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 07/01/21 EST. NO. 017 TIME 03:16 PM 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 07/01/21 EST. NO. 017 TIME 03:16 PM R.E. NAME: JODY PHILLIPS 03-0H3414 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MATERIAL INSPECTION -5,000.00 014 MISSING CEM4401 2020 -10,000.00 016 MISSING CEM4401 2021 -10,000.00 016 RETURN CEM 4401 2020 10,000.00 017 RETURN CEM 4401 2021 10,000.00 017 20,000.00 -5,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402S -10,000.00 016 RETURN DEDUCT 2402 10,000.00 017 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PER LTTR DATED 5/20 -5,000.00 003 RELEASE 5/20 DEDUCT 5,000.00 007 PER 11/20 LETTER -3,000.00 010 RETURN DEDUCT 11/20 3,000.00 011 0.00 0.00 TOTAL DEDUCTIONS 30,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 07/01/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H3414 TIME 03:16 PM ESTIMATE NO. 017 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 06/01/21 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 07/01/21 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 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 0.250 1,250.00 1.000 5,000 003 TIME-RELATED OVERHEAD (LS) LS 531,000.0000 531,000.00 1.000 531,000 004 CONSTRUCTION AREA SIGNS LS 22,500.0000 22,500.00 1.000 22,500 005 TRAFFIC CONTROL SYSTEM LS 123,600.0000 123,600.00 1.000 123,600 006 TYPE III BARRICADE EA 100.0000 1,900.00 19.000 1,900 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 2,550.00 650.000 3,250 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.8000 18,400.00 36,061.000 28,848 009 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 800.00 8.000 800 010 PLASTIC TRAFFIC DRUMS EA 60.0000 18,600.00 340.000 20,400 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 57,600.0000 57,600.00 1.000 57,600 012 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 3.000 11,250 014 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 1.000 35,000 015 PREPARE STORM WATER POLLUTION PREVENTION LS 1,650.0000 1,650.00 1.000 1,650 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 5,000.00 8.000 4,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 3,800.00 7.000 1,400 018 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 019 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 3,309.000 14,063 021 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 07/01/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H3414 TIME 03:16 PM ESTIMATE NO. 017 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 06/01/21 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 07/01/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,360.00 653.000 6,203 025 STREET SWEEPING LS 40,000.0000 40,000.00 1.000 40,000 026 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 1.000 10,000 027 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 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 64,920.00 541.000 64,920 (F) 034 IMPORTED BORROW (CY) CY 1.0000 5,440.00 110.000 110 035 WOOD MULCH CY 62.0000 8,060.00 183.100 11,352 036 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 24,480.00 46,181.500 27,708 037 FIBER ROLLS LF 2.7500 11,632.50 3,577.500 9,838 038 COMPOST (CY) CY 68.0000 17,000.00 286.200 19,461 039 CLASS 2 AGGREGATE BASE (CY) CY 150.0000 33,000.00 234.300 35,145 040 HOT MIX ASPHALT (TYPE A) TON 125.0000 398,750.00 3,738.160 467,270 041 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.5300 1,506.00 293.000 2,206 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.5300 3,689.70 684.000 5,150 043 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.5300 1,656.60 258.000 1,942 044 PLACE HOT MIX ASPHALT SQYD 25.0000 6,000.00 306.100 7,652 (MISCELLANEOUS AREA) 045 TACK COAT TON 1,650.0000 8,415.00 5.860 9,669 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.8200 72,930.20 8,023.700 126,934 047 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 07/01/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H3414 TIME 03:16 PM ESTIMATE NO. 017 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 06/01/21 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 07/01/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 561,600.00 468.000 561,600 (F) 051 STRUCTURAL CONCRETE, BRIDGE CY 1,600.0000 409,600.00 256.000 409,600 (F) (POLYMER FIBER) 052 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 268,000.00 268.000 268,000 (TYPE N) 053 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,000.0000 20,000.00 10.000 20,000 (F) 054 CONCRETE SURFACE TEXTURE (RANDOM ROUGH SQFT 8.0000 36,576.00 4,572.000 36,576 (F) STACKED ROCK) 055 CONCRETE SURFACE TEXTURE (LIGHT GRANITE) SQFT 20.0000 15,020.00 751.000 15,020 (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 36.000 36,000 059 JOINT SEAL (MR 1") LF 162.0000 31,266.00 193.000 31,266 060 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 76,230.00 69,300.000 76,230 (F) 061 BAR REINFORCING STEEL (EPOXY COATED) LB 1.9200 98,131.20 51,110.000 98,131 (F) (BRIDGE) 062 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 7,524.00 15,048.000 7,524 063 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 100,320.00 157.900 12,632.00 1,411.900 112,952 064 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.5000 67,716.00 15,048.000 67,716 (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 38,750.00 310.000 38,750 067 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 98.000 8,820 (.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 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 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 6.000 600.00 12.000 1,200 075 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 07/01/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H3414 TIME 03:16 PM ESTIMATE NO. 017 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 06/01/21 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 07/01/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 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 2.000 10,000 083 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 73.750 110,625 085 ROCK SLOPE PROTECTION CY 350.0000 3,850.00 13.750 4,812 (1/2 T, CLASS VII, METHOD B) (CY) 086 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 250.00 25.000 250 087 DETECTABLE WARNING SURFACE SQFT 65.0000 1,950.00 30.000 1,950 088 MINOR CONCRETE (CURB AND GUTTER) CY 2,109.0000 63,270.00 30.000 63,270 089 MINOR CONCRETE (SIDEWALK) CY 1,789.0000 25,046.00 14.000 25,046 090 MINOR CONCRETE (CURB RAMP) CY 3,210.0000 9,309.00 2.900 9,309 091 MISCELLANEOUS IRON AND STEEL LB 3.0000 4,293.00 1,431.000 4,293 (F) 092 PREPARE AND STAIN CONCRETE SQFT 5.8200 30,729.60 5,280.000 30,729 093 REMOVE ROADSIDE SIGN EA 175.0000 4,200.00 24.000 4,200 094 REMOVE ROADSIDE SIGN PANEL EA 125.0000 2,375.00 19.000 2,375 095 RESET ROADSIDE SIGN EA 250.0000 250.00 2.000 500 096 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 29.0000 9,860.00 340.000 9,860 097 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5000 357.00 38.000 399 (0.063"-UNFRAMED) 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5000 882.00 84.000 882 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 675.00 54.000 675 (0.080"-UNFRAMED) 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 1,625.00 130.000 1,625 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.5000 487.50 25.000 487 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 5 DATE 07/01/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H3414 TIME 03:16 PM ESTIMATE NO. 017 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 06/01/21 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 07/01/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,085.00 190.000 4,085 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 103 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.0000 4,500.00 750.000 4,500 104 ROADSIDE SIGN - ONE POST EA 250.0000 4,250.00 18.000 4,500 105 ROADSIDE SIGN - TWO POST EA 500.0000 5,000.00 12.000 6,000 106 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 275.0000 275.00 1.000 275 METHOD) 107 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 2,700.00 18.000 2,700 EXISTING POST 108 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 45.0000 8,100.00 180.000 8,100 109 VEGETATION CONTROL (MINOR CONCRETE) SQYD 72.0000 10,080.00 152.000 10,944 110 TRANSITION RAILING (TYPE WB-31) EA 4,200.0000 8,400.00 2.000 8,400 111 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 7,200.00 2.000 7,200 112 CONCRETE BARRIER (TYPE 60M) LF 80.0000 80,000.00 1,000.000 80,000 113 CONCRETE BARRIER (TYPE 60MA) LF 222.0000 37,962.00 171.000 37,962 114 CONCRETE BARRIER (TYPE 60MC) LF 92.0000 115,920.00 1,260.000 115,920 115 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 200.0000 68,400.00 342.000 68,400 (F) 116 CONCRETE BARRIER TRANSITION LF 352.0000 22,880.00 65.000 22,880 (F) 117 REMOVE GUARDRAIL LF 12.0000 1,920.00 160.000 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 9,698.000 17,456 (WATER BLASTING) 120 REMOVE PAINTED PAVEMENT MARKING SQFT 7.2500 1,885.00 504.000 3,654 (WATER BLASTING) 121 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 25,740.00 17,875.000 32,175 (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 68.390 4,787 (ASPHALT CONCRETE PAVEMENT) 124 METHYL METHACRYLATE PAINT TRAFFIC SQFT 10.5000 924.00 88.000 924 STRIPE CROSSWALK AND PAVEMENT MARKING 125 6" METHYL METHACRYLATE PAINT LF 2.3500 45,590.00 17,053.000 40,074 TRAFFIC STRIPE (RECESSED) 126 8" METHYL METHACRYLATE PAINT LF 3.7500 7,050.00 2,103.000 7,886 TRAFFIC STRIPE (RECESSED) 127 METHYL METHACRYLATE PAINT TRAFFIC SQFT 34.0000 2,652.00 78.000 2,652 STRIPE CROSSWALK AND PAVEMENT MARKING (RECESSED) PROGRAM CAS145 PAGE 6 DATE 07/01/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H3414 TIME 03:16 PM ESTIMATE NO. 017 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 06/01/21 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 07/01/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 546,000 129 INTERCONNECTION CONDUIT AND CABLE (LS) LS 45,900.0000 45,900.00 1.000 45,900 130 REMOVING EXISTING ELECTRICAL SYSTEM LS 54,800.0000 54,800.00 1.000 54,800 131 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 1.000 10,400 SYSTEMS PROGRAM CAS145 PAGE 7 DATE 07/01/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H3414 TIME 03:16 PM ESTIMATE NO. 017 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 06/01/21 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 07/01/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 14,482.00 7,123,348.98 ADJUSTMENT OF COMPENSATION 0.00 11,782.74 EXTRA WORK 0.00 243,287.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 14,482.00 7,378,418.98 133 MOBILIZATION LS 765,000.0000 765,000.00 1.000 765,000 ORIGINAL CONTRACT AMOUNT 7,679,791.92 TOTAL WORK COMPLETED 14,482.00 8,143,418.98 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 30,000.00 -5,000.00 TOTAL 44,482.00 8,138,418.98 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 12/24/19 160 04/09/20 03/30/20 06/01/21 160 133 0 0 100% 100% JODY PHILLIPS RESIDENT ENGINEER PROGRAM CAS145 DATE 07/01/21