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 11/27/17 EST. NO. 006 TIME 10:25 AM R.E. NAME: DEVIN PORR 05-1C8404 --------------------------------------------------------------------------- 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 0046 1,370.12 E.W. @ F.A.(+) 082317 Y 0077.0 0047 1,314.01 082417 Y 0078.0 0051 2,955.57 091017 Y 0082.0 0055 1,767.54 090517 Y 0086.0 0057 1,208.41 081317 Y 0088.0 0058 1,107.25 081417 Y 0089.0 0059 1,935.43 081517 Y 0090.0 0060 1,731.63 081617 Y 0091.0 0061 1,983.61 081717 Y 0092.0 0062 1,950.30 082017 Y 0093.0 0063 1,731.53 082117 Y 0094.0 0064 1,731.53 082217 Y 0095.0 0065 1,731.53 082317 Y 0096.0 0066 1,844.85 082417 Y 0097.0 0067 1,554.17 082717 Y 0098.0 0068 815.16 082817 Y 0099.0 0069 943.74 082917 Y 0100.0 0070 3,150.23 082717 Y 0101.0 0071 2,136.03 082817 Y 0102.0 0081 1,090.89 091417 Y 0112.0 0082 86.65 091717 Y 0113.0 0091 1,320.75 091417 Y 0124.0 0093 1,025.60 091317 Y 0127.0 0094 1,497.92 091717 Y 0128.0 0095 1,145.66 091817 Y 0129.0 0097 92.92 092517 Y 0131.0 0099 1,011.18 092417 Y 0133.0 0100 845.52 092517 Y 0134.0 0101 1,085.63 092117 Y 0135.0 0102 436.79 091217 Y 0119.0 0103 378.37 091317 Y 0122.0 0104 378.37 091417 Y 0125.0 0105 1,048.83 091917 Y 0136.0 0106 905.04 092017 Y 0137.0 0107 1,173.53 092117 Y 0138.0 0108 1,487.56 092417 Y 0139.0 0109 1,060.25 092517 Y 0140.0 0110 1,029.25 092617 Y 0141.0 0112 2,095.66 091917 Y 0143.0 0113 2,039.55 092017 Y 0144.0 0115 1,025.60 092517 Y 0146.0 0116 1,449.82 092417 Y 0147.0 0117 1,066.06 092617 Y 0148.0 0118 1,122.99 092717 Y 0149.0 0119 1,066.06 092717 Y 0150.0 59,929.09 TOTAL THIS ESTIMATE 225,216.31 TOTAL PREVIOUS ESTIMATE 285,145.40 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 11/27/17 EST. NO. 006 TIME 10:25 AM R.E. NAME: DEVIN PORR 05-1C8404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LANE CLOSURE NONPERF -500,342.98 003 HMA TEST DEDUCT -32,794.02 005 PERF WITHOLD RTN 500,342.98 005 HMA FINAL TEST DED -2,123.99 006 HMA TEST DEDUCT REV 32,794.02 006 POLE INSP DEDUCT -1,000.00 006 29,670.03 -3,123.99 TOTAL DEDUCTIONS 29,670.03 -3,123.99 PROGRAM CAS145 PAGE 1 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8404 TIME 10:25 AM ESTIMATE NO. 006 BID OPENING 10/20/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 11/27/17 LOCATION RERUN PROGRESS ESTIMATE 05-SBT-156-R10.0/R18.4 ----------------------- GRANITE CONSTRUCTION COMPANY IN SAN BENITO COUNTY NEAR HOLLISTER 580 WEST BEACH STREET FROM 0.5 MILES WEST OF HUDNER OH TO WATSONVILLE CA 95076 SANTA CLARA COUNTY LINE FED. AID NO. ACNH-PP15-6(20)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 1,000.0000 1,000.00 1.000 1,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 500.0000 500.00 0.750 375 003 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.880 8,800 004 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.910 318,500 005 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,600.00 40.000 1,600 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 5,000.0000 5,000.00 0.910 4,550 007 TEMPORARY RAILING (TYPE K) LF 10.0000 33,200.00 2,000.000 20,000 008 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,200.0000 9,600.00 8.000 9,600 009 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.910 4,550 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 650.0000 650.00 0.750 487 011 TEMPORARY CONCRETE WASHOUT LS 500.0000 500.00 1.000 500 012 TEMPORARY FENCE (TYPE ESA) LF 6.0000 10,560.00 1,760.000 10,560 013 TREATED WOOD WASTE LB 0.1500 10,200.00 4,880.000 732.00 72,040.000 10,806 014 REMOVE GUARDRAIL LF 11.0000 71,720.00 6,512.500 71,637 015 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 27,520.00 86,000.000 27,520 016 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 3,760.00 1,880.000 3,760 017 REMOVE PAVEMENT MARKER EA 0.8000 8,048.00 10,060.000 8,048 018 REMOVE ROADSIDE SIGN PANEL EA 35.0000 980.00 26.000 910.00 26.000 910 019 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 3.0000 6,120.00 2,040.000 6,120 020 REMOVE ASPHALT CONCRETE DIKE LF 0.7000 18,270.00 26,039.000 18,227 021 REMOVE DELINEATOR EA 10.0000 1,100.00 124.000 1,240.00 124.000 1,240 022 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 295,200.00 102,691.110 308,073 PROGRAM CAS145 PAGE 2 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8404 TIME 10:25 AM ESTIMATE NO. 006 BID OPENING 10/20/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 SHOULDER BACKING TON 52.0000 282,360.00 4,322.030 224,745 024 PREPAVING INERTIAL PROFILER LS 2,600.0000 2,600.00 0.000 0 025 PREPAVING GRINDING DAY EA 12,000.0000 144,000.00 0.000 0 026 HOT MIX ASPHALT (TYPE A) TON 122.0000 1,041,880.00 10,705.550 1,306,077 027 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 120.0000 2,832,000.00 21,135.320 2,536,238 028 DATA CORE LS 500.0000 500.00 0.000 0 029 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.4000 8,274.00 5,908.000 8,271 030 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.4000 826.00 587.500 822 031 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.4000 23,940.00 17,050.000 23,870 032 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.4000 3,878.00 2,762.500 3,867 033 PLACE HOT MIX ASPHALT SQYD 60.0000 360.00 0.000 0 (MISCELLANEOUS AREA) 034 TACK COAT TON 400.0000 34,000.00 64.500 25,800 035 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 130.00 5.000 65.00 5.000 65 (0.063"-UNFRAMED) 036 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 4,200.00 26.000 3,900.00 26.000 3,900 EXISTING POST 037 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 1,440.00 147.000 1,323.00 147.000 1,323 (0.063"-UNFRAMED FOR RETROREFLECTIVE SHEETING (TYPE XI) 038 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 80.00 8.000 80.00 8.000 80 (0.080"-UNFRAMED FOR RETROREFLECTIVE SHEETING (TYPE XI) 039 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.5000 935.00 155.000 852.50 155.000 852 040 CONCRETE STAINING (OXIDIZING) SQYD 6.0000 16,980.00 282.000 1,692.00 3,105.000 18,630 041 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 120.0000 840.00 7.000 840 (.079" THICK) 042 18" ENTRANCE TAPER EA 200.0000 200.00 1.000 200 043 DETECTABLE WARNING SURFACE SQFT 40.0000 2,040.00 50.500 2,020 044 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 850.0000 11,050.00 13.000 11,050 AND DRIVEWAY) 045 MINOR CONCRETE (CURB RAMP) CY 850.0000 3,400.00 3.500 2,975 046 DELINEATOR (CLASS 1) EA 45.0000 9,900.00 448.000 20,160.00 448.000 20,160 047 OBJECT MARKER EA 85.0000 2,380.00 34.000 2,890.00 34.000 2,890 048 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.0000 83,230.00 2,887.500 83,737 PROGRAM CAS145 PAGE 3 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8404 TIME 10:25 AM ESTIMATE NO. 006 BID OPENING 10/20/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 35.0000 90,650.00 2,637.500 92,312 050 VEGETATION CONTROL (MINOR CONCRETE) SQYD 66.0000 186,780.00 282.000 18,612.00 3,105.000 204,930 051 CONCRETE BARRIER (TRANSITION) LF 833.0000 51,646.00 56.000 46,648 052 TRANSITION RAILING (TYPE WB-31) EA 4,260.0000 68,160.00 16.000 68,160 053 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,800.0000 19,000.00 5.000 19,000 054 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,300.0000 39,600.00 12.000 39,600 055 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 66,780.00 80,564.000 33,836.88 170,572.000 71,640 (ENHANCED WET NIGHT VISIBILITY) 056 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,228.00 3,717.000 1,486.80 3,717.000 1,486 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 057 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 3,360.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 058 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,770.00 7,761.000 7,761.00 8,724.000 8,724 (ENHANCED WET NIGHT VISIBILITY) 059 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 4.0000 15,920.00 2,056.000 8,224.00 4,352.000 17,408 MARKING (ENHANCED WET NIGHT VISIBILITY) 060 6" RUMBLE STRIP STA 18.0000 11,880.00 656.320 11,813 (ASPHALT CONCRETE PAVEMENT) 061 12" RUMBLE STRIP STA 22.0000 11,000.00 389.420 8,567 (ASPHALT CONCRETE PAVEMENT) 062 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 10,320.00 3,772.000 11,316.00 3,772.000 11,316 063 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,900.0000 2,900.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 064 MODIFYING EXISTING ELECTRICAL SYSTEM LS 140,000.0000 140,000.00 1.000 140,000 PROGRAM CAS145 PAGE 4 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8404 TIME 10:25 AM ESTIMATE NO. 006 BID OPENING 10/20/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 115,081.18 5,856,886.43 ADJUSTMENT OF COMPENSATION 0.00 21,601.92 EXTRA WORK 59,929.09 263,543.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 175,010.27 6,142,031.83 065 MOBILIZATION LS 163,327.0000 163,327.00 1.000 163,327 ORIGINAL CONTRACT AMOUNT 6,272,272.00 TOTAL WORK COMPLETED 175,010.27 6,305,358.83 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 29,670.03 -3,123.99 TOTAL 204,680.30 6,302,234.84 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 12/09/16 90 12/27/16 06/14/17 12/20/17 96 128 0 0 97% 100% PROGRESS IS SATISFACTORY DEVIN PORR RESIDENT ENGINEER PROGRAM CAS145 DATE 11/27/17