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 08/27/25 EST. NO. 002 TIME 09:44 AM R.E. NAME: ALTERTON, NATHAN 03-3J40U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 08/27/25 EST. NO. 002 TIME 09:44 AM R.E. NAME: ALTERTON, NATHAN 03-3J40U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LETTER 8/25 -1,000.00 002 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -1,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J40U4 TIME 09:44 AM ESTIMATE NO. 002 BID OPENING 02/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/27/25 LOCATION PROGRESS ESTIMATE 03-VAR ----------------- TEICHERT ENERGY & UTILITIES ALPINE, EL DORADO, AND PLACER COUNTIES IN GROUP, INC. AND NEAR SOUTH LAKE TAHOE ON ROUTE 89 FROM 3500 AMERICAN RIVER DRIVE ROUTE 88 TO ROUTE 28 AND ON ROUTE 50 FROM SACRAMENTO CA 95864 SOUTH JUNCTION ROUTE 89 TO NORTH JUNCTION FED. AID NO. N O N E MIDDLE-MILE BROADBAND NETWORK ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PRELIMINARY LOCATION EXISTING SUBSURFACE EA 151.6000 1,073,328.00 1,177.000 178,433.20 1,177.000 178,433 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 697.6300 1,807,559.33 215.000 149,990.45 215.000 149,990 INFRASTRUCTURE 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 235.7900 91,722.31 135.000 31,831.65 135.000 31,831 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 004 POSITIVE LOCATION EXISTING SUBSURFACE EA 283.3800 73,678.80 1.000 283.38 1.000 283 INFRASTRUCTURE (FOR DEPTH 10' TO 15' ADD) 005 POSITIVE LOCATION EXISTING SUBSURFACE EA 326.7500 42,477.50 0.000 0 INFRASTRUCTURE (FOR DEPTH 15' TO 20' ADD) 006 LEAD COMPLIANCE PLAN (EA) EA 3,882.8600 3,882.86 1.000 3,882.86 1.000 3,882 007 SUBSISTENCE (CABLE SPLICER) DAY 170.3500 14,650.10 0.000 0 008 SUBSISTENCE (CARPENTER) DAY 54.0800 54.08 0.000 0 009 SUBSISTENCE (CEMENT MASON) DAY 70.3000 70.30 0.000 0 010 SUBSISTENCE (COMMUNICATION & SYSTEM DAY 227.1400 40,885.20 0.000 0 INSTALLER) 011 SUBSISTENCE (OPERATING ENGINEER) DAY 86.5300 298,009.32 275.000 23,795.75 275.000 23,795 012 SUBSISTENCE (TEAMSTER) DAY 21.6300 42,221.76 0.000 0 013 SUBSISTENCE (LABORER) DAY 75.7100 335,092.46 463.000 35,053.73 463.000 35,053 014 TRAVEL TIME (LABORER) HR 76.4700 300,374.16 368.000 28,140.96 368.000 28,140 015 SUBSISTENCE (TRAFFIC CONTROL/LANE DAY 43.2600 161,273.28 201.000 8,695.26 201.000 8,695 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 016 TRAVEL TIME (TRAFFIC CONTROL/LANE HR 76.4800 300,413.44 162.000 12,389.76 162.000 12,389 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 017 ELEVATED FIRE HAZARD (TYPE 1) DAY 52.0000 52.00 0.000 0 018 ELEVATED FIRE HAZARD (TYPE 2) DAY 1,544.4000 508,107.60 26.000 40,154.40 26.000 40,154 019 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 2,790.5300 2,790.53 1.000 2,790.53 1.000 2,790 (BASELINE) 020 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,281.7000 21,788.90 2.000 2,563.40 2.000 2,563 (MONTHLY UPDATED SCHEDULE) PROGRAM CAS145 PAGE 2 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J40U4 TIME 09:44 AM ESTIMATE NO. 002 BID OPENING 02/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 021 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 21,632.1700 7,116,983.93 44.000 951,815.48 44.000 951,815 VALUE FROM GREATER THAN $25M (>300 WDAYS) 022 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 265.0400 13,517.04 8.000 2,120.32 8.000 2,120 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) 023 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 264.9500 13,512.45 7.500 1,987.13 7.500 1,987 AXLE TRUCK)(FOR HAUL DISTANCE 51-100 MILES ADD) 024 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 529.9000 529.90 0.000 0 AXLE TRUCK)(FOR HAUL DISTANCE 101-150 MILES ADD) 025 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 1,060.1400 1,060.14 0.000 0 AXLE TRUCK)(FOR HAUL DISTANCE >150 MILES ADD) 026 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 643.5500 974,978.25 3.000 1,930.65 3.000 1,930 TRACTOR AND TRAILER) 027 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 513.6300 26,195.13 0.000 0 TRACTOR AND TRAILER)(FOR HAUL DISTANCE 51-100 MILES ADD) 028 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 1,027.2600 1,027.26 0.000 0 TRACTOR AND TRAILER)(FOR HAUL DISTANCE 101-150 MILES ADD) 029 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 1,541.5000 1,541.50 0.000 0 TRACTOR AND TRAILER)(FOR HAUL DISTANCE >150 MILES ADD) 030 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 42,000.00 1.000 6,000.00 1.000 6,000 031 HOURLY OFF-SITE HR 200.0000 28,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 032 CONSTRUCTION AREA SIGNS (ONE POST) EA 329.9500 3,959.40 12.000 3,959.40 12.000 3,959 033 CONSTRUCTION AREA SIGNS (TWO POST) EA 605.6700 4,845.36 8.000 4,845.36 8.000 4,845 034 CONSTRUCTION AREA SIGNS (PORTABLE) EA 151.4200 1,514.20 0.000 0 035 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 605.8000 39,377.00 0.000 0 036 TEMPORARY BARRIER SYSTEM (200-500 FEET LF 33.9100 457,785.00 0.000 0 PER LOCATION) 037 TEMPORARY BARRIER SYSTEM (501-2000 FEET LF 34.1900 17,778.80 0.000 0 PER LOCATION) 038 TYPE II BARRICADE EA 31.7400 317.40 0.000 0 039 TRAFFIC CONTROL SYSTEM (MULTILANE EA 3,023.1200 196,502.80 0.000 0 CONVENTIONAL HIGHWAY LANE CLOSURE) 040 TRAFFIC CONTROL SYSTEM (TWO LANE EA 3,726.3300 3,230,728.11 66.000 245,937.78 72.000 268,295 CONVENTIONAL HIGHWAY REVERSIBLE CONTROL) 041 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,726.2400 149,049.60 0.000 0 CLOSURE) 042 ADDITIONAL OR ADVANCE FLAGGER (DAY) DAY 1,443.9800 1,804,975.00 0.000 0 043 ADDITIONAL OR ADVANCE FLAGGER (HOUR) HR 165.4800 860,826.96 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J40U4 TIME 09:44 AM ESTIMATE NO. 002 BID OPENING 02/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 044 PORTABLE CHANGEABLE MESSAGE SIGN DAY 127.6500 237,939.60 90.000 11,488.50 140.000 17,871 045 PORTABLE RADAR SPEED FEEDBACK SIGN EA 97.3500 12,655.50 3.000 292.05 3.000 292 SYSTEM (EA) 046 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 243.3800 447,819.20 36.000 8,761.68 36.000 8,761 (DAY) 047 JOB SITE MANAGEMENT (DAY) DAY 37.8900 12,465.81 41.000 1,553.49 41.000 1,553 048 PREPARE STORM WATER POLLUTION PREVENTION EA 1,552.3100 1,552.31 0.000 0 PLAN 049 LINEAR CONSTRUCTION ACTIVITY EA 3,244.8000 3,244.80 0.000 0 NOTIFICATION 050 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 2.000 1,000.00 2.000 1,000 051 STORM WATER SAMPLING AND ANALYSIS DAY EA 237.9500 16,656.50 0.000 0 052 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 053 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 367.8500 5,885.60 0.000 0 CONTROL) 054 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 156.8300 3,136.60 0.000 0 CONTROL)(FOR DISTANCE 51-100 MILES ADD) 055 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 156.8800 156.88 0.000 0 CONTROL)(FOR DISTANCE 101-150 MILES ADD) 056 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 773.3000 773.30 0.000 0 CONTROL)(FOR DISTANCE>150 MILES ADD) 057 TEMPORARY HYDRAULIC MULCH SQYD 3.4100 64,449.00 0.000 0 058 TEMPORARY CHECK DAM LF 4.9800 58,764.00 0.000 0 059 TEMPORARY DRAINAGE INLET PROTECTION EA 167.5800 149,146.20 118.000 19,774.44 128.000 21,450 060 TEMPORARY FIBER ROLL LF 4.0600 889,140.00 4,823.000 19,581.38 5,810.000 23,588 061 TEMPORARY SILT FENCE LF 3.5700 10,281.60 0.000 0 062 STREET SWEEPING (DAY) DAY 2,476.8000 1,617,350.40 22.000 54,489.60 22.000 54,489 063 TEMPORARY CONSTRUCTION ENTRANCE EA 4,439.2300 44,392.30 0.000 0 064 TEMPORARY CONCRETE WASHOUT (EA) EA 2,871.1500 51,680.70 0.000 0 065 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 849.0500 279,337.45 25.000 21,226.25 25.000 21,226 066 CONTRACTOR-SUPPLIED ARCHEOLOGIST (DAY) DAY 1,460.1600 480,392.64 36.000 52,565.76 36.000 52,565 067 NATURAL RESOURCE PROTECTION PLAN (EA) EA 4,125.6600 4,125.66 1.000 4,125.66 1.000 4,125 068 CLEAN EQUIPMENT (INVASIVE SPECIES EA 2,292.7900 45,855.80 3.000 6,878.37 3.000 6,878 PROTECTION) (TRENCHER OR HORIZONTAL DIRECTIONAL DRILL) 069 CLEAN EQUIPMENT (INVASIVE SPECIES EA 573.2100 13,757.04 2.000 1,146.42 2.000 1,146 PROTECTION) (OTHER OFF-ROAD EQUIPMENT) PROGRAM CAS145 PAGE 4 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J40U4 TIME 09:44 AM ESTIMATE NO. 002 BID OPENING 02/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 070 CLEARING AND GRUBBING (BRUSH) ACRE 5,218.7600 5,218.76 0.000 0 071 CLEARING AND GRUBBING (LOADING, HAULING CY 38.3200 383.20 0.000 0 AND DISPOSAL)(CY) 072 CLEARING AND GRUBBING (FOR HAUL DISTANCE CY 37.1000 37.10 0.000 0 51-100 MILES ADD) 073 ROADWAY EXCAVATION (501-1,000 CY) CY 30.5400 20,156.40 0.000 0 074 ROADWAY EXCAVATION (FOR NIGHT TIME WORK CY 7.1900 4,745.40 0.000 0 7:30 PM TO 6:00 AM ADD) 075 ROADWAY EXCAVATION (FOR EACH WORK CY 6.9300 4,573.80 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 076 ROADWAY EXCAVATION (MINIMAL DISTURBANCE CY 6.8100 4,494.60 0.000 0 AERIALLY DEPOSITED LEAD ADD) 077 STRUCTURE EXCAVATION (TYPE 1 CONDUIT) CY 105.9800 6,358.80 0.000 0 078 STRUCTURE EXCAVATION (MINIMAL CY 7.5200 451.20 0.000 0 DISTURBANCE AERIALLY DEPOSITED LEAD ADD) 079 STRUCTURE BACKFILL (TYPE 1 CONDUIT) CY 76.7700 4,606.20 0.000 0 080 STRUCTURE BACKFILL (SELECT BACKFILL)(FOR CY 30.1200 30.12 0.000 0 HAUL DISTANCE 10-35 MILES ADD) 081 STRUCTURE BACKFILL (SELECT BACKFILL)(FOR CY 60.1900 3,611.40 0.000 0 HAUL DISTANCE 39-60 MILES ADD) 082 STRUCTURE BACKFILL (SELECT BACKFILL)(FOR CY 75.2800 75.28 0.000 0 HAUL DISTANCE >60 MILES ADD) 083 SURPLUS EXCAVATED MATERIALS (CY) CY 45.7100 211,637.30 0.000 0 084 SURPLUS EXCAVATED MATERIALS (FOR HAUL CY 33.9600 157,234.80 0.000 0 DISTANCE 36-60 MILES ADD) 085 SURPLUS EXCAVATED MATERIALS (FOR TESTING CY 2.1100 9,769.30 0.000 0 ADD) 086 WOOD MULCH (501-1,000 CY) CY 71.3900 41,406.20 0.000 0 087 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 367.7400 2,206.44 0.000 0 088 MOVE-IN/MOVE-OUT (EROSION CONTROL)(FOR EA 156.8300 940.98 0.000 0 DISTANCE 51-100 MILES ADD) 089 MOVE-IN/MOVE-OUT (EROSION CONTROL)(FOR EA 156.8800 156.88 0.000 0 DISTANCE 101-150 MILES ADD) 090 MOVE-IN/MOVE-OUT (EROSION CONTROL)(FOR EA 773.3000 773.30 0.000 0 DISTANCE >150 MILES ADD) 091 BONDED FIBER MATRIX (SQFT) SQFT 0.1000 215.00 0.000 0 092 HYDROMULCH SQFT 0.0800 176.00 0.000 0 093 HYDROSEED SQFT 0.2300 506.00 0.000 0 094 CLASS 2 AGGREGATE BASE (51-200 CY) CY 156.7900 25,086.40 0.000 0 095 CLASS 2 AGGREGATE BASE (>200 CY) CY 140.6300 140.63 0.000 0 096 CLASS 2 AGGREGATE BASE (FOR HAUL CY 45.7000 7,312.00 0.000 0 DISTANCE 51-100 MILES ADD) PROGRAM CAS145 PAGE 5 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J40U4 TIME 09:44 AM ESTIMATE NO. 002 BID OPENING 02/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 097 CLASS 2 AGGREGATE BASE (FOR HAUL CY 68.5200 68.52 0.000 0 DISTANCE 101-150 MILES ADD) 098 CLASS 2 AGGREGATE BASE (FOR HAUL CY 1.0700 1.07 0.000 0 DISTANCE >150 MILES ADD) 099 CLASS 2 AGGREGATE BASE (FOR NIGHT TIME CY 15.3600 2,457.60 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 100 CLASS 2 AGGREGATE BASE (FOR WEEKEND WORK CY 6.9800 6.98 0.000 0 ADD) 101 HOT MIX ASPHALT (TYPE A)(2,001-5,000 TON 173.0500 678,356.00 0.000 0 TON) 102 HOT MIX ASPHALT (TYPE A)(FOR HAUL TON 13.1400 51,508.80 0.000 0 DISTANCE 51-100 MILES ADD) 103 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 18.6000 72,912.00 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 104 HOT MIX ASPHALT (TYPE A)(FOR EACH WORK TON 8.1100 31,791.20 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 105 MINOR HOT MIX ASPHALT (1-10 TON) TON 611.4900 611.49 0.000 0 106 MINOR HOT MIX ASPHALT (FOR HAUL DISTANCE TON 13.7400 13.74 0.000 0 51-100 MILES ADD) 107 MINOR HOT MIX ASPHALT (FOR NIGHT TIME TON 19.4800 19.48 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 108 MINOR HOT MIX ASPHALT (FOR WEEKEND WORK TON 32.4500 32.45 0.000 0 ADD) 109 TACK COAT TON 892.3200 9,815.52 0.000 0 110 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.7900 8,627.10 0.000 0 (DEPTH 0.15') 111 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.8200 204,624.00 0.000 0 (DEPTH 0.25') 112 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.6500 15,080.00 0.000 0 (FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 113 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.9700 22,504.00 0.000 0 (FOR EACH WORK RESTRICTED HOUR LESS THAN 8 HOURS ADD) 114 COLD PLANE ASPHALT CONCRETE PAVEMENT CY 24.0100 557,032.00 0.000 0 (FOR MILLINGS HAUL DISTANCE 51-100 MILES ADD) 115 COLD PLANE ASPHALT CONCRETE PAVEMENT CY 65.3700 65.37 0.000 0 (FOR MILLINGS HAUL DISTANCE 101-150 MILES ADD) 116 COLD PLANE ASPHALT CONCRETE PAVEMENT CY 1.0900 1.09 0.000 0 (FOR MILLINGS HAUL DISTANCE >150 MILES ADD) 117 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF 3.7900 864,120.00 0.000 0 118 INSTALL CONDUIT AROUND OBSTRUCTION LF 15.1400 570,778.00 180.000 2,725.20 570.000 8,629 (SHALLOW UNDERGROUND OBSTRUCTION ADD) 119 INSTALL CONDUIT AROUND OBSTRUCTION (DEEP LF 1.0300 329.60 1,260.000 1,297.80 1,350.000 1,390 UNDERGROUND OBSTRUCTION ADD) 120 INSTALL CONDUIT AROUND OBSTRUCTION LF 3.0300 3.03 0.000 0 (BELOW DRAINAGE CHANNELS, DITCHES OR CULVERT ADD) PROGRAM CAS145 PAGE 6 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J40U4 TIME 09:44 AM ESTIMATE NO. 002 BID OPENING 02/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 121 INSTALL CONDUIT AROUND OBSTRUCTION LF 1.1400 1.14 0.000 0 (SURFACE OBSTRUCTION ADD) 122 INSTALL VAULT (TYPE 1) EA 1,108.4200 48,770.48 1.000 1,108.42 2.000 2,216 123 INSTALL VAULT (TYPE 2) EA 1,152.5500 18,440.80 1.000 1,152 124 INSTALL VAULT (TYPE 3) EA 1,746.2200 104,773.20 4.000 6,984.88 4.000 6,984 125 INSTALL VAULT (FOR BOULDERS - ROCK ADD) EA 359.0900 46,681.70 4.000 1,436.36 4.000 1,436 126 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 26.4500 3,438.50 0.000 0 PM TO 6:00 AM ADD) 127 INSTALL VAULT (FOR EACH WORK RESTRICTED EA 81.1800 81.18 0.000 0 HOUR LESS THAN 8 HOURS ADD) 128 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 2.3300 559,200.00 0.000 0 (TYPE 1) 129 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.1600 38,400.00 0.000 0 TIME WORK 7:30 PM TO 6:00 AM ADD) 130 INSTALL FIBER OPTIC CABLE (FOR EACH WORK LF 0.3200 0.32 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 131 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 800.1700 8,801.87 0.000 0 132 INSTALL SPLICE ENCLOSURE (TYPE 2) EA 908.3300 908.33 0.000 0 133 INSTALL SPLICE ENCLOSURE (FOR NIGHT TIME EA 267.1400 2,938.54 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 134 INSTALL SPLICE ENCLOSURE (FOR EACH WORK EA 267.1100 267.11 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 135 SPLICE FIBER OPTIC CABLE 288 STRANDS EA 3,342.1400 36,763.54 0.000 0 (TYPE 1) 136 SPLICE FIBER OPTIC CABLE (FOR NIGHT TIME EA 670.6200 7,376.82 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 137 SPLICE FIBER OPTIC CABLE (FOR EACH WORK EA 302.9300 302.93 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 138 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 30.3500 3,642.00 0.000 0 139 INSTALL FLEXIBLE POST DELINEATOR EA 60.7200 1,821.60 0.000 0 NON-REFLECTIVE CLASS 1 140 METALLIC DISK MARKER EA 60.7400 32,799.60 0.000 0 141 INSTALL GROUND ROD IN PULL VAULT EA 56.2400 5,624.00 0.000 0 142 INSTALL CONDUIT 24" DEPTH TRENCH METHOD LF 20.3000 20.30 0.000 0 (1-2" HDPE)(SOIL) 143 INSTALL CONDUIT 24" DEPTH TRENCH METHOD LF 20.6300 20.63 0.000 0 (1-2" HDPE)(SOIL - COBBLES) 144 INSTALL CONDUIT 24" DEPTH TRENCH METHOD LF 27.3600 27.36 0.000 0 (1-2" HDPE)(SOIL - BOULDERS) 145 INSTALL CONDUIT 24" DEPTH TRENCH METHOD LF 33.1100 11,257.40 0.000 0 (1-2" HDPE)(ROCK 1) 146 INSTALL CONDUIT 24" DEPTH TRENCH METHOD LF 43.1300 43.13 0.000 0 (1-2" HDPE)(ROCK 2) 147 INSTALL CONDUIT 24" DEPTH TRENCH METHOD LF 53.1100 53.11 0.000 0 (1-2" HDPE)(ROCK 3) PROGRAM CAS145 PAGE 7 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J40U4 TIME 09:44 AM ESTIMATE NO. 002 BID OPENING 02/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 148 INSTALL CONDUIT 24" DEPTH TRENCH METHOD LF 1.0800 367.20 0.000 0 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 149 INSTALL CONDUIT 24" DEPTH TRENCH METHOD LF 0.7600 258.40 0.000 0 (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 150 INSTALL CONDUIT 24" DEPTH TRENCH METHOD LF 2.7600 2.76 0.000 0 (1-2" HDPE)(FOR WEEKEND WORK ADD) 151 INSTALL CONDUIT 24" DEPTH TRENCH METHOD LF 3.4600 3.46 0.000 0 (1-2" HDPE)(FOR EACH RESTRICTED HOUR LESS THAN 8 HOURS ADD) 152 INSTALL CONDUIT 24" DEPTH TRENCH METHOD LF 9.1400 3,107.60 0.000 0 (1-2" HDPE)(FOR MINIMAL DISTURBANCE AERIALLY DEPOSITED LEAD SOIL ADD) 153 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 12.7000 12.70 0.000 0 (1-2" HDPE)(SOIL) 154 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 14.2100 14.21 0.000 0 (1-2" HDPE)(SOIL - COBBLES) 155 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 22.0000 1,320.00 0.000 0 (1-2" HDPE)(SOIL - BOULDERS) 156 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 28.9500 28.95 0.000 0 (1-2" HDPE)(ROCK 1) 157 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 41.7000 41.70 0.000 0 (1-2" HDPE)(ROCK 2) 158 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 54.3900 54.39 0.000 0 (1-2" HDPE)(ROCK 3) 159 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 1.0800 64.80 0.000 0 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 160 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 0.7600 45.60 0.000 0 (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 161 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 3.4600 3.46 0.000 0 (1-2" HDPE)(FOR EACH RESTRICTED HOUR LESS THAN 8 HOURS ADD) 162 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 9.1400 548.40 0.000 0 (1-2" HDPE)(FOR MINIMAL DISTURBANCE AERIALLY DEPOSITED LEAD SOIL ADD) 163 INSTALL CONDUIT TRENCH IN PAVEMENT LF 21.2300 21.23 0.000 0 METHOD (1-2" HDPE)(SOIL) 164 INSTALL CONDUIT TRENCH IN PAVEMENT LF 21.5000 72,885.00 3,528.000 75,852 METHOD (1-2" HDPE)(SOIL - COBBLES) 165 INSTALL CONDUIT TRENCH IN PAVEMENT LF 24.4300 701,141.00 2,773.000 67,744.39 3,433.000 83,868 METHOD (1-2" HDPE)(SOIL - BOULDERS) 166 INSTALL CONDUIT TRENCH IN PAVEMENT LF 27.9100 362,830.00 3,892.000 108,625.72 3,892.000 108,625 METHOD (1-2" HDPE)(ROCK 1) 167 INSTALL CONDUIT TRENCH IN PAVEMENT LF 33.2400 166,200.00 0.000 0 METHOD (1-2" HDPE)(ROCK 2) 168 INSTALL CONDUIT TRENCH IN PAVEMENT LF 38.5600 49,742.40 2,366.000 91,232.96 2,566.000 98,944 METHOD (1-2" HDPE)(ROCK 3) 169 INSTALL CONDUIT TRENCH IN PAVEMENT LF 1.6200 41,634.00 0.000 0 METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) PROGRAM CAS145 PAGE 8 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J40U4 TIME 09:44 AM ESTIMATE NO. 002 BID OPENING 02/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 170 INSTALL CONDUIT TRENCH IN PAVEMENT LF 6.5400 6.54 0.000 0 METHOD (1-2" HDPE)(FOR EACH WORK RESTRICTED HOUR LESS THAN 8 HOURS ADD) 171 INSTALL CONDUIT TRENCH IN PAVEMENT LF 2.6000 2.60 0.000 0 METHOD (1-2" HDPE)(SOIL)(FOR 4-INCHES ADDITIONAL MINIMUM DEPTH ADD) 172 INSTALL CONDUIT TRENCH IN PAVEMENT LF 5.1900 5.19 0.000 0 METHOD (1-2" HDPE)(SOIL)(FOR 8-INCHES ADDITIONAL MINIMUM DEPTH ADD) 173 INSTALL CONDUIT TRENCH IN PAVEMENT LF 7.7900 7.79 0.000 0 METHOD (1-2" HDPE)(SOIL)(FOR 12-INCHES ADDITIONAL MINIMUM DEPTH ADD) 174 INSTALL CONDUIT TRENCH IN PAVEMENT LF 10.3800 10.38 0.000 0 METHOD (1-2" HDPE)(SOIL)(FOR 16-INCHES ADDITIONAL MINIMUM DEPTH ADD) 175 INSTALL CONDUIT TRENCH IN PAVEMENT LF 12.9800 12.98 0.000 0 METHOD (1-2" HDPE)(SOIL)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 176 INSTALL CONDUIT TRENCH IN PAVEMENT LF 2.7600 2.76 409.000 1,128.84 409.000 1,128 METHOD (1-2" HDPE)(SOIL - COBBLES)(FOR 4-INCHES ADDITIONAL MINIMUM DEPTH ADD) 177 INSTALL CONDUIT TRENCH IN PAVEMENT LF 5.5200 5.52 0.000 0 METHOD (1-2" HDPE)(SOIL - COBBLES)(FOR 8-INCHES ADDITIONAL MINIMUM DEPTH ADD) 178 INSTALL CONDUIT TRENCH IN PAVEMENT LF 8.2700 8.27 400.000 3,308.00 400.000 3,308 METHOD (1-2" HDPE)(SOIL - COBBLES)(FOR 12-INCHES ADDITIONAL MINIMUM DEPTH ADD) 179 INSTALL CONDUIT TRENCH IN PAVEMENT LF 11.0300 11.03 0.000 0 METHOD (1-2" HDPE)(SOIL - COBBLES)(FOR 16-INCHES ADDITIONAL MINIMUM DEPTH ADD) 180 INSTALL CONDUIT TRENCH IN PAVEMENT LF 13.7900 46,748.10 0.000 0 METHOD (1-2" HDPE)(SOIL - COBBLES)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 181 INSTALL CONDUIT TRENCH IN PAVEMENT LF 3.0800 3.08 2,980.000 9,178.40 2,980.000 9,178 METHOD (1-2" HDPE)(SOIL - BOULDERS)(FOR 4-INCHES ADDITIONAL MINIMUM DEPTH ADD) 182 INSTALL CONDUIT TRENCH IN PAVEMENT LF 6.1700 6.17 0.000 0 METHOD (1-2" HDPE)(SOIL - BOULDERS)(FOR 8-INCHES ADDITIONAL MINIMUM DEPTH ADD) 183 INSTALL CONDUIT TRENCH IN PAVEMENT LF 9.2500 9.25 1,583.000 14,642.75 1,583.000 14,642 METHOD (1-2" HDPE)(SOIL - BOULDERS)(FOR 12-INCHES ADDITIONAL MINIMUM DEPTH ADD) 184 INSTALL CONDUIT TRENCH IN PAVEMENT LF 12.3300 12.33 0.000 0 METHOD (1-2" HDPE)(SOIL - BOULDERS)(FOR 16-INCHES ADDITIONAL MINIMUM DEPTH ADD) 185 INSTALL CONDUIT TRENCH IN PAVEMENT LF 15.4100 442,267.00 0.000 0 METHOD (1-2" HDPE)(SOIL - BOULDERS)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 186 INSTALL CONDUIT TRENCH IN PAVEMENT LF 3.3500 3.35 2,410.000 8,073.50 2,410.000 8,073 METHOD (1-2" HDPE)(ROCK 1)(FOR 4-INCHES ADDITIONAL MINIMUM DEPTH ADD) 187 INSTALL CONDUIT TRENCH IN PAVEMENT LF 6.7100 6.71 0.000 0 METHOD (1-2" HDPE)(ROCK 1)(FOR 8-INCHES ADDITIONAL MINIMUM DEPTH ADD) PROGRAM CAS145 PAGE 9 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J40U4 TIME 09:44 AM ESTIMATE NO. 002 BID OPENING 02/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 188 INSTALL CONDUIT TRENCH IN PAVEMENT LF 10.0600 10.06 552.000 5,553.12 552.000 5,553 METHOD (1-2" HDPE)(ROCK 1)(FOR 12-INCHES ADDITIONAL MINIMUM DEPTH ADD) 189 INSTALL CONDUIT TRENCH IN PAVEMENT LF 13.4100 174,330.00 0.000 0 METHOD (1-2" HDPE)(ROCK 1)(FOR 16-INCHES ADDITIONAL MINIMUM DEPTH ADD) 190 INSTALL CONDUIT TRENCH IN PAVEMENT LF 16.7600 16.76 0.000 0 METHOD (1-2" HDPE)(ROCK 1)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 191 INSTALL CONDUIT TRENCH IN PAVEMENT LF 4.0000 4.00 0.000 0 METHOD (1-2" HDPE)(ROCK 2)(FOR 4-INCHES ADDITIONAL MINIMUM DEPTH ADD) 192 INSTALL CONDUIT TRENCH IN PAVEMENT LF 8.0000 8.00 0.000 0 METHOD (1-2" HDPE)(ROCK 2)(FOR 8-INCHES ADDITIONAL MINIMUM DEPTH ADD) 193 INSTALL CONDUIT TRENCH IN PAVEMENT LF 12.0100 12.01 0.000 0 METHOD (1-2" HDPE)(ROCK 2)(FOR 12-INCHES ADDITIONAL MINIMUM DEPTH ADD) 194 INSTALL CONDUIT TRENCH IN PAVEMENT LF 16.0100 16.01 0.000 0 METHOD (1-2" HDPE)(ROCK 2)(FOR 16-INCHES ADDITIONAL MINIMUM DEPTH ADD) 195 INSTALL CONDUIT TRENCH IN PAVEMENT LF 20.0100 100,050.00 0.000 0 METHOD (1-2" HDPE)(ROCK 2)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 196 INSTALL CONDUIT TRENCH IN PAVEMENT LF 4.6000 4.60 2,628.000 12,088.80 2,628.000 12,088 METHOD (1-2" HDPE)(ROCK 3)(FOR 4-INCHES ADDITIONAL MINIMUM DEPTH ADD) 197 INSTALL CONDUIT TRENCH IN PAVEMENT LF 9.1900 9.19 0.000 0 METHOD (1-2" HDPE)(ROCK 3)(FOR 8-INCHES ADDITIONAL MINIMUM DEPTH ADD) 198 INSTALL CONDUIT TRENCH IN PAVEMENT LF 13.7900 13.79 750.000 10,342.50 750.000 10,342 METHOD (1-2" HDPE)(ROCK 3)(FOR 12-INCHES ADDITIONAL MINIMUM DEPTH ADD) 199 INSTALL CONDUIT TRENCH IN PAVEMENT LF 18.3900 18.39 0.000 0 METHOD (1-2" HDPE)(ROCK 3)(FOR 16-INCHES ADDITIONAL MINIMUM DEPTH ADD) 200 INSTALL CONDUIT TRENCH IN PAVEMENT LF 22.9800 29,644.20 0.000 0 METHOD (1-2" HDPE)(ROCK 3)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 201 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 46.0100 46.01 0.000 0 DRILLING METHOD (1-2" HDPE)(SOIL) 202 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 58.4900 1,310,176.00 640.000 37,433.60 640.000 37,433 DRILLING METHOD (1-2" HDPE)(SOIL - COBBLES) 203 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 75.5700 9,446,250.00 2,675.000 202,149.75 4,200.000 317,394 DRILLING METHOD (1-2" HDPE)(SOIL - BOULDERS) 204 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 89.8800 89.88 0.000 0 DRILLING METHOD (1-2" HDPE)(ROCK 1) 205 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 113.4500 1,384,090.00 550.000 62,397.50 1,600.000 181,520 DRILLING METHOD (1-2" HDPE)(ROCK 2) 206 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 157.9200 2,068,752.00 1,328.000 209,717.76 1,783.000 281,571 DRILLING METHOD (1-2" HDPE)(ROCK 3) PROGRAM CAS145 PAGE 10 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J40U4 TIME 09:44 AM ESTIMATE NO. 002 BID OPENING 02/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 207 CONDUIT HORIZONTAL DIRECTIONAL DRILLING LF 2.0000 346,000.00 0.000 0 METHOD (1-2" TYPE 1)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 208 CONDUIT HORIZONTAL DIRECTIONAL DRILLING LF 6.6000 6.60 0.000 0 METHOD (1-2" TYPE 1)(FOR EACH WORK RESTRICTED HOUR LESS THAN 8 HOURS ADD) 209 CONDUIT ON STRUCTURE (1-2" TYPE LF 115.3400 365,627.80 0.000 0 1)(OVERHANG) 210 CONDUIT ON STRUCTURE (1-2" TYPE LF 217.3500 113,022.00 0.000 0 1)(GIRDER) 211 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR LF 8.7600 32,236.80 0.000 0 NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 212 CONDUIT EXPANSION FITTING (2" TYPE 1) EA 364.2100 4,370.52 0.000 0 213 CONDUIT EXPANSION-DEFLECTION FITTING (2" EA 576.6700 8,073.38 0.000 0 TYPE 1) 214 MAGNESIUM GROUNDING ANODE EA 161.9300 4,210.18 0.000 0 215 LABEL SPLICE ENCLOSURE EA 14.8700 148.70 0.000 0 216 DELINEATOR (CLASS 2) EA 211.1200 126,672.00 0.000 0 217 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 20,540.00 0.000 0 (5,001-25,000 FEET) 218 PULL BOX MOUNTED ON STRUCTURE (2-2" EA 1,432.9000 1,432.90 0.000 0 CONDUIT) PROGRAM CAS145 PAGE 11 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J40U4 TIME 09:44 AM ESTIMATE NO. 002 BID OPENING 02/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,796,655.30 3,245,245.22 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,796,655.30 3,245,245.22 219 MOBILIZATION LS 5,170,748.4700 5,170,748.47 0.500 2,585,374.24 0.500 2,585,374 ORIGINAL CONTRACT AMOUNT 51,749,000.73 TOTAL WORK COMPLETED 5,382,029.54 5,830,619.46 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -1,000.00 -1,000.00 TOTAL 5,381,029.54 5,829,619.46 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 03/12/25 329 07/08/25 07/08/25 11/03/26 31 3 0 0 11% 9% PROGRESS IS SATISFACTORY ALTERTON, NATHAN RESIDENT ENGINEER