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 10/22/20 EST. NO. 009 TIME 11:38 AM R.E. NAME: JODY PHILLIPS 03-0H3414 --------------------------------------------------------------------------- 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 0049 745.45 E.W. @ F.A.(+) 050120 N RRC7.1 0064 1,061.50 083120 N RRC054 0065 940.33 090320 N RRC055 0066 995.52 091420 N RRC056 0067 1,356.79 091520 N RRC057 0068 995.52 091620 N RRC058 0069 424.50 092120 N RRC059 0070 1,055.73 092220 N RRC060 0071 1,055.73 092320 N RRC061 0072 1,055.73 092420 N RRC062 0073 1,055.73 092520 N RRC063 0074 240.84 092620 N RRC064 0075 1,055.73 092820 N RRC065 003 0007 806.46 E.W. @ F.A.(+) 092920 N 0091.0 0008 2,492.56 092920 N 0092.0 15,338.12 TOTAL THIS ESTIMATE 47,758.78 TOTAL PREVIOUS ESTIMATE 63,096.90 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 10/22/20 EST. NO. 009 TIME 11:38 AM R.E. NAME: JODY PHILLIPS 03-0H3414 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTTR DATED 5/20 -5,000.00 003 RELEASE 5/20 DEDUCT 5,000.00 007 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H3414 TIME 11:38 AM ESTIMATE NO. 009 BID OPENING 11/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 10/22/20 LOCATION RERUN PROGRESS ESTIMATE 03-ED-50-R28.5/R31.2 ----------------------- FLATIRON WEST INC. IN EL DORADO COUNTY NEAR POLLOCK 2100 GOODYEAR RD; PINES FROM 0.3 MILE WEST TO 0.3 BENICIA CA 94510 MILE EAST OF RIDGEWAY DRIVE UNDERCROSSING AND AT 0.1 MILE WEST OF SLY PARK ROAD UNDERCROSSING FED. AID NO. N O N E REPLACE BRIDGE, RESTORE CULVERTS, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (LS) LS 531,000.0000 531,000.00 0.140 74,340.00 0.840 446,040 004 CONSTRUCTION AREA SIGNS LS 22,500.0000 22,500.00 0.140 3,150.00 0.840 18,900 005 TRAFFIC CONTROL SYSTEM LS 123,600.0000 123,600.00 0.140 17,304.00 0.840 103,824 006 TYPE III BARRICADE EA 100.0000 1,900.00 19.000 1,900 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 2,550.00 504.000 2,520 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.8000 18,400.00 22,436.000 17,948 009 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 800.00 8.000 800 010 PLASTIC TRAFFIC DRUMS EA 60.0000 18,600.00 290.000 17,400 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 57,600.0000 57,600.00 0.140 8,064.00 0.840 48,384 012 TEMPORARY RAILING (TYPE K) LF 20.0000 117,200.00 5,980.000 119,600 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,750.0000 7,500.00 2.000 7,500 014 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.140 4,900.00 0.840 29,400 015 PREPARE STORM WATER POLLUTION PREVENTION LS 1,650.0000 1,650.00 0.500 825 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 5,000.00 3.000 1,500 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 3,800.00 2.000 400 018 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 019 TEMPORARY HYDRAULIC MULCH SQYD 2.5000 2,675.00 4,000.000 10,000 (BONDED FIBER MATRIX) 020 TEMPORARY COVER SQYD 4.2500 4,547.50 2,031.000 8,631 021 TEMPORARY CHECK DAM LF 9.5000 13,395.00 479.000 4,550 022 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 750.00 6.000 900 PROGRAM CAS145 PAGE 2 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H3414 TIME 11:38 AM ESTIMATE NO. 009 BID OPENING 11/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 2.7500 4,015.00 1,397.000 3,841 024 TEMPORARY GRAVEL BAG BERM LF 9.5000 8,360.00 499.000 4,740 025 STREET SWEEPING LS 40,000.0000 40,000.00 0.140 5,600.00 0.840 33,600 026 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.140 1,400.00 0.840 8,400 027 ASBESTOS COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 028 TREATED WOOD WASTE LB 0.3000 1,758.00 0.000 0 029 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 22,050.0000 22,050.00 1.000 22,050 030 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 1.000 200,000 031 ROADWAY EXCAVATION CY 45.0000 117,450.00 1,514.000 68,130.00 2,610.830 117,487 032 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 142,600.00 1,426.000 142,600 (F) 033 STRUCTURE BACKFILL (BRIDGE) CY 120.0000 64,920.00 54.800 6,576.00 541.000 64,920 (F) 034 IMPORTED BORROW (CY) CY 1.0000 5,440.00 110.000 110 035 WOOD MULCH CY 62.0000 8,060.00 12.000 744.00 142.000 8,804 036 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 24,480.00 3,893.000 2,335.80 27,619.000 16,571 037 FIBER ROLLS LF 2.7500 11,632.50 240.000 660.00 2,377.500 6,538 038 COMPOST (CY) CY 68.0000 17,000.00 24.000 1,632.00 204.000 13,872 039 CLASS 2 AGGREGATE BASE (CY) CY 150.0000 33,000.00 182.000 27,300.00 234.300 35,145 040 HOT MIX ASPHALT (TYPE A) TON 125.0000 398,750.00 692.490 86,561 041 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.5300 1,506.00 0.000 0 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.5300 3,689.70 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.5300 1,656.60 0.000 0 044 PLACE HOT MIX ASPHALT SQYD 25.0000 6,000.00 240.000 6,000 (MISCELLANEOUS AREA) 045 TACK COAT TON 1,650.0000 8,415.00 0.660 1,089 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.8200 72,930.20 665.700 10,531 047 FURNISH STEEL PILING (HP 14 X 117) LF 63.0000 222,705.00 3,649.200 229,899 048 DRIVE STEEL PILE (HP 14 X 117) EA 2,500.0000 180,000.00 72.000 180,000 049 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 144,600.00 241.000 144,600 (F) PROGRAM CAS145 PAGE 3 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H3414 TIME 11:38 AM ESTIMATE NO. 009 BID OPENING 11/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, BRIDGE CY 1,200.0000 561,600.00 77.900 93,480.00 459.000 550,800 (F) 051 STRUCTURAL CONCRETE, BRIDGE CY 1,600.0000 409,600.00 135.000 216,000.00 248.000 396,800 (F) (POLYMER FIBER) 052 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 268,000.00 151.950 151,950.00 268.000 268,000 (TYPE N) 053 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,000.0000 20,000.00 5.000 10,000 (F) 054 CONCRETE SURFACE TEXTURE (RANDOM ROUGH SQFT 8.0000 36,576.00 2,288.000 18,304 (F) STACKED ROCK) 055 CONCRETE SURFACE TEXTURE (LIGHT GRANITE) SQFT 20.0000 15,020.00 73.000 1,460.00 563.000 11,260 (F) 056 FURNISH PRECAST PRESTRESSED CONCRETE EA 39,055.0100 468,660.12 12.000 468,660 WIDE-FLANGE GIRDER (100'-110') 057 ERECT PRECAST PRESTRESSED CONCRETE EA 10,000.0000 120,000.00 12.000 120,000 GIRDER 058 SNOWPLOW DEFLECTOR EA 1,000.0000 36,000.00 0.000 0 059 JOINT SEAL (MR 1") LF 162.0000 31,266.00 0.000 0 060 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 76,230.00 8,379.000 9,216.90 69,300.000 76,230 (F) 061 BAR REINFORCING STEEL (EPOXY COATED) LB 1.9200 98,131.20 26,910.500 51,668.16 51,110.000 98,131 (F) (BRIDGE) 062 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 7,524.00 0.000 0 063 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 100,320.00 0.000 0 064 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.5000 67,716.00 0.000 0 (F) 065 BRIDGE REMOVAL LS 214,569.0000 214,569.00 1.000 214,569 (F) 066 18" CORRUGATED STEEL PIPE (.109" THICK) LF 125.0000 38,750.00 305.300 38,162 067 24" CORRUGATED STEEL PIPE (.109" THICK) LF 150.0000 52,500.00 350.000 52,500 068 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 90.0000 8,820.00 56.000 5,040.00 96.800 8,712 (.079" THICK) 069 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 120.0000 7,680.00 56.000 6,720 (.109" THICK) 070 12" ENTRANCE TAPER EA 600.0000 1,800.00 2.000 1,200.00 3.000 1,800 071 18" ENTRANCE TAPER EA 600.0000 600.00 1.000 600 072 12" ANCHOR ASSEMBLY EA 500.0000 2,000.00 3.000 1,500.00 4.000 2,000 073 18" ANCHOR ASSEMBLY EA 500.0000 1,000.00 2.000 1,000 074 DRAINAGE INLET MARKER EA 100.0000 600.00 0.000 0 075 36" CORRUGATED STEEL PIPE INLET LF 600.0000 1,500.00 2.500 1,500 (.168" THICK) 076 18" STEEL FLARED END SECTION EA 100.0000 500.00 5.000 500 PROGRAM CAS145 PAGE 4 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H3414 TIME 11:38 AM ESTIMATE NO. 009 BID OPENING 11/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ENTRANCE TAPER EA 1,500.0000 4,500.00 2.000 3,000.00 3.000 4,500 078 REMOVE CULVERT (LF) LF 40.0000 26,800.00 670.000 26,800 079 REMOVE DOWNDRAIN (EA) EA 3,000.0000 6,000.00 1.000 3,000.00 3.000 9,000 080 REMOVE INLET EA 1,200.0000 6,000.00 5.000 6,000 081 REMOVE FLARED END SECTION (EA) EA 1,200.0000 6,000.00 5.000 6,000 082 ADJUST INLET EA 5,000.0000 15,000.00 0.000 0 083 18" CURED-IN-PLACE PIPELINER LF 531.0000 20,178.00 36.000 19,116 084 SLOPE PAVING (CONCRETE) CY 1,500.0000 88,500.00 20.400 30,600.00 20.400 30,600 085 ROCK SLOPE PROTECTION CY 350.0000 3,850.00 0.000 0 (1/2 T, CLASS VII, METHOD B) (CY) 086 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 250.00 0.000 0 087 DETECTABLE WARNING SURFACE SQFT 65.0000 1,950.00 0.000 0 088 MINOR CONCRETE (CURB AND GUTTER) CY 2,109.0000 63,270.00 0.000 0 089 MINOR CONCRETE (SIDEWALK) CY 1,789.0000 25,046.00 0.000 0 090 MINOR CONCRETE (CURB RAMP) CY 3,210.0000 9,309.00 0.000 0 091 MISCELLANEOUS IRON AND STEEL LB 3.0000 4,293.00 236.000 708 (F) 092 PREPARE AND STAIN CONCRETE SQFT 5.8200 30,729.60 0.000 0 093 REMOVE ROADSIDE SIGN EA 175.0000 4,200.00 0.000 0 094 REMOVE ROADSIDE SIGN PANEL EA 125.0000 2,375.00 0.000 0 095 RESET ROADSIDE SIGN EA 250.0000 250.00 0.000 0 096 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 29.0000 9,860.00 0.000 0 097 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5000 357.00 0.000 0 (0.063"-UNFRAMED) 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5000 882.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 675.00 0.000 0 (0.080"-UNFRAMED) 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 1,625.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.5000 487.50 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 5 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H3414 TIME 11:38 AM ESTIMATE NO. 009 BID OPENING 11/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.5000 4,085.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 103 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.0000 4,500.00 0.000 0 104 ROADSIDE SIGN - ONE POST EA 250.0000 4,250.00 0.000 0 105 ROADSIDE SIGN - TWO POST EA 500.0000 5,000.00 0.000 0 106 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 275.0000 275.00 0.000 0 METHOD) 107 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 2,700.00 0.000 0 EXISTING POST 108 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 45.0000 8,100.00 87.500 3,937 109 VEGETATION CONTROL (MINOR CONCRETE) SQYD 72.0000 10,080.00 0.000 0 110 TRANSITION RAILING (TYPE WB-31) EA 4,200.0000 8,400.00 1.000 4,200 111 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 7,200.00 1.000 3,600 112 CONCRETE BARRIER (TYPE 60M) LF 80.0000 80,000.00 0.000 0 113 CONCRETE BARRIER (TYPE 60MA) LF 222.0000 37,962.00 0.000 0 114 CONCRETE BARRIER (TYPE 60MC) LF 92.0000 115,920.00 0.000 0 115 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 200.0000 68,400.00 171.000 34,200.00 342.000 68,400 (F) 116 CONCRETE BARRIER TRANSITION LF 352.0000 22,880.00 0.000 0 (F) 117 REMOVE GUARDRAIL LF 12.0000 1,920.00 83.000 996.00 160.000 1,920 118 REMOVE CONCRETE BARRIER LF 25.9500 64,615.50 2,490.000 64,615 119 REMOVE PAINTED TRAFFIC STRIPE LF 1.8000 5,886.00 4,247.000 7,644 (WATER BLASTING) 120 REMOVE PAINTED PAVEMENT MARKING SQFT 7.2500 1,885.00 252.000 1,827 (WATER BLASTING) 121 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 25,740.00 7,242.000 13,035 (WATER BLASTING) 122 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 7.2500 942.50 130.000 942 (WATER BLASTING) 123 12" RUMBLE STRIP STA 70.0000 4,900.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 124 METHYL METHACRYLATE PAINT TRAFFIC SQFT 10.5000 924.00 0.000 0 STRIPE CROSSWALK AND PAVEMENT MARKING 125 6" METHYL METHACRYLATE PAINT LF 2.3500 45,590.00 0.000 0 TRAFFIC STRIPE (RECESSED) 126 8" METHYL METHACRYLATE PAINT LF 3.7500 7,050.00 0.000 0 TRAFFIC STRIPE (RECESSED) 127 METHYL METHACRYLATE PAINT TRAFFIC SQFT 34.0000 2,652.00 0.000 0 STRIPE CROSSWALK AND PAVEMENT MARKING (RECESSED) PROGRAM CAS145 PAGE 6 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H3414 TIME 11:38 AM ESTIMATE NO. 009 BID OPENING 11/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 128 LIGHTING SYSTEM LS 546,000.0000 546,000.00 0.020 10,920.00 0.950 518,700 129 INTERCONNECTION CONDUIT AND CABLE (LS) LS 45,900.0000 45,900.00 0.840 38,556 130 REMOVING EXISTING ELECTRICAL SYSTEM LS 54,800.0000 54,800.00 0.150 8,220.00 0.970 53,156 131 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 132 PORTABLE RADAR SPEED FEEDBACK SIGN LS 10,400.0000 10,400.00 0.140 1,456.00 0.840 8,736 SYSTEMS PROGRAM CAS145 PAGE 7 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H3414 TIME 11:38 AM ESTIMATE NO. 009 BID OPENING 11/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 846,042.86 5,430,378.92 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 15,338.12 63,096.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 861,380.98 5,493,475.82 133 MOBILIZATION LS 765,000.0000 765,000.00 1.000 765,000 ORIGINAL CONTRACT AMOUNT 7,679,791.92 TOTAL WORK COMPLETED 861,380.98 6,258,475.82 MATERIALS ON HAND ON SITE -82,220.00 0.00 DEDUCTIONS 0.00 0.00 TOTAL 779,160.98 6,258,475.82 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 12/24/19 160 04/09/20 03/30/20 12/03/20 131 12 0 0 80% 82% PROGRESS IS SATISFACTORY JODY PHILLIPS RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/20