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 11/19/19 EST. NO. 008 TIME 01:19 PM R.E. NAME: JENNIFER WILSON 05-1F7604 --------------------------------------------------------------------------- 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 11/19/19 EST. NO. 008 TIME 01:19 PM R.E. NAME: JENNIFER WILSON 05-1F7604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -2,000.00 004 MISS PAYROLLS -5,000.00 005 RECD PAYROLLS #5 5,000.00 006 MISS PAYROLLS -2,000.00 007 0.00 -4,000.00 TOTAL DEDUCTIONS 0.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7604 TIME 01:19 PM ESTIMATE NO. 008 BID OPENING 11/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 11/19/19 LOCATION PROGRESS ESTIMATE 05-SCR-17-6.0/12.6 ----------------- GRANITE CONSTRUCTION COMPANY IN AND NEAR SCOTTS VALLEY FROM 0.6 714 COMSTOCK STREET MILE NORTH OF GRANITE CREEK ROAD OC SANTA CLARA CA 95054 TO SANTA CLARA COUNTY LINE FED. AID NO. B1NH-P017(114)E PAVEMENT PRESERVATION (CAPM) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.075 750.00 0.540 5,400 003 TIME-RELATED OVERHEAD (WDAY) WDAY 852.7000 183,330.50 16.000 13,643.20 116.000 98,913 004 CONSTRUCTION AREA SIGNS LS 32,000.0000 32,000.00 0.015 480.00 0.808 25,856 005 TRAFFIC CONTROL SYSTEM LS 627,162.6200 627,162.62 0.075 47,037.20 0.540 338,667 006 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 420.00 0.000 0 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,061.9600 30,061.96 0.075 2,254.65 0.540 16,233 008 TEMPORARY RAILING (TYPE K) LF 125.0000 72,500.00 160.000 20,000 009 TEMPORARY MOVEABLE ARMORGUARD BARRIER LF 425.0000 144,500.00 340.000 144,500 SYSTEM 010 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,500.0000 18,000.00 2.000 9,000 SYSTEM 011 JOB SITE MANAGEMENT LS 12,577.8500 12,577.85 0.075 943.34 0.540 6,792 012 PREPARE WATER POLLUTION CONTROL PROGRAM LS 490.0000 490.00 1.000 490 013 TEMPORARY CONCRETE WASHOUT LS 2,289.0000 2,289.00 0.000 0 014 TREATED WOOD WASTE LB 0.2200 14,058.00 11,817.000 2,599.74 14,288.000 3,143 015 ROADWAY EXCAVATION (TYPE Z-2) CY 278.5100 11,140.40 32.070 8,931 (AERIALLY DEPOSITED LEAD) 016 SHOULDER BACKING TON 452.0800 7,685.36 0.000 0 017 IMPORTED BORROW (CY) CY 152.0700 4,562.10 0.000 0 018 HIGH FRICTION SURFACE TREATMENT SQYD 22.5500 354,035.00 17,396.100 392,282.06 18,803.100 424,009 (POLYMER RESIN) 019 PREPAVING INERTIAL PROFILER LS 105,806.9300 105,806.93 1.000 105,806 020 HOT MIX ASPHALT (TYPE A) TON 112.0000 5,980,800.00 45,878.290 5,138,368 021 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 132.0000 1,887,600.00 102.040 13,469.28 13,604.700 1,795,820 (OPEN GRADED FRICTION COURSE) 022 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.3500 38,205.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7604 TIME 01:19 PM ESTIMATE NO. 008 BID OPENING 11/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.3500 756.00 0.000 0 024 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.3500 8,653.50 0.000 0 025 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.3500 4,360.50 0.000 0 026 PLACE HOT MIX ASPHALT SQYD 30.4800 64,312.80 0.000 0 (MISCELLANEOUS AREA) 027 TACK COAT TON 1,000.0000 190,000.00 1.420 1,420.00 172.080 172,080 028 REMOVE ASPHALT CONCRETE DIKE LF 0.4700 18,095.00 26,871.000 12,629 029 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.9000 1,029,600.00 255,583.800 996,776 030 RAIL ELEMENT WALL LF 85.8600 17,172.00 37.500 3,219 031 14" X 23" OVAL SHAPED REINFORCED LF 86.2200 1,034.64 0.000 0 CONCRETE PIPE 032 4"PERFORATED PLASTIC PIPE UNDERDRAIN LF 64.7500 2,913.75 45.000 2,913.75 45.000 2,913 (F) 033 14" X 23" OVAL SHAPED REINFORCED EA 1,383.4100 1,383.41 0.000 0 CONCRETE FLARED END SECTION 034 REMOVE OVERSIDE DRAIN EA 1,024.9700 45,098.68 7.000 7,174.79 7.000 7,174 035 REMOVE PIPE (LF) LF 60.9500 1,462.80 24.000 1,462.80 24.000 1,462 036 ADJUST INLET EA 2,445.7800 14,674.68 0.000 0 037 ROCK SLOPE PROTECTION CY 113.3200 10,652.08 10.580 1,198.93 10.580 1,198 (60 LB, CLASS II, METHOD B) (CY) 038 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.2700 1,177.20 37.760 123.48 37.760 123 039 INLET FRAME AND GRATE EA 1,767.1500 10,602.90 0.000 0 040 DELINEATOR (CLASS 1) EA 40.0000 9,200.00 0.000 0 041 GUARD RAILING DELINEATOR EA 20.2000 3,636.00 0.000 0 042 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0500 16,968.00 0.000 0 043 OBJECT MARKER EA 45.0000 3,150.00 0.000 0 044 REMOVE ROADSIDE SIGN EA 75.0000 10,500.00 0.000 0 045 FURNISH LAMINATED PANEL SIGN SQFT 27.5000 1,732.50 0.000 0 (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 046 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.2500 1,537.50 0.000 0 (0.063"-UNFRAMED) 047 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 4,900.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 1,840.00 0.000 0 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 3 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7604 TIME 01:19 PM ESTIMATE NO. 008 BID OPENING 11/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.7500 3,797.50 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 050 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 7,290.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 051 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2500 4,987.50 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 052 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2500 9,010.00 0.000 0 053 ROADSIDE SIGN - ONE POST EA 250.0000 27,500.00 0.000 0 054 ROADSIDE SIGN - TWO POST EA 350.0000 12,950.00 0.000 0 055 INSTALL ROADSIDE SIGN PANEL ON EA 50.0000 1,050.00 0.000 0 EXISTING POST 056 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.2900 144,106.80 1,271.870 37,253.07 1,628.120 47,687 057 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 32.3200 31,673.60 225.000 7,272.00 225.000 7,272 058 TRANSITION RAILING (TYPE WB-31) EA 3,535.3500 28,282.80 0.000 0 059 END ANCHOR ASSEMBLY (TYPE SFT) EA 959.6000 15,353.60 5.000 4,798.00 6.000 5,757 060 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,333.3300 46,666.62 3.000 9,999.99 4.000 13,333 061 CRASH CUSHION SYSTEM (TYPE SCI-100GM) EA 37,878.7900 75,757.58 0.000 0 TL-3 062 CONCRETE BARRIER (TYPE 60M) LF 196.5300 68,785.50 254.000 49,918.62 350.000 68,785 063 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 830.1400 68,901.62 84.000 69,731.76 84.000 69,731 (F) 064 REMOVE GUARDRAIL LF 4.0400 26,785.20 1,632.000 6,593.28 2,032.000 8,209 065 REMOVE CONCRETE BARRIER (TYPE 50) LF 25.9700 9,089.50 340.000 8,829 066 SALVAGE CRASH CUSHION EA 1,085.0500 2,170.10 0.000 0 067 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0800 49,288.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 068 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 272.70 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 069 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 73,932.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 070 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2600 185,220.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 071 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0200 6,201.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 072 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,378.4600 5,378.46 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7604 TIME 01:19 PM ESTIMATE NO. 008 BID OPENING 11/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 073 MODIFYING EXISTING ELECTRICAL SYSTEM LS 232,349.4700 232,349.47 0.380 88,292 074 REMOVING EXISTING ELECTRICAL SYSTEM LS 10,756.9200 10,756.92 0.000 0 PROGRAM CAS145 PAGE 5 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7604 TIME 01:19 PM ESTIMATE NO. 008 BID OPENING 11/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 673,319.94 9,660,912.79 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 5,930.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 673,319.94 9,666,842.86 075 MOBILIZATION LS 1,351,521.7200 1,351,521.72 1.000 1,351,521 ORIGINAL CONTRACT AMOUNT 13,515,217.25 TOTAL WORK COMPLETED 673,319.94 11,018,364.58 MATERIALS ON HAND ON SITE 61,261.27 67,548.27 DEDUCTIONS 0.00 -4,000.00 TOTAL 734,581.21 11,081,912.85 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 12/19/18 215 04/11/19 00/00/00 06/20/20 105 0 0 0 80% 49% PROGRESS IS SATISFACTORY JENNIFER WILSON RESIDENT ENGINEER PROGRAM CAS145 DATE 11/19/19