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 02/17/22 EST. NO. 015 TIME 04:11 PM R.E. NAME: KATHERINE PERRIN 01-0G33U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 015 0019 8,299.03 E.W. @ F.A.(+) 111121 N 0056.0 0020 1,088.16 110521 N 0050.0 0022 3,638.98 111321 N 0060.0 0024 2,750.25 111521 N 0062.0 0026 2,340.02 111821 N 0065.0 0027 2,184.99 111921 N 0066.0 0028 10,453.08 112021 N 0067.0 0029 543.98 112221 N 0068.0 0030 910.77 112321 N 0069.0 0031 1,087.97 112421 N 0071.0 0032 2,342.93 112921 N 0072.0 0033 1,488.52 113021 N 0073.0 0034 1,164.01 120121 N 0074.0 0035 2,629.54 111721 N 0075.0 016 0001 12,287.50 E.W. @ F.A.(+) 103021 N 0038.1 0003 6,504.58 110521 N 0051.0 59,714.31 TOTAL THIS ESTIMATE 880,103.58 TOTAL PREVIOUS ESTIMATE 939,817.89 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 02/17/22 EST. NO. 015 TIME 04:11 PM R.E. NAME: KATHERINE PERRIN 01-0G33U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 1/22 LETTER -8,000.00 013 PER 2/22 LETTER -3,000.00 015 RELEASE 1/22 DEDUCT 8,000.00 015 5,000.00 -3,000.00 TOTAL DEDUCTIONS 5,000.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 02/17/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0G33U4 TIME 04:11 PM ESTIMATE NO. 015 BID OPENING 10/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/22 R.E. NAME: KATHERINE PERRIN DATE OF THIS ESTIMATE 02/17/22 LOCATION PROGRESS ESTIMATE 01-LAK-20-5.1/6.3 ----------------- O.C. JONES & SONS, INC. IN LAKE COUNTY NEAR UPPER LAKE FROM 1520 FOURTH STREET; 0.4 MILE WEST OF WITTER SPRINGS BERKELEY CA 94710 ROAD TO 0.4 MILE EAST OF BACHELOR CREEK BRIDGE FED. AID NO. HSNH-P020(193)E COMBINED SAFETY AND BRIDGE REHAB ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.750 2,250 003 TIME-RELATED OVERHEAD (LS) LS 152,000.0000 152,000.00 0.850 129,200 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 18,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 0.870 6,090 007 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.900 135,000 008 TYPE III BARRICADE EA 95.0000 570.00 3.000 285 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 6,540.00 47,292.000 9,458 010 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 5,250.00 59.000 2,065 011 PORTABLE DELINEATOR EA 35.0000 805.00 30.000 1,050 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 8,000.0000 8,000.00 0.900 7,200 SYSTEMS 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.900 9,000 014 TEMPORARY THRIE BEAM BARRIER LF 150.0000 1,950.00 13.000 1,950 015 TEMPORARY RAILING (TYPE K) LF 17.0000 116,960.00 6,520.000 110,840 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,200.0000 67,200.00 18.000 57,600 017 JOB SITE MANAGEMENT LS 60,000.0000 60,000.00 0.900 54,000 018 PREPARE STORM WATER POLLUTION PREVENTION LS 3,200.0000 3,200.00 0.750 2,400 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 4,500.00 8.000 4,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 285.0000 3,705.00 17.000 4,845 021 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 022 TEMPORARY EROSION CONTROL BLANKET SQYD 3.5000 2,730.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 02/17/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0G33U4 TIME 04:11 PM ESTIMATE NO. 015 BID OPENING 10/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/22 R.E. NAME: KATHERINE PERRIN DATE OF THIS ESTIMATE 02/17/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 600.0000 3,600.00 6.000 3,600 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 3,785.00 2,533.330 1,266 (BONDED FIBER MATRIX) 025 TEMPORARY COVER SQYD 3.6500 25,951.50 8,564.000 31,258 026 TEMPORARY CHECK DAM LF 8.3000 664.00 40.000 332 027 TEMPORARY DRAINAGE INLET PROTECTION EA 195.0000 1,170.00 11.000 2,145 028 TEMPORARY FIBER ROLL LF 2.8500 21,603.00 5,155.000 14,691 029 TEMPORARY GRAVEL BAG BERM LF 15.0000 1,800.00 291.000 4,365 030 TEMPORARY SILT FENCE LF 4.6000 552.00 280.000 1,288 031 TEMPORARY CONSTRUCTION ENTRANCE EA 4,200.0000 25,200.00 5.000 21,000 032 STREET SWEEPING LS 60,000.0000 60,000.00 0.900 54,000 033 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.850 12,750 034 TEMPORARY CREEK DIVERSION SYSTEMS LS 30,000.0000 30,000.00 0.000 0 035 TREATED WOOD WASTE LB 1.0000 1,040.00 0.000 0 036 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 775.0000 23,250.00 65.000 50,375 037 NATURAL RESOURCE PROTECTION PLAN LS 3,000.0000 3,000.00 0.750 2,250 038 TEMPORARY HIGH-VISIBILITY FENCE LF 2.4500 10,682.00 2,464.000 6,036 039 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 1.000 75,000 040 ROADWAY EXCAVATION CY 22.5000 693,000.00 29,800.220 670,504 041 SHOULDER BACKING TON 75.0000 10,500.00 196.380 14,728 042 RAMMED AGGREGATE COLUMNS LF 31.0000 654,100.00 0.000 0 043 BIAXIAL GEOGRID SQYD 3.5000 35,350.00 10,310.100 36,085 044 CONE PENETRATION TEST EA 2,050.0000 18,450.00 9.000 18,450 045 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.6400 10,304.00 9,333.000 5,973 046 HYDROMULCH (FRM) SQFT 0.1200 24,840.00 146,722.000 17,606 047 FIBER ROLLS LF 2.6500 16,748.00 2,060.000 5,459 048 HYDROSEED (HBGM) SQFT 0.1500 33,450.00 151,422.000 22,713 049 COMPOST (CY) CY 75.0000 4,350.00 29.000 2,175 PROGRAM CAS145 PAGE 3 DATE 02/17/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0G33U4 TIME 04:11 PM ESTIMATE NO. 015 BID OPENING 10/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/22 R.E. NAME: KATHERINE PERRIN DATE OF THIS ESTIMATE 02/17/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 INCORPORATE MATERIALS SQFT 0.1200 2,256.00 9,830.000 1,179 051 CLASS 2 AGGREGATE BASE (CY) CY 67.0000 409,370.00 5,998.250 401,882 052 HOT MIX ASPHALT (TYPE A) TON 133.0000 755,440.00 60.000 7,980.00 9,491.390 1,262,354 053 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 145.0000 468,350.00 0.000 0 054 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 165.0000 198,000.00 0.000 0 (OPEN GRADED FRICTION COURSE) 055 ASPHALT BINDER TON 1.0000 2.20 2.200 2 (GEOSYNTHETIC PAVEMENT INTERLAYER) 056 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 7.5000 12,075.00 1,610.000 12,075 (PAVING FABRIC) 057 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 7.5000 1,200.00 175.000 1,312 058 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.5000 2,925.00 376.000 2,820 059 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.5000 975.00 129.000 967 060 PLACE HOT MIX ASPHALT SQYD 85.0000 850.00 10.000 850 (MISCELLANEOUS AREA) 061 TACK COAT TON 1,300.0000 19,500.00 7.410 9,633.00 15.150 19,695 062 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.0000 36,800.00 36,800.000 36,800 063 REMOVE ASPHALT CONCRETE DIKE LF 4.4000 1,408.00 154.900 681 064 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.1000 71,910.00 11,493.000 58,614 065 TEMPORARY SHORING LS 160,000.0000 160,000.00 1.000 160,000 066 STRUCTURAL CONCRETE, WINGWALL (TYPE A) CY 2,300.0000 457,700.00 99.410 228,643 (F) 067 STRUCTURAL CONCRETE, BOX CULVERT CY 2,300.0000 1,377,700.00 569.050 1,308,815 (F) 068 STRUCTURAL CONCRETE, HEADWALL CY 5,250.0000 16,800.00 0.000 0 (F) 069 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,650.0000 33,945.00 9.300 33,945 (F) 070 BAR REINFORCING STEEL (BOX CULVERT) LB 1.5000 174,216.00 116,144.000 174,216 (F) 071 REMOVE RETAINING WALL, WINGWALLS EA 1,000.0000 4,000.00 4.000 4,000 (TYPE A) 072 24" ALTERNATIVE PIPE CULVERT LF 360.0000 219,600.00 616.000 221,760 073 12" ENTRANCE TAPER EA 1,200.0000 1,200.00 1.000 1,200 074 12" ANCHOR ASSEMBLY EA 740.0000 5,920.00 8.000 5,920 075 24" ANCHOR ASSEMBLY EA 775.0000 2,325.00 3.000 2,325 076 12" ALTERNATIVE PIPE DOWNDRAIN LF 115.0000 11,385.00 99.000 11,385 PROGRAM CAS145 PAGE 4 DATE 02/17/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0G33U4 TIME 04:11 PM ESTIMATE NO. 015 BID OPENING 10/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/22 R.E. NAME: KATHERINE PERRIN DATE OF THIS ESTIMATE 02/17/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 24" ALTERNATIVE PIPE DOWNDRAIN LF 150.0000 3,900.00 26.000 3,900 078 GEOMEMBRANE (WATER BARRIER) SQYD 25.0000 2,175.00 87.000 2,175 079 24" ALTERNATIVE FLARED END SECTION EA 1,700.0000 10,200.00 6.000 10,200 080 REMOVE CULVERT (LF) LF 40.0000 28,000.00 621.000 24,840 081 REMOVE DOWNDRAIN (EA) EA 2,000.0000 6,000.00 3.000 6,000 082 REMOVE INLET EA 1,600.0000 3,200.00 2.000 3,200 083 REMOVE HEADWALL EA 1,800.0000 10,800.00 6.000 10,800 084 REMOVE CONCRETE (CHANNEL) CY 5,000.0000 1,000.00 0.200 1,000 085 REMOVE BOX CULVERT EA 30,000.0000 30,000.00 1.000 30,000 086 ENGINEERED STREAMBED MATERIAL CY 450.0000 144,000.00 0.000 0 087 CONCRETE (CHANNEL LINING) CY 720.0000 144.00 0.000 0 088 ROCK SLOPE PROTECTION CY 280.0000 10,360.00 44.440 12,443 (1/2 T, CLASS VII, METHOD A) (CY) 089 ROCK SLOPE PROTECTION CY 165.0000 13,035.00 63.540 10,484 (1/4 T, CLASS V, METHOD B) (CY) 090 ROCK SLOPE PROTECTION CY 200.0000 32,000.00 148.340 29,668 (300 LB, CLASS IV, METHOD B) (CY) 091 ROCK SLOPE PROTECTION CY 420.0000 1,008.00 2.400 1,008 (20 LB, CLASS I, METHOD B) (CY) 092 CONCRETED-ROCK SLOPE PROTECTION CY 550.0000 15,400.00 0.000 0 (1/2 T, CLASS VII, METHOD A) (CY) 093 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.0000 712.00 133.510 1,068 094 MISCELLANEOUS IRON AND STEEL LB 3.5000 5,019.00 1,434.000 5,019 (F) 095 RESET MAILBOX EA 300.0000 600.00 1.000 300 096 RESET ADDRESS SIGN EA 300.0000 300.00 1.000 300 097 OBLITERATE SURFACING SQYD 4.0000 10,920.00 1,288.000 5,152 098 FENCE (TYPE BW, METAL POST) LF 12.0000 12,000.00 1,000.000 12,000.00 1,000.000 12,000 099 REMOVE FENCE LF 3.0000 3,060.00 1,013.000 3,039 100 DELINEATOR (CLASS 1) EA 55.0000 1,485.00 0.000 0 101 GUARD RAILING DELINEATOR EA 25.0000 625.00 25.000 625.00 25.000 625 102 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 3,040.00 228.000 1,824.00 228.000 1,824 103 MILEPOST MARKER EA 65.0000 65.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/17/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0G33U4 TIME 04:11 PM ESTIMATE NO. 015 BID OPENING 10/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/22 R.E. NAME: KATHERINE PERRIN DATE OF THIS ESTIMATE 02/17/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MARKER (CULVERT) EA 65.0000 975.00 0.000 0 105 OBJECT MARKER (TYPE L-1) EA 65.0000 65.00 0.000 0 106 REMOVE MARKER EA 25.0000 375.00 15.000 375 107 REMOVE ROADSIDE SIGN EA 50.0000 950.00 13.000 650 108 RESET ROADSIDE SIGN EA 160.0000 320.00 1.000 160.00 1.000 160 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5000 388.50 36.180 379 (0.063"-UNFRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 92.00 8.000 92 (0.080"-UNFRAMED) 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 511.50 32.500 503 (0.063"-FRAMED) 112 ROADSIDE SIGN - ONE POST EA 250.0000 1,500.00 5.000 1,250 113 ROADSIDE SIGN - TWO POST EA 350.0000 700.00 2.000 700 114 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 27.0000 20,790.00 825.000 22,275.00 825.000 22,275 115 MIDWEST GUARDRAIL SYSTEM (7' STEEL POST) LF 32.0000 4,480.00 150.000 4,800.00 150.000 4,800 116 VEGETATION CONTROL (MINOR CONCRETE) SQYD 88.0000 60,720.00 695.000 61,160.00 695.000 61,160 117 CABLE RAILING LF 55.0000 14,465.00 135.000 7,425.00 135.000 7,425 (F) 118 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000 119 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 7,000.00 2.000 7,000.00 2.000 7,000 120 RECONSTRUCT GUARDRAIL LF 25.0000 12,750.00 280.000 7,000.00 450.000 11,250 121 THERMOPLASTIC PAVEMENT MARKING SQFT 16.5000 2,970.00 42.000 693.00 42.000 693 (ENHANCED WET NIGHT VISIBILITY) 122 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 90.00 194.000 87.30 194.000 87 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 1,588.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 124 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 13,520.00 14,959.000 11,967.20 14,959.000 11,967 (ENHANCED WET NIGHT VISIBILITY) 125 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 1,140.00 634.000 951.00 634.000 951 (ENHANCED WET NIGHT VISIBILITY) 126 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 730.00 282.000 282 127 12" RUMBLE STRIP STA 60.0000 7,200.00 102.000 6,120.00 102.000 6,120 (ASPHALT CONCRETE PAVEMENT) 128 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 129 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 02/17/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0G33U4 TIME 04:11 PM ESTIMATE NO. 015 BID OPENING 10/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/22 R.E. NAME: KATHERINE PERRIN DATE OF THIS ESTIMATE 02/17/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 150.0000 6,000.00 11.000 1,650 131 WATER QUALITY MONITORING REPORT EA 100.0000 1,500.00 2.000 200 132 WATER QUALITY ANNUAL REPORT EA 800.0000 1,600.00 0.000 0 133 CONCRETE (CONCRETE APRON) CY 1,700.0000 4,420.00 2.600 4,420 134 MINOR CONCRETE (CURB) (CY) CY 1,800.0000 1,980.00 1.100 1,980 PROGRAM CAS145 PAGE 7 DATE 02/17/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0G33U4 TIME 04:11 PM ESTIMATE NO. 015 BID OPENING 10/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/22 R.E. NAME: KATHERINE PERRIN DATE OF THIS ESTIMATE 02/17/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 162,700.50 5,888,148.88 ADJUSTMENT OF COMPENSATION 0.00 75,806.09 EXTRA WORK 59,714.31 864,011.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 222,414.81 6,827,966.77 135 MOBILIZATION LS 795,000.0000 795,000.00 1.000 795,000 ORIGINAL CONTRACT AMOUNT 8,196,520.20 TOTAL WORK COMPLETED 222,414.81 7,622,966.77 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 5,000.00 -3,000.00 TOTAL 227,414.81 7,619,966.77 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 12/09/20 95 02/03/21 01/26/21 03/15/22 86 182 7 0 92% 84% PROGRESS IS SATISFACTORY KATHERINE PERRIN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/17/22