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 03/24/20 EST. NO. 008 TIME 05:18 PM R.E. NAME: TYLER LAVERING 05-1F7004 --------------------------------------------------------------------------- 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 03/24/20 EST. NO. 008 TIME 05:18 PM R.E. NAME: TYLER LAVERING 05-1F7004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 54-58-1 TRUCK CALI B -1,000.00 007 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 03/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7004 TIME 05:18 PM ESTIMATE NO. 008 BID OPENING 04/25/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 03/24/20 LOCATION PROGRESS ESTIMATE 05-MON-101-73.1/87.3 ----------------- GRANITE ROCK COMPANY IN MONTEREY COUNTY FROM 0.5 MILES 5225 HELLYER AVENUE #220 NORTH OF NORTH GONZALES OC TO EAST SAN JOSE CA 95138 MARKET STREET UC FED. AID NO. B1NH-Q101(350)E PAVEMENT PRESERVATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 0.500 500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 400,000.00 85.000 170,000 004 CONSTRUCTION AREA SIGNS LS 48,989.9000 48,989.90 0.770 37,722 005 TRAFFIC CONTROL SYSTEM LS 1,116,000.0000 1,116,000.00 0.080 89,280.00 0.580 647,280 006 TYPE III BARRICADE EA 184.0000 3,680.00 20.000 3,680.00 20.000 3,680 007 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.0000 5,400.00 1,800.000 5,400.00 1,800.000 5,400 008 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 25.0000 7,750.00 310.000 7,750.00 310.000 7,750 009 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 26,100.00 70.000 3,150.00 594.000 26,730 010 PLASTIC TRAFFIC DRUMS EA 168.0000 4,200.00 25.000 4,200.00 25.000 4,200 011 TEMPORARY PAVEMENT MARKER EA 25.3900 1,929.64 76.000 1,929.64 76.000 1,929 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 0.080 4,000.00 0.580 29,000 013 TEMPORARY RAILING (TYPE K) LF 28.0000 154,560.00 260.000 7,280.00 5,580.000 156,240 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,794.6800 53,098.92 1.000 2,794.68 18.000 50,304 SYSTEM 015 JOB SITE MANAGEMENT LS 175,711.8700 175,711.87 0.080 14,056.95 0.580 101,912 016 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 0.750 1,875 017 TEMPORARY CONCRETE WASHOUT LS 30,000.0000 30,000.00 1.000 30,000 018 TREATED WOOD WASTE LB 0.2000 13,480.00 47,540.000 9,508 019 ROADWAY EXCAVATION CY 43.8700 20,618.90 470.000 20,618.90 470.000 20,618 020 ROADWAY EXCAVATION (TYPE Z-2) CY 202.4200 38,459.80 190.000 38,459.80 190.000 38,459 (AERIALLY DEPOSITED LEAD) 021 SHOULDER BACKING TON 55.0000 462,550.00 45.000 2,475.00 45.000 2,475 022 WOOD MULCH CY 56.1200 2,806.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 03/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7004 TIME 05:18 PM ESTIMATE NO. 008 BID OPENING 04/25/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 03/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHECK AND TEST EXISTING IRRIGATION LS 2,295.9200 2,295.92 0.500 1,147.96 0.500 1,147 FACILITIES 024 REMOVE IRRIGATION FACILITY LS 3,503.0600 3,503.06 0.500 1,751.53 0.500 1,751 025 CONTROL AND NEUTRAL CONDUCTORS LS 510.2000 510.20 1.000 510.20 1.000 510 026 1" REMOTE CONTROL VALVE EA 280.6100 561.22 0.000 0 027 1 1/2" REMOTE CONTROL VALVE EA 331.6300 1,989.78 0.000 0 028 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 45.9200 826.56 0.000 0 029 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 030 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 11.2200 3,590.40 320.000 3,590.40 320.000 3,590 (F) LINE) 031 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 11.7300 9,735.90 830.000 9,735.90 830.000 9,735 (F) (SUPPLY LINE) 032 2" PLASTIC PIPE (CLASS 315) LF 13.2700 7,630.25 575.000 7,630.25 575.000 7,630 (F) (SUPPLY LINE) 033 2 1/2" PLASTIC PIPE (CLASS 315) LF 14.5400 8,724.00 600.000 8,724.00 600.000 8,724 (F) (SUPPLY LINE) 034 3" PLASTIC PIPE (CLASS 315) LF 16.3300 1,633.00 100.000 1,633.00 100.000 1,633 (F) (SUPPLY LINE) 035 1" AIR RELIEF VALVE EA 357.1400 357.14 0.000 0 036 BALL VALVE EA 586.7300 586.73 0.000 0 037 12" WELDED STEEL PIPE CONDUIT LF 279.7900 2,238.32 8.000 2,238.32 8.000 2,238 038 CLASS 4 AGGREGATE SUBBASE CY 40.0000 20,400.00 510.000 20,400.00 510.000 20,400 039 CLASS 2 AGGREGATE BASE (CY) CY 60.0000 12,000.00 200.000 12,000.00 200.000 12,000 040 REPLACE BASE CY 485.0000 1,372,550.00 3,380.000 1,639,300 041 BASE BOND BREAKER SQYD 1.0000 25,700.00 30,360.000 30,360 042 CRACK TREATMENT LNMI 5,750.0000 143,750.00 0.000 0 043 PREPAVING INERTIAL PROFILER LS 25,000.0000 25,000.00 1.000 25,000.00 1.000 25,000 044 PREPAVING GRINDING DAY EA 6,833.3300 102,499.95 4.000 27,333.32 4.000 27,333 045 HOT MIX ASPHALT (TYPE A) TON 288.6500 222,260.50 526.330 151,925.15 526.330 151,925 046 HOT MIX ASPHALT (TYPE A) (REPAIR FAILED TON 115.0000 1,598,500.00 19,352.070 2,225,488 AREA) 047 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 124.2500 8,324,750.00 0.000 0 048 DATA CORE LS 40,159.6600 40,159.66 0.000 0 049 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.4000 868.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7004 TIME 05:18 PM ESTIMATE NO. 008 BID OPENING 04/25/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 03/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.4000 19,180.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.4000 2,198.00 0.000 0 052 PLACE HOT MIX ASPHALT SQYD 573.0700 22,349.73 0.000 0 (MISCELLANEOUS AREA) 053 TACK COAT TON 100.0000 21,000.00 0.240 24.00 30.660 3,066 054 REMOVE ASPHALT CONCRETE DIKE LF 3.5500 56,090.00 0.000 0 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7000 621,000.00 658.000 1,776.60 658.000 1,776 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.3000 347,680.00 95,571.000 506,526 (REPAIR FAILED AREA) 057 DRILL AND BOND (DOWEL BAR) EA 10.0000 137,000.00 7,938.000 79,380 058 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 660.0000 3,788,400.00 6,458.000 4,262,280 059 GRIND EXISTING CONCRETE SQYD 5.5000 1,177,000.00 185,501.000 1,020,255.50 185,501.000 1,020,255 PAVEMENT 060 REMOVE ASPHALT CONCRETE SURFACING SQFT 4.8300 25,502.40 0.000 0 061 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 314.2400 7,856.00 0.000 0 (.064" THICK) 062 REMOVE DOWNDRAIN (EA) EA 1,471.1900 7,355.95 1.000 1,471.19 1.000 1,471 063 MODIFY INLET EA 9,109.3100 9,109.31 1.000 9,109 064 REMOVE PAVEMENT MARKER EA 1.0000 8,150.00 5,185.000 5,185.00 5,185.000 5,185 065 DELINEATOR (CLASS 1) EA 40.4000 32,724.00 0.000 0 066 GUARD RAILING DELINEATOR EA 18.2200 2,004.20 97.000 1,767 067 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0600 33,698.00 0.000 0 068 OBJECT MARKER EA 45.4500 5,908.50 0.000 0 069 REMOVE ROADSIDE SIGN EA 101.0100 5,353.53 0.000 0 070 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 27.2700 22,361.40 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 071 FURNISH LAMINATED PANEL SIGN SQFT 35.8600 25,102.00 0.000 0 (2 1/2"-TYPE H) FOR RETROREFLECTIVE SHEETING (TYPE XI) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.1100 1,999.80 0.000 0 (0.063"-UNFRAMED) 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0700 410.06 0.000 0 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0800 2,343.20 0.000 0 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 4 DATE 03/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7004 TIME 05:18 PM ESTIMATE NO. 008 BID OPENING 04/25/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 03/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.6400 2,591.60 0.000 0 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.6500 12,745.50 0.000 0 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 077 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2900 12,483.90 0.000 0 078 ROADSIDE SIGN - ONE POST EA 287.8800 7,197.00 0.000 0 079 ROADSIDE SIGN - TWO POST EA 404.0400 8,484.84 0.000 0 080 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 984.8500 13,787.90 0.000 0 BOX POST, TYPE M) 081 FURNISH ROADSIDE SIGN (LAMINATED WOOD EA 3,636.3600 50,909.04 0.000 0 BOX POST, TYPE M) 082 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 1,010.1000 5,050.50 0.000 0 BOX POST, TYPE L) 083 FURNISH ROADSIDE SIGN (LAMINATED WOOD EA 4,646.4600 23,232.30 0.000 0 BOX POST, TYPE L) 084 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 33.0000 66,660.00 1,693.750 55,893 085 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 37.4500 110,477.50 2,248.500 84,206 086 VEGETATION CONTROL (MINOR CONCRETE) SQYD 91.0000 290,290.00 0.000 0 087 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 44.5300 26,718.00 600.000 26,718 088 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 61.7400 14,200.20 200.000 12,348 089 TRANSITION RAILING (TYPE STB) EA 4,554.6600 18,218.64 4.000 18,218 090 TRANSITION RAILING (TYPE DTB) EA 4,554.6600 4,554.66 1.000 4,554 091 TRANSITION RAILING (TYPE WB-31) EA 4,554.6600 63,765.24 12.000 54,655 092 END ANCHOR ASSEMBLY (TYPE SFT) EA 885.6300 7,970.67 7.000 6,199 093 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,238.8700 58,299.66 15.000 48,583 094 ALTERNATIVE CRASH CUSHION EA 31,781.3800 1,017,004.16 4.000 127,125.52 21.000 667,408 095 CONCRETE BARRIER TRANSITION LF 986.8400 278,288.88 312.000 307,894 (F) 096 REMOVE GUARDRAIL LF 7.0900 35,520.90 4,395.000 31,160 097 REMOVE DOUBLE METAL BEAM BARRIER LF 8.1000 1,134.00 150.000 1,215 098 REMOVE CRASH CUSHION EA 3,669.0300 117,408.96 7.000 25,683.21 24.000 88,056 099 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0800 55,880.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 100 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 455.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 5 DATE 03/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7004 TIME 05:18 PM ESTIMATE NO. 008 BID OPENING 04/25/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 03/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 101 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5200 6,581.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 102 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5600 70,560.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 103 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 299,280.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 104 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5200 36,784.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 105 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5200 2,568.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 106 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7600 79,040.00 0.000 0 107 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0500 19,794.50 0.000 0 108 12" RUMBLE STRIP STA 36.0000 86,040.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 109 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,076.1400 5,076.14 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 110 TRAFFIC MONITORING STATION SYSTEM LS 60,913.7100 60,913.71 0.000 0 111 MODIFYING EXISTING ELECTRICAL SYSTEM LS 121,827.4100 121,827.41 0.000 0 PROGRAM CAS145 PAGE 6 DATE 03/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7004 TIME 05:18 PM ESTIMATE NO. 008 BID OPENING 04/25/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 03/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,660,216.02 12,815,284.09 ADJUSTMENT OF COMPENSATION 0.00 -913.23 EXTRA WORK 0.00 30,238.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,660,216.02 12,844,609.04 112 MOBILIZATION LS 1,100,000.0000 1,100,000.00 0.050 55,000.00 1.000 1,100,000 ORIGINAL CONTRACT AMOUNT 25,128,027.71 TOTAL WORK COMPLETED 1,715,216.02 13,944,609.04 MATERIALS ON HAND ON SITE 340,564.64 DEDUCTIONS 0.00 -1,000.00 TOTAL 1,715,216.02 14,284,173.68 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 06/05/19 200 07/30/19 08/19/19 05/19/20 93 57 0 0 52% 47% PROGRESS IS SATISFACTORY TYLER LAVERING RESIDENT ENGINEER PROGRAM CAS145 DATE 03/24/20