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 10/26/20 EST. NO. 015 TIME 05:08 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 --------------------------------------------------------------------------- 001 0013 72,826.69 E.W. @ F.A.(+) 010620 N 0064.0 72,826.69 TOTAL THIS ESTIMATE 286,029.37 TOTAL PREVIOUS ESTIMATE 358,856.06 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 10/26/20 EST. NO. 015 TIME 05:08 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 CRUDE OIL PRICE INDX -883,772.01 012 0.00 -884,772.01 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 012 MISS PAYROLLS -10,000.00 015 -10,000.00 -15,000.00 TOTAL DEDUCTIONS -10,000.00 -899,772.01 PROGRAM CAS145 PAGE 1 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7004 TIME 05:08 PM ESTIMATE NO. 015 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 10/20/20 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 10/26/20 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 1.000 1,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 400,000.00 200.000 400,000 004 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 1.000 1,116,000 006 TYPE III BARRICADE EA 184.0000 3,680.00 20.000 3,680 007 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.0000 5,400.00 1,800.000 5,400 008 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 25.0000 7,750.00 310.000 7,750 009 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 26,100.00 594.000 26,730 010 PLASTIC TRAFFIC DRUMS EA 168.0000 4,200.00 25.000 4,200 011 TEMPORARY PAVEMENT MARKER EA 25.3900 1,929.64 76.000 1,929 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 1.000 50,000 013 TEMPORARY RAILING (TYPE K) LF 28.0000 154,560.00 5,580.000 156,240 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,794.6800 53,098.92 18.000 50,304 SYSTEM 015 JOB SITE MANAGEMENT LS 175,711.8700 175,711.87 1.000 175,711 016 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 1.000 2,500 017 TEMPORARY CONCRETE WASHOUT LS 30,000.0000 30,000.00 1.000 30,000 018 TREATED WOOD WASTE LB 0.2000 13,480.00 3,160.000 632.00 66,980.000 13,396 019 ROADWAY EXCAVATION CY 43.8700 20,618.90 470.000 20,618 020 ROADWAY EXCAVATION (TYPE Z-2) CY 202.4200 38,459.80 190.000 38,459 (AERIALLY DEPOSITED LEAD) 021 SHOULDER BACKING TON 55.0000 462,550.00 282.260 15,524.30 4,318.750 237,531 022 WOOD MULCH CY 56.1200 2,806.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7004 TIME 05:08 PM ESTIMATE NO. 015 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 10/20/20 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,295 FACILITIES 024 REMOVE IRRIGATION FACILITY LS 3,503.0600 3,503.06 1.000 3,503 025 CONTROL AND NEUTRAL CONDUCTORS LS 510.2000 510.20 1.000 510 026 1" REMOTE CONTROL VALVE EA 280.6100 561.22 2.000 561 027 1 1/2" REMOTE CONTROL VALVE EA 331.6300 1,989.78 6.000 1,989 028 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 45.9200 826.56 18.000 826 029 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 (F) LINE) 031 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 11.7300 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 (F) (SUPPLY LINE) 033 2 1/2" PLASTIC PIPE (CLASS 315) LF 14.5400 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 (F) (SUPPLY LINE) 035 1" AIR RELIEF VALVE EA 357.1400 357.14 1.000 357 036 BALL VALVE EA 586.7300 586.73 1.000 586 037 12" WELDED STEEL PIPE CONDUIT LF 279.7900 2,238.32 8.000 2,238 038 CLASS 4 AGGREGATE SUBBASE CY 40.0000 20,400.00 510.000 20,400 039 CLASS 2 AGGREGATE BASE (CY) CY 60.0000 12,000.00 200.000 12,000 040 REPLACE BASE CY 485.0000 1,372,550.00 3,532.600 1,713,311 041 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 25,000 044 PREPAVING GRINDING DAY EA 6,833.3300 102,499.95 12.000 81,999 045 HOT MIX ASPHALT (TYPE A) TON 288.6500 222,260.50 3.100 894.82 778.430 224,693 046 HOT MIX ASPHALT (TYPE A) (REPAIR FAILED TON 115.0000 1,598,500.00 19,447.050 2,236,410 AREA) 047 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 124.2500 8,324,750.00 64,339.180 7,994,143 048 DATA CORE LS 40,159.6600 40,159.66 1.000 40,159 049 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.4000 868.00 499.000 698 PROGRAM CAS145 PAGE 3 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7004 TIME 05:08 PM ESTIMATE NO. 015 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 10/20/20 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,262.000 14,366 051 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.4000 2,198.00 1,812.000 2,536 052 PLACE HOT MIX ASPHALT SQYD 573.0700 22,349.73 39.000 22,349 (MISCELLANEOUS AREA) 053 TACK COAT TON 100.0000 21,000.00 216.160 21,616 054 REMOVE ASPHALT CONCRETE DIKE LF 3.5500 56,090.00 15,596.000 55,365 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7000 621,000.00 228,785.670 617,721 056 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 6.780 4,474.80 6,399.880 4,223,920 059 GRIND EXISTING CONCRETE SQYD 5.5000 1,177,000.00 185,501.000 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 20.000 6,284 (.064" THICK) 062 REMOVE DOWNDRAIN (EA) EA 1,471.1900 7,355.95 4.000 5,884 063 MODIFY INLET EA 9,109.3100 9,109.31 1.000 9,109 064 REMOVE PAVEMENT MARKER EA 1.0000 8,150.00 8,400.000 8,400 065 DELINEATOR (CLASS 1) EA 40.4000 32,724.00 802.000 32,400 066 GUARD RAILING DELINEATOR EA 18.2200 2,004.20 102.000 1,858 067 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0600 33,698.00 8,743.000 35,496 068 OBJECT MARKER EA 45.4500 5,908.50 10.000 454.50 78.000 3,545 069 REMOVE ROADSIDE SIGN EA 101.0100 5,353.53 5.000 505.05 53.000 5,353 070 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 27.2700 22,361.40 1,081.250 29,485 FOR RETROREFLECTIVE SHEETING (TYPE XI) 071 FURNISH LAMINATED PANEL SIGN SQFT 35.8600 25,102.00 700.000 25,102 (2 1/2"-TYPE H) FOR RETROREFLECTIVE SHEETING (TYPE XI) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.1100 1,999.80 10.420 115 (0.063"-UNFRAMED) 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0700 410.06 57.670 407 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0800 2,343.20 48.000 387.84 426.500 3,446 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 4 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7004 TIME 05:08 PM ESTIMATE NO. 015 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 10/20/20 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 36.000 491.04 208.000 2,837 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.6500 12,745.50 143.000 2,094.95 600.500 8,797 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 077 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2900 12,483.90 227.000 973.83 3,073.920 13,187 078 ROADSIDE SIGN - ONE POST EA 287.8800 7,197.00 3.000 863.64 25.000 7,197 079 ROADSIDE SIGN - TWO POST EA 404.0400 8,484.84 4.000 1,616.16 21.000 8,484 080 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 984.8500 13,787.90 14.000 13,787 BOX POST, TYPE M) 081 FURNISH ROADSIDE SIGN (LAMINATED WOOD EA 3,636.3600 50,909.04 14.000 50,909 BOX POST, TYPE M) 082 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 1,010.1000 5,050.50 5.000 5,050 BOX POST, TYPE L) 083 FURNISH ROADSIDE SIGN (LAMINATED WOOD EA 4,646.4600 23,232.30 5.000 23,232 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 2,950.000 110,477 086 VEGETATION CONTROL (MINOR CONCRETE) SQYD 91.0000 290,290.00 227.000 20,657.00 3,213.240 292,404 087 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 44.5300 26,718.00 612.500 27,274 088 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 8.000 7,085 093 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,238.8700 58,299.66 16.000 51,821 094 ALTERNATIVE CRASH CUSHION EA 31,781.3800 1,017,004.16 32.000 1,017,004 095 CONCRETE BARRIER TRANSITION LF 986.8400 278,288.88 312.000 307,894 (F) 096 REMOVE GUARDRAIL LF 7.0900 35,520.90 123.000 872.07 5,088.000 36,073 097 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 32.000 117,408 099 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0800 55,880.00 7,820.000 39,725 (ENHANCED WET NIGHT VISIBILITY) 100 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 455.80 625.000 537 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 5 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7004 TIME 05:08 PM ESTIMATE NO. 015 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 10/20/20 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,533.000 8,410 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 102 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5600 70,560.00 182,701.000 102,312 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 103 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 299,280.00 289,844.000 249,265 (ENHANCED WET NIGHT VISIBILITY) 104 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5200 36,784.00 20,072.000 30,509 (ENHANCED WET NIGHT VISIBILITY) 105 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5200 2,568.80 1,854.000 2,818 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 106 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7600 79,040.00 145,661.000 110,702 107 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0500 19,794.50 3,702.000 11,291 108 12" RUMBLE STRIP STA 36.0000 86,040.00 2,421.000 87,156 (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 0.100 6,091.37 1.000 60,913 111 MODIFYING EXISTING ELECTRICAL SYSTEM LS 121,827.4100 121,827.41 0.100 12,182.74 1.000 121,827 PROGRAM CAS145 PAGE 6 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7004 TIME 05:08 PM ESTIMATE NO. 015 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 10/20/20 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 68,716.11 24,609,746.91 ADJUSTMENT OF COMPENSATION 0.00 -913.23 EXTRA WORK 72,826.69 359,769.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 141,542.80 24,968,602.97 112 MOBILIZATION LS 1,100,000.0000 1,100,000.00 1.000 1,100,000 ORIGINAL CONTRACT AMOUNT 25,128,027.71 TOTAL WORK COMPLETED 141,542.80 26,068,602.97 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -899,772.01 TOTAL 131,542.80 25,168,830.96 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 11/19/20 215 84 0 0 97% 100% PROGRESS IS SATISFACTORY TYLER LAVERING RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/20