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 01/03/20 EST. NO. 014 TIME 03:41 PM R.E. NAME: ZDENEK, MIKE 02-4F77U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 010 0003 3,750.00 E.W. @ U.P (+) 083118 N 0049.0 013 0001 3,176.92 E.W. @ F.A.(+) 060519 N 0001.0 0002 2,270.51 061719 N 0002.0 0003 2,760.50 061819 N 0003.0 0004 2,140.65 061919 N 0004.0 014 0002 4,571.64 E.W. @ F.A.(+) 012919 N 0002 0 020 0001 17,797.34 E.W. @ F.A.(+) 061919 N 0007.0 0002 7,745.60 061719 N 0015.0 0003 7,409.88 061819 N 0016.0 0004 22,178.31 062019 N 0017.0 0005 8,612.86 062119 N 0018.0 024 0001 8,877.51 E.W. @ F.A.(+) 071619 N AF-010 0006 2,846.98 071619 N 0023.0 025 0001 2,062.50 E.W. @ F.A.(+) 102519 N 0026.0 0002 5,484.98 102819 N 0027.0 0003 10,207.48 102919 N 0028.0 0004 16,403.47 103019 N 0029.0 0005 12,731.59 103119 N 0030.0 0006 730.19 102819 N 0031.0 0007 2,109.98 102819 N 0032.0 0008 820.70 102919 N 0033.0 0009 2,109.98 102919 N 0034.0 0010 898.48 103019 N 0035.0 0011 2,558.02 103019 N 0036.0 0012 913.35 103119 N 0037.0 0013 2,558.02 103119 N 0038.0 0014 836.26 110119 N 0039.0 0015 2,109.98 110119 N 0040.0 0016 649.77 110119 N 0041.0 0017 1,245.70 103119 N 0042.0 0018 17,967.64 110119 N 0043.0 0019 1,732.50 110419 N 0044.0 0020 1,485.00 110519 N 0045.0 0022 108.64 103119 N 0047.0 0023 1,168.98 070219 N 0008.1 181,031.91 TOTAL THIS ESTIMATE 295,336.56 TOTAL PREVIOUS ESTIMATE 476,368.47 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 01/03/20 EST. NO. 014 TIME 03:41 PM R.E. NAME: ZDENEK, MIKE 02-4F77U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM 2402 -10,000.00 014 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING CRT PAYROLL -4,000.00 002 RELEASE DEDUCT 8/18 4,000.00 003 PER LTTR DATED 10/18 -6,000.00 004 PER LTTR DATED 11/20 -8,000.00 005 RTN DEDUCT 11/20 8,000.00 007 PER LTR DATED 1/19 -8,000.00 007 RTN DEDUCT 10/18 6,000.00 007 PER LTTR DATED02/19 -2,000.00 008 RTN DEDUCT 2/19 2,000.00 009 RTN DEDUCT 1/19 8,000.00 009 PER LTR DATED 7/19 -5,000.00 011 PER LTR DATED 8/19 -10,000.00 012 RTN DECUCT 8/19 10,000.00 013 RTN DEDUCT 7/19 5,000.00 013 PER LTTR DATED 12/19 -10,000.00 014 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -20,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 01/03/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 03:41 PM ESTIMATE NO. 014 BID OPENING 04/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/25/19 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 01/03/20 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 02-MOD-299-23.1/33.5 ---------------------------------- HAT CREEK CONSTRUCTION & IN MODOC COUNTY ABOUT 6 MILES WEST MATERIALS, INC. OF ALTURAS FROM 0.3 MILE WEST OF 24339 HWY 89 N. CALDWELL CREEK BRIDGE TO 1.7 MILE BURNEY CA 96013 WEST OF COUNTY ROAD 75. FED. AID NO. ACNH-P299(201)E BRIDGE REPLACEMENT AND ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 20,000.0000 20,000.00 0.250 5,000.00 1.000 20,000 003 TIME-RELATED OVERHEAD (LS) LS 350,000.0000 350,000.00 1.000 350,000 004 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 1.000 70,000 005 CONSTRUCTION AREA SIGNS LS 7,800.0000 7,800.00 0.200 1,560.00 1.000 7,800 006 TRAFFIC CONTROL SYSTEM LS 1,400,000.0000 1,400,000.00 1.000 1,400,000 007 TYPE III BARRICADE EA 50.0000 300.00 6.000 300 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9000 3,942.00 4,378.000 3,940 009 PLASTIC TRAFFICE DRUMS EA 50.0000 1,250.00 25.000 1,250 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 1.000 20,000 011 JOB SITE MANAGEMENT LS 22,000.0000 22,000.00 1.000 22,000 012 TEMPORARY CREEK DIVERSION (LOCATION 1) LS 50,000.0000 50,000.00 1.000 50,000 013 TEMPORARY CREEK DIVERSION (LOCATION 2) LS 8,000.0000 8,000.00 1.000 8,000 014 TEMPORARY CREEK DIVERSION (LOCATION 3) LS 3,500.0000 3,500.00 1.000 3,500 015 TEMPORARY CREEK DIVERSION (LOCATION 4) LS 3,500.0000 3,500.00 1.000 3,500 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.250 500.00 1.000 2,000 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 10,500.00 2.000 1,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 480.0000 12,000.00 1.000 480 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 020 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 200.00 0.000 0 021 TEMPORARY FIBER ROLL LF 6.0000 90,000.00 1,192.000 7,152 022 TEMPORARY CONCRETE WASHOUT LS 5,500.0000 5,500.00 1.000 5,500 PROGRAM CAS145 PAGE 2 DATE 01/03/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 03:41 PM ESTIMATE NO. 014 BID OPENING 04/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/25/19 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 01/03/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 800.0000 9,600.00 2.000 1,600 024 WATER QUALITY MONITORING REPORT EA 400.0000 2,400.00 2.000 800 025 WATER QUALITY ANNUAL REPORT EA 800.0000 2,400.00 0.000 0 026 WORK AREA MONITORING (BRIDGE) LS 20,000.0000 20,000.00 1.000 20,000 027 TREATED WOOD WASTE LB 0.9000 19,350.00 20,490.000 18,441 028 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 35,000.0000 35,000.00 1.000 35,000 029 BIRD EXCLUSION DEVICE LS 6,500.0000 6,500.00 0.000 0 030 REMOVE CONCRETE (CY) CY 5,500.0000 4,400.00 0.800 4,400 031 CLEARING AND GRUBBING (LS) LS 105,000.0000 105,000.00 1.000 105,000 032 DUST SUPPRESSANT SQYD 0.1500 25,350.00 168,960.000 25,344 033 ROADWAY EXCAVATION CY 22.0000 1,221,000.00 69,804.350 1,535,695 034 CHANNEL EXCAVATION CY 17.0000 13,940.00 817.950 13,905 035 SHOULDER BACKING TON 36.0000 220,680.00 7,425.760 267,327 036 STRUCTURE EXCAVATION (TYPE D) CY 200.0000 16,600.00 83.000 16,600 (F) 037 STRUCTURE BACKFILL (BRIDGE) CY 750.0000 30,750.00 41.000 30,750 (F) 038 DITCH EXCAVATION CY 30.0000 22,200.00 739.800 22,194 039 IMPORTED BORROW (CY) CY 45.0000 135,000.00 111.540 5,019.30 4,765.630 214,453 040 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.0000 151,200.00 5,355.800 16,067.40 50,379.020 151,137 CLASS B1 041 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 2,000.00 3.000 3,000 042 BONDED FIBER MATRIX (SQFT) SQFT 0.0900 177,300.00 2,670,795.000 240,371 043 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 10,700.00 12,270.000 12,270 044 FINISHING ROADWAY LS 25,000.0000 25,000.00 1.000 25,000 045 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 1,320,000.00 5,278.560 263,928.00 28,692.780 1,434,639 046 FULL-DEPTH RECLAMATION-CEMENT SQYD 6.2500 875,000.00 158,470.610 990,441 047 CEMENT (FULL-DEPTH RECLAMATION-CEMENT) TON 190.0000 539,600.00 2,972.970 564,864 048 SUPPLEMENTARY AGGREGATE (FULL-DEPTH TON 10.0000 256,000.00 4,497.300 44,973.00 4,497.300 44,973 RECLAMATION-CEMENT) 049 ASPHALTIC EMULSION TON 1,000.0000 64,000.00 57.120 57,120 (FULL-DEPTH RECLAMATION-CEMENT) PROGRAM CAS145 PAGE 3 DATE 01/03/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 03:41 PM ESTIMATE NO. 014 BID OPENING 04/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/25/19 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 01/03/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MIX DESIGN LS 15,000.0000 15,000.00 1.000 15,000 (FULL-DEPTH RECLAMATION-CEMENT) 051 HOT MIX ASPHALT (TYPE A) TON 88.0000 5,227,200.00 56,855.840 5,003,313 052 DATA CORE LS 12,000.0000 12,000.00 1.000 12,000 053 PLACE HOT MIX ASPHALT SQYD 20.0000 180.00 9.000 180 (MISCELLANEOUS AREA) 054 TACK COAT TON 400.0000 16,400.00 56.360 22,544 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 27,480.00 -613.670 -3,682.02 6,460.130 38,760 056 FURNISH PILING(CLASS 140) LF 100.0000 56,700.00 567.000 56,700 (ALTERNATIVE W MODIFIED) 057 DRIVE PILE(CLASS 140) EA 5,000.0000 60,000.00 12.000 60,000 (ALTERNATIVE W MODIFIED) 058 STRUCTURAL CONCRETE, BRIDGE CY 2,500.0000 122,500.00 49.000 122,500 (F) 059 STRUCTURAL CONCRETE, BRIDGE CY 1,400.0000 194,600.00 139.000 194,600 (F) (POLYMER FIBER) 060 STRUCTURAL CONCRETE, BOX CULVERT CY 2,300.0000 73,600.00 49.600 114,080 (F) 061 STRUCTURAL CONCRETE, HEADWALL CY 2,100.0000 264,600.00 126.000 264,600 (F) 062 MINOR CONCRETE (MINOR STRUCTURE) CY 2,300.0000 13,800.00 6.000 13,800 (F) 063 BAR REINFORCING STEEL LB 1.5000 11,355.00 10,208.000 15,312 (F) 064 BAR REINFORCING STEEL (BRIDGE) LB 1.5000 28,015.50 18,677.000 28,015 (F) 065 BAR REINFORCING STEEL (EPOXY COATED) LB 2.0000 28,026.00 14,013.000 28,026 (F) (BRIDGE) 066 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 9.0000 15,291.00 1,700.000 15,300 067 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 10,575.00 176.250 13,218 068 PLACE POLYESTER CONCRETE OVERLAY SQFT 15.0000 25,485.00 1,700.000 25,500 (F) 069 BRIDGE REMOVAL LS 50,000.0000 50,000.00 1.000 50,000 070 24" ALTERNATIVE PIPE CULVERT LF 130.0000 191,100.00 1,494.200 194,246 071 30" ALTERNATIVE PIPE CULVERT LF 140.0000 72,800.00 514.600 72,044 072 CONCRETE BACKFILL (PIPE TRENCH) CY 150.0000 13,650.00 91.000 13,650 (F) 073 36" TEMPORARY CULVERT LF 55.0000 7,150.00 120.000 6,600 074 18" CORRUGATED STEEL PIPE (.109" THICK) LF 160.0000 43,200.00 272.800 43,648 075 24" CORRUGATED STEEL PIPE (.109" THICK) LF 190.0000 10,260.00 72.000 13,680 076 42" CORRUGATED STEEL PIPE (.109" THICK) LF 300.0000 3,600.00 12.000 3,600 PROGRAM CAS145 PAGE 4 DATE 01/03/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 03:41 PM ESTIMATE NO. 014 BID OPENING 04/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/25/19 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 01/03/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 17" X 13" CORRUGATED STEEL PIPE ARCH LF 100.0000 43,000.00 543.400 54,340 (.079" THICK) 078 28" X 20" CORRUGATED STEEL PIPE ARCH LF 115.0000 39,100.00 274.000 31,510 (.109" THICK) 079 64" X 43" CORRUGATED STEEL PIPE ARCH LF 215.0000 30,100.00 140.200 30,143 (.109" THICK) 080 CLEAN WASHED GRAVEL CY 100.0000 32,000.00 281.670 28,167 081 18" STEEL FLARED END SECTION EA 500.0000 2,000.00 6.000 3,000 082 24" STEEL FLARED END SECTION EA 600.0000 3,600.00 5.000 3,000 083 24" ALTERNATIVE FLARED END SECTION EA 825.0000 23,925.00 29.000 23,925 084 30" ALTERNATIVE FLARED END SECTION EA 965.0000 5,790.00 5.000 4,825 085 28" X 20" STEEL FLARED END PIPE ARCH EA 600.0000 9,000.00 12.000 7,200 SECTION 086 36" PRECAST CONCRETE PIPE INLET LF 400.0000 2,000.00 4.500 1,800 087 REMOVE CULVERT (LF) LF 4.0000 10,120.00 2,364.000 9,456 088 REMOVE HEADWALL EA 600.0000 12,600.00 19.000 11,400 089 REMOVE FLARED END SECTION (EA) EA 100.0000 400.00 4.000 400 090 ROCK SLOPE PROTECTION CY 85.0000 45,050.00 506.300 43,035 (60 LB, CLASS II, METHOD B) (CY) 091 ROCK SLOPE PROTECTION CY 80.0000 14,400.00 130.890 10,471 (20 LB, CLASS I, METHOD B) (CY) 092 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 1,940.00 1,762.430 1,762 093 MINOR CONCRETE (MISCELLANEOUS CY 1,500.0000 750.00 0.500 750 CONSTRUCTION) 094 MISCELLANEOUS IRON AND STEEL LB 3.0000 708.00 236.000 708 (F) 095 SURVEY MONUMENT (TYPE A) EA 3,500.0000 3,500.00 0.000 0 096 PREPARE AND PAINT CONCRETE SQFT 10.0000 7,300.00 730.000 7,300 097 RESET MAILBOX EA 500.0000 3,500.00 7.000 3,500 098 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 10.2500 30,750.00 3,113.000 31,908 099 REMOVE FENCE LF 2.0000 5,820.00 3,191.000 6,382 100 REMOVE PAVEMENT MARKER EA 20.0000 480.00 24.000 480 101 DELINEATOR (CLASS 2) EA 40.0000 13,600.00 15.000 600.00 354.000 14,160 102 PAVEMENT MARKER (RETROREFLECTIVE) EA 12.0000 1,560.00 118.000 1,416 103 PAVEMENT MARKER EA 9.5000 21,660.00 2,346.000 22,287 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 01/03/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 03:41 PM ESTIMATE NO. 014 BID OPENING 04/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/25/19 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 01/03/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MILEPOST MARKER EA 45.0000 855.00 19.000 855 105 MARKER (CULVERT) EA 40.0000 3,840.00 2.000 80.00 96.000 3,840 106 OBJECT MARKER (TYPE L-1) EA 40.0000 1,680.00 42.000 1,680 107 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 3,500.00 35.000 3,500 108 RELOCATE ROADSIDE SIGN (METAL POST) EA 200.0000 200.00 1.000 200 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 270.00 3.750 37.50 30.750 307 (0.063"-UNFRAMED) 110 ROADSIDE SIGN - ONE POST EA 300.0000 5,700.00 2.000 600.00 23.000 6,900 111 ROADSIDE SIGN - TWO POST EA 600.0000 1,200.00 2.000 1,200 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.7500 713.00 47.510 368.20 175.110 1,357 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 340.00 33.500 335 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 322.00 22.800 319 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 115 RETROREFLECTIVE SHEETING(TYPE XI) SQFT 5.0000 750.00 47.510 237.55 231.410 1,157 116 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 26.0000 66,300.00 3,475.000 90,350 117 CABLE RAILING LF 40.0000 15,200.00 259.000 10,360 118 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 32,000.00 8.000 32,000 119 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 57,600.00 2.000 6,400.00 26.000 83,200 120 CONCRETE BARRIER(TYPE 742 MODIFIED) LF 500.0000 42,500.00 85.000 42,500 (F) 121 CONCRETE BARRIER(TYPE 742A MODIFIED) LF 500.0000 26,000.00 52.000 26,000 (F) 122 REMOVE GUARDRAIL LF 2.0000 2,760.00 75.000 150.00 1,617.000 3,234 123 THERMOPLASTIC PAVEMENT MARKING SQFT 28.0000 7,000.00 459.000 12,852 124 THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 48,000.00 180,185.000 57,659 (SPRAYABLE) 125 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 720.00 1,405.000 1,405 PROGRAM CAS145 PAGE 6 DATE 01/03/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 03:41 PM ESTIMATE NO. 014 BID OPENING 04/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/25/19 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 01/03/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 341,838.93 14,990,205.36 ADJUSTMENT OF COMPENSATION 0.00 -175,992.72 EXTRA WORK 181,031.91 652,361.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 522,870.84 15,466,573.83 126 MOBILIZATION LS 1,588,796.5000 1,588,796.50 1.000 1,588,796 ORIGINAL CONTRACT AMOUNT 16,263,929.00 TOTAL WORK COMPLETED 522,870.84 17,055,370.33 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -20,000.00 -20,000.00 TOTAL 502,870.84 17,035,370.33 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 06/14/18 240 07/16/18 07/16/18 11/25/19 194 146 0 0 100% 100% ZDENEK, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 01/03/20