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 08/24/26 EST. NO. 005 TIME 08:58 AM R.E. NAME: HENRY AUSTIN 02-0J8504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0001 44,542.13 A.C. @ U.P.(+) 052026 N 0001 0002 13,186.17 062026 N 0002 0003 158,241.10 072026 N 0003 215,969.40 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 215,969.40 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 08/24/26 EST. NO. 005 TIME 08:58 AM R.E. NAME: HENRY AUSTIN 02-0J8504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY FHWA 1391 -10,000.00 005 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION DEDUCT LTTR 7/26 -10,000.00 004 RTN DEDUCT LTR 7/26 10,000.00 005 10,000.00 0.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J8504 TIME 08:58 AM ESTIMATE NO. 005 BID OPENING 07/02/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/26 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 08/24/26 LOCATION PROGRESS ESTIMATE 02-SIS-89-20.3/R34.6 ----------------- TULLIS, INC. SISKIYOU COUNTY AT AND NEAR MCCLOUD FROM 16951 CLEAR CREEK ROAD 0.8 MILE SOUTH OF MUD CREEK BRIDGE TO REDDING CA 96001 ROUTE 5 FED. AID NO. ACNH-P089(126) HMA, CULVERTS, GUARDRAIL, FENCING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.500 1,250 003 TIME-RELATED OVERHEAD (LS) LS 200,000.0000 200,000.00 0.200 40,000.00 0.687 137,400 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 6.500 1,300 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.200 4,000.00 0.687 13,740 007 CONSTRUCTION AREA SIGNS LS 17,000.0000 17,000.00 0.115 1,955.00 0.645 10,965 008 TRAFFIC CONTROL SYSTEM LS 984,000.0000 984,000.00 0.200 196,800.00 0.687 676,008 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 100.0000 12,000.00 0.000 0 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 20,400.0000 20,400.00 0.200 4,080.00 0.687 14,014 SYSTEMS (LS) 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 28,800.0000 28,800.00 0.200 5,760.00 0.687 19,785 012 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 12,000.0000 12,000.00 0.200 2,400.00 0.687 8,244 013 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.200 4,000.00 0.687 13,740 014 STORMWATER POLLUTION PREVENTION PLAN LS 3,500.0000 3,500.00 0.750 2,625 015 STORMWATER SAMPLING AND ANALYSIS DAY EA 500.0000 8,500.00 0.000 0 016 STORMWATER ANNUAL REPORT EA 3,000.0000 6,000.00 0.000 0 017 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,500.0000 9,000.00 0.000 0 CONTROL) 018 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.2000 40,680.00 0.000 0 MATRIX) 019 TEMPORARY COVER SQYD 2.0000 9,680.00 0.000 0 020 TEMPORARY CHECK DAM LF 6.0000 2,400.00 0.000 0 021 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 1,000.00 0.000 0 022 TEMPORARY FIBER ROLL LF 5.5000 165,000.00 111.000 610 PROGRAM CAS145 PAGE 2 DATE 08/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J8504 TIME 08:58 AM ESTIMATE NO. 005 BID OPENING 07/02/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/26 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 08/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY GRAVEL BAG BERM LF 7.0000 7,000.00 0.000 0 024 TEMPORARY SILT FENCE LF 6.5000 6,500.00 0.000 0 025 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 2,000.00 0.000 0 026 STREET SWEEPING LS 50,000.0000 50,000.00 0.200 10,000.00 0.687 34,350 027 TEMPORARY CONCRETE WASHOUT LS 3,167.8100 3,167.81 0.200 633.56 0.687 2,176 028 TREATED WOOD WASTE LB 0.1800 12,762.00 0.000 0 029 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 1,920.0000 1,920.00 0.500 960 030 CLEARING AND GRUBBING (LS) LS 291,869.0000 291,869.00 1.000 291,869 031 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 032 ROADWAY EXCAVATION CY 30.0000 216,300.00 7,326.800 219,804 033 SHOULDER BACKING TON 68.0000 663,000.00 1,800.000 122,400 034 DITCH EXCAVATION CY 100.0000 8,400.00 83.100 8,310 035 IMPORTED BORROW (CY) CY 47.0000 653,300.00 13,630.300 640,624 036 BONDED FIBER MATRIX (SQFT) SQFT 0.2600 119,080.00 0.000 0 037 FINISHING ROADWAY LS 15,000.0000 15,000.00 0.000 0 038 CLASS 2 AGGREGATE BASE (CY) CY 90.0000 390,600.00 6.800 612.00 4,688.800 421,992 039 SEGMENT CORRECTION EA 1,350.0000 16,200.00 12.000 16,200 040 REPLACE ASPHALT CONCRETE SURFACING CY 325.0000 1,059,500.00 3,455.040 1,122,888 041 HOT MIX ASPHALT (TYPE A) TON 117.0000 1,743,300.00 3,720.950 435,351.15 16,530.800 1,934,103 042 MINOR HOT MIX ASPHALT TON 100.0000 65,000.00 365.700 36,570.00 365.700 36,570 043 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 146.0000 5,110,000.00 12,836.110 1,874,072.06 33,633.740 4,910,526 044 DATA CORE LS 2,000.0000 2,000.00 0.000 0 045 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0100 150.75 75.000 150.75 75.000 150 046 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0100 85,425.00 21,250.000 42,712.50 21,250.000 42,712 047 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 150.0000 16,500.00 0.000 0 AREA) 048 TACK COAT TON 425.0000 51,000.00 89.170 37,897.25 91.580 38,921 049 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 35.0000 34,650.00 44.300 1,550 PROGRAM CAS145 PAGE 3 DATE 08/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J8504 TIME 08:58 AM ESTIMATE NO. 005 BID OPENING 07/02/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/26 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 08/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 42,500.00 1,118.000 1,118 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.5500 122,655.00 22,089.300 122,595 052 STRUCTURAL CONCRETE, WINGWALL (TYPE A) CY 2,438.0000 126,776.00 51.030 124,411.14 51.030 124,411 (F) 053 PRECAST REINFORCED CONCRETE BOX CULVERT LF 4,300.0000 103,200.00 26.600 114,380 054 STRUCTURAL CONCRETE, HEADWALL CY 4,532.0000 99,704.00 24.200 109,674 (F) 055 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,150.0000 66,400.00 17.320 71,878 (F) 056 MINOR CONCRETE (MINOR STRUCTURE) CY 1,754.0000 14,032.00 0.000 0 (F) 057 BAR REINFORCING STEEL (EPOXY COATED) LB 1.0000 2,290.00 2,580.200 2,580 (F) (BOX CULVERT) 058 BAR REINFORCING STEEL (WINGWALL) LB 2.6000 17,352.40 6,673.900 17,352 (F) 059 BAR REINFORCING STEEL (HEADWALL) LB 3.5400 9,296.04 2,798.200 9,905 (F) 060 CONCRETE BACKFILL (PIPE TRENCH) CY 275.0000 4,125.00 10.300 2,832 (F) 061 24" REINFORCED CONCRETE PIPE LF 410.0000 430,500.00 1,040.200 426,482 062 30" X 19" REINFORCED CONCRETE ELLIPTICAL LF 425.0000 33,575.00 79.000 33,575 PIPE 063 24" CORRUGATED STEEL PIPE (.109" THICK) LF 505.0000 202,000.00 392.500 198,212 064 30" CORRUGATED STEEL PIPE (.109" THICK) LF 255.0000 24,225.00 0.000 0 065 36" CORRUGATED STEEL PIPE (.109" THICK) LF 405.0000 10,935.00 108.500 43,942 066 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 72.0000 4,176.00 47.400 3,412.80 47.400 3,412 067 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 125.0000 16,250.00 120.400 15,050 (.109" THICK) 068 12" ENTRANCE TAPER EA 1,825.0000 1,825.00 1.000 1,825.00 1.000 1,825 069 12" DOWNDRAIN SLIP JOINT EA 635.0000 635.00 1.000 635.00 1.000 635 070 12" ANCHOR ASSEMBLY EA 600.0000 2,400.00 4.000 2,400.00 4.000 2,400 071 24" ANCHOR ASSEMBLY EA 650.0000 5,200.00 8.000 5,200 072 12" CORRUGATED STEEL PIPE ENERGY TEE EA 425.0000 425.00 1.000 425.00 1.000 425 DISSIPATOR 073 24" CORRUGATED STEEL PIPE ENERGY TEE EA 800.0000 800.00 1.000 800 DISSIPATOR (.109" THICK) 074 24" STEEL FLARED END SECTION EA 250.0000 1,000.00 4.000 1,000 075 36" STEEL FLARED END SECTION EA 750.0000 1,500.00 2.000 1,500 076 24" CONCRETE FLARED END SECTION EA 3,200.0000 9,600.00 3.000 9,600 PROGRAM CAS145 PAGE 4 DATE 08/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J8504 TIME 08:58 AM ESTIMATE NO. 005 BID OPENING 07/02/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/26 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 08/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ENTRANCE TAPER EA 500.0000 500.00 1.000 500.00 1.000 500 078 REMOVE CULVERT (LF) LF 12.0000 18,120.00 1,497.100 17,965 079 REMOVE DOWNDRAIN (EA) EA 10,000.0000 20,000.00 1.000 10,000.00 2.000 20,000 080 REMOVE INLET EA 500.0000 2,500.00 5.000 2,500 081 REMOVE HEADWALL EA 4,200.0000 25,200.00 6.000 25,200 082 REMOVE WINGWALL EA 3,000.0000 12,000.00 4.000 12,000 083 REMOVE FLARED END SECTION (EA) EA 250.0000 500.00 2.000 500 084 ROCK SLOPE PROTECTION (150 LB, CLASS CY 285.0000 855.00 2.600 741.00 2.600 741 III, METHOD B) (CY) 085 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 175.0000 1,050.00 6.200 1,085.00 6.200 1,085 METHOD B) (CY) 086 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.5000 675.00 217.400 543.50 217.400 543 087 MISCELLANEOUS IRON AND STEEL LB 3.0000 10,758.00 3,586.000 10,758 (F) 088 WILDLIFE FENCE (TYPE WM, METAL POST 8') LF 31.7500 109,537.50 3,097.800 98,355 089 WILDLIFE CAMERA POLE EA 3,000.0000 18,000.00 6.000 18,000 090 16' WIRE MESH GATE (8' HIGH) EA 4,400.0000 13,200.00 3.000 13,200 091 RECONSTRUCT CHAIN LINK FENCE LF 345.0000 6,900.00 0.000 0 092 REMOVE PAVEMENT MARKER EA 0.5000 2,420.00 4,840.000 2,420 093 REMOVE DELINEATOR EA 12.7500 7,140.00 73.000 930 094 DELINEATOR (CLASS 2) EA 60.0000 33,600.00 0.000 0 095 PAVEMENT MARKER EA 15.0000 72,600.00 0.000 0 (RETROREFLECTIVE-RECESSED) 096 MILEPOST MARKER EA 68.0000 1,836.00 0.000 0 097 MARKER (CULVERT) EA 55.0000 1,815.00 0.000 0 098 TREATMENT BEST MANAGEMENT PRACTICE EA 110.0000 2,640.00 0.000 0 MARKER 099 OBJECT MARKER (TYPE L-1) EA 60.0000 4,800.00 0.000 0 100 REMOVE MARKER EA 15.0000 2,100.00 0.000 0 101 REMOVE ROADSIDE SIGN (WOOD POST) EA 60.0000 1,140.00 0.000 0 102 REMOVE ROADSIDE SIGN PANEL EA 55.0000 2,145.00 0.000 0 103 REMOVE ROADSIDE SIGN (STEEL POST) EA 220.0000 5,500.00 11.000 2,420 PROGRAM CAS145 PAGE 5 DATE 08/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J8504 TIME 08:58 AM ESTIMATE NO. 005 BID OPENING 07/02/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/26 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 08/24/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.1500 12,691.00 0.000 0 (0.080"-UNFRAMED) 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 31.3500 5,016.00 0.000 0 (0.063"-FRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 31.4000 3,768.00 0.000 0 (0.080"-FRAMED) 107 ROADSIDE SIGN - ONE POST EA 430.0000 15,910.00 0.000 0 108 ROADSIDE SIGN - TWO POST EA 1,275.0000 12,750.00 0.000 0 109 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 75.0000 3,150.00 0.000 0 POST 110 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.5000 98,825.00 3,746.000 110,507.00 3,746.000 110,507 111 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 34.9000 30,712.00 937.000 32,701.30 937.000 32,701 112 CABLE RAILING LF 64.0000 9,344.00 0.000 0 (F) 113 TRANSITION RAILING (TYPE AGT) EA 4,400.0000 8,800.00 2.000 8,800.00 2.000 8,800 114 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,425.0000 2,850.00 2.000 2,850.00 2.000 2,850 115 RECONSTRUCT TERMINAL SYSTEM EA 2,700.0000 10,800.00 4.000 10,800.00 4.000 10,800 116 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 38,400.00 12.000 38,400.00 12.000 38,400 (TL-3) 117 CONCRETE BARRIER TRANSITION LF 1,075.0000 32,250.00 30.000 32,250.00 30.000 32,250 (F) 118 REMOVE GUARDRAIL LF 2.9500 13,865.00 5,157.000 15,213.15 5,157.000 15,213 119 RECONSTRUCT GUARDRAIL LF 22.5000 27,675.00 769.000 17,302.50 769.000 17,302 120 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 11.0000 46,970.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 121 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 7.2500 30,957.50 3,779.000 27,397 122 12" RUMBLE STRIP (ASPHALT CONCRETE STA 42.0000 35,700.00 570.000 23,940.00 570.000 23,940 PAVEMENT) 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 726,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 124 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 12,495.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 12-3) 125 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 41,140.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 36-12) 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 3,757.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 8-4) 127 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.5000 29,425.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) PROGRAM CAS145 PAGE 6 DATE 08/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J8504 TIME 08:58 AM ESTIMATE NO. 005 BID OPENING 07/02/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/26 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 08/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 128 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.200 200.00 0.687 687 SYSTEM ELEMENTS DURING CONSTRUCTION 129 MODIFYING TRAFFIC MONITORING STATIONS LS 30,000.0000 30,000.00 1.000 30,000 130 MODIFYING FLASHING BEACON SYSTEMS LS 20,000.0000 20,000.00 1.000 20,000 131 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 132 ROADSIDE CLEARING LS 55,562.0000 55,562.00 1.000 55,562 133 HOT MIX ASPHALT (LEVELING) TON 200.0000 74,000.00 320.240 64,048 PROGRAM CAS145 PAGE 7 DATE 08/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J8504 TIME 08:58 AM ESTIMATE NO. 005 BID OPENING 07/02/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/26 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 08/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,135,936.66 12,791,655.91 ADJUSTMENT OF COMPENSATION 215,969.40 215,969.40 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,351,906.06 13,007,625.31 134 MOBILIZATION LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 ORIGINAL CONTRACT AMOUNT 16,381,305.00 TOTAL WORK COMPLETED 3,351,906.06 14,007,625.31 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 3,351,906.06 13,997,625.31 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 08/26/25 120 10/20/25 10/20/25 10/13/26 79 130 0 0 82% 66% PROGRESS IS SATISFACTORY HENRY AUSTIN RESIDENT ENGINEER