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 02/21/20 EST. NO. 011 TIME 01:18 PM R.E. NAME: KRAFT, DAN 01-0C8104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0011-1 -1,352.56 E.W. @ F.A.(+) 060219 N 0017.0 DAO CORRECTING ENTRY 0011-2 382.07 060219 N 0017.0 DAO CORRECTING ENTRY 0012-1 -572.74 060219 N 0018.0 DAO CORRECTING ENTRY 0012-2 513.98 060219 N 0018.0 DAO CORRECTING ENTRY 0019-1 -720.38 061819 N 0036.0 DAO CORRECTING ENTRY 0019-2 403.72 061819 N 0036.0 DAO CORRECTING ENTRY 0043-1 -1,835.95 110419 N 0111.0 DAO CORRECTING ENTRY 0043-2 1,782.19 110419 N 0111.0 DAO CORRECTING ENTRY 0045 12,352.80 011320 N 0132.0 0046 6,134.08 013120 N 0134.0 0047 2,783.47 012820 N 0135.0 005 0001 4,973.61 E.W. @ F.A.(+) 121719 N 0130.0 010 0014-1 -6,799.63 E.W. @ F.A.(+) 062719 N 0048.0 DAO CORRECTING ENTRY 0014-2 5,787.63 062719 N 0048.0 DAO CORRECTING ENTRY 0017 3,447.61 070819 N 0051.0 011 0002-1 -3,464.95 E.W. @ F.A.(+) 050819 N 0010.0 DAO CORRECTING ENTRY 0002-2 3,221.01 050819 N 0010.0 DAO CORRECTING ENTRY 0003-1 -310.92 062119 N 0040.0 DAO CORRECTING ENTRY 0003-2 310.92 062119 N 0040.0 DAO CORRECTING ENTRY 016 0002 10,485.15 E.W. @ F.A.(+) 101519 N 0100.0 0003 12,653.41 101619 N 0102.0 018 0002-1 -9,196.96 E.W. @ F.A.(+) 082919 N 0080.0 DAO CORRECTING ENTRY 0002-2 8,749.91 082919 N 0080.0 DAO CORRECTING ENTRY 0003-1 -7,683.88 083019 N 0081.0 DAO CORRECTING ENTRY 0003-2 7,280.23 083019 N 0081.0 DAO CORRECTING ENTRY 022 0003 2,390.05 E.W. @ F.A.(+) 110719 N 0109.0 0004 6,257.01 122319 N 0131.0 0005 5,570.95 010320 N 0136.0 0006 3,455.12 020720 N 0137.0 024 0002-1 -7,379.96 E.W. @ F.A.(+) 111519 N 0120.0 DAO CORRECTING ENTRY 0002-2 7,374.41 111519 N 0120.0 DAO CORRECTING ENTRY 0005-1 -6,100.46 111919 N 0123.0 DAO CORRECTING ENTRY 0005-2 6,094.92 111919 N 0123.0 DAO CORRECTING ENTRY 0006-1 -11,052.36 111419 N 0117.0 DAO CORRECTING ENTRY 0006-2 11,046.81 111419 N 0117.0 DAO CORRECTING ENTRY 0008 5,304.91 111319 N 0115.0 0009 4,703.77 111419 N 0118.0 0010 4,597.95 111519 N 0119.0 81,586.94 TOTAL THIS ESTIMATE 367,533.47 TOTAL PREVIOUS ESTIMATE 449,120.41 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 02/21/20 EST. NO. 011 TIME 01:18 PM R.E. NAME: KRAFT, DAN 01-0C8104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE POLE IN -1,800.00 007 0.00 -1,800.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 5/19 -5,000.00 002 PER LTR DATED 8/19 -4,000.00 005 PER LTTR DATED 11/19 -5,000.00 008 PER LTTR DATED 12/19 -1,000.00 009 RELEASE 11/19 DEDUCT 5,000.00 009 RELEASE 5/19 DEDUCT 5,000.00 009 RELEASE 8/19 DEDUCT 4,000.00 009 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -2,800.00 PROGRAM CAS145 PAGE 1 DATE 02/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C8104 TIME 01:18 PM ESTIMATE NO. 011 BID OPENING 05/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 02/21/20 LOCATION PROGRESS ESTIMATE 01-LAK-20-31.1/31.8 ----------------- 01-LAK-53-7.0/7.4 GHILOTTI CONSTRUCTION CO. IN LAKE COUNTY NEAR CLEARLAKE OAKS INC. ON ROUTE 20 FROM 0.5 MILE WEST TO 246 GHILOTTI AVENUE 0.2 MILE EAST OF ROUTE 53 AND ON SANTA ROSA CA 95407 ROUTE 53 FROM 0.4 MILE SOUTH OF 20 ROUTE 20 TO ROUTE 20 FED. AID NO. SNHG-X033(89)E CONSTRUCT ROUNDABOUT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 975.0000 975.00 0.980 955 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.750 3,000 003 TIME-RELATED OVERHEAD (LS) LS 222,000.0000 222,000.00 0.980 217,560 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.750 18,750 005 TRAFFIC CONTROL SYSTEM LS 188,000.0000 188,000.00 0.890 167,320 006 TYPE III BARRICADE EA 40.0000 1,080.00 14.000 560 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 38.0000 6,840.00 16.900 642.20 383.400 14,569 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.1000 39,050.00 3,626.000 3,988.60 41,273.000 45,400 009 CHANNELIZER (SURFACE MOUNTED) EA 27.5000 1,265.00 0.000 0 010 TRAFFIC PLASTIC DRUM EA 200.0000 6,600.00 45.000 9,000 011 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 8,000.0000 8,000.00 0.000 0 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 21,000.0000 21,000.00 0.890 18,690 013 TEMPORARY RAILING (TYPE K) LF 22.0000 62,700.00 1,620.000 35,640 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,000.0000 21,000.00 5.000 15,000 015 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.890 8,900 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1,580.0000 1,580.00 0.750 1,185 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 12,500.00 1.000 500.00 5.000 2,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 8,600.00 -1.000 -200.00 21.000 4,200 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 020 MOVE-IN/MOVE-OUT EA 2,000.0000 6,000.00 2.000 4,000 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 7,600.00 10,731.000 21,462 (BONDED FIBER MATRIX) 022 TEMPORARY COVER SQYD 8.0000 8,000.00 667.000 5,336 PROGRAM CAS145 PAGE 2 DATE 02/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C8104 TIME 01:18 PM ESTIMATE NO. 011 BID OPENING 05/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 02/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 8.0000 1,440.00 180.000 1,440 024 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 3,750.00 0.000 0 025 TEMPORARY FIBER ROLL LF 8.0000 9,040.00 2,145.000 17,160 026 TEMPORARY GRAVEL BAG BERM LF 15.0000 6,600.00 0.000 0 027 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 3,500.00 1.000 3,500 028 STREET SWEEPING LS 18,800.0000 18,800.00 0.890 16,732 029 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 1.000 1,500 030 TEMPORARY HIGH-VISIBILITY FENCE LF 7.0000 6,300.00 675.000 4,725 031 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 1.000 15,000 032 ROADWAY EXCAVATION CY 55.0000 519,750.00 9,425.000 518,375 033 SHOULDER BACKING TON 60.0000 11,400.00 18.180 1,090 034 IMPORTED BORROW (CY) CY 10.0000 57,300.00 4,336.700 43,367 035 ROCK BLANKET SQFT 20.0000 31,200.00 2,048.000 40,960 036 GRAVEL MULCH SQFT 5.0000 8,200.00 2,123.000 10,615 037 BOULDER (TYPE A) EA 750.0000 9,750.00 13.000 9,750 038 BOULDER (TYPE B) EA 500.0000 9,500.00 19.000 9,500 039 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,837.0000 5,511.00 1.000 1,837 040 BONDED FIBER MATRIX (SQFT) SQFT 0.1300 28,730.00 99,049.000 12,876 041 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8800 26,840.00 0.000 0 042 FIBER ROLLS LF 3.6000 15,624.00 3,467.000 12,481 043 COMPOST (CY) CY 87.3000 34,047.00 220.000 19,206 044 INCORPORATE MATERIALS SQFT 0.0900 2,871.00 18,000.000 1,620 045 PERMANENT EROSION CONTROL ESTABLISHMENT LS 30,000.0000 30,000.00 0.000 0 WORK 046 LIME STABILIZED SOIL SQYD 40.0000 72,800.00 6,801.900 272,076 047 CLASS 2 AGGREGATE BASE (CY) CY 70.0000 571,200.00 8,157.000 570,990 048 HOT MIX ASPHALT (TYPE A) TON 110.0000 1,507,000.00 5,741.300 631,543 049 ASPHALT BINDER TON 1,000.0000 800.00 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) PROGRAM CAS145 PAGE 3 DATE 02/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C8104 TIME 01:18 PM ESTIMATE NO. 011 BID OPENING 05/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 02/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 6.2400 4,305.60 0.000 0 (PAVING FABRIC) 051 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.4000 4,320.00 0.000 0 052 PLACE HOT MIX ASPHALT SQYD 11.0000 7,260.00 0.000 0 (MISCELLANEOUS AREA) 053 TACK COAT TON 2,000.0000 50,000.00 0.000 0 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 71,400.00 2,068.800 7,240 055 REMOVE BASE AND SURFACING CY 20.0000 13,200.00 414.000 8,280 056 JOINTED PLAIN CONCRETE PAVEMENT CY 500.0000 210,000.00 411.800 205,900 057 JOINTED PLAIN CONCRETE PAVEMENT CY 800.0000 88,000.00 110.000 88,000 (COLORIZED) 058 JOINTED PLAIN CONCRETE PAVEMENT CY 700.0000 58,100.00 82.300 57,610 (STAMPED) 059 STRUCTURAL CONCRETE, HEADWALL CY 1,400.0000 9,800.00 7.000 9,800.00 7.000 9,800 (F) 060 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,100.0000 49,500.00 45.000 49,500 (F) 061 MINOR CONCRETE (BACKFILL) CY 600.0000 4,800.00 8.000 4,800 (F) 062 12" ALTERNATIVE PIPE CULVERT LF 150.0000 4,350.00 38.000 5,700 063 18" ALTERNATIVE PIPE CULVERT LF 150.0000 14,850.00 94.500 14,175 064 24" ALTERNATIVE PIPE CULVERT LF 150.0000 49,500.00 338.500 50,775 065 24" REINFORCED CONCRETE PIPE LF 175.0000 73,500.00 352.500 61,687 066 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 75.0000 14,250.00 190.000 14,250 067 GEOCOMPOSITE DRAIN SQFT 6.0000 6,000.00 995.000 5,970 068 12" ALTERNATIVE FLARED END SECTION EA 200.0000 400.00 2.000 400 069 18" ALTERNATIVE FLARED END SECTION EA 250.0000 500.00 1.000 250 070 24" ALTERNATIVE FLARED END SECTION EA 300.0000 1,800.00 7.000 2,100 071 ABANDON CULVERT (EA) EA 1,500.0000 1,500.00 1.000 1,500 072 REMOVE CULVERT (EA) EA 1,500.0000 1,500.00 1.000 1,500 073 REMOVE INLET EA 1,500.0000 1,500.00 1.000 1,500 074 REMOVE HEADWALL EA 1,500.0000 1,500.00 1.000 1,500 075 PRECAST SLOPE PAVING (CONCRETE) CY 5,500.0000 55,000.00 10.000 55,000 076 ROCK SLOPE PROTECTION CY 300.0000 8,100.00 45.400 13,620 (20 LB, CLASS I, METHOD B) (CY) PROGRAM CAS145 PAGE 4 DATE 02/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C8104 TIME 01:18 PM ESTIMATE NO. 011 BID OPENING 05/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 02/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 550.00 152.500 762 078 MINOR CONCRETE (CURB) (CY) CY 1,000.0000 190,000.00 192.120 192,120 079 DETECTABLE WARNING SURFACE SQFT 20.0000 6,400.00 286.200 5,724 080 MINOR CONCRETE (ISLAND PAVING) CY 650.0000 61,750.00 284.410 184,866 081 MISCELLANEOUS IRON AND STEEL LB 2.0000 5,736.00 3,340.000 6,680 (F) 082 PREPARE AND PAINT CONCRETE SQFT 150.0000 6,300.00 0.000 0 083 OXIDIZING STAIN SQFT 1.8600 21,576.00 0.000 0 084 ANTI-GRAFFITI COATING SQFT 10.0000 9,950.00 0.000 0 (F) 085 FENCE (TYPE WM, METAL POST) LF 20.0000 20,600.00 1,083.000 21,660 086 TEMPORARY FENCE (TYPE WM) LF 18.0000 41,040.00 624.000 11,232 087 REMOVE WOOD FENCE LF 10.0000 5,200.00 0.000 0 088 REMOVE FENCE (TYPE WM) LF 10.0000 17,500.00 2,253.000 22,530 089 REMOVE CHAIN LINK FENCE LF 10.0000 4,300.00 395.000 3,950 090 TEMPORARY GATE EA 2,500.0000 2,500.00 0.750 1,875 091 REMOVE DELINEATOR EA 50.0000 500.00 0.000 0 092 TEMPORARY DELINEATOR (CLASS 1) EA 55.0000 8,250.00 153.000 8,415 093 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 5,800.00 82.000 820.00 801.000 8,010 094 MARKER (CULVERT) EA 55.0000 440.00 0.000 0 095 OBJECT MARKER (TYPE K-1) EA 55.0000 440.00 0.000 0 096 REMOVE ROADSIDE SIGN EA 75.0000 1,650.00 22.000 1,650.00 22.000 1,650 097 REMOVE ROADSIDE SIGN EA 75.0000 225.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 098 REMOVE ROADSIDE SIGN PANEL EA 75.0000 300.00 4.000 300.00 4.000 300 099 REMOVE SIGN PANEL EA 75.0000 75.00 1.000 75 100 RELOCATE ROADSIDE SIGN EA 300.0000 900.00 0.000 0 101 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 29.7500 1,190.00 40.000 1,190 FOR RETROREFLECTIVE SHEETING (TYPE XI) 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.2500 7,585.00 23.700 219.23 806.100 7,456 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 5 DATE 02/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C8104 TIME 01:18 PM ESTIMATE NO. 011 BID OPENING 05/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 02/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 3,440.00 23.700 94.80 846.100 3,384 104 ROADSIDE SIGN - ONE POST EA 285.0000 9,975.00 3.000 855.00 35.000 9,975 105 ROADSIDE SIGN - TWO POST EA 1,195.0000 7,170.00 6.000 7,170 106 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 600.00 0.000 0 METHOD) 107 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 15.0000 600.00 40.000 600 108 INSTALL ROADSIDE SIGN PANEL ON EA 145.0000 580.00 3.000 435.00 3.000 435 EXISTING POST 109 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 70.0000 18,900.00 0.000 0 110 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4500 41,470.00 0.000 0 111 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 8,940.00 0.000 0 112 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 2,198.00 0.000 0 (BROKEN 8-4) 113 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 300.00 0.000 0 (BROKEN 4-2) 114 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 11,520.00 0.000 0 115 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 364.00 0.000 0 (BROKEN 12-3) 116 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 588.00 0.000 0 (BROKEN 36-12) 117 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 196.00 0.000 0 (BROKEN 17-7) 118 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 5,904.00 1,986.000 1,787.40 16,849.000 15,164 119 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.5000 5,915.00 723.000 4,699 120 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 121 TRAFFIC MONITORING STATION SYSTEM LS 29,000.0000 29,000.00 0.440 12,760 122 TEMPORARY LIGHTING SYSTEM LS 15,000.0000 15,000.00 1.000 15,000 123 MODIFYING EXISTING ELECTRICAL SYSTEM LS 240,995.0000 240,995.00 0.950 228,945 124 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 125 TREATED WOOD WASTE LB 0.7500 832.50 0.000 0 126 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 127 RELOCATE TEMPORARY DELINEATOR EA 30.0000 4,200.00 119.000 3,570 PROGRAM CAS145 PAGE 6 DATE 02/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C8104 TIME 01:18 PM ESTIMATE NO. 011 BID OPENING 05/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 02/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 20,892.23 4,251,630.35 ADJUSTMENT OF COMPENSATION 0.00 -3,603.66 EXTRA WORK 81,586.94 452,724.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 102,479.17 4,700,750.76 128 MOBILIZATION LS 580,000.0000 580,000.00 1.000 580,000 ORIGINAL CONTRACT AMOUNT 5,888,623.10 TOTAL WORK COMPLETED 102,479.17 5,280,750.76 MATERIALS ON HAND ON SITE 3,418.92 3,418.92 DEDUCTIONS 0.00 -2,800.00 TOTAL 105,898.09 5,281,369.68 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 07/02/18 110 08/27/18 08/27/18 02/24/20 119 247 14 0 87% 96% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/21/20