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 02/21/23 EST. NO. 046 TIME 09:22 PM R.E. NAME: ISADA, DARREN 04-4G8404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 026 0003 5,411.00 A.C. @ L.S.(+) 011922 N 0002 0 033 0001 49,535.00 E.W. @ L.S.(+) 012623 N 1 0 034 0001 17,000.00 E.W. @ L.S.(+) 021323 N 0001 0 71,946.00 TOTAL THIS ESTIMATE 2,665,272.66 TOTAL PREVIOUS ESTIMATE 2,737,218.66 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 02/21/23 EST. NO. 046 TIME 09:22 PM R.E. NAME: ISADA, DARREN 04-4G8404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE FAILURE -20,180.00 022 PER.FAILURE RETURN 20,180.00 023 0.00 0.00 LABOR COMPLIANCE VIOLATION UNAUTHORIZED DBE SUB -8,175.00 026 0.00 -8,175.00 OVERBID ITEMS OVERBID ITEM NO. 147 -1,003.62 002 OVERBID ITEM NO. 147 -501.81 003 OVERBID ITEM NO. 147 -401.45 010 OVERBID ITEM NO. 147 -100.37 018 0.00 -2,007.25 TOTAL DEDUCTIONS 0.00 -10,182.25 PROGRAM CAS145 PAGE 1 DATE 02/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8404 TIME 09:22 PM ESTIMATE NO. 046 BID OPENING 01/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 02/21/23 LOCATION RERUN PROGRESS ESTIMATE 04-NAP-128-20.1/20.4 ----------------------- GORDON N. BALL, INC. IN NAPA COUNTY, NEAR CITY OF NAPA 333 CAMILLE AVENUE AT CAPELL CREEK BRIDGE (BRIDGE NO. ALAMO CA 94507 21-0078). FED. AID NO. B1ST-P128(62)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 500,000.00 590.000 590,000 004 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000 005 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000 006 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.0000 11,310.00 4,009.000 12,027 008 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,650.00 42.000 2,100 009 TEMPORARY SIGNAL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 1.000 25,000 011 TEMPORARY RAILING (TYPE K) LF 30.0000 22,200.00 860.000 25,800 012 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 30,000.00 6.000 30,000 013 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 1.000 100,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 7,500.0000 7,500.00 0.100 750.00 1.000 7,500 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 32,500.00 10.000 5,000.00 65.000 32,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 14,625.00 6.000 2,250.00 39.000 14,625 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 4.000 8,000 018 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 3,840.00 2,767.000 5,534 (BONDED FIBER MATRIX) 019 TEMPORARY COVER SQYD 7.0000 2,800.00 643.000 4,501 020 TEMPORARY CHECK DAM LF 25.0000 2,250.00 90.000 2,250 021 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 500.00 5.000 500 022 TEMPORARY FIBER ROLL LF 5.0000 8,450.00 1,450.000 7,250 PROGRAM CAS145 PAGE 2 DATE 02/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8404 TIME 09:22 PM ESTIMATE NO. 046 BID OPENING 01/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 02/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY REINFORCED SILT FENCE LF 12.0000 20,280.00 2,800.000 33,600 024 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 1,000.00 1.000 1,000 025 TEMPORARY CONSTRUCTION ROADWAY SQYD 90.0000 54,000.00 600.000 54,000 026 STREET SWEEPING LS 5,000.0000 5,000.00 1.000 5,000 027 TEMPORARY ACTIVE TREATMENT SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 028 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 1.000 1,000 029 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 100.0000 19,000.00 190.000 19,000 030 WATER QUALITY MONITORING REPORT EA 250.0000 2,500.00 10.000 2,500 031 TEMPORARY CREEK DIVERSION SYSTEMS LS 100,000.0000 100,000.00 1.000 100,000 032 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 033 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.0000 10,410.00 2,260.000 6,780 STRIPE (HAZARDOUS WASTE) 035 WORK AREA MONITORING (BRIDGE) LS 10,000.0000 10,000.00 1.000 10,000 036 TREATED WOOD WASTE LB 0.1000 620.00 6,200.000 620 037 DUST CONTROL PLAN LS 5,000.0000 5,000.00 1.000 5,000 (NATURALLY OCCURRING ASBESTOS) 038 TEMPORARY HIGH-VISIBILITY FENCE LF 3.0000 13,590.00 4,033.000 12,099 039 TEMPORARY TIMBER CONSTRUCTION MAT LS 60,000.0000 60,000.00 1.000 60,000 040 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 1.000 75,000 041 ROADWAY EXCAVATION CY 175.0000 161,000.00 920.000 161,000 042 ROADWAY EXCAVATION (TYPE COM) CY 70.0000 18,900.00 270.000 18,900 043 ROADWAY EXCAVATION (TYPE H) CY 155.0000 255,750.00 1,650.000 255,750 044 ROADWAY EXCAVATION (TYPE Z-2) CY 220.0000 46,200.00 210.000 46,200 (AERIALLY DEPOSITED LEAD) 045 STRUCTURE EXCAVATION (BRIDGE) CY 150.0000 73,050.00 487.000 73,050 (F) 046 STRUCTURE EXCAVATION (TYPE D) CY 200.0000 32,800.00 164.000 32,800 (F) 047 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 17,450.00 349.000 17,450 (F) 048 DITCH EXCAVATION CY 50.0000 3,750.00 75.000 3,750 049 SUBGRADE ENHANCEMENT GEOGRID SQYD 5.0000 5,100.00 1,324.000 6,620 PROGRAM CAS145 PAGE 3 DATE 02/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8404 TIME 09:22 PM ESTIMATE NO. 046 BID OPENING 01/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 02/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADSIDE CLEARING LS 3,000.0000 3,000.00 1.000 3,000 051 SOIL AMENDMENT CY 100.0000 800.00 8.000 800 052 PACKET FERTILIZER EA 1.0000 290.00 290.000 290 053 PLANT (GROUP I) EA 35.0000 8,400.00 240.000 8,400 054 PLANT (GROUP M) EA 35.0000 910.00 26.000 910 055 PLANT (GROUP A) EA 15.0000 450.00 30.000 450 056 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.100 2,000.00 1.000 20,000 057 WOOD MULCH CY 85.0000 1,190.00 14.000 1,190 058 FOLIAGE PROTECTOR EA 55.0000 3,685.00 67.000 3,685 059 2" WYE STRAINER ASSEMBLY EA 650.0000 1,300.00 2.000 1,300 060 RISER SPRINKLER ASSEMBLY EA 20.0000 5,800.00 290.000 5,800 061 CAM COUPLER ASSEMBLY EA 850.0000 1,700.00 2.000 1,700 062 1 1/2" GATE VALVE EA 650.0000 1,300.00 2.000 1,300 063 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 11,100.00 1,850.000 11,100 LINE) 064 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0000 2,870.00 410.000 2,870 LINE) 065 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 3,360.00 420.000 3,360 (SUPPLY LINE) 066 3" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 1,710.00 190.000 1,710 (SUPPLY LINE) 067 2" PLASTIC PIPE (CLASS 315) LF 10.0000 400.00 40.000 400 (SUPPLY LINE) 068 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 4,000.00 5.000 10,000 069 IMPORTED TOPSOIL (CY) CY 100.0000 38,000.00 385.000 38,500 070 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7000 24,430.00 15,358.000 10,750 071 HYDROMULCH SQFT 0.0700 4,417.00 64,600.000 4,522 072 FIBER ROLLS LF 3.0000 12,600.00 2,826.000 8,478 073 HYDROSEED SQFT 0.1000 6,310.00 64,600.000 6,460 074 COMPOST (CY) CY 100.0000 9,800.00 77.100 7,710 075 INCORPORATE MATERIALS SQFT 1.0000 14,000.00 12,000.000 12,000 076 CLASS 2 AGGREGATE SUBBASE CY 90.0000 5,490.00 61.000 5,490 PROGRAM CAS145 PAGE 4 DATE 02/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8404 TIME 09:22 PM ESTIMATE NO. 046 BID OPENING 01/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 02/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 HOT MIX ASPHALT (TYPE A) TON 165.0000 136,950.00 908.600 149,919 078 HOT MIX ASPHALT (LEVELING) TON 400.0000 4,000.00 10.000 4,000 079 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 20.0000 1,220.00 61.000 1,220 080 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 20.0000 2,800.00 134.000 2,680 081 PLACE HOT MIX ASPHALT SQYD 300.0000 2,700.00 9.000 2,700 (MISCELLANEOUS AREA) 082 TACK COAT TON 1,000.0000 2,200.00 0.750 750 083 REMOVE ASPHALT CONCRETE DIKE LF 50.0000 1,300.00 32.000 1,600 084 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 8,000.00 400.000 8,000 085 REMOVE BASE AND SURFACING CY 50.0000 11,500.00 230.000 11,500 086 GROUND ANCHOR (SUBHORIZONTAL) EA 20,000.0000 40,000.00 2.000 40,000 087 TEMPORARY BRIDGE LS 800,000.0000 800,000.00 1.000 800,000 088 144" PERMANENT STEEL CASING LF 4,000.0000 260,000.00 65.000 260,000 089 144" CAST-IN-DRILLED-HOLE CONCRETE LF 9,250.0000 601,250.00 64.300 594,775 PILING 090 132" CAST-IN-DRILLED-HOLE CONCRETE LF 10,150.0000 1,025,150.00 100.700 1,022,105 PILING (ROCK SOCKET) 091 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 60,600.00 101.000 60,600 (F) 092 STRUCTURAL CONCRETE, BRIDGE CY 1,800.0000 658,800.00 366.000 658,800 (F) 093 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 462,000.00 462.000 462,000 (F) (POLYMER FIBER) 094 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 61,000.00 61.000 61,000 (F) (TYPE N) 095 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 61,000.00 61.000 61,000 (F) (TYPE N MODIFIED) 096 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 23,700.00 7.900 23,700 (F) 097 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 300,000.00 12.000 300,000 GIRDER (60'-70') 098 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 150,000.00 6.000 150,000 GIRDER (90'-100') 099 ERECT PRECAST PRESTRESSED CONCRETE EA 10,000.0000 180,000.00 18.000 180,000 (F) GIRDER 100 PTFE SPHERICAL BEARING EA 12,000.0000 144,000.00 12.000 144,000 101 JOINT SEAL (MR 1") LF 150.0000 6,600.00 44.000 6,600 102 STEEL PLATE JOINT LF 10,000.0000 440,000.00 44.000 440,000 103 BAR REINFORCING STEEL (BRIDGE) LB 1.5000 734,482.50 489,655.000 734,482 (F) PROGRAM CAS145 PAGE 5 DATE 02/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8404 TIME 09:22 PM ESTIMATE NO. 046 BID OPENING 01/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 02/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 BRIDGE REMOVAL LS 500,000.0000 500,000.00 1.000 500,000 105 CONCRETE BACKFILL (PIPE TRENCH) CY 350.0000 20,930.00 59.800 20,930 (F) (RAPID STRENGTH CONCRETE) 106 18" CORRUGATED STEEL PIPE (.109" THICK) LF 200.0000 82,000.00 410.000 82,000 107 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 100.0000 6,000.00 57.000 5,700 108 FURNISH AND INSTALL DRAIN PIPE LF 2.0000 10,740.00 4,880.000 9,760 (HORIZONTAL DRAIN) 109 DRILL HOLE (HORIZONTAL DRAIN) LF 20.0000 107,400.00 4,880.000 97,600 110 18" ANCHOR ASSEMBLY EA 500.0000 3,000.00 6.000 3,000 111 18" STEEL FLARED END SECTION EA 500.0000 1,500.00 3.000 1,500 112 REMOVE CULVERT (LF) LF 30.0000 4,500.00 150.000 4,500 113 REMOVE INLET EA 1,000.0000 1,000.00 1.000 1,000 114 REMOVE FLARED END SECTION (EA) EA 1,000.0000 2,000.00 2.000 2,000 115 ROCK SLOPE PROTECTION CY 125.0000 7,750.00 99.370 12,421 (20 LB, CLASS I, METHOD B) (CY) 116 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 750.00 145.900 729 117 MINOR CONCRETE (MISCELLANEOUS CY 1,000.0000 1,000.00 1.000 1,000 CONSTRUCTION) 118 MISCELLANEOUS IRON AND STEEL LB 2.0000 2,400.00 1,200.000 2,400 (F) 119 186" ISOLATION CASING LB 6.5000 1,046,955.00 161,070.000 1,046,955 (F) 120 DESTROY WELL EA 5,000.0000 35,000.00 7.000 35,000 121 PREPARE AND STAIN CONCRETE SQFT 20.0000 4,600.00 230.000 4,600 122 STAIN GALVANIZED SURFACES (LF) LF 30.0000 22,800.00 760.000 22,800 123 RELOCATE MAILBOX EA 250.0000 500.00 2.000 500 124 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 660.00 66.000 660 125 4' CHAIN LINK GATE (TYPE CL-6) EA 500.0000 500.00 1.000 500 126 REMOVE GATE EA 500.0000 500.00 1.000 500 127 REMOVE PAVEMENT MARKER EA 3.0000 450.00 92.000 276 128 GUARD RAILING DELINEATOR EA 20.0000 60.00 4.000 80 129 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 1,740.00 297.000 1,782 130 REMOVE ROADSIDE SIGN EA 100.0000 200.00 2.000 200 PROGRAM CAS145 PAGE 6 DATE 02/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8404 TIME 09:22 PM ESTIMATE NO. 046 BID OPENING 01/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 02/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SINGLE SHEET ALUMINIUM SIGN SQFT 15.0000 225.00 15.000 225 (0.063" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 132 FURNISH SINGLE SHEET ALUMINIUM SIGN SQFT 15.0000 300.00 20.000 300 (0.080" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 133 RETROREFLECTIVE SHEETING TYPE XI SQFT 10.0000 350.00 35.000 350 134 ROADSIDE SIGN - ONE POST EA 500.0000 1,000.00 2.000 1,000 135 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 40.0000 4,000.00 100.000 4,000 136 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 12,000.00 150.000 12,000 137 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 4,000.00 1.000 4,000 138 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000 139 ALTERNATIVE CRASH CUSHION EA 40,000.0000 120,000.00 2.000 80,000 140 CALIFORNIA ST-70 BRIDGE RAIL (MODIFIED) LF 400.0000 241,600.00 604.000 241,600 (F) 141 REMOVE GUARDRAIL LF 20.0000 5,200.00 260.000 5,200 142 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,800.00 4,492.000 4,492 143 PAINT PAVEMENT MARKING (2-COAT) SQFT 15.0000 360.00 24.000 360 144 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,420.00 1,210.000 2,420 (ENHANCED WET NIGHT VISIBILITY) 145 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 48.00 24.000 48 146 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,100.00 1,432.000 1,432 PROGRAM CAS145 PAGE 7 DATE 02/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8404 TIME 09:22 PM ESTIMATE NO. 046 BID OPENING 01/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 02/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 12,000.00 10,829,883.85 ADJUSTMENT OF COMPENSATION 5,411.00 896,023.00 EXTRA WORK 66,535.00 1,841,195.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 83,946.00 13,567,102.51 147 MOBILIZATION LS 1,200,000.0000 1,200,000.00 1.000 1,200,000 ORIGINAL CONTRACT AMOUNT 11,979,927.50 TOTAL WORK COMPLETED 83,946.00 14,767,102.51 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,182.25 TOTAL 83,946.00 14,756,920.26 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 147 MOBILIZATION 1,197,992.75 1,200,000.00 2,007.25 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 03/13/19 500 05/13/19 05/13/19 02/16/23 789 151 99 0 99% 100% PROGRESS IS SATISFACTORY ISADA, DARREN RESIDENT ENGINEER