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 08/16/18 EST. NO. 034 TIME 02:55 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 --------------------------------------------------------------------------- 041 0002 78,836.60 A.C. @ L.S.(+) 051118 N 12209 1 044 0001 18,736.43 A.C. @ L.S.(+) 072618 N 0001 1 046 0002 10,065.00 A.C. @ U.P.(+) 073018 N 0002 1 107,638.03 TOTAL THIS ESTIMATE 0 2,397,012.00 TOTAL PREVIOUS ESTIMATE 0 2,504,650.03 TOTAL TO DATE 1 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 0 DATE 08/16/18 EST. NO. 034 TIME 02:55 PM 0 R.E. NAME: RICK SILVA, RE 05-492804 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 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 0.00 -37,746.32 0 LABOR COMPLIANCE VIOLATION 0 MISS PAYROLLS -2,000.00 031 MISS PAYROLLS -10,000.00 032 RECD PAYROLLS 12,000.00 034 12,000.00 0.00 TOTAL DEDUCTIONS 12,000.00 -37,746.32 1PROGRAM CAS145 PAGE DATE 08/16/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-49280 TIME 02:55 PM ESTIMATE NO. 03 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 05/01/1 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 08/16/1 LOCATION RERUN SEMI-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 $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 001 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,50 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,000.0000 12,000.00 1.000 12,00 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,865.0000 1,260,600.00 440.000 1,260,60 004 CONSTRUCTION AREA SIGNS LS 3,865.0000 3,865.00 1.000 3,86 005 TRAFFIC CONTROL SYSTEM LS 60,690.0000 60,690.00 1.000 60,69 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 1,860.00 0.000 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 875.00 0.000 008 TEMPORARY PAVEMENT MARKER EA 3.0000 780.00 0.000 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 21,615.0000 21,615.00 1.000 21,61 010 TEMPORARY RAILING (TYPE K) LF 28.0000 78,400.00 0.000 011 TEMPORARY CRASH CUSHION MODULE EA 150.0000 2,100.00 0.000 012 JOB SITE MANAGEMENT LS 194,365.0000 194,365.00 1.000 194,36 013 PREPARE STORM WATER POLLUTION PREVENTION LS 39,000.0000 39,000.00 1.000 39,00 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 45,000.00 35.000 17,50 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 9,000.00 41.000 20,50 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,00 017 MOVE-IN/MOVE-OUT EA 700.0000 19,600.00 10.000 7,00 (TEMPORARY EROSION CONTROL) 018 TEMPORARY HYDRAULIC MULCH SQYD 0.6200 18,600.00 73,407.000 45,51 (BONDED FIBER MATRIX) 019 TEMPORARY CHECK DAM LF 10.3000 12,360.00 1,580.000 16,27 020 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 12,100.00 9.000 2,47 021 TEMPORARY FIBER ROLL LF 3.4500 40,365.00 14,273.000 49,24 022 TEMPORARY LARGE SEDIMENT BARRIER LF 9.6000 29,376.00 2,413.000 23,16 1PROGRAM CAS145 PAGE DATE 08/16/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-49280 TIME 02:55 PM ESTIMATE NO. 03 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 05/01/1 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 08/16/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 023 TEMPORARY CONSTRUCTION ENTRANCE EA 915.0000 18,300.00 4.000 3,66 024 STREET SWEEPING LS 55,160.0000 55,160.00 1.000 55,16 025 TEMPORARY CONCRETE WASHOUT LS 12,540.0000 12,540.00 1.000 12,54 026 TEMPORARY FENCE (TYPE ESA) LF 1.8000 41,580.00 20,870.000 37,56 027 TREATED WOOD WASTE LB 0.5000 6,200.00 0.000 028 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 029 TEMPORARY WETLAND PROTECTION MAT (LS) LS 111,665.0000 111,665.00 1.000 111,66 030 REMOVE FENCE LF 0.6500 650.00 0.000 031 REMOVE FENCE (TYPE BW) LF 0.8500 22,185.00 25,728.000 21,86 032 REMOVE GATE EA 250.0000 750.00 4.000 1,00 033 REMOVE GUARDRAIL LF 6.9000 7,866.00 1,137.500 7,84 034 REMOVE FLARED END SECTION EA 300.0000 3,900.00 14.000 4,20 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 9,300.00 0.000 036 REMOVE PAVEMENT MARKER EA 1.8000 468.00 0.000 037 REMOVE ROADSIDE SIGN EA 43.7000 174.80 21.000 91 038 REMOVE ROCK SLOPE PROTECTION TON 8.3200 391,040.00 17,275.500 143,73 039 REMOVE WATER PIPELINE LF 3.7500 3,337.50 140.000 52 040 REMOVE PIPE (LF) LF 67.8500 81,420.00 1,210.000 82,09 041 REMOVE HEADWALL EA 1,340.0000 40,200.00 27.000 36,18 042 REMOVE BASE AND SURFACING CY 17.3500 407,725.00 23,471.890 407,23 043 SALVAGE TEMPORARY FENCE (TYPE ERTEC) LF 1.5000 5,445.00 4,416.000 6,62 044 SALVAGE CONCRETE BARRIER (TYPE K) LF 12.1000 7,744.00 640.000 7,74 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 19.6000 9,016.00 568.440 11,14 046 REMOVE CONCRETE (CY) CY 283.0000 36,790.00 152.000 43,01 047 CLEARING AND GRUBBING (LS) LS 134,295.0000 134,295.00 1.000 134,29 048 DUST PALLIATIVE LS 54,545.0000 54,545.00 1.000 54,54 049 ROADWAY EXCAVATION CY 6.4800 1,270,080.00 201,366.000 1,304,85 1PROGRAM CAS145 PAGE DATE 08/16/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-49280 TIME 02:55 PM ESTIMATE NO. 03 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 05/01/1 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 08/16/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 050 ROADWAY EXCAVATION (SELECTED MATERIAL) CY 8.5700 380,508.00 42,026.000 360,16 (TOPSOIL) 051 STRUCTURE EXCAVATION (BRIDGE) CY 75.0000 57,900.00 772.000 57,90 (F) 052 STRUCTURE EXCAVATION (TYPE D) CY 500.0000 33,000.00 66.000 33,00 (F) 053 STRUCTURE BACKFILL (BRIDGE) CY 150.0000 70,800.00 472.000 70,80 (F) 054 STRUCTURE BACKFILL (SLURRY CEMENT) CY 305.0000 4,270.00 14.000 4,27 (F) 055 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.7000 34,510.00 22,905.000 38,93 CLASS B3 056 BOULDER EA 255.0000 12,750.00 50.000 12,75 057 WILLOW CUTTINGS EA 11.1100 1,888.70 167.000 1,85 058 WILLOW POLES EA 31.4500 1,037.85 33.000 1,03 059 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 4,200.00 6.000 4,20 060 DUFF ACRE 4,205.0000 63,075.00 14.200 59,71 061 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5800 75,980.00 106,360.000 61,68 062 COMPOST SOCK LF 6.7500 65,947.50 0.000 063 COMPOST BERM LF 6.2500 465,625.00 0.000 064 HYDROSEED (MIX 1) SQFT 0.0800 224,800.00 1,899,565.000 151,96 065 HYDROSEED (MIX 2) SQFT 0.1000 41,000.00 0.000 066 HYDROSEED (MIX 3) SQFT 0.0800 9,120.00 0.000 067 HYDROSEED (MIX 4) SQFT 0.1200 76,080.00 130,680.000 15,68 068 COMPOST (RATE 1) SQFT 0.1700 358,700.00 1,672,569.000 284,33 069 COMPOST (RATE 2) SQFT 0.3300 34,980.00 99,824.000 32,94 070 INCORPORATE MATERIALS SQFT 0.0300 3,180.00 99,824.000 2,99 071 VEGETATION CONTROL LS 67,860.0000 67,860.00 1.000 67,86 072 CLASS 3 AGGREGATE SUBBASE CY 48.8000 81,008.00 1,659.000 80,95 073 CLASS 2 AGGREGATE BASE (CY) CY 51.3000 1,338,930.00 26,382.550 1,353,42 074 HOT MIX ASPHALT (TYPE A) TON 88.0000 1,768,800.00 21,676.760 1,907,55 075 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.6500 2,014.00 723.000 1,91 076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.6500 6,280.50 2,402.000 6,36 1PROGRAM CAS145 PAGE DATE 08/16/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-49280 TIME 02:55 PM ESTIMATE NO. 03 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 05/01/1 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 08/16/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 077 PLACE HOT MIX ASPHALT SQYD 43.5000 16,530.00 365.960 15,91 (MISCELLANEOUS AREA) 078 TACK COAT TON 600.0000 7,200.00 14.180 8,50 079 FURNISH STEEL PILING (HP 14 X 89) LF 55.8500 72,102.35 1,456.000 81,31 080 DRIVE STEEL PILE (HP 14 X 89) EA 1,670.0000 113,560.00 68.000 113,56 081 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,357.0000 484,449.00 357.000 484,44 082 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,828.5800 621,717.20 340.000 621,71 083 PRESTRESSING CAST-IN-PLACE CONCRETE LS 166,340.0000 166,340.00 1.000 166,34 084 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 431.2500 69,000.00 160.000 69,00 (F) 085 STRUCTURAL CONCRETE, BRIDGE CY 1,081.0000 2,955,454.00 2,734.000 2,955,45 (F) 086 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,380.0000 99,360.00 72.000 99,36 (F) (TYPE EQ) 087 STRUCTURAL CONCRETE, BOX CULVERT CY 1,000.0000 250,000.00 250.000 250,00 (F) 088 MINOR CONCRETE (MINOR STRUCTURE) CY 1,080.0000 265,680.00 246.000 265,68 (F) 089 ARCHITECTURAL TREATMENT SQFT 23.0000 94,530.00 4,110.000 94,53 (F) 090 FURNISH PRECAST PRESTRESSED CONCRETE EA 37,230.0000 446,760.00 12.000 446,76 GIRDER (100'-110') 091 ERECT PRECAST PRESTRESSED CONCRETE EA 5,750.0000 69,000.00 12.000 69,00 (F) GIRDER 092 JOINT SEAL (MR 1") LF 71.3000 6,203.10 87.000 6,20 093 JOINT SEAL (MR 1 1/2") LF 83.9500 7,303.65 87.000 7,30 094 JOINT SEAL (MR 2") LF 105.8000 9,204.60 87.000 9,20 095 BAR REINFORCING STEEL (BRIDGE) LB 1.2300 1,146,975.00 932,500.000 1,146,97 (F) 096 BAR REINFORCING STEEL (BOX CULVERT) LB 1.1500 54,131.65 47,071.000 54,13 (F) 097 ROADSIDE SIGN - ONE POST EA 190.0000 1,330.00 7.000 1,33 098 ROADSIDE SIGN - TWO POST EA 350.0000 350.00 1.000 35 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5500 678.55 41.000 67 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.7000 758.40 32.000 75 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE 1X) 101 24" ALTERNATIVE PIPE CULVERT LF 94.5000 43,470.00 460.000 43,47 102 30" ALTERNATIVE PIPE CULVERT LF 97.7000 57,643.00 592.000 57,83 1PROGRAM CAS145 PAGE DATE 08/16/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-49280 TIME 02:55 PM ESTIMATE NO. 03 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 05/01/1 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 08/16/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 103 36" ALTERNATIVE PIPE CULVERT LF 110.6000 33,180.00 300.000 33,18 104 6"CORRUGATED STEEL PIPE CONDUIT LF 25.0000 35,000.00 1,206.000 30,15 105 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 40.3500 246,135.00 7,841.000 316,38 (F) 106 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 48.5000 4,171.00 90.000 4,36 (.109" THICK) 107 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.5000 9,090.00 180.000 9,09 (.109" THICK) 108 18" CORRUGATED STEEL PIPE ENERGY EA 1,130.0000 1,130.00 1.000 1,13 DISSIPATOR (.109" THICK) 109 24" CORRUGATED STEEL PIPE ENERGY EA 1,230.0000 2,460.00 2.000 2,46 DISSIPATOR (.109" THICK) 110 6" WELDED STEEL PIPE (.134" THICK) LF 65.0000 13,000.00 153.000 9,94 111 18" ALTERNATIVE FLARED END SECTION EA 430.0000 430.00 1.000 43 112 24" ALTERNATIVE FLARED END SECTION EA 500.0000 6,000.00 12.000 6,00 113 30" ALTERNATIVE FLARED END SECTION EA 765.0000 6,120.00 8.000 6,12 114 36" ALTERNATIVE FLARED END SECTION EA 940.0000 2,820.00 3.000 2,82 115 ROCK SLOPE PROTECTION (1T, METHOD A) CY 325.0000 5,200.00 16.000 5,20 (F) 116 ROCK SLOPE PROTECTION CY 131.0000 23,580.00 180.000 23,58 (F) (LIGHT, METHOD B) (CY) 117 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 131.0000 93,010.00 710.000 93,01 (F) (CY) 118 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.2500 7,150.00 2,106.900 6,84 119 MISCELLANEOUS METAL (BRIDGE) LB 8.8600 31,807.40 3,590.000 31,80 (F) 120 BRIDGE DECK DRAINAGE SYSTEM LB 10.9300 58,147.60 5,320.000 58,14 (F) 121 1 1/2" DOMESTIC WATER LINE LF 3.0000 2,670.00 784.000 2,35 122 FENCE (TYPE BW, 5-STRAND, WOOD POST) LF 5.0000 75,500.00 15,126.000 75,63 123 FENCE (TYPE WS) LF 1.6000 34,400.00 18,240.000 29,18 124 FENCE (TYPE WM AND WS) LF 4.5000 5,175.00 861.000 3,87 125 TEMPORARY FENCE (TYPE BW) LF 3.4000 48,280.00 15,974.000 54,31 126 TEMPORARY FENCE (TYPE WM AND WS) LF 4.5000 2,430.00 330.000 1,48 127 TEMPORARY FENCE (TYPE ERTEC) LF 7.1500 25,954.50 4,416.000 31,57 128 14' METAL GATE EA 1,200.0000 6,000.00 4.000 4,80 129 DELINEATOR (CLASS 1) EA 51.2500 8,200.00 162.000 8,30 1PROGRAM CAS145 PAGE DATE 08/16/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-49280 TIME 02:55 PM ESTIMATE NO. 03 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 05/01/1 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 08/16/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 130 GUARD RAILING DELINEATOR EA 27.0000 270.00 10.000 27 131 OBJECT MARKER (TYPE L) EA 92.8000 556.80 6.000 55 132 OBJECT MARKER (TYPE P) EA 55.0000 220.00 4.000 22 133 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.5000 13,275.00 450.000 13,27 134 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 30,800.00 0.000 135 TRANSITION RAILING (TYPE WB-31) EA 3,850.0000 46,200.00 12.000 46,20 136 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,560.0000 7,120.00 2.000 7,12 137 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,870.0000 28,700.00 8.000 22,96 138 CALIFORNIA ST-10 BRIDGE RAIL LF 170.0000 253,640.00 1,492.000 253,64 (F) (MODIFIED)(WITH BICYCLE RAILING) 139 CALIFORNIA ST-70 BRIDGE RAIL LF 44.8500 19,240.65 429.000 19,24 (F) (MODIFIED) 140 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4800 24,144.00 51,939.000 24,93 141 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 1,300.00 324.000 1,62 142 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 4,760.00 1,363.000 4,77 143 INDUCTIVE LOOP DETECTOR (LS) LS 7,800.0000 7,800.00 1.000 7,80 1PROGRAM CAS145 PAGE DATE 08/16/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-49280 TIME 02:55 PM ESTIMATE NO. 03 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 05/01/1 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 08/16/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 17,207,656.8 0 ADJUSTMENT OF COMPENSATION 107,638.03 568,947.4 0 EXTRA WORK 0.00 1,935,702.5 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 107,638.03 19,712,306.8 0144 MOBILIZATION LS 1,550,000.0000 1,550,000.00 1.000 1,550,00 0 ORIGINAL CONTRACT AMOUNT 19,724,469.30 0 TOTAL WORK COMPLETED 107,638.03 21,262,306.8 0 MATERIALS ON HAND ON SITE 0.0 0 DEDUCTIONS 12,000.00 -37,746.3 0 TOTAL 119,638.03 21,224,560.5 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE 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 0 06/15/15 690 08/10/15 08/10/15 05/01/18 439 229 0 0 100% 100% 0 RICK SILVA, RE RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 08/16/18