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 11/25/19 EST. NO. 017 TIME 10:01 AM R.E. NAME: LOADER, MARK 02-4E6504 --------------------------------------------------------------------------- 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 0019 194.70 E.W. @ F.A.(+) 100819 N JFS019 0020 167.00 101419 N JFS020 0021 208.75 101619 N JFS021 011 0001 7,386.00 E.W. @ L.S.(+) 100419 N JFS001 013 0001 628.19 E.W. @ F.A.(+) 053119 N JFS001 0002 2,650.07 071919 N JFS002 11,234.71 TOTAL THIS ESTIMATE 112,033.02 TOTAL PREVIOUS ESTIMATE 123,267.73 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 11/25/19 EST. NO. 017 TIME 10:01 AM R.E. NAME: LOADER, MARK 02-4E6504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTTR DATED 4/19 -10,000.00 010 RTN DEDUCT 4/19 10,000.00 011 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6504 TIME 10:01 AM ESTIMATE NO. 017 BID OPENING 06/21/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 11/25/19 LOCATION PROGRESS ESTIMATE 02-SIS-96-R52.5/88.4 ----------------- J.F. SHEA CONSTRUCTION, INC. IN SISKIYOU COUNTY NEAR SEIAD 17400 CLEAR CREEK RD VALLEY AT VARIOUS LOCATIONS FROM REDDING CA 96049 0.1 MILE WEST OF THOMPSON CREEK BRIDGE TO 0.2 MILE EAST OF BEAVER CREEK BRIDGE. FED. AID NO. ACST-P096(60)E WIDEN BRIDGE/OVERLAY/COLD PLANE/HMA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,000.0000 7,000.00 0.500 3,500.00 1.000 7,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,700.0000 5,700.00 0.500 2,850 003 TIME-RELATED OVERHEAD (WDAY) WDAY 400.0000 112,000.00 15.000 6,000.00 269.000 107,600 004 CONSTRUCTION AREA SIGNS LS 14,400.0000 14,400.00 0.957 13,780 005 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 0.030 3,300.00 0.923 101,530 006 TYPE III BARRICADE EA 125.0000 375.00 3.000 375 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 30.0000 2,160.00 45.000 1,350 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.0000 7,520.00 1,131.000 2,262 009 TEMPORARY SIGNAL SYSTEM-LOCATION 1 LS 105,000.0000 105,000.00 0.000 0 010 TEMPORARY SIGNAL SYSTEM-LOCATION 3 LS 115,000.0000 115,000.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,500.0000 16,500.00 0.030 495.00 0.924 15,246 012 TEMPORARY FLASHING BEACON LS 27,000.0000 27,000.00 0.030 810.00 0.924 24,948 013 TEMPORARY RAILING (TYPE K) LF 46.0000 84,640.00 1,720.000 79,120 014 TEMPORARY CRASH CUSHION SYSTEM EA 2,055.0000 14,385.00 7.000 14,385 015 JOB SITE MANAGEMENT LS 15,500.0000 15,500.00 0.030 465.00 0.924 14,322 016 TEMPORARY CLEAR WATER DIVERSION LS 100,500.0000 100,500.00 1.000 100,500 (LOCATION 1) 017 TEMPORARY CLEAR WATER DIVERSION LS 97,000.0000 97,000.00 1.000 97,000 (LOCATION 2) 018 TEMPORARY CLEAR WATER DIVERSION LS 85,000.0000 85,000.00 0.500 42,500 (LOCATION 3) 019 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 25,000.00 7.000 3,500 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 370.0000 34,410.00 13.000 4,810 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 11/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6504 TIME 10:01 AM ESTIMATE NO. 017 BID OPENING 06/21/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 11/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 1,375.0000 27,500.00 1.000 1,375.00 4.000 5,500 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 1.3100 23,580.00 3,550.000 4,650.50 10,550.000 13,820 (BONDED FIBER MATRIX) 025 TEMPORARY TACKED STRAW SQYD 1.0000 10,700.00 0.000 0 026 TEMPORARY CHECK DAM LF 14.0000 2,800.00 0.000 0 027 TEMPORARY DRAINAGE INLET PROTECTION EA 665.0000 665.00 1.000 665 028 TEMPORARY FIBER ROLL LF 4.1500 18,260.00 100.000 415.00 625.000 2,593 029 TEMPORARY GRAVEL BAG BERM LF 13.0000 16,380.00 0.000 0 030 TEMPORARY SILT FENCE LF 5.3000 12,031.00 185.000 980.50 1,038.000 5,501 031 TEMPORARY CONSTRUCTION ENTRANCE EA 2,055.0000 28,770.00 7.000 14,385 032 STREET SWEEPING LS 5,150.0000 5,150.00 0.030 154.50 0.924 4,758 033 TEMPORARY CONCRETE WASHOUT LS 1,850.0000 1,850.00 0.660 1,221 034 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,023.0000 27,621.00 6.000 6,138 035 WATER QUALITY MONITORING REPORT EA 680.0000 8,160.00 0.000 0 036 ASBESTOS COMPLIANCE PLAN LS 1,825.0000 1,825.00 0.000 0 037 TEMPORARY FENCE (TYPE ESA) LF 5.0000 15,100.00 510.000 2,550.00 1,105.000 5,525 038 HEALTH AND SAFETY PLAN LS 2,850.0000 2,850.00 0.030 85.50 0.924 2,633 039 WORK AREA MONITORING (BRIDGE) LS 3,200.0000 3,200.00 0.000 0 040 TREATED WOOD WASTE LB 0.0500 900.00 0.000 0 041 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 17,500.0000 17,500.00 0.017 297.50 0.767 13,422 042 BIRD EXCLUSION (LOCATION 2) LS 8,900.0000 8,900.00 1.000 8,900 043 PUBLIC SAFETY PLAN LS 1,935.0000 1,935.00 1.000 1,935 044 RAPID SETTING CONCRETE (PATCH) CF 117.0000 16,848.00 150.000 17,550 045 REMOVE MARKER EA 11.0000 209.00 19.000 209 046 REMOVE GUARDRAIL LF 2.3000 2,070.00 852.000 1,959 047 REMOVE PAINTED TRAFFIC STRIPE LF 4.5000 5,760.00 859.000 3,865 048 REMOVE PAVEMENT MARKER EA 2.8000 308.00 48.000 134 049 REMOVE ROADSIDE SIGN EA 57.0000 798.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6504 TIME 10:01 AM ESTIMATE NO. 017 BID OPENING 06/21/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 11/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CULVERT (LF) LF 30.0000 2,910.00 97.000 2,910 051 REMOVE INLET EA 1,600.0000 1,600.00 1.000 1,600 052 REMOVE ASPHALT CONCRETE SURFACING SQFT 6.0000 26,124.00 4,446.000 26,676 053 REMOVE POLYESTER CONCRETE OVERLAY SQFT 7.0000 46,179.00 6,521.000 45,647 054 RESET MAILBOX EA 1,000.0000 1,000.00 2.000 2,000 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 16.0000 56,000.00 1,983.400 31,734 056 REMOVE UNSOUND CONCRETE CF 100.0000 14,400.00 168.000 16,800 057 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 15,015.00 10,079.200 10,079 058 FURNISH POLYESTER CONCRETE OVERLAY CF 110.0000 137,720.00 1,043.940 114,833 059 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.0000 75,075.00 10,079.200 50,396 (F) 060 PLUG DECK DRAIN EA 540.0000 4,320.00 8.000 4,320 061 BRIDGE REMOVAL (PORTION), LOCATION A LS 55,500.0000 55,500.00 1.000 55,500 062 BRIDGE REMOVAL (PORTION), LOCATION B LS 55,500.0000 55,500.00 1.000 55,500 063 BRIDGE REMOVAL (PORTION), LOCATION C LS 62,000.0000 62,000.00 1.000 62,000 064 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 1.000 100,000 065 DEVELOP WATER SUPPLY LS 5,700.0000 5,700.00 0.030 171.00 0.924 5,266 066 ROADWAY EXCAVATION CY 46.0000 40,020.00 308.980 14,213 067 SHOULDER BACKING TON 81.0000 10,530.00 0.000 0 068 STRUCTURE EXCAVATION (BRIDGE) CY 325.0000 123,825.00 381.000 123,825 (F) 069 STRUCTURE EXCAVATION (TYPE A) CY 150.0000 54,900.00 366.000 54,900 (F) 070 STRUCTURE EXCAVATION (TYPE D) CY 510.0000 302,430.00 618.000 315,180 (F) 071 STRUCTURE BACKFILL (BRIDGE) CY 242.0000 166,496.00 229.000 55,418.00 688.000 166,496 (F) 072 ROADSIDE CLEARING (TREE REMOVAL) LS 5,710.0000 5,710.00 0.000 0 073 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 2.0000 9,500.00 1,125.000 2,250 074 HYDROSEED SQFT 0.3400 32,980.00 54,000.000 18,360 075 COMPOST SQFT 2.6000 12,350.00 1,125.000 2,925 076 INCORPORATE MATERIALS SQFT 1.1600 5,510.00 1,125.000 1,305 PROGRAM CAS145 PAGE 4 DATE 11/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6504 TIME 10:01 AM ESTIMATE NO. 017 BID OPENING 06/21/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 11/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE BASE (CY) CY 98.0000 44,100.00 308.980 30,280 078 HOT MIX ASPHALT (TYPE A, WARM MIX TON 339.0000 444,090.00 835.030 283,075 TECHNOLOGY) 079 PLACE HOT MIX ASPHALT SQYD 295.0000 1,180.00 0.000 0 (MISCELLANEOUS AREA) 080 TACK COAT TON 890.0000 1,780.00 0.000 0 081 FURNISH STEEL PILING (HP 10 X 57) LF 37.0000 37,814.00 1,022.000 37,814 082 DRIVE STEEL PILE (HP 10 X 57) EA 3,256.0000 162,800.00 50.000 162,800 083 SEAL COURSE CONCRETE CY 790.0000 47,400.00 60.000 47,400 084 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,590.0000 290,970.00 192.000 305,280 (F) 085 STRUCTURAL CONCRETE, BRIDGE CY 3,070.0000 979,330.00 37.600 115,432.00 311.700 956,919 (F) 086 STRUCTURAL CONCRETE, BRIDGE CY 1,800.0000 270,000.00 44.100 79,380.00 145.100 261,180 (F) (POLYMER FIBER) 087 MINOR CONCRETE (MINOR STRUCTURE) CY 4,690.0000 4,690.00 0.000 0 (F) 088 CONCRETE SURFACE TEXTURE SQFT 172.0000 69,488.00 505.000 86,860 (RANDOM ROUGH STACKED ROCK) 089 DRILL AND PRESSURE GROUT DOWEL LF 275.0000 24,200.00 110.000 30,250 090 DRILL AND BOND DOWEL LF 48.0000 38,688.00 743.000 35,664 091 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 54.0000 26,460.00 220.000 11,880.00 672.000 36,288 092 CLEAN EXPANSION JOINT LF 28.0000 6,720.00 171.000 4,788 093 FURNISH PRECAST PRESTRESSED CONCRETE EA 17,511.0000 105,066.00 6.000 105,066 GIRDER (40'-50') 094 ERECT PRECAST PRESTRESSED CONCRETE EA 6,225.0000 37,350.00 6.000 37,350 (F) GIRDER 095 JOINT SEAL (MR 1") LF 86.0000 11,266.00 93.000 7,998 096 JOINT SEAL (MR 1 1/2") LF 85.0000 15,385.00 58.000 4,930 097 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 92,941.00 93,483.000 93,483 (F) 098 BAR REINFORCING STEEL (EPOXY COATED) LB 2.0000 76,070.00 10,731.000 21,462.00 46,327.000 92,654 (F) (BRIDGE) 099 HEADED BAR REINFORCEMENT EA 12.0000 1,248.00 104.000 1,248 (F) 100 FURNISH STRUCTURAL STEEL (BRIDGE) LB 2.0000 216,110.00 6,237.000 12,474.00 108,055.000 216,110 (F) 101 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.4000 151,277.00 15,594.000 21,831.60 108,055.000 151,277 (F) 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 612.00 16.833 286 (0.063"-UNFRAMED) FOR TYPE XI SHEETING 103 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 779.00 25.750 489 (0.063"-FRAMED) FOR TYPE XI SHEETING PROGRAM CAS145 PAGE 5 DATE 11/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6504 TIME 10:01 AM ESTIMATE NO. 017 BID OPENING 06/21/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 11/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 561.00 22.000 374 (0.063"-UNFRAMED) 105 ROADSIDE SIGN - ONE POST EA 315.0000 3,780.00 9.000 2,835 106 ROADSIDE SIGN - TWO POST EA 570.0000 1,140.00 1.000 570 107 RETRO-REFLECTIVE SHEETING (TYPE XI) SQFT 7.0000 539.00 42.583 298 108 STAIN GALVANIZED SURFACES LS 52,000.0000 52,000.00 0.000 0 109 CLEAN AND PAINT STRUCTURAL STEEL LS 50,000.0000 50,000.00 0.500 25,000 110 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 450.0000 42,300.00 24.500 11,025.00 56.000 25,200 111 PREPARE AND STAIN CONCRETE SQFT 16.0000 15,152.00 1,028.000 16,448 112 24" ALTERNATIVE PIPE CULVERT LF 190.0000 18,240.00 96.000 18,240 113 36" CORRUGATED STEEL PIPE INLET LF 935.0000 3,740.00 4.000 3,740 (.168" THICK) 114 24" ALTERNATIVE FLARED END SECTION EA 455.0000 455.00 1.000 455 115 ROCK SLOPE PROTECTION (1T, WITH VOID CY 95.0000 41,800.00 440.000 41,800 FILLER) 116 ROCK SLOPE PROTECTION (1/2 T, WITH VOID CY 93.0000 41,850.00 315.000 29,295 FILLER) 117 ROCK SLOPE PROTECTION (1/4 T, WITH VOID CY 93.0000 41,850.00 450.000 41,850 FILLER) 118 ROCK SLOPE PROTECTION CY 130.0000 14,300.00 110.000 14,300 (LIGHT, METHOD B) (CY) 119 ROCK SLOPE PROTECTION CY 775.0000 2,325.00 3.000 2,325 (NO. 3, METHOD B) (CY) 120 PLANTING TUBES LF 410.0000 16,400.00 30.000 12,300 121 MISCELLANEOUS IRON AND STEEL LB 6.0000 2,850.00 475.000 2,850 (F) 122 MISCELLANEOUS METAL (BRIDGE) LB 4.0000 4,988.00 800.000 3,200.00 1,247.000 4,988 (F) 123 BRIDGE DECK DRAINAGE SYSTEM LB 17.0000 25,908.00 331.000 5,627.00 1,524.000 25,908 (F) 124 DELINEATOR (CLASS 2) EA 75.0000 2,550.00 17.000 1,275 125 MILEPOST MARKER EA 75.0000 300.00 4.000 300 126 OBJECT MARKER (TYPE L-1) EA 75.0000 2,175.00 19.000 1,425 127 VEGETATION CONTROL (MINOR CONCRETE) SQYD 44.0000 30,800.00 0.000 0 128 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 58.0000 2,900.00 0.000 0 129 TRANSITION RAILING (TYPE WB) EA 3,435.0000 34,350.00 0.000 0 130 END CAP (TYPE TC) EA 143.0000 143.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 11/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6504 TIME 10:01 AM ESTIMATE NO. 017 BID OPENING 06/21/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 11/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 END ANCHOR ASSEMBLY (TYPE SFT) EA 915.0000 915.00 0.000 0 132 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 7,000.00 0.000 0 133 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,915.0000 23,320.00 0.000 0 134 ALTERNATIVE CRASH CUSHION SYSTEM EA 25,000.0000 25,000.00 1.000 25,000 135 CALIFORNIA ST-70 BRIDGE RAIL (MODIFIED) LF 387.0000 418,347.00 653.000 252,711 (F) 136 THERMOPLASTIC PAVEMENT MARKING SQFT 23.0000 3,220.00 0.000 0 137 THERMOPLASTIC TRAFFIC STRIPE LF 3.1000 16,554.00 0.000 0 (SPRAYABLE) PROGRAM CAS145 PAGE 7 DATE 11/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6504 TIME 10:01 AM ESTIMATE NO. 017 BID OPENING 06/21/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 11/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 362,979.10 5,571,990.03 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 11,234.71 123,267.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 374,213.81 5,695,257.76 138 MOBILIZATION LS 700,000.0000 700,000.00 1.000 700,000 ORIGINAL CONTRACT AMOUNT 7,478,120.00 TOTAL WORK COMPLETED 374,213.81 6,395,257.76 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 374,213.81 6,395,257.76 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 07/27/17 275 09/20/17 09/20/17 12/13/19 269 270 16 0 83% 92% PROGRESS IS SATISFACTORY LOADER, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 11/25/19