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 02/04/22 EST. NO. 034 TIME 04:15 PM R.E. NAME: NICOLE MALLORY 02-2E4804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 016 0032 2,586.30 E.W. @ F.A.(+) 080221 N 833105 020 0012 4,905.46 E.W. @ F.A.(+) 120621 N 0243.0 025 0001 -3,754.94 A.C. @ L.S.(-) 112321 N GSB025 3,736.82 TOTAL THIS ESTIMATE 935,708.23 TOTAL PREVIOUS ESTIMATE 939,445.05 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 02/04/22 EST. NO. 034 TIME 04:15 PM R.E. NAME: NICOLE MALLORY 02-2E4804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP DEDUCTION -10,000.00 008 RETURN SWPPP 10,000.00 010 SWPPP WITHHOLD -20,000.00 028 RETURN SWPPP WITHOLD 10,000.00 029 RETURN SWPPP BALANCE 10,000.00 030 FINAL DOCS WITHHOLD -30,000.00 031 RELEASE DOCS WITHHOL 30,000.00 032 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 032 RCVD CEM2402F 10,000.00 034 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 9/19 -1,000.00 007 RELEASE 9/19 1,000.00 011 CP DEDUCTION -1,000.00 018 1391 DEDUCTION -10,000.00 018 RETURN 8/18/20 11,000.00 019 PER 1/20/21 LETTER -2,000.00 023 RELEASE 1/20 LETTER 2,000.00 024 PER 4/21 LETTER -3,000.00 026 RELEASE 4/21 DEDUCT 3,000.00 027 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/04/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2E4804 TIME 04:15 PM ESTIMATE NO. 034 BID OPENING 09/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/01/21 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 02/04/22 LOCATION RERUN FINAL ESTIMATE 02-SIS-96 -------------------- GOLDEN STATE BRIDGE, INC. IN SISKIYOU COUNTY ABOUT 8 MILES 3701 MALLARD DRIVE NORTH OF YREKA ON ROUTE 96 FROM 0.5 BENICIA CA 945101195 MILE WEST TO 0.2 MILE EAST OF RTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-00 FED. AID NO. B1ST-X093(9)E BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 1.000 10,000 003 TIME-RELATED OVERHEAD (LS) LS 1,365,000.0000 1,365,000.00 1.000 1,365,000 004 DEVELOP WATER SUPPLY LS 8,000.0000 8,000.00 1.000 8,000 005 CONSTRUCTION AREA SIGNS LS 8,700.0000 8,700.00 1.000 8,700 006 TRAFFIC CONTROL SYSTEM LS 45,000.0000 45,000.00 1.000 45,000 007 TYPE III BARRICADE EA 70.0000 630.00 9.000 630 008 PORTABLE DELINEATOR EA 45.0000 5,400.00 0.000 0 009 PLASTIC TRAFFIC DRUMS EA 90.0000 9,900.00 121.000 10,890 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 1.000 30,000 011 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 012 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 1.000 2,800 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 7,500.00 17.000 8,500 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 550.0000 10,450.00 0.000 0 015 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 016 MOVE-IN/MOVE-OUT EA 900.0000 3,600.00 0.000 0 (TEMPORARY EROSION CONTROL) 017 TEMPORARY CHECK DAM LF 10.0000 3,500.00 200.000 2,000 018 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 2,800.00 5.000 2,000 019 TEMPORARY FIBER ROLL LF 5.0000 4,000.00 800.000 4,000 020 TEMPORARY GRAVEL BAG BERM LF 12.0000 360.00 30.000 360 021 TEMPORARY CONSTRUCTION ENTRANCE EA 2,600.0000 7,800.00 3.000 7,800 022 STREET SWEEPING LS 31,000.0000 31,000.00 1.000 31,000 PROGRAM CAS145 PAGE 2 DATE 02/04/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2E4804 TIME 04:15 PM ESTIMATE NO. 034 BID OPENING 09/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/01/21 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 02/04/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 024 TREATED WOOD WASTE LB 0.2000 782.00 2,380.000 476.00 2,380.000 476 025 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 75,000.0000 75,000.00 1.000 75,000 026 FISH PROTECTION LS 15,000.0000 15,000.00 1.000 15,000 027 INVASIVE SPECIES PROTECTION PLAN LS 7,500.0000 7,500.00 1.000 7,500 028 TEMPORARY HIGH-VISIBILITY FENCE LF 8.0000 13,280.00 1,504.000 12,032 029 CLEARING AND GRUBBING (LS) LS 45,000.0000 45,000.00 1.000 45,000 030 ROCK EXCAVATION CY 41.0000 1,763,000.00 42,975.100 1,761,979 031 SHOULDER BACKING TON 63.0000 67,410.00 1,158.960 73,014 032 STRUCTURE EXCAVATION (BRIDGE) CY 335.0000 208,370.00 622.000 208,370 (F) 033 STRUCTURE EXCAVATION (TYPE D) CY 550.0000 282,700.00 366.400 201,520 (F) 034 STRUCTURE EXCAVATION (RETAINING WALL) CY 125.0000 118,250.00 946.000 118,250 (F) 035 STRUCTURE BACKFILL (BRIDGE) CY 125.0000 97,875.00 796.000 99,500 (F) 036 STRUCTURE BACKFILL (RETAINING WALL) CY 110.0000 75,350.00 685.000 75,350 (F) 037 DITCH EXCAVATION (ROCK) CY 225.0000 81,000.00 164.800 37,080 038 IMPORTED BIOFILTRATION SOIL (CY) CY 145.0000 30,450.00 115.820 16,793 039 CLASS VI FILTER MEDIA CY 95.0000 12,350.00 70.710 6,717 040 SOIL TESTING EA 125.0000 875.00 2.000 250 041 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 57,200.00 0.000 0 (FLAP) 042 FILTER FABRIC (CLASS D) SQYD 3.0000 3,720.00 798.900 2,396 043 HYDROMULCH (FRM) SQFT 0.1500 17,550.00 59,241.600 8,886 044 HYDROSEED (HBGM)(UPLAND) SQFT 0.2800 31,640.00 43,560.000 12,196 045 HYDROSEED (HBGM) (SWALE) SQFT 0.4000 1,420.00 15,681.600 6,272 046 COMPOST (CY) CY 125.0000 22,500.00 0.000 0 047 CLASS 2 AGGREGATE BASE (CY) CY 98.0000 525,280.00 5,227.300 512,275 048 HOT MIX ASPHALT (TYPE A) TON 150.0000 778,500.00 4,978.000 746,700 049 DATA CORE LS 3,000.0000 3,000.00 1.000 3,000 PROGRAM CAS145 PAGE 3 DATE 02/04/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2E4804 TIME 04:15 PM ESTIMATE NO. 034 BID OPENING 09/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/01/21 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 02/04/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 28.0000 2,044.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 26.0000 1,950.00 158.000 4,108 052 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 21.0000 13,860.00 650.000 13,650 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 25.0000 3,750.00 468.000 11,700 054 PLACE HOT MIX ASPHALT SQYD 16.0000 1,760.00 123.100 1,969 (MISCELLANEOUS AREA) 055 TACK COAT TON 1,800.0000 10,800.00 4.040 7,272 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 26.0000 5,460.00 534.400 13,894 057 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 275.0000 1,006,775.00 3,660.200 1,006,555 058 MICROPILE EA 13,500.0000 945,000.00 66.000 891,000 059 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,100.0000 502,700.00 457.000 502,700 (F) 060 STRUCTURAL CONCRETE, BRIDGE CY 3,800.0000 2,283,800.00 601.000 2,283,800 (F) 061 STRUCTURAL CONCRETE, BRIDGE CY 1,250.0000 1,298,750.00 1,039.000 1,298,750 (F) (POLYMER FIBER) 062 STRUCTURAL CONCRETE, RETAINING WALL CY 1,300.0000 289,900.00 223.000 289,900 (F) 063 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 302,400.00 252.000 302,400 (F) (TYPE N MODIFIED) 064 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,830.0000 53,070.00 29.000 53,070 (F) 065 RANDOM ROUGH STACKED ROCK TEXTURE SQFT 30.0000 65,460.00 2,182.000 65,460 (F) 066 PRECAST CONCRETE BAT HOUSE EA 3,000.0000 30,000.00 10.000 30,000 067 JOINT SEAL (MR 2") LF 65.0000 9,425.00 142.000 9,230 068 BAR REINFORCING STEEL (BRIDGE) LB 1.1500 440,988.20 383,780.000 441,347 (F) 069 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3500 93,002.85 68,891.000 93,002 (F) 070 BAR REINFORCING STEEL (EPOXY COATED) (RE LB 2.4000 5,328.00 2,220.000 5,328 (F) TAINING WALL) 071 BAR REINFORCING STEEL (EPOXY COATED) LB 1.9000 167,340.60 92,127.000 175,041 (F) (BRIDGE) 072 BAR REINFORCING STEEL (GALVANIZED) LB 3.5000 5,015.50 1,433.000 5,015 (F) 073 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.7500 8,859.00 11,992.300 8,994 074 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 55,350.00 846.033 63,452 075 PLACE POLYESTER CONCRETE OVERLAY SQFT 7.0000 82,684.00 11,812.000 82,684 (F) 076 BRIDGE REMOVAL LS 670,000.0000 670,000.00 1.000 670,000 PROGRAM CAS145 PAGE 4 DATE 02/04/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2E4804 TIME 04:15 PM ESTIMATE NO. 034 BID OPENING 09/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/01/21 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 02/04/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 24" ALTERNATIVE PIPE CULVERT LF 150.0000 87,000.00 609.300 91,395 078 30" ALTERNATIVE PIPE CULVERT LF 220.0000 55,000.00 177.600 39,072 079 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 50.0000 37,500.00 648.000 32,400 080 6" NON-PERFORATED PLASTIC PIPE LF 32.0000 2,528.00 133.000 4,256 UNDERDRAIN 081 24" ANCHOR ASSEMBLY EA 2,650.0000 5,300.00 2.000 5,300 082 DRAINAGE INLET MARKER EA 55.0000 550.00 10.000 550 083 24" CORRUGATED STEEL PIPE ENERGY EA 2,800.0000 5,600.00 2.000 5,600 DISSIPATOR (.064" THICK) 084 24" STEEL FLARED END SECTION EA 950.0000 950.00 1.000 950 085 30" STEEL FLARED END SECTION EA 1,100.0000 3,300.00 3.000 3,300 086 ABANDON CULVERT (LF) LF 65.0000 3,965.00 125.000 8,125 087 REMOVE CULVERT (LF) LF 35.0000 3,850.00 37.000 1,295 088 REMOVE INLET EA 1,600.0000 3,200.00 2.000 3,200 089 REMOVE HEADWALL EA 3,200.0000 3,200.00 1.000 3,200 090 CONCRETE (CONCRETE APRON) CY 2,000.0000 32,000.00 20.900 41,800 091 GABION CY 250.0000 105,000.00 420.000 105,000 (F) 092 ROCK SLOPE PROTECTION CY 210.0000 10,290.00 49.000 10,290 (3/8 T, CLASS VI, METHOD B) (CY) 093 ROCK SLOPE PROTECTION CY 190.0000 49,400.00 186.800 35,492 (150 LB, CLASS III, METHOD B) (CY) 094 ROCK SLOPE PROTECTION CY 190.0000 55,100.00 321.000 60,990 (20 LB, CLASS I, METHOD B) (CY) 095 ROCK SLOPE PROTECTION CY 95.0000 271,700.00 2,883.000 273,885 (1/2 T, CLASS VII, METHOD B) (CY) 096 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 840.00 444.100 1,776 097 MINOR CONCRETE (MISCELLANEOUS CY 1,500.0000 1,950.00 0.000 0 CONSTRUCTION) 098 MISCELLANEOUS IRON AND STEEL LB 5.0000 22,480.00 4,496.000 22,480 (F) 099 ISOLATION CASING LB 8.0000 17,160.00 2,145.000 17,160 (F) 100 PREPARE AND STAIN CONCRETE SQFT 16.0000 39,648.00 2,478.000 39,648 101 STAIN GALVANIZED SURFACES (LF) LF 52.0000 36,868.00 709.000 36,868 102 GUARD RAILING DELINEATOR EA 18.0000 72.00 15.000 270 103 MILEPOST MARKER EA 60.0000 180.00 4.000 240 PROGRAM CAS145 PAGE 5 DATE 02/04/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2E4804 TIME 04:15 PM ESTIMATE NO. 034 BID OPENING 09/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/01/21 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 02/04/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 UNDERDRAIN MARKER EA 55.0000 220.00 0.000 0 105 MARKER (CULVERT) EA 55.0000 605.00 11.000 605 106 REMOVE TURNABLE ROADSIDE SIGN EA 750.0000 750.00 1.000 750 107 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,200.00 12.000 1,200 108 REMOVE ROADSIDE SIGN (METAL POST) EA 150.0000 1,800.00 12.000 1,800 109 REMOVE ROADSIDE SIGN PANEL EA 75.0000 150.00 2.000 150 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 648.00 54.000 648 (0.080"-UNFRAMED) 111 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 112 ROADSIDE SIGN - ONE POST EA 400.0000 5,200.00 13.000 5,200 113 ROADSIDE SIGN - TWO POST EA 950.0000 8,550.00 8.000 7,600 114 INSTALL ROADSIDE SIGN PANEL ON EA 175.0000 350.00 2.000 350 EXISTING POST 115 TURNABLE SIGN ASSEMBLY EA 4,000.0000 8,000.00 2.000 8,000 116 INSTALL TURNABLE SIGN ASSEMBLY EA 1,250.0000 2,500.00 2.000 2,500 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,120.00 140.000 1,120 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,680.00 120.000 1,680 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,320.00 88.000 1,320 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 120 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2500 1,487.50 350.000 1,487 121 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 50.0000 42,500.00 825.000 41,250 122 VEGETATION CONTROL (MINOR CONCRETE) SQYD 45.0000 29,700.00 508.000 22,860 123 CABLE RAILING LF 50.0000 10,500.00 210.000 10,500 (F) 124 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 20,000.00 4.000 20,000 125 END ANCHOR ASSEMBLY (TYPE B) LF 100.0000 10,000.00 0.000 0 126 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,700.0000 14,800.00 5.000 18,500 127 CALIFORNIA ST-20S BRIDGE RAIL (MODIFIED) LF 475.0000 349,125.00 735.000 349,125 (F) 128 REMOVE GUARDRAIL LF 5.0000 2,150.00 425.000 2,125 PROGRAM CAS145 PAGE 6 DATE 02/04/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2E4804 TIME 04:15 PM ESTIMATE NO. 034 BID OPENING 09/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/01/21 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 02/04/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 1,188.00 95.000 1,140 130 THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 11,327.50 10,691.000 12,294 (SPRAYABLE) 131 LIGHTING SYSTEM LS 160,000.0000 160,000.00 1.000 160,000 132 MODIFYING EXISTING ELECTRICAL SYSTEM LS 8,000.0000 8,000.00 1.000 8,000 133 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 134 METAL (RAIL MOUNTED SIGN) LB 22.0000 770.00 35.000 770 PROGRAM CAS145 PAGE 7 DATE 02/04/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2E4804 TIME 04:15 PM ESTIMATE NO. 034 BID OPENING 09/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/01/21 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 02/04/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 476.00 15,463,082.62 ADJUSTMENT OF COMPENSATION -3,754.94 158,533.53 EXTRA WORK 7,491.76 780,911.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,212.82 16,402,527.67 135 MOBILIZATION LS 1,750,000.0000 1,750,000.00 1.000 1,750,000 ORIGINAL CONTRACT AMOUNT 17,574,186.15 TOTAL WORK COMPLETED 4,212.82 18,152,527.67 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 14,212.82 18,152,527.67 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 12/21/18 350 02/13/19 02/13/19 10/01/21 348 310 0 0 100% 100% NICOLE MALLORY RESIDENT ENGINEER PROGRAM CAS145 DATE 02/04/22