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 01/15/19 EST. NO. 036 TIME 01:08 PM R.E. NAME: RICK SILVA, RE 05-492804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 025 0022-3 -6,488.90 E.W. @ F.A.(+) 030617 N 7035 0 DAO CORRECTING ENTRY 0022-4 32,920.11 030617 N 7035 0 DAO CORRECTING ENTRY 0026-3 -5,461.30 030717 N 7157 0 DAO CORRECTING ENTRY 0026-4 12,820.92 030717 N 7157 0 DAO CORRECTING ENTRY 0050-3 -9,360.26 060517 N 8080 0 DAO CORRECTING ENTRY 0050-4 14,202.30 060517 N 8080 0 DAO CORRECTING ENTRY 38,632.87 TOTAL THIS ESTIMATE 2,658,524.43 TOTAL PREVIOUS ESTIMATE 2,697,157.30 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 01/15/19 EST. NO. 036 TIME 01:08 PM R.E. NAME: RICK SILVA, RE 05-492804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP NON-COMPLIANCE -47,007.77 003 SWPPP NON-COMPL RTN 47,007.77 005 FIRE PLAN/DUST CONTL -202,229.16 009 FIRE PLAN RELEASE 202,229.16 010 RESTAKING CHARGES 1 -2,840.00 010 LOW DENSITY (1) -2,200.00 014 LOW DENSITY (2) -275.00 014 FAIL STARTUP -10,506.32 015 LOW DENSITY 2-7-1 -550.00 015 LOW DENSITY 2-13-A -1,375.00 015 NIGHTWORK PENALTY -402,259.04 015 NIGHTWORK PENLTY RTN 402,259.04 016 MISS DBE DOCS -10,000.00 026 MISS ANNUAL CEM-4401 -10,000.00 028 RECD ANNUAL CEM-4401 10,000.00 029 RECD DBE DOCS 10,000.00 030 MISS CEM-2402F -10,000.00 032 MISS CEM-4401 -10,000.00 032 RECD CEM-2402F 10,000.00 036 RECD CEM-4401 10,000.00 036 20,000.00 -17,746.32 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -2,000.00 031 MISS PAYROLLS -10,000.00 032 RECD PAYROLLS 12,000.00 034 0.00 0.00 TOTAL DEDUCTIONS 20,000.00 -17,746.32 PROGRAM CAS145 PAGE 1 DATE 01/15/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-492804 TIME 01:08 PM ESTIMATE NO. 036 BID OPENING 04/16/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/18 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 01/15/19 LOCATION FINAL ESTIMATE 05-SLO-1-64.0/R66.9 -------------- PAPICH CONSTRUCTION CO. INC IN SAN LUIS OBISPO COUNTY ABOUT 9 P O BOX 2210 MILES NORTH OF SAN SIMEON FROM 0.3 PISMO BEACH CA 93448 MILE NORTH OF PIEDRAS BLANCAS LIGHTHOUSE ROAD TO ARROYO DE LA CRUZ BRIDGE FED. AID NO. STP-P001(590)E REALIGN ROADWAY PIEDRAS BLANCAS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,000.0000 12,000.00 1.000 12,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,865.0000 1,260,600.00 440.000 1,260,600 004 CONSTRUCTION AREA SIGNS LS 3,865.0000 3,865.00 1.000 3,865 005 TRAFFIC CONTROL SYSTEM LS 60,690.0000 60,690.00 1.000 60,690 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 1,860.00 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 875.00 0.000 0 008 TEMPORARY PAVEMENT MARKER EA 3.0000 780.00 0.000 0 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 21,615.0000 21,615.00 1.000 21,615 010 TEMPORARY RAILING (TYPE K) LF 28.0000 78,400.00 0.000 0 011 TEMPORARY CRASH CUSHION MODULE EA 150.0000 2,100.00 0.000 0 012 JOB SITE MANAGEMENT LS 194,365.0000 194,365.00 1.000 194,365 013 PREPARE STORM WATER POLLUTION PREVENTION LS 39,000.0000 39,000.00 1.000 39,000 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 45,000.00 35.000 17,500 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 9,000.00 41.000 20,500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 017 MOVE-IN/MOVE-OUT EA 700.0000 19,600.00 10.000 7,000 (TEMPORARY EROSION CONTROL) 018 TEMPORARY HYDRAULIC MULCH SQYD 0.6200 18,600.00 73,407.000 45,512 (BONDED FIBER MATRIX) 019 TEMPORARY CHECK DAM LF 10.3000 12,360.00 1,580.000 16,274 020 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 12,100.00 9.000 2,475 021 TEMPORARY FIBER ROLL LF 3.4500 40,365.00 14,273.000 49,241 022 TEMPORARY LARGE SEDIMENT BARRIER LF 9.6000 29,376.00 2,413.000 23,164 PROGRAM CAS145 PAGE 2 DATE 01/15/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-492804 TIME 01:08 PM ESTIMATE NO. 036 BID OPENING 04/16/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/18 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 01/15/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 915.0000 18,300.00 4.000 3,660 024 STREET SWEEPING LS 55,160.0000 55,160.00 1.000 55,160 025 TEMPORARY CONCRETE WASHOUT LS 12,540.0000 12,540.00 1.000 12,540 026 TEMPORARY FENCE (TYPE ESA) LF 1.8000 41,580.00 20,870.000 37,566 027 TREATED WOOD WASTE LB 0.5000 6,200.00 0.000 0 028 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 029 TEMPORARY WETLAND PROTECTION MAT (LS) LS 111,665.0000 111,665.00 1.000 111,665 030 REMOVE FENCE LF 0.6500 650.00 0.000 0 031 REMOVE FENCE (TYPE BW) LF 0.8500 22,185.00 25,728.000 21,868 032 REMOVE GATE EA 250.0000 750.00 4.000 1,000 033 REMOVE GUARDRAIL LF 6.9000 7,866.00 1,137.500 7,848 034 REMOVE FLARED END SECTION EA 300.0000 3,900.00 14.000 4,200 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 9,300.00 0.000 0 036 REMOVE PAVEMENT MARKER EA 1.8000 468.00 0.000 0 037 REMOVE ROADSIDE SIGN EA 43.7000 174.80 21.000 917 038 REMOVE ROCK SLOPE PROTECTION TON 8.3200 391,040.00 17,275.500 143,732 039 REMOVE WATER PIPELINE LF 3.7500 3,337.50 140.000 525 040 REMOVE PIPE (LF) LF 67.8500 81,420.00 1,210.000 82,098 041 REMOVE HEADWALL EA 1,340.0000 40,200.00 27.000 36,180 042 REMOVE BASE AND SURFACING CY 17.3500 407,725.00 23,471.890 407,237 043 SALVAGE TEMPORARY FENCE (TYPE ERTEC) LF 1.5000 5,445.00 4,416.000 6,624 044 SALVAGE CONCRETE BARRIER (TYPE K) LF 12.1000 7,744.00 640.000 7,744 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 19.6000 9,016.00 568.440 11,141 046 REMOVE CONCRETE (CY) CY 283.0000 36,790.00 152.000 43,016 047 CLEARING AND GRUBBING (LS) LS 134,295.0000 134,295.00 1.000 134,295 048 DUST PALLIATIVE LS 54,545.0000 54,545.00 1.000 54,545 049 ROADWAY EXCAVATION CY 6.4800 1,270,080.00 201,366.000 1,304,851 PROGRAM CAS145 PAGE 3 DATE 01/15/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-492804 TIME 01:08 PM ESTIMATE NO. 036 BID OPENING 04/16/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/18 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 01/15/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION (SELECTED MATERIAL) CY 8.5700 380,508.00 42,026.000 360,162 (TOPSOIL) 051 STRUCTURE EXCAVATION (BRIDGE) CY 75.0000 57,900.00 772.000 57,900 (F) 052 STRUCTURE EXCAVATION (TYPE D) CY 500.0000 33,000.00 66.000 33,000 (F) 053 STRUCTURE BACKFILL (BRIDGE) CY 150.0000 70,800.00 472.000 70,800 (F) 054 STRUCTURE BACKFILL (SLURRY CEMENT) CY 305.0000 4,270.00 14.000 4,270 (F) 055 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.7000 34,510.00 22,905.000 38,938 CLASS B3 056 BOULDER EA 255.0000 12,750.00 50.000 12,750 057 WILLOW CUTTINGS EA 11.1100 1,888.70 167.000 1,855 058 WILLOW POLES EA 31.4500 1,037.85 33.000 1,037 059 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 4,200.00 6.000 4,200 060 DUFF ACRE 4,205.0000 63,075.00 14.200 59,711 061 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5800 75,980.00 106,360.000 61,688 062 COMPOST SOCK LF 6.7500 65,947.50 0.000 0 063 COMPOST BERM LF 6.2500 465,625.00 0.000 0 064 HYDROSEED (MIX 1) SQFT 0.0800 224,800.00 1,899,565.000 151,965 065 HYDROSEED (MIX 2) SQFT 0.1000 41,000.00 0.000 0 066 HYDROSEED (MIX 3) SQFT 0.0800 9,120.00 0.000 0 067 HYDROSEED (MIX 4) SQFT 0.1200 76,080.00 130,680.000 15,681 068 COMPOST (RATE 1) SQFT 0.1700 358,700.00 1,672,569.000 284,336 069 COMPOST (RATE 2) SQFT 0.3300 34,980.00 99,824.000 32,941 070 INCORPORATE MATERIALS SQFT 0.0300 3,180.00 99,824.000 2,994 071 VEGETATION CONTROL LS 67,860.0000 67,860.00 1.000 67,860 072 CLASS 3 AGGREGATE SUBBASE CY 48.8000 81,008.00 1,659.000 80,959 073 CLASS 2 AGGREGATE BASE (CY) CY 51.3000 1,338,930.00 26,382.550 1,353,424 074 HOT MIX ASPHALT (TYPE A) TON 88.0000 1,768,800.00 21,676.760 1,907,554 075 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.6500 2,014.00 723.000 1,915 076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.6500 6,280.50 2,402.000 6,365 PROGRAM CAS145 PAGE 4 DATE 01/15/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-492804 TIME 01:08 PM ESTIMATE NO. 036 BID OPENING 04/16/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/18 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 01/15/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT SQYD 43.5000 16,530.00 365.960 15,919 (MISCELLANEOUS AREA) 078 TACK COAT TON 600.0000 7,200.00 14.180 8,508 079 FURNISH STEEL PILING (HP 14 X 89) LF 55.8500 72,102.35 1,456.000 81,317 080 DRIVE STEEL PILE (HP 14 X 89) EA 1,670.0000 113,560.00 68.000 113,560 081 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,357.0000 484,449.00 357.000 484,449 082 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,828.5800 621,717.20 340.000 621,717 083 PRESTRESSING CAST-IN-PLACE CONCRETE LS 166,340.0000 166,340.00 1.000 166,340 084 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 431.2500 69,000.00 160.000 69,000 (F) 085 STRUCTURAL CONCRETE, BRIDGE CY 1,081.0000 2,955,454.00 2,734.000 2,955,454 (F) 086 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,380.0000 99,360.00 72.000 99,360 (F) (TYPE EQ) 087 STRUCTURAL CONCRETE, BOX CULVERT CY 1,000.0000 250,000.00 250.000 250,000 (F) 088 MINOR CONCRETE (MINOR STRUCTURE) CY 1,080.0000 265,680.00 246.000 265,680 (F) 089 ARCHITECTURAL TREATMENT SQFT 23.0000 94,530.00 4,110.000 94,530 (F) 090 FURNISH PRECAST PRESTRESSED CONCRETE EA 37,230.0000 446,760.00 12.000 446,760 GIRDER (100'-110') 091 ERECT PRECAST PRESTRESSED CONCRETE EA 5,750.0000 69,000.00 12.000 69,000 (F) GIRDER 092 JOINT SEAL (MR 1") LF 71.3000 6,203.10 87.000 6,203 093 JOINT SEAL (MR 1 1/2") LF 83.9500 7,303.65 87.000 7,303 094 JOINT SEAL (MR 2") LF 105.8000 9,204.60 87.000 9,204 095 BAR REINFORCING STEEL (BRIDGE) LB 1.2300 1,146,975.00 932,500.000 1,146,975 (F) 096 BAR REINFORCING STEEL (BOX CULVERT) LB 1.1500 54,131.65 47,071.000 54,131 (F) 097 ROADSIDE SIGN - ONE POST EA 190.0000 1,330.00 7.000 1,330 098 ROADSIDE SIGN - TWO POST EA 350.0000 350.00 1.000 350 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5500 678.55 41.000 678 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.7000 758.40 32.000 758 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE 1X) 101 24" ALTERNATIVE PIPE CULVERT LF 94.5000 43,470.00 460.000 43,470 102 30" ALTERNATIVE PIPE CULVERT LF 97.7000 57,643.00 592.000 57,838 PROGRAM CAS145 PAGE 5 DATE 01/15/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-492804 TIME 01:08 PM ESTIMATE NO. 036 BID OPENING 04/16/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/18 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 01/15/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 36" ALTERNATIVE PIPE CULVERT LF 110.6000 33,180.00 300.000 33,180 104 6"CORRUGATED STEEL PIPE CONDUIT LF 25.0000 35,000.00 1,206.000 30,150 105 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 40.3500 246,135.00 7,841.000 316,384 (F) 106 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 48.5000 4,171.00 90.000 4,365 (.109" THICK) 107 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.5000 9,090.00 180.000 9,090 (.109" THICK) 108 18" CORRUGATED STEEL PIPE ENERGY EA 1,130.0000 1,130.00 1.000 1,130 DISSIPATOR (.109" THICK) 109 24" CORRUGATED STEEL PIPE ENERGY EA 1,230.0000 2,460.00 2.000 2,460 DISSIPATOR (.109" THICK) 110 6" WELDED STEEL PIPE (.134" THICK) LF 65.0000 13,000.00 153.000 9,945 111 18" ALTERNATIVE FLARED END SECTION EA 430.0000 430.00 1.000 430 112 24" ALTERNATIVE FLARED END SECTION EA 500.0000 6,000.00 12.000 6,000 113 30" ALTERNATIVE FLARED END SECTION EA 765.0000 6,120.00 8.000 6,120 114 36" ALTERNATIVE FLARED END SECTION EA 940.0000 2,820.00 3.000 2,820 115 ROCK SLOPE PROTECTION (1T, METHOD A) CY 325.0000 5,200.00 16.000 5,200 (F) 116 ROCK SLOPE PROTECTION CY 131.0000 23,580.00 180.000 23,580 (F) (LIGHT, METHOD B) (CY) 117 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 131.0000 93,010.00 710.000 93,010 (F) (CY) 118 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.2500 7,150.00 2,106.900 6,847 119 MISCELLANEOUS METAL (BRIDGE) LB 8.8600 31,807.40 3,590.000 31,807 (F) 120 BRIDGE DECK DRAINAGE SYSTEM LB 10.9300 58,147.60 5,320.000 58,147 (F) 121 1 1/2" DOMESTIC WATER LINE LF 3.0000 2,670.00 784.000 2,352 122 FENCE (TYPE BW, 5-STRAND, WOOD POST) LF 5.0000 75,500.00 15,126.000 75,630 123 FENCE (TYPE WS) LF 1.6000 34,400.00 18,240.000 29,184 124 FENCE (TYPE WM AND WS) LF 4.5000 5,175.00 861.000 3,874 125 TEMPORARY FENCE (TYPE BW) LF 3.4000 48,280.00 15,974.000 54,311 126 TEMPORARY FENCE (TYPE WM AND WS) LF 4.5000 2,430.00 330.000 1,485 127 TEMPORARY FENCE (TYPE ERTEC) LF 7.1500 25,954.50 4,416.000 31,574 128 14' METAL GATE EA 1,200.0000 6,000.00 4.000 4,800 129 DELINEATOR (CLASS 1) EA 51.2500 8,200.00 162.000 8,302 PROGRAM CAS145 PAGE 6 DATE 01/15/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-492804 TIME 01:08 PM ESTIMATE NO. 036 BID OPENING 04/16/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/18 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 01/15/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 GUARD RAILING DELINEATOR EA 27.0000 270.00 10.000 270 131 OBJECT MARKER (TYPE L) EA 92.8000 556.80 6.000 556 132 OBJECT MARKER (TYPE P) EA 55.0000 220.00 4.000 220 133 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.5000 13,275.00 450.000 13,275 134 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 30,800.00 0.000 0 135 TRANSITION RAILING (TYPE WB-31) EA 3,850.0000 46,200.00 12.000 46,200 136 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,560.0000 7,120.00 2.000 7,120 137 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,870.0000 28,700.00 8.000 22,960 138 CALIFORNIA ST-10 BRIDGE RAIL LF 170.0000 253,640.00 1,492.000 253,640 (F) (MODIFIED)(WITH BICYCLE RAILING) 139 CALIFORNIA ST-70 BRIDGE RAIL LF 44.8500 19,240.65 429.000 19,240 (F) (MODIFIED) 140 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4800 24,144.00 51,939.000 24,930 141 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 1,300.00 324.000 1,620 142 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 4,760.00 1,363.000 4,770 143 INDUCTIVE LOOP DETECTOR (LS) LS 7,800.0000 7,800.00 1.000 7,800 PROGRAM CAS145 PAGE 7 DATE 01/15/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-492804 TIME 01:08 PM ESTIMATE NO. 036 BID OPENING 04/16/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/18 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 01/15/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 17,207,656.81 ADJUSTMENT OF COMPENSATION 0.00 761,454.72 EXTRA WORK 38,632.87 1,935,702.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 38,632.87 19,904,814.11 144 MOBILIZATION LS 1,550,000.0000 1,550,000.00 1.000 1,550,000 ORIGINAL CONTRACT AMOUNT 19,724,469.30 TOTAL WORK COMPLETED 38,632.87 21,454,814.11 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 20,000.00 -17,746.32 TOTAL 58,632.87 21,437,067.79 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 06/15/15 690 08/10/15 08/10/15 05/01/18 439 229 0 0 100% 100% RICK SILVA, RE RESIDENT ENGINEER PROGRAM CAS145 DATE 01/15/19