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 06/18/26 EST. NO. 003 TIME 06:21 AM R.E. NAME: ROBERT DECKER 06-0W9204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0002 19,073.78 A.C. @ U.P.(+) 053126 N 002 19,073.78 TOTAL THIS ESTIMATE 27,702.59 TOTAL PREVIOUS ESTIMATE 46,776.37 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 06/18/26 EST. NO. 003 TIME 06:21 AM R.E. NAME: ROBERT DECKER 06-0W9204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED CORE LOTSL5B -1,487.50 002 FAILED CORE LOTSL6B -2,061.68 002 0.00 -3,549.18 TOTAL DEDUCTIONS 0.00 -3,549.18 PROGRAM CAS145 PAGE 1 DATE 06/18/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9204 TIME 06:21 AM ESTIMATE NO. 003 BID OPENING 12/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: ROBERT DECKER DATE OF THIS ESTIMATE 06/18/26 LOCATION PROGRESS ESTIMATE 06-KER-5-4.1/10.7 ----------------- C. A. RASMUSSEN, INC. KERN COUNTY NEAR GRAPEVINE FROM 0.3 MILE 28548 LIVINGSTON AVENUE SOUTH OF GRAPEVINE CREEK BRIDGE TO 0.5 VALENCIA CA 91355 MILE NORTH OF GRAPEVINE ROAD UNDERCROSSING FED. AID NO. ACIM-005 (4 )208 RDWY EXC, CRCP, JPCP, HMA, TEMP BARRIER SY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,860.0000 2,860.00 1.000 2,860 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,170.0000 4,170.00 0.250 1,042 003 TIME-RELATED OVERHEAD (WDAY) WDAY 10,000.0000 4,300,000.00 18.000 180,000.00 49.000 490,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 20,000.00 4.000 800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 100,000.0000 100,000.00 0.040 4,000.00 0.110 11,000 007 CONSTRUCTION AREA SIGNS LS 57,800.0000 57,800.00 0.610 35,258 008 TRAFFIC CONTROL SYSTEM LS 2,000,000.0000 2,000,000.00 0.040 80,000.00 0.110 220,000 009 FLASHING ARROW SIGN EA 7,400.0000 37,000.00 4.000 29,600 010 TYPE III BARRICADE EA 178.0000 1,246.00 10.000 1,780.00 10.000 1,780 011 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.1000 18,163.00 126.000 516.60 126.000 516 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4700 243,930.00 126,646.000 59,523.62 126,646.000 59,523 013 CHANNELIZER (SURFACE MOUNTED) EA 42.0000 22,260.00 53.000 2,226.00 170.000 7,140 014 PORTABLE LIGHTING SYSTEMS (LS) LS 80,600.0000 80,600.00 0.040 3,224.00 0.110 8,866 015 TEMPORARY PAVEMENT MARKER EA 5.9000 53,513.00 2,512.000 14,820.80 2,512.000 14,820 016 TEMPORARY BARRIER SYSTEM (CAL F-23) LF 54.0000 8,694,000.00 33,200.000 1,792,800.00 34,250.000 1,849,500 017 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,450.0000 25,450.00 0.040 1,018.00 0.110 2,799 018 TEMPORARY CRASH CUSHION TL-3 EA 5,710.0000 228,400.00 2.000 11,420.00 10.000 57,100 019 TEMPORARY TRAFFIC SCREEN LF 7.3000 1,160,700.00 28,500.000 208,050.00 34,070.000 248,711 020 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 2,520.0000 27,720.00 4.000 10,080 SYSTEM 021 JOB SITE MANAGEMENT LS 104,120.0000 104,120.00 0.040 4,164.80 0.110 11,453 022 STORMWATER POLLUTION PREVENTION PLAN LS 2,020.0000 2,020.00 1.000 2,020 PROGRAM CAS145 PAGE 2 DATE 06/18/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9204 TIME 06:21 AM ESTIMATE NO. 003 BID OPENING 12/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: ROBERT DECKER DATE OF THIS ESTIMATE 06/18/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORMWATER SAMPLING AND ANALYSIS DAY EA 346.0000 6,228.00 0.000 0 024 STORMWATER ANNUAL REPORT EA 3,000.0000 12,000.00 0.000 0 025 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 2,790.0000 8,370.00 0.000 0 CONTROL) 026 TEMPORARY HYDRAULIC MULCH SQYD 2.5000 1,050.00 0.000 0 027 TEMPORARY SOIL BINDER SQYD 0.7000 2,443.00 0.000 0 028 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 10,890.00 4.000 660 029 TEMPORARY FIBER ROLL LF 3.9000 21,567.00 0.000 0 030 TEMPORARY CONSTRUCTION ENTRANCE EA 18,970.0000 113,820.00 0.000 0 031 STREET SWEEPING LS 303,600.0000 303,600.00 0.040 12,144.00 0.110 33,396 032 TEMPORARY CONCRETE WASHOUT LS 19,420.0000 19,420.00 0.000 0 033 TREATED WOOD WASTE LB 1.1400 53,352.00 0.000 0 034 TEMPORARY HIGH-VISIBILITY FENCE LF 7.2000 1,512.00 0.000 0 035 CLEARING AND GRUBBING (LS) LS 165,630.0000 165,630.00 0.000 0 036 ROADWAY EXCAVATION CY 38.0000 5,358,000.00 4,580.000 174,040.00 7,344.000 279,072 037 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,420.0000 1,420.00 0.000 0 038 HYDROMULCH SQFT 0.0900 3,519.00 0.000 0 039 FIBER ROLLS LF 3.5000 18,620.00 0.000 0 040 HYDROSEED SQFT 0.1500 5,865.00 0.000 0 041 COMPOST (CY) CY 82.0000 20,500.00 0.000 0 042 INCORPORATE MATERIALS SQFT 0.2500 9,775.00 0.000 0 043 CEMENT STABILIZED SOIL SQYD 9.7500 1,521,000.00 0.000 0 044 CLASS 2 AGGREGATE SUBBASE CY 82.0000 2,123,800.00 0.000 0 045 CLASS 2 AGGREGATE BASE (CY) CY 154.0000 746,900.00 399.000 61,446.00 995.000 153,230 046 HOT MIX ASPHALT (TYPE A) TON 119.0000 8,377,600.00 2,305.300 274,330.70 5,635.700 670,648 047 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 048 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.5000 10,125.00 0.000 0 049 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.5000 950.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/18/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9204 TIME 06:21 AM ESTIMATE NO. 003 BID OPENING 12/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: ROBERT DECKER DATE OF THIS ESTIMATE 06/18/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 E) LF 2.5000 6,450.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 3,600.00 0.000 0 052 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 120.0000 33,600.00 0.000 0 AREA) 053 TACK COAT TON 875.0000 37,625.00 1.230 1,076 054 CONTINUOUSLY REINFORCED CONCRETE CY 418.1000 27,845,460.00 0.000 0 PAVEMENT 055 JOINTED PLAIN CONCRETE PAVEMENT CY 283.0000 2,283,810.00 0.000 0 056 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,940.0000 267,920.00 0.000 0 (F) 057 CONCRETE BACKFILL (PIPE TRENCH) CY 1,020.0000 10,200.00 0.000 0 (F) 058 24" REINFORCED CONCRETE PIPE LF 405.0000 461,700.00 0.000 0 059 36" REINFORCED CONCRETE PIPE LF 632.0000 51,824.00 0.000 0 060 18" CORRUGATED STEEL PIPE (.064" THICK) LF 352.0000 31,680.00 0.000 0 061 24" CORRUGATED STEEL PIPE (.079" THICK) LF 357.0000 25,347.00 0.000 0 062 42" CORRUGATED STEEL PIPE (.064" THICK) LF 557.0000 11,140.00 0.000 0 063 18" PERFORATED STEEL PIPE UNDERDRAIN LF 290.0000 208,800.00 0.000 0 064 10" CORRUGATED STEEL PIPE DOWNDRAIN LF 933.0000 4,291.80 0.000 0 065 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 278.0000 10,842.00 0.000 0 (.064" THICK) 066 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 208.0000 139,360.00 0.000 0 (.064" THICK) 067 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 244.0000 217,160.00 0.000 0 (.064" THICK) 068 12" ENTRANCE TAPER EA 1,960.0000 3,920.00 0.000 0 069 18" ENTRANCE TAPER EA 2,330.0000 32,620.00 0.000 0 070 24" ENTRANCE TAPER EA 3,673.0000 44,076.00 0.000 0 071 24" STEEL FLARED END SECTION EA 1,630.0000 1,630.00 0.000 0 072 24" CONCRETE FLARED END SECTION EA 5,370.0000 26,850.00 0.000 0 073 36" CONCRETE FLARED END SECTION EA 8,570.0000 8,570.00 0.000 0 074 REMOVE ENTRANCE TAPER EA 653.0000 18,284.00 0.000 0 075 REMOVE OVERSIDE DRAIN EA 970.0000 13,580.00 0.000 0 076 REMOVE CULVERT (LF) LF 49.0000 64,190.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/18/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9204 TIME 06:21 AM ESTIMATE NO. 003 BID OPENING 12/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: ROBERT DECKER DATE OF THIS ESTIMATE 06/18/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE DOWNDRAIN (EA) EA 1,300.0000 36,400.00 0.000 0 078 REMOVE INLET EA 3,550.0000 14,200.00 0.000 0 079 ADJUST INLET EA 6,070.0000 6,070.00 0.000 0 080 42" CURED-IN-PLACE PIPELINER LF 1,020.0000 234,600.00 0.000 0 081 24" CEMENTITIOUS PIPELINER LF 867.0000 121,380.00 0.000 0 082 36" CEMENTITIOUS PIPELINER LF 893.0000 214,320.00 0.000 0 083 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 373.0000 63,410.00 0.000 0 METHOD B) (CY) 084 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.7000 3,015.00 0.000 0 085 MINOR CONCRETE (MISCELLANEOUS CY 574.0000 883,960.00 0.000 0 CONSTRUCTION) 086 MISCELLANEOUS IRON AND STEEL LB 4.6000 31,878.00 0.000 0 (F) 087 SURVEY MONUMENT (TYPE A) EA 1,800.0000 88,200.00 0.000 0 088 REMOVE PAVEMENT MARKER EA 1.0500 6,142.50 2,258.000 2,370.90 2,258.000 2,370 089 DELINEATOR (CLASS 1) EA 72.0000 7,128.00 0.000 0 090 GUARD RAILING DELINEATOR EA 32.0000 6,400.00 0.000 0 091 PAVEMENT MARKER EA 22.3000 126,441.00 0.000 0 (RETROREFLECTIVE-RECESSED) 092 TREATMENT BEST MANAGEMENT PRACTICE EA 150.0000 900.00 0.000 0 MARKER 093 OBJECT MARKER EA 92.0000 5,888.00 0.000 0 094 REMOVE ROADSIDE SIGN EA 153.0000 9,180.00 0.000 0 095 REMOVE ROADSIDE SIGN PANEL EA 153.0000 2,295.00 0.000 0 096 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 50.0000 52,500.00 0.000 0 097 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 49.0000 34,790.00 0.000 0 098 FURNISH LAMINATED PANEL SIGN (2 SQFT 39.0000 5,070.00 0.000 0 1/2"-TYPE H) 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.5000 5,655.00 0.000 0 (0.063"-UNFRAMED) 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.5000 17,200.00 0.000 0 (0.080"-UNFRAMED) 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.5000 8,415.00 0.000 0 (0.063"-FRAMED) 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.0000 3,480.00 0.000 0 (0.080"-FRAMED) 103 ROADSIDE SIGN - ONE POST EA 561.0000 26,367.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/18/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9204 TIME 06:21 AM ESTIMATE NO. 003 BID OPENING 12/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: ROBERT DECKER DATE OF THIS ESTIMATE 06/18/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROADSIDE SIGN - TWO POST EA 663.0000 7,293.00 0.000 0 105 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 357.0000 4,641.00 0.000 0 METHOD) 106 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 40.0000 42,000.00 0.000 0 107 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 459.0000 918.00 0.000 0 POST 108 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 2,910.0000 14,550.00 0.000 0 BOX POST) 109 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 4,950.0000 49,500.00 0.000 0 110 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 36.0000 117,000.00 0.000 0 111 VEGETATION CONTROL (MINOR CONCRETE) SQYD 101.0000 196,950.00 0.000 0 112 SINGLE THRIE BEAM BARRIER (TYPE M) LF 45.0000 388,800.00 0.000 0 113 TRANSITION RAILING (TYPE AGT) EA 4,350.0000 17,400.00 0.000 0 114 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,450.0000 8,700.00 0.000 0 115 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 7,790.0000 77,900.00 0.000 0 116 BURIED POST END ANCHOR (TYPE B-F) EA 9,800.0000 9,800.00 0.000 0 117 ALTERNATIVE CRASH CUSHION TL-3 EA 38,500.0000 154,000.00 0.000 0 118 CONCRETE BARRIER (TYPE 60MC) LF 291.0000 593,640.00 0.000 0 119 CONCRETE BARRIER (TYPE 60MS) LF 229.0000 59,540.00 0.000 0 120 CONCRETE BARRIER TRANSITION LF 366.0000 139,080.00 0.000 0 (F) 121 REMOVE GUARDRAIL LF 9.2000 111,320.00 2,572.500 23,667.00 2,572.500 23,667 122 REMOVE CONCRETE BARRIER LF 34.0000 71,400.00 2,100.000 71,400 123 6" PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 22,800.00 0.000 0 124 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.6000 4,788.00 0.000 0 125 12" PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 322.00 0.000 0 126 REMOVE PAINTED TRAFFIC STRIPE LF 0.2500 64,250.00 32,450.000 8,112.50 32,450.000 8,112 127 12" RUMBLE STRIP (ASPHALT CONCRETE STA 81.0000 25,920.00 0.000 0 PAVEMENT) 128 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 134.0000 80,400.00 0.000 0 129 CONTRAST STRIPE PAINT (1-COAT) LF 0.1000 15,200.00 0.000 0 130 6" PAINT TRAFFIC STRIPE (2-COAT) (BROKEN LF 0.2000 48.00 0.000 0 17-7) PROGRAM CAS145 PAGE 6 DATE 06/18/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9204 TIME 06:21 AM ESTIMATE NO. 003 BID OPENING 12/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: ROBERT DECKER DATE OF THIS ESTIMATE 06/18/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 6" PAINT TRAFFIC STRIPE (2-COAT) (BROKEN LF 0.2000 23,800.00 0.000 0 36-12) 132 8" PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 6,340.00 0.000 0 133 8" PAINT TRAFFIC STRIPE (2-COAT) (BROKEN LF 0.2000 80.00 0.000 0 12-3) 134 MODIFYING ROADSIDE WEATHER INFORMATION LS 77,900.0000 77,900.00 0.000 0 SYSTEMS 135 MODIFYING CAMERA SYSTEMS LS 69,700.0000 69,700.00 0.000 0 136 MODIFYING TRAFFIC MONITORING STATIONS LS 34,850.0000 34,850.00 0.000 0 137 REMOVING SIGN ILLUMINATION SYSTEMS LS 55,350.0000 55,350.00 0.000 0 138 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 139 TRAFFIC CONTROL SUPERVISOR DAY 1,270.0000 419,100.00 18.000 22,860.00 49.000 62,230 140 INLET DEPRESSION EA 2,300.0000 64,400.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 06/18/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9204 TIME 06:21 AM ESTIMATE NO. 003 BID OPENING 12/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: ROBERT DECKER DATE OF THIS ESTIMATE 06/18/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,942,514.92 4,376,734.17 ADJUSTMENT OF COMPENSATION 19,073.78 46,776.37 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,961,588.70 4,423,510.54 141 MOBILIZATION LS 4,000,000.0000 4,000,000.00 0.500 2,000,000.00 0.500 2,000,000 ORIGINAL CONTRACT AMOUNT 77,041,402.30 TOTAL WORK COMPLETED 4,961,588.70 6,423,510.54 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -3,549.18 TOTAL 4,961,588.70 6,419,961.36 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 01/12/26 430 00/00/00 00/00/00 12/30/27 59 5 0 0 8% 14% PROGRESS IS SATISFACTORY ROBERT DECKER RESIDENT ENGINEER