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 09/22/16 EST. NO. 019 TIME 09:45 AM 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 0013 -113.25 A.C. @ U.P.(-) 091516 N 13 0 008 0025 5,310.97 E.W. @ F.A.(+) 110515 Y 0570.0 031 0001 49,500.00 E.W. @ F.A.(+) 091516 N 1 0 54,697.72 TOTAL THIS ESTIMATE 2,015,299.93 TOTAL PREVIOUS ESTIMATE 2,069,997.65 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 09/22/16 EST. NO. 019 TIME 09:45 AM R.E. NAME: KRAFT, DAN 01-0B0004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WPCP IMPLEMENTATION -25,000.00 009 DEFICIENT WPCP IMPLE -25,000.00 010 PARTIAL RTN WPCP 25,000.00 013 MSG FNL INERT PROFIL -25,000.00 019 -25,000.00 -50,000.00 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 PER LTR DATED 8/16 -5,000.00 018 0.00 -5,000.00 TOTAL DEDUCTIONS -25,000.00 -55,000.00 PROGRAM CAS145 PAGE 1 DATE 09/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B0004 TIME 09:45 AM ESTIMATE NO. 019 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 09/20/16 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/22/16 LOCATION RERUN 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 0.010 40.00 1.000 4,000 002 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 140,000.00 147.000 147,000 004 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 0.010 3,000.00 0.990 297,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1900 122,170.00 484,955.000 92,141 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.010 150.00 0.990 14,850 008 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.010 200.00 0.990 19,800 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.750 750 010 TEMPORARY DRAINAGE INLET PROTECTION EA 260.0000 22,620.00 107.000 27,820 011 TEMPORARY FIBER ROLL LF 10.0000 3,000.00 100.000 1,000 012 STREET SWEEPING LS 125,000.0000 125,000.00 0.010 1,250.00 0.990 123,750 013 TEMPORARY CONCRETE WASHOUT LS 4,000.0000 4,000.00 0.050 200.00 1.000 4,000 014 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 1,375 018 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 7,275.00 2,305.000 5,762 019 RESET MARKER EA 50.0000 900.00 0.000 0 020 ADJUST FRAME AND COVER TO GRADE EA 680.0000 170,000.00 290.000 197,200 021 ADJUST GUARDRAIL LF 4.5000 19,125.00 2,550.000 11,475 022 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.8500 222,000.00 101,871.700 188,462 PROGRAM CAS145 PAGE 2 DATE 09/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B0004 TIME 09:45 AM ESTIMATE NO. 019 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 09/20/16 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/22/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,268.240 188,974.24 12,300.000 319,800 024 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 22,957.700 550,984 028 REPLACE ASPHALT CONCRETE SURFACING CY 220.0000 2,838,000.00 15,830.400 3,482,688 029 HOT MIX ASPHALT (TYPE A) TON 106.0000 2,130,600.00 5.800 614.80 19,672.490 2,085,283 030 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 123.5000 6,854,250.00 42,157.510 5,206,452 031 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 23,758.200 213,823 (GEOCOMPOSITE STRIP MEMBRANE) 034 RUMBLE STRIP STA 27.0000 9,180.00 328.200 8,861 (HMA, GROUND-IN INDENTATIONS, MODIFIED) 035 SHOULDER RUMBLE STRIP STA 184.0000 25,760.00 104.500 19,228 (HMA, GROUND-IN INDENTATIONS,SINUSOIDAL) 036 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.0000 810.00 306.000 918 037 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.7500 6,875.00 206.000 566.50 2,571.000 7,070 038 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 330.00 233.000 699 039 TACK COAT TON 1,500.0000 126,000.00 233.090 349,635 040 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 756.00 54.000 756 (0.063"-UNFRAMED) 041 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 495.00 33.000 495 (0.080"-UNFRAMED) 042 ROADSIDE SIGN - ONE POST EA 350.0000 3,150.00 9.000 3,150 043 MISCELLANEOUS IRON AND STEEL LB 2.0000 5,750.00 3,671.000 7,342 (F) 044 DELINEATOR (CLASS 1) EA 35.0000 15,750.00 0.000 0 045 GUARD RAILING DELINEATOR EA 30.0000 1,890.00 96.000 2,880 046 OBJECT MARKER (TYPE P) EA 100.0000 200.00 0.000 0 047 OBJECT MARKER (TYPE L-1) EA 60.0000 240.00 4.000 240 048 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25.0000 2,500.00 62.500 1,562 049 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 166,200.00 2,152.800 129,168 PROGRAM CAS145 PAGE 3 DATE 09/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B0004 TIME 09:45 AM ESTIMATE NO. 019 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 09/20/16 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/22/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 (F) 051 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 12,000.00 2.000 6,000 052 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 143,600.00 325,612.000 130,244 053 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,352.00 2,383.000 1,906 054 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2500 55,250.00 14,344.500 46,619 055 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 2,556.00 4,565.000 1,369 (BROKEN 12-3) 056 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 11,790.00 39,578.000 11,873 (BROKEN 36-12) 057 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 13,560.00 4,595.000 13,785 058 PAVEMENT MARKER EA 8.0000 27,120.00 3,737.000 29,896 (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 1.000 15,000 061 PREPAVING GRINDING DAY EA 7,000.0000 28,000.00 5.000 35,000 062 DATA CORE LS 20,000.0000 20,000.00 0.900 18,000.00 0.900 18,000 063 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,000.0000 15,000.00 0.580 8,700 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 09/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B0004 TIME 09:45 AM ESTIMATE NO. 019 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 09/20/16 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 212,995.54 15,192,931.66 ADJUSTMENT OF COMPENSATION -113.25 -1,487,581.97 EXTRA WORK 54,810.97 3,557,579.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 267,693.26 17,262,929.31 064 MOBILIZATION LS 670,000.0000 670,000.00 1.000 670,000 ORIGINAL CONTRACT AMOUNT 16,752,199.00 TOTAL WORK COMPLETED 267,693.26 17,932,929.31 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -25,000.00 -55,000.00 TOTAL 242,693.26 17,877,929.31 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 09/01/16 157 321 17 0 98% 100% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/22/16