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 07/25/22 EST. NO. 019 TIME 02:14 PM R.E. NAME: PETERSEN, THOMAS 05-1F5004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 019 0001 11,561.26 E.W. @ L.S.(+) 060822 N 001 0 11,561.26 TOTAL THIS ESTIMATE 179,275.37 TOTAL PREVIOUS ESTIMATE 190,836.63 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 07/25/22 EST. NO. 019 TIME 02:14 PM R.E. NAME: PETERSEN, THOMAS 05-1F5004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -4,000.00 003 MISS PAYROLLS -4,000.00 004 RECD PAYROLLS #3 & 4 8,000.00 005 MISS PAYROLLS -6,000.00 006 MISS PAYROLLS -5,000.00 008 MISS PAYROLLS -2,000.00 009 MISS PAYROLLS -6,000.00 011 RECD PAYROLLS #09 2,000.00 011 RECD PYRLS #6 & 11 12,000.00 012 RECD PAYROLLS #8 5,000.00 014 MISS PAYROLLS -6,000.00 016 MISS PAYROLLS -5,000.00 019 -5,000.00 -11,000.00 TOTAL DEDUCTIONS -5,000.00 -11,000.00 PROGRAM CAS145 PAGE 1 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F5004 TIME 02:14 PM ESTIMATE NO. 019 BID OPENING 11/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: PETERSEN, THOMAS DATE OF THIS ESTIMATE 07/25/22 LOCATION PROGRESS ESTIMATE 05-SB-101-70.6/71.2 ----------------- 05-SB-135-0.1/ .0 CALPORTLAND CONSTRUCTION ON ROUTE 101, FROM 0.3 MILE SOUTH 1625 E. DONOVAN ROAD; TO 0.3 MILE NORTH OF ROUTE 101/135 SANTA MARIA CA 93454 SEPARATION AND ON ROUTE 135 AT ROUTE 101/135 SEPARATION. FED. AID NO. ACST-X083(19)E REPLACE BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.140 420.00 0.889 2,667 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 630,000.00 30.000 54,000.00 291.000 523,800 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 48,000.00 5.000 30,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 8.000 1,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 20,800.0000 20,800.00 0.860 17,888 007 TRAFFIC CONTROL SYSTEM LS 115,000.0000 115,000.00 0.085 9,775.00 0.831 95,565 008 TEMPORARY SHUTTLE SERVICE WDAY 1,150.0000 13,800.00 4.000 4,600 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 20,430.00 15,855.000 7,134 010 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,600.00 26.000 1,300 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 130.0000 37,700.00 10.000 1,300 SYSTEM DAY 012 TEMPORARY PAVEMENT MARKER EA 5.0000 1,650.00 71.000 355 013 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 20,000.0000 20,000.00 0.750 15,000 014 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 18,000.0000 72,000.00 1.700 30,600 015 TEMPORARY AUTOMATED END OF QUEUE EA 240.0000 34,800.00 5.000 1,200 WARNING SYSTEM (TYPE 1) DAY 016 END OF QUEUE MONITORING AND EA 350.0000 3,500.00 5.000 1,750 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 017 TEMPORARY RAILING (TYPE K) LF 22.0000 266,200.00 8,920.000 196,240 018 ALTERNATIVE TEMPORARY CRASH CUSHIONS EA 4,000.0000 40,000.00 8.000 32,000 019 TEMPORARY RADAR SPEED FEEDBACK EA 950.0000 5,700.00 2.000 1,900 SIGN SYSTEM 020 JOB SITE MANAGEMENT LS 37,000.0000 37,000.00 0.080 2,960.00 0.829 30,673 021 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.030 75.00 0.830 2,075 PLAN PROGRAM CAS145 PAGE 2 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F5004 TIME 02:14 PM ESTIMATE NO. 019 BID OPENING 11/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: PETERSEN, THOMAS DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 RAIN EVENT ACTION PLAN EA 500.0000 16,500.00 5.000 2,500 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 12,000.00 1.000 1,000 024 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 025 MOVE-IN/MOVE-OUT EA 400.0000 2,800.00 0.000 0 (TEMPORARY EROSION CONTROL) 026 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 40,000.00 0.000 0 (BONDED FIBER MATRIX) 027 TEMPORARY CHECK DAM LF 6.5000 1,300.00 0.000 0 028 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 875.00 1.000 175 029 TEMPORARY FIBER ROLL LF 3.0000 30,000.00 1,061.000 3,183 030 TEMPORARY GRAVEL BAG BERM LF 6.5000 1,300.00 130.000 845 031 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 30,000.00 2.000 15,000 032 STREET SWEEPING LS 45,000.0000 45,000.00 0.090 4,050.00 0.840 37,800 033 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.150 1,125.00 0.840 6,300 034 TREATED WOOD WASTE LB 0.7500 2,640.00 4,100.000 3,075 035 BIRD EXCLUSION DEVICES LS 79,000.0000 79,000.00 0.025 1,975.00 0.549 43,371 036 TEMPORARY HIGH-VISIBILITY FENCE LF 4.2500 9,350.00 2,363.000 10,042 037 CLEARING AND GRUBBING (LS) LS 165,000.0000 165,000.00 0.746 123,090 038 ROADWAY EXCAVATION CY 45.0000 220,500.00 350.000 15,750.00 3,499.800 157,491 039 STRUCTURE EXCAVATION (BRIDGE) CY 275.0000 129,250.00 297.000 81,675 (F) 040 STRUCTURE EXCAVATION (RETAINING WALL) CY 160.0000 17,600.00 96.580 15,452 041 STRUCTURE BACKFILL (BRIDGE) CY 700.0000 118,300.00 75.000 52,500 (F) 042 STRUCTURE BACKFILL (RETAINING WALL) CY 225.0000 15,300.00 66.000 14,850 043 GEOSYNTHETIC REINFORCEMENT SQYD 3.5000 13,825.00 1,175.330 4,113.66 1,175.330 4,113 044 ROCK BLANKET SQFT 24.0000 12,960.00 540.000 12,960 045 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 720.0000 1,440.00 0.000 0 046 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.9000 7,740.00 0.000 0 047 COMPOST SOCK LF 13.0000 2,860.00 0.000 0 048 HYDROSEED SQFT 0.1000 12,200.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F5004 TIME 02:14 PM ESTIMATE NO. 019 BID OPENING 11/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: PETERSEN, THOMAS DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 COMPOST (CY) CY 42.0000 35,700.00 0.000 0 050 FINISHING ROADWAY LS 6,500.0000 6,500.00 0.000 0 051 CLASS 2 AGGREGATE BASE (CY) CY 55.0000 318,450.00 5,030.900 276,699 052 HOT MIX ASPHALT (TYPE A) TON 109.0000 602,770.00 3,101.190 338,029 053 HOT MIX ASPHALT-OPEN GRADED TON 210.0000 65,100.00 0.000 0 (OPEN GRADED FRICTION COURSE) 054 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.5000 525.00 0.000 0 055 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.5000 1,295.00 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.5000 4,305.00 0.000 0 057 PLACE HOT MIX ASPHALT SQYD 65.0000 7,800.00 101.040 6,567 (MISCELLANEOUS AREA) 058 TACK COAT TON 500.0000 5,000.00 2.930 1,465 059 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 7,600.00 305.000 3,050.00 386.700 3,867 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.6000 72,680.00 81.390 374 061 REMOVE BASE AND SURFACING CY 26.0000 132,340.00 34.000 884.00 294.400 7,654 062 FURNISH 30" CAST-IN-STEEL SHELL LF 290.0000 849,410.00 1,968.980 571,004 CONCRETE PILING 063 DRIVE 30" CAST-IN-STEEL SHELL CONCRETE EA 21,250.0000 722,500.00 22.000 467,500 PILE 064 STRUCTURAL CONCRETE, BRIDGE CY 1,200.0000 474,000.00 257.000 308,400 (F) 065 STRUCTURAL CONCRETE, BRIDGE CY 1,500.0000 400,500.00 98.000 147,000.00 162.000 243,000 (F) (POLYMER FIBER) 066 STRUCTURAL CONCRETE, RETAINING WALL CY 995.0000 46,765.00 45.000 44,775 (F) 067 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 468,000.00 121.500 145,800.00 223.500 268,200 (F) (TYPE N) 068 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 8,000.00 2.000 8,000 (F) 069 MINOR CONCRETE (MINOR STRUCTURE) CY 715.0000 45,045.00 63.000 45,045 (F) 070 CONCRETE SURFACE TEXTURE (RIVER SQFT 48.0000 54,240.00 1,057.350 50,752 ROCK) 071 DRILL AND BOND DOWEL LF 95.0000 6,840.00 36.000 3,420 072 FURNISH PRECAST PRESTRESSED EA 56,395.0000 1,635,455.00 20.000 1,127,900 CONCRETE BOX GIRDER (120'-130') 073 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 3,500.0000 101,500.00 18.000 63,000 GIRDER 074 JOINT SEAL (MR 1") LF 92.0000 24,472.00 0.000 0 075 BAR REINFORCING STEEL (BRIDGE) LB 1.3200 170,788.20 97,418.000 128,591 (F) PROGRAM CAS145 PAGE 4 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F5004 TIME 02:14 PM ESTIMATE NO. 019 BID OPENING 11/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: PETERSEN, THOMAS DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6500 9,487.50 5,750.000 9,487 (F) 077 HEADED BAR REINFORCEMENT EA 215.0000 7,310.00 18.000 3,870 (F) (GALVANIZED) 078 BRIDGE REMOVAL LS 255,000.0000 255,000.00 0.500 127,500 079 18" REINFORCED CONCRETE PIPE LF 160.0000 19,200.00 120.000 19,200 080 4" PLASTIC PIPE UNDERDRAIN LF 14.0000 11,410.00 50.000 700 081 DRAINAGE INLET MARKER EA 100.0000 100.00 0.000 0 082 GRATED LINE DRAIN LF 640.0000 8,320.00 13.000 8,320 083 REMOVE OVERSIDE DRAIN EA 1,150.0000 1,150.00 1.000 1,150 084 SLOPE PAVING (ROCK COBBLE) SQFT 27.0000 218,700.00 0.000 0 085 MINOR CONCRETE (CURB) (CY) CY 850.0000 33,150.00 35.530 30,200 086 DETECTABLE WARNING SURFACE SQFT 38.0000 9,880.00 199.900 7,596 087 MINOR CONCRETE (MISCELLANEOUS CY 7,900.0000 7,110.00 0.900 7,110 CONSTRUCTION) 088 MINOR CONCRETE (SIDEWALK) CY 700.0000 63,000.00 55.130 38,591 089 MINOR CONCRETE (CURB RAMP) CY 1,600.0000 56,000.00 26.020 41,632 090 REMOVE CONCRETE CURB (LF) LF 8.0000 5,360.00 244.100 1,952 091 PRE/POST CONSTRUCTION SURVEYS EA 705.0000 5,640.00 4.000 2,820 092 MISCELLANEOUS IRON AND STEEL LB 1.2000 534.00 445.000 534 (F) 093 MISCELLANEOUS METAL (BRIDGE) LB 17.0000 19,805.00 436.000 7,412 (F) 094 SURVEY MONUMENT (TYPE A) EA 2,000.0000 2,000.00 0.000 0 095 PREPARE AND STAIN CONCRETE SQFT 13.5000 15,255.00 0.000 0 096 STAIN GALVANIZED SURFACES (LS) LS 50,000.0000 50,000.00 0.000 0 097 CHAIN LINK FENCE (TYPE CL-6) LF 38.0000 5,320.00 0.000 0 098 REMOVE FENCE LF 4.5000 3,195.00 350.000 1,575 099 REMOVE PAVEMENT MARKER EA 2.0000 560.00 182.000 364 100 GUARD RAILING DELINEATOR EA 44.0000 2,552.00 0.000 0 101 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 1,750.00 45.000 225 102 OBJECT MARKER (TYPE P) EA 85.0000 170.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F5004 TIME 02:14 PM ESTIMATE NO. 019 BID OPENING 11/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: PETERSEN, THOMAS DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 REMOVE ROADSIDE SIGN EA 125.0000 250.00 0.000 0 104 RESET ROADSIDE SIGN EA 250.0000 3,750.00 4.000 1,000 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 495.00 9.000 135 (0.063"-UNFRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 280.00 0.000 0 (0.063"-FRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 588.00 0.000 0 (0.080"-FRAMED) 108 ROADSIDE SIGN - ONE POST EA 300.0000 900.00 1.000 300 109 POST SLEEVE EA 450.0000 1,350.00 4.000 1,800 110 ROADSIDE SIGN - TWO POST EA 400.0000 400.00 0.000 0 111 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 35.0000 40,950.00 0.000 0 112 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 27,750.00 0.000 0 113 PIPE HANDRAILING LF 204.0000 114,240.00 0.000 0 114 CABLE RAILING LF 36.0000 2,844.00 0.000 0 115 TRANSITION RAILING (TYPE WB-31) EA 5,880.0000 17,640.00 0.000 0 116 END CAP (TYPE A) EA 175.0000 175.00 0.000 0 117 END ANCHOR ASSEMBLY (TYPE SFT) EA 950.0000 950.00 0.000 0 118 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,860.0000 9,720.00 0.000 0 119 REUSABLE CRASH CUSHION EA 29,544.0000 59,088.00 1.800 53,179 120 CONCRETE BARRIER (TYPE 60MC) LF 425.0000 110,500.00 265.000 112,625 121 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 380.0000 142,880.00 188.000 71,440.00 188.000 71,440 (F) 122 REMOVE GUARDRAIL LF 6.5000 8,905.00 687.000 4,465 123 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 7,200.00 222.000 1,332 (ENHANCED WET NIGHT VISIBILITY) 124 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 6,010.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 125 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 14,000.00 1,481.000 1,851 (ENHANCED WET NIGHT VISIBILITY) 126 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 1,860.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 127 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 8,340.00 3,661.000 2,196 128 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 850.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F5004 TIME 02:14 PM ESTIMATE NO. 019 BID OPENING 11/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: PETERSEN, THOMAS DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 12" RUMBLE STRIP STA 90.0000 5,850.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 130 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.0000 1,000.00 0.000 0 131 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.0000 1,000.00 0.000 0 (WARRANTY) 132 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.0000 1,000.00 0.000 0 (WARRANTY) (BROKEN 36-12) 133 LIGHTING SYSTEM LS 166,064.0000 166,064.00 0.200 33,212.80 0.480 79,710 134 TRAFFIC MONITORING STATION SYSTEM LS 20,944.0000 20,944.00 0.240 5,026 PROGRAM CAS145 PAGE 7 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F5004 TIME 02:14 PM ESTIMATE NO. 019 BID OPENING 11/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: PETERSEN, THOMAS DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 495,630.46 6,199,620.15 ADJUSTMENT OF COMPENSATION 0.00 141,548.96 EXTRA WORK 11,561.26 49,287.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 507,191.72 6,390,456.78 135 MOBILIZATION LS 350,000.0000 350,000.00 1.000 350,000 ORIGINAL CONTRACT AMOUNT 10,591,231.70 TOTAL WORK COMPLETED 507,191.72 6,740,456.78 MATERIALS ON HAND ON SITE 516,340.00 DEDUCTIONS -5,000.00 -11,000.00 TOTAL 502,191.72 7,245,796.78 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 12/15/20 350 01/14/21 01/14/21 01/30/23 284 98 61 0 61% 69% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY PETERSEN, THOMAS RESIDENT ENGINEER