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 06/15/18 EST. NO. 024 TIME 09:16 AM R.E. NAME: DEVIN PORR 05-0T9804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0008 343.70 E.W. @ F.A.(+) 092916 Y 0031.0 014 0001 5,667.88 A.C. @ L.S.(+) 031518 N 1 0 015 0004 5,749.82 E.W. @ F.A.(+) 020918 Y 0048.0 016 0001 8,325.00 E.W. @ L.S.(+) 021518 N 1 0 20,086.40 TOTAL THIS ESTIMATE 152,625.62 TOTAL PREVIOUS ESTIMATE 172,712.02 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 06/15/18 EST. NO. 024 TIME 09:16 AM R.E. NAME: DEVIN PORR 05-0T9804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CEM-4401 -10,000.00 022 MISS CEM-2402F -10,000.00 022 RECD CEM-4401 10,000.00 023 RECD CEM-2402F 10,000.00 023 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -4,000.00 018 MISS PAYROLLS -6,000.00 020 MISS PAYROLLS -10,000.00 022 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 06/15/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T9804 TIME 09:16 AM ESTIMATE NO. 024 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/26/18 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 06/15/18 LOCATION SEMI-FINAL ESTIMATE 05-SCR-17-8.3/9.4 ------------------- GRANITE CONSTRUCTION COMPANY IN SANTA CRUZ COUNTY NEAR SCOTTS 580 WEST BEACH STREET VALLEY FROM 0.4 MILE SOUTH OF WATSONVILLE CA 95076 SUGARLOAF ROAD TO 0.1 MILE SOUTH OF LAUREL ROAD FED. AID NO. HSNH-PG ( ) ,P017-110 (E ) SHOULDER WIDENING AND CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 250.0000 250.00 1.000 250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 360,000.00 187.000 374,000 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5700 9,462.00 20,550.000 11,713 007 TEMPORARY PAVEMENT MARKER EA 11.4200 4,111.20 379.000 4,328 008 TEMPORARY TERMINAL SECTION (TYPE K) EA 5,532.4000 11,064.80 3.000 16,597 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 8,416.7400 8,416.74 1.000 8,416 010 TEMPORARY RAILING (TYPE K) LF 18.6200 80,066.00 4,300.000 80,066 011 QUICKCHANGE MOVEABLE BARRIER LF 332.6200 236,160.20 718.000 238,821 012 ARMORGUARD BARRIER SYSTEM LF 328.9000 207,207.00 616.000 202,602 013 TEMPORARY CRASH CUSHION (ABSORB 350) EA 6,400.0000 51,200.00 8.000 51,200 014 JOB SITE MANAGEMENT LS 23,882.1400 23,882.14 1.000 23,882 015 PREPARE STORM WATER POLLUTION PREVENTION LS 1,750.0000 1,750.00 1.000 1,750 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 22,500.00 15.000 7,500 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 350.0000 7,350.00 7.000 2,450 018 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 019 TEMPORARY DRAINAGE INLET PROTECTION EA 152.3000 1,675.30 11.000 1,675 020 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 021 TEMPORARY CONCRETE WASHOUT LS 7,010.2300 7,010.23 1.000 7,010 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.7100 9,764.10 6,224.000 10,643 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 06/15/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T9804 TIME 09:16 AM ESTIMATE NO. 024 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/26/18 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 06/15/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON CULVERT (LF) LF 7.4000 2,146.00 289.700 2,143 024 ABANDON INLET EA 820.7100 820.71 1.000 820 025 REMOVE MARKER EA 10.0000 60.00 6.000 60 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9600 7,094.40 9,873.500 9,478 027 REMOVE PAVEMENT MARKER EA 1.4300 1,430.00 746.000 1,066 028 REMOVE ASPHALT CONCRETE DIKE LF 6.2500 1,812.50 793.000 4,956 029 REMOVE CULVERT (LF) LF 26.3100 4,998.90 190.000 4,998 030 REMOVE DOWNDRAIN (EA) EA 1,769.6900 5,309.07 3.000 5,309 031 REMOVE INLET EA 984.5100 984.51 2.000 1,969 032 RESET MILEPOST MARKER EA 40.0000 40.00 10.000 400 033 RESET CRASH CUSHION EA 3,916.5700 15,666.28 4.000 15,666 034 RESET ROADSIDE SIGN EA 200.0000 800.00 4.000 800 035 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 800.00 5.000 1,000 036 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 250.00 1.000 250 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.4900 81,921.00 36,406.000 90,650 038 REMOVE CONCRETE BARRIER (TYPE 50) LF 11.2700 48,010.20 4,309.000 48,562 039 SAND BACKFILL CY 150.0000 5,100.00 33.700 5,055 040 CLEARING AND GRUBBING (LS) LS 257,084.1900 257,084.19 1.000 257,084 041 ROADWAY EXCAVATION CY 78.8300 81,194.90 1,423.680 112,228 042 ROADWAY EXCAVATION (TYPE Z-2) CY 233.4700 25,681.70 110.000 25,681 (AERIALLY DEPOSITED LEAD) 043 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 49,100.00 491.000 49,100 (F) 044 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 100.0000 27,900.00 279.000 27,900 (F) 045 STRUCTURE BACKFILL (BRIDGE) CY 108.0000 18,360.00 170.000 18,360 (F) 046 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 39.8500 637.60 16.000 637 (F) 047 HYDROMULCH SQFT 0.3100 2,619.50 15,383.000 4,768 048 COMPOST SOCK LF 12.4600 6,977.60 276.000 3,438 049 COMPOST SQFT 0.7700 6,506.50 13,770.000 10,602 PROGRAM CAS145 PAGE 3 DATE 06/15/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T9804 TIME 09:16 AM ESTIMATE NO. 024 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/26/18 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 06/15/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 2 AGGREGATE BASE (CY) CY 83.4500 30,876.50 375.500 31,335 051 PREPAVING INERTIAL PROFILER LS 2,500.0000 2,500.00 1.000 2,500 052 HOT MIX ASPHALT (TYPE A) TON 130.8000 47,088.00 1,351.970 176,837 053 HOT MIX ASPHALT-OPEN GRADED TON 122.2800 278,798.40 2,628.670 321,433 (OPEN GRADED FRICTION COURSE) 054 DATA CORE LS 300.0000 300.00 1.000 300 055 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 7.1000 4,047.00 1,360.000 9,656 056 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.1000 461.50 151.000 1,072 057 PLACE HOT MIX ASPHALT SQYD 75.0000 1,050.00 17.000 1,275 (MISCELLANEOUS AREA) 058 TACK COAT TON 773.0000 15,460.00 19.370 14,973 059 SOIL NAIL LF 53.5600 212,793.88 3,973.000 212,793 060 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 266.3500 165,137.00 625.000 166,468 061 STRUCTURAL CONCRETE, BRIDGE CY 1,300.0000 421,200.00 324.000 421,200 (F) 062 MINOR CONCRETE (MINOR STRUCTURE) CY 2,227.0600 80,174.16 1.950 4,342.77 40.540 90,285 (F) 063 BAR REINFORCING STEEL (BRIDGE) LB 0.9300 107,361.06 115,442.000 107,361 (F) 064 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1700 17,578.08 15,024.000 17,578 (F) 065 BAR REINFORCING STEEL (EPOXY COATED) LB 1.1700 6,904.17 5,901.000 6,904 (F) (BRIDGE) 066 SCULPTED SHOTCRETE SQFT 6.8300 22,163.35 3,245.000 22,163 067 STRUCTURAL SHOTCRETE CY 755.3300 123,874.12 164.000 123,874 (F) 068 PREPARE AND STAIN SHOTCRETE SQFT 3.9400 12,785.30 3,245.000 12,785 069 18" ALTERNATIVE PIPE CULVERT LF 109.6200 281,723.40 2,882.000 315,924 070 24" ALTERNATIVE PIPE CULVERT LF 96.8100 61,958.40 641.000 62,055 071 CONCRETE BACKFILL (PIPE TRENCH) CY 207.0300 228,788.85 1,229.000 254,439 (F) 072 15" SLOTTED CORRUGATED STEEL PIPE LF 49.4600 71,222.40 1,440.000 71,222 (.079" THICK) 073 18" SLOTTED CORRUGATED STEEL PIPE LF 57.9400 2,317.60 40.000 2,317 (.079" THICK) 074 GEOCOMPOSITE DRAIN SQFT 2.1900 1,778.28 812.000 1,778 075 15" CORRUGATED STEEL PIPE DOWNDRAIN LF 102.4600 11,270.60 100.000 10,246 (.079" THICK) 076 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 101.3400 12,160.80 120.000 12,160 (.079" THICK) PROGRAM CAS145 PAGE 4 DATE 06/15/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T9804 TIME 09:16 AM ESTIMATE NO. 024 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/26/18 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 06/15/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 15" ENTRANCE TAPER EA 1,090.7700 1,090.77 1.000 1,090 078 15" ANCHOR ASSEMBLY EA 607.5300 607.53 0.000 0 079 24" ANCHOR ASSEMBLY EA 652.4300 652.43 1.000 652 080 48" CORRUGATED STEEL PIPE RISER LF 981.9600 7,855.68 8.000 7,855 (.079" THICK) 081 30" WELDED STEEL PIPE (0.5" THICK) LF 604.4600 157,159.60 252.000 152,323 TRENCHLESS CULVERT INSTALLATION 082 ROCK SLOPE PROTECTION CY 371.7700 11,896.64 41.600 15,465 (LIGHT, METHOD B) (CY) 083 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.6000 544.00 364.200 582 084 MISCELLANEOUS IRON AND STEEL LB 2.0900 14,924.69 249.000 520.41 7,868.000 16,444 (F) 085 ALTERNATIVE CRASH CUSHION SYSTEM EA 46,711.9000 46,711.90 1.000 46,711 086 CONCRETE BARRIER (TYPE 60) LF 64.9500 3,247.50 48.000 3,117 087 CONCRETE BARRIER (TYPE 60D) LF 79.3800 15,082.20 190.000 15,082 088 CONCRETE BARRIER (TYPE 60S) LF 22.6800 96,616.80 4,298.000 97,478 089 CONCRETE BARRIER (TYPE 736) LF 113.7000 49,459.50 435.000 49,459 (F) 090 THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 13,620.00 24,996.000 14,997 091 THERMOPLASTIC PAVEMENT MARKING SQFT 6.4300 4,629.60 783.000 5,034 092 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 5,450.00 11,987.000 5,993 (BROKEN 17-7) 093 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.7100 3,083.40 727.000 4,151 094 PAVEMENT MARKER EA 17.1400 3,085.20 181.000 3,102 (RETROREFLECTIVE-RECESSED) 095 LIGHTING LS 80,850.0000 80,850.00 1.000 80,850 PROGRAM CAS145 PAGE 5 DATE 06/15/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T9804 TIME 09:16 AM ESTIMATE NO. 024 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/26/18 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 06/15/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,863.18 4,931,232.55 ADJUSTMENT OF COMPENSATION 5,667.88 15,171.91 EXTRA WORK 14,418.52 157,540.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 24,949.58 5,103,944.57 096 MOBILIZATION LS 514,168.3900 514,168.39 1.000 514,168 ORIGINAL CONTRACT AMOUNT 5,141,683.95 TOTAL WORK COMPLETED 24,949.58 5,618,112.96 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 24,949.58 5,598,112.96 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/13/16 180 02/10/16 00/00/00 02/26/18 187 274 0 0 100% 100% DEVIN PORR RESIDENT ENGINEER PROGRAM CAS145 DATE 06/15/18