328,000.0000 328,000.00 0.600 196,800 062 MODIFY CHANGEABLE MESSAGE SIGN LS 22,500.0000 22,500.00 0.000 0 063 SYSTEM TESTING AND DOCUMENTATION LS 5,500.0000 5,500.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-296704 TIME 05:05 PM ESTIMATE NO. 015 BID OPENING 04/03/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: ALJAMAL, ABDUL DATE OF THIS ESTIMATE 10/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 73,180.80 16,956,459.34 ADJUSTMENT OF COMPENSATION 0.00 -841,344.97 EXTRA WORK 0.00 331,371.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 73,180.80 16,446,486.22 064 MOBILIZATION LS 800,000.0000 800,000.00 1.000 800,000 ORIGINAL CONTRACT AMOUNT 16,328,926.00 TOTAL WORK COMPLETED 73,180.80 17,246,486.22 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 73,180.80 17,246,486.22 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 05/23/14 140 06/09/14 00/00/00 11/30/15 316 26 0 0 97% 100% PROGRESS IS SATISFACTORY ALJAMAL, ABDUL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/15