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 11/18/15 EST. NO. 009 TIME 01:14 PM R.E. NAME: KRAFT, DAN 01-0B0004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0006-1 193,687.05 A.C. @ U.P.(-) 102015 N 6 0 DAO CORRECTING ENTRY 0006-2 -193,216.95 102015 N 6 0 DAO CORRECTING ENTRY 0007 -189,551.67 111715 N 7 0 003 0002 2,250.00 E.W. @ F.A.(+) 093015 N 2 0 006 0001 345.15 A.C. @ L.S.(+) 111715 N 1 0 020 0002 9,707.04 E.W. @ U.P (+) 102115 N 2 0 0003 4,352.40 102215 N 3 0 -172,426.98 TOTAL THIS ESTIMATE 686,356.04 TOTAL PREVIOUS ESTIMATE 513,929.06 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 11/18/15 EST. NO. 009 TIME 01:14 PM R.E. NAME: KRAFT, DAN 01-0B0004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WPCP IMPLEMENTATION -25,000.00 009 -25,000.00 -25,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 5/15 -5,000.00 003 RETURN 5/15 DEDUCT 5,000.00 004 PER LTR DATED 7/15 -1,000.00 005 RETURN 7/15 DEDUCT 1,000.00 006 0.00 0.00 TOTAL DEDUCTIONS -25,000.00 -25,000.00 PROGRAM CAS145 PAGE 1 DATE 11/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B0004 TIME 01:14 PM ESTIMATE NO. 009 BID OPENING 07/30/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/18/15 LOCATION PROGRESS ESTIMATE 01-LAK-20-13.5/31.4 ----------------- O.C. JONES & SONS, INC. IN LAKE COUNTY IN & NEAR LUCERNE 1520 FOURTH STREET FROM 0.1 MI WEST OF SAYRE AVE TO BERKELEY CA 94710 0.2 MI WEST OF JUNCTION ROUTE 53 FED. AID NO. STP-P020(170)E REPLACE HOT MIX ASPHALT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.040 160.00 0.920 3,680 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.500 2,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 140,000.00 18.000 18,000.00 120.000 120,000 004 CONSTRUCTION AREA SIGNS LS 17,000.0000 17,000.00 0.750 12,750 005 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.100 30,000.00 0.760 228,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1900 122,170.00 10,950.000 2,080.50 484,955.000 92,141 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.100 1,500.00 0.760 11,400 008 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.100 2,000.00 0.760 15,200 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.750 750 010 TEMPORARY DRAINAGE INLET PROTECTION EA 260.0000 22,620.00 103.000 26,780 011 TEMPORARY FIBER ROLL LF 10.0000 3,000.00 100.000 1,000 012 STREET SWEEPING LS 125,000.0000 125,000.00 0.100 12,500.00 0.760 95,000 013 TEMPORARY CONCRETE WASHOUT LS 4,000.0000 4,000.00 0.000 0 014 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 46,500.00 0.000 0 015 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 11,070.00 0.000 0 016 REMOVE PAVEMENT MARKER EA 1.0000 10,500.00 0.000 0 017 REMOVE ROADSIDE SIGN EA 125.0000 1,375.00 11.000 1,375.00 11.000 1,375 018 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 7,275.00 1,894.000 4,735 019 RESET MARKER EA 50.0000 900.00 0.000 0 020 ADJUST FRAME AND COVER TO GRADE EA 680.0000 170,000.00 8.000 5,440.00 10.000 6,800 021 ADJUST GUARDRAIL LF 4.5000 19,125.00 0.000 0 022 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.8500 222,000.00 5,850.000 10,822.50 96,682.000 178,861 PROGRAM CAS145 PAGE 2 DATE 11/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B0004 TIME 01:14 PM ESTIMATE NO. 009 BID OPENING 07/30/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/18/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 SHOULDER BACKING TON 26.0000 426,400.00 2,796.170 72,700.42 3,582.230 93,137 024 ASPHALT-RUBBER BINDER TON 600.0000 324,000.00 433.620 260,172 025 CRACK TREATMENT LNMI 3,500.0000 210,000.00 34.780 121,730 026 SCREENINGS TON 185.0000 549,450.00 3,141.480 581,173 027 HIGH FRICTION SURFACE TREATMENT SQYD 24.0000 398,400.00 0.000 0 028 REPLACE ASPHALT CONCRETE SURFACING CY 220.0000 2,838,000.00 15,879.300 3,493,446 029 HOT MIX ASPHALT (TYPE A) TON 106.0000 2,130,600.00 18,461.720 1,956,942 030 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 123.5000 6,854,250.00 10,414.520 1,286,193.22 34,820.070 4,300,278 031 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 30.0000 1,380.00 20.170 605 PAVEMENT INTERLAYER) 032 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 7.8500 142,870.00 46,125.000 362,081 (PAVING GRID) 033 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 9.0000 221,400.00 4,768.700 42,918.30 23,555.700 212,001 (GEOCOMPOSITE STRIP MEMBRANE) 034 RUMBLE STRIP STA 27.0000 9,180.00 141.700 3,825 (HMA, GROUND-IN INDENTATIONS, MODIFIED) 035 SHOULDER RUMBLE STRIP STA 184.0000 25,760.00 53.400 9,825 (HMA, GROUND-IN INDENTATIONS,SINUSOIDAL) 036 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.0000 810.00 0.000 0 037 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.7500 6,875.00 0.000 0 038 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 330.00 0.000 0 039 TACK COAT TON 1,500.0000 126,000.00 29.030 43,545.00 219.230 328,845 040 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 756.00 54.000 756.00 54.000 756 (0.063"-UNFRAMED) 041 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 495.00 33.000 495.00 33.000 495 (0.080"-UNFRAMED) 042 ROADSIDE SIGN - ONE POST EA 350.0000 3,150.00 9.000 3,150.00 9.000 3,150 043 MISCELLANEOUS IRON AND STEEL LB 2.0000 5,750.00 0.000 0 (F) 044 DELINEATOR (CLASS 1) EA 35.0000 15,750.00 0.000 0 045 GUARD RAILING DELINEATOR EA 30.0000 1,890.00 0.000 0 046 OBJECT MARKER (TYPE P) EA 100.0000 200.00 0.000 0 047 OBJECT MARKER (TYPE L-1) EA 60.0000 240.00 0.000 0 048 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25.0000 2,500.00 0.000 0 049 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 166,200.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B0004 TIME 01:14 PM ESTIMATE NO. 009 BID OPENING 07/30/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/18/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CABLE RAILING LF 50.0000 6,800.00 132.000 6,600.00 132.000 6,600 (F) 051 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 12,000.00 0.000 0 052 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 143,600.00 105,933.000 42,373.20 172,816.000 69,126 053 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,352.00 375.000 300.00 870.000 696 054 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2500 55,250.00 8,555.000 27,803.75 8,555.000 27,803 055 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 2,556.00 1,605.000 481.50 2,295.000 688 (BROKEN 12-3) 056 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 11,790.00 25,880.000 7,764.00 33,740.000 10,122 (BROKEN 36-12) 057 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 13,560.00 4,457.000 13,371.00 4,457.000 13,371 058 PAVEMENT MARKER EA 8.0000 27,120.00 0.000 0 (RETROREFLECTIVE-RECESSED) 059 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 060 PREPAVING INERTIAL PROFILER LS 15,000.0000 15,000.00 0.750 11,250.00 1.000 15,000 061 PREPAVING GRINDING DAY EA 7,000.0000 28,000.00 5.000 35,000.00 5.000 35,000 062 DATA CORE LS 20,000.0000 20,000.00 0.000 0 063 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,000.0000 15,000.00 0.580 8,700 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 11/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B0004 TIME 01:14 PM ESTIMATE NO. 009 BID OPENING 07/30/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/18/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,678,579.39 12,716,046.70 ADJUSTMENT OF COMPENSATION -188,736.42 -1,252,299.99 EXTRA WORK 16,309.44 1,766,229.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,506,152.41 13,229,975.76 064 MOBILIZATION LS 670,000.0000 670,000.00 1.000 670,000 ORIGINAL CONTRACT AMOUNT 16,752,199.00 TOTAL WORK COMPLETED 1,506,152.41 13,899,975.76 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -25,000.00 -25,000.00 TOTAL 1,481,152.41 13,874,975.76 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 09/16/14 140 04/20/15 10/01/14 10/01/16 120 164 7 0 80% 82% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/18/15