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 06/23/25 EST. NO. 002 TIME 10:23 AM R.E. NAME: SHAWN HAGSTROM 03-3J3604 --------------------------------------------------------------------------- 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 06/23/25 EST. NO. 002 TIME 10:23 AM R.E. NAME: SHAWN HAGSTROM 03-3J3604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J3604 TIME 10:23 AM ESTIMATE NO. 002 BID OPENING 01/24/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: SHAWN HAGSTROM DATE OF THIS ESTIMATE 06/23/25 LOCATION PROGRESS ESTIMATE 03-NEV-89-R5.3/8.7 ----------------- 03-SIE-89-0.0/29.6 TEICHERT ENERGY & UTILITIES NEVADA AND SIERRA COUNTIES FROM ROUTE GROUP, INC. 80/89 SEPARATION IN TRUCKEE TO PLUMAS 3500 AMERICAN RIVER DRIVE COUNTY LINE ABOUT 6 MILES NORTH OF CALPINE SACRAMENTO CA 95864 FED. AID NO. N O N E CONSTRUCT 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 113,700.00 115.000 17,434.00 233.000 35,322 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 697.6300 397,649.10 39.000 27,207.57 158.000 110,225 INFRASTRUCTURE 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 235.7900 23,579.00 8.000 1,886.32 10.000 2,357 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 004 POSITIVE LOCATION EXISTING SUBSURFACE EA 283.3800 14,169.00 0.000 0 INFRASTRUCTURE (FOR DEPTH 10' TO 15' ADD) 005 POSITIVE LOCATION EXISTING SUBSURFACE EA 326.7500 13,070.00 0.000 0 INFRASTRUCTURE (FOR DEPTH 15' TO 20' ADD) 006 LEAD COMPLIANCE PLAN (EA) EA 3,882.8600 3,882.86 1.000 3,882 007 SUBSISTENCE (CABLE SPLICER) DAY 170.3500 13,968.70 0.000 0 008 SUBSISTENCE (CARPENTER) DAY 54.0800 540.80 0.000 0 009 SUBSISTENCE (CEMENT MASON) DAY 70.3000 703.00 0.000 0 010 SUBSISTENCE (COMMUNICATION & SYSTEM DAY 227.1400 24,985.40 0.000 0 INSTALLER) 011 SUBSISTENCE (OPERATING ENGINEER) DAY 86.5300 166,570.25 81.000 7,008.93 112.000 9,691 012 SUBSISTENCE (TEAMSTER) DAY 21.6300 4,369.26 0.000 0 013 SUBSISTENCE (LABORER) DAY 75.7100 167,016.26 207.000 15,671.97 356.000 26,952 014 TRAVEL TIME (LABORER) HR 76.4700 249,751.02 176.000 13,458.72 312.000 23,858 015 SUBSISTENCE (TRAFFIC CONTROL/LANE DAY 43.2600 81,328.80 100.000 4,326.00 170.000 7,354 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 016 TRAVEL TIME (TRAFFIC CONTROL/LANE HR 76.4800 232,499.20 82.000 6,271.36 150.000 11,472 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 017 ELEVATED FIRE HAZARD (TYPE 2) DAY 1,544.4000 339,768.00 14.000 21,621.60 14.000 21,621 018 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 2,790.5300 2,790.53 1.000 2,790 (BASELINE) 019 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,281.7000 14,098.70 1.000 1,281 (MONTHLY UPDATED SCHEDULE) 020 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 21,632.2200 4,759,088.40 16.000 346,115.52 33.000 713,863 VALUE GREATER THAN $25M (200-300 WDAYS) PROGRAM CAS145 PAGE 2 DATE 06/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J3604 TIME 10:23 AM ESTIMATE NO. 002 BID OPENING 01/24/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: SHAWN HAGSTROM DATE OF THIS ESTIMATE 06/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 021 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 265.0400 5,830.88 10.000 2,650 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) 022 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 264.9500 5,299.00 0.000 0 AXLE TRUCK)(FOR HAUL DISTANCE 51-100 MILES ADD) 023 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 529.9000 529.90 9.000 4,769.10 9.000 4,769 AXLE TRUCK)(FOR HAUL DISTANCE 101-150 MILES ADD) 024 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 1,060.1400 2,120.28 -9.000 -9,541.26 0.000 0 AXLE TRUCK)(FOR HAUL DISTANCE >150 MILES ADD) 025 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 643.5500 193,065.00 1.000 643 TRACTOR AND TRAILER) 026 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 513.6300 13,354.38 0.000 0 TRACTOR AND TRAILER)(FOR HAUL DISTANCE 51-100 MILES ADD) 027 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 1,027.2600 1,027.26 1.000 1,027.26 1.000 1,027 TRACTOR AND TRAILER)(FOR HAUL DISTANCE 101-150 MILES ADD) 028 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 1,541.5000 1,541.50 -1.000 -1,541.50 0.000 0 TRACTOR AND TRAILER)(FOR HAUL DISTANCE >150 MILES ADD) 029 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 1.000 6,000.00 1.000 6,000 030 HOURLY OFF-SITE HR 200.0000 12,000.00 2.000 400.00 2.000 400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 031 CONSTRUCTION AREA SIGNS (ONE POST) EA 329.9500 1,979.70 14.000 4,619.30 39.000 12,868 032 CONSTRUCTION AREA SIGNS (TWO POST) EA 605.6700 1,211.34 2.000 1,211 033 TRAFFIC CONTROL SYSTEM (TWO LANE EA 3,726.3300 1,714,111.80 33.000 122,968.89 54.000 201,221 CONVENTIONAL HIGHWAY REVERSIBLE CONTROL) 034 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 3,228.7900 12,915.16 0.000 0 RAMP CLOSURE) 035 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,726.2400 37,262.40 2.000 7,452 CLOSURE) 036 ADDITIONAL OR ADVANCE FLAGGER (DAY) DAY 1,443.9800 144,398.00 13.000 18,771 037 PORTABLE CHANGEABLE MESSAGE SIGN DAY 127.6500 119,991.00 53.000 6,765.45 91.000 11,616 038 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 243.3800 223,909.60 48.000 11,682.24 78.000 18,983 (DAY) 039 JOB SITE MANAGEMENT (DAY) DAY 37.8900 8,335.80 16.000 606.24 35.000 1,326 040 LINEAR CONSTRUCTION ACTIVITY EA 3,244.8000 6,489.60 1.000 3,244 NOTIFICATION 041 STORM WATER SAMPLING AND ANALYSIS DAY EA 237.9500 11,897.50 0.000 0 042 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 043 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 367.8500 2,207.10 2.000 735 CONTROL) PROGRAM CAS145 PAGE 3 DATE 06/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J3604 TIME 10:23 AM ESTIMATE NO. 002 BID OPENING 01/24/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: SHAWN HAGSTROM DATE OF THIS ESTIMATE 06/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 044 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 156.8300 940.98 2.000 313 CONTROL)(FOR DISTANCE 51-100 MILES ADD) 045 TEMPORARY HYDRAULIC MULCH SQYD 3.4100 41,261.00 0.000 0 046 TEMPORARY CHECK DAM LF 4.9800 697.20 0.000 0 047 TEMPORARY DRAINAGE INLET PROTECTION EA 167.5800 1,675.80 19.000 3,184.02 19.000 3,184 048 TEMPORARY FIBER ROLL LF 4.0600 812,000.00 11,573.000 46,986.38 13,719.000 55,699 049 TEMPORARY SILT FENCE LF 3.5700 714.00 0.000 0 050 STREET SWEEPING (DAY) DAY 2,476.8000 297,216.00 0.000 0 051 TEMPORARY CONSTRUCTION ENTRANCE EA 4,439.2300 4,439.23 1.000 4,439 052 TEMPORARY CONCRETE WASHOUT (EA) EA 2,871.1500 57,423.00 0.000 0 053 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 849.0500 158,772.35 32.000 27,169.60 51.000 43,301 054 CONTRACTOR-SUPPLIED ARCHEOLOGIST (DAY) DAY 1,460.1600 321,235.20 18.000 26,282.88 31.000 45,264 055 ROADWAY EXCAVATION (1-100 CY) CY 1.0500 1.05 0.000 0 056 ROADWAY EXCAVATION (FOR NIGHT TIME WORK CY 7.1900 7.19 0.000 0 7:30 PM TO 6:00 AM ADD) 057 ROADWAY EXCAVATION (FOR WEEKEND WORK CY 5.8900 5.89 0.000 0 ADD) 058 ROADWAY EXCAVATION (FOR EACH WORK CY 6.9300 6.93 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 059 STRUCTURE EXCAVATION (TYPE 1 CONDUIT) CY 105.9800 4,345.18 0.000 0 060 STRUCTURE BACKFILL (TYPE 1 CONDUIT) CY 76.7700 3,147.57 0.000 0 061 STRUCTURE BACKFILL (SELECT BACKFILL)(FOR CY 60.1900 2,467.79 0.000 0 HAUL DISTANCE 39-60 MILES ADD) 062 SURPLUS EXCAVATED MATERIALS (CY) CY 45.7100 190,153.60 60.500 2,765.46 74.500 3,405 063 SURPLUS EXCAVATED MATERIALS (FOR HAUL CY 39.6400 164,902.40 0.000 0 DISTANCE >60 MILES ADD) 064 SURPLUS EXCAVATED MATERIALS (FOR TESTING CY 2.1100 8,777.60 0.000 0 ADD) 065 WOOD MULCH (>1,0000 CY) CY 68.1500 81,098.50 0.000 0 066 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 367.7400 367.74 0.000 0 067 MOVE-IN/MOVE-OUT (EROSION CONTROL)(FOR EA 156.8300 156.83 0.000 0 DISTANCE 51-100 MILES ADD) 068 HOT MIX ASPHALT (TYPE A)(501-2,000 TON) TON 183.8300 272,068.40 0.000 0 069 HOT MIX ASPHALT (TYPE A)(FOR HAUL TON 13.1400 19,447.20 0.000 0 DISTANCE 51-100 MILES ADD) 070 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 18.6000 27,528.00 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) PROGRAM CAS145 PAGE 4 DATE 06/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J3604 TIME 10:23 AM ESTIMATE NO. 002 BID OPENING 01/24/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: SHAWN HAGSTROM DATE OF THIS ESTIMATE 06/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 071 HOT MIX ASPHALT (TYPE A)(FOR WEEKEND TON 27.5300 27.53 0.000 0 WORK ADD) 072 HOT MIX ASPHALT (TYPE A)(FOR EACH WORK TON 8.1100 8.11 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 073 MINOR HOT MIX ASPHALT (>100 TON) TON 259.6400 259.64 0.000 0 074 MINOR HOT MIX ASPHALT (FOR HAUL DISTANCE TON 13.7400 13.74 0.000 0 51-100 MILES ADD) 075 MINOR HOT MIX ASPHALT (FOR NIGHT TIME TON 19.4800 19.48 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 076 TACK COAT TON 892.3195 3,658.51 0.000 0 077 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.8200 78,057.00 0.000 0 (DEPTH 0.25') 078 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.2500 46,462.50 0.000 0 (FOR LESS THAN 15,000 SQYD ADD) 079 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.6500 5,752.50 0.000 0 (FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 080 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.6200 1.62 0.000 0 (FOR WEEKEND WORK ADD) 081 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.9700 0.97 0.000 0 (FOR EACH WORK RESTRICTED HOUR LESS THAN 8 HOURS ADD) 082 COLD PLANE ASPHALT CONCRETE PAVEMENT CY 24.0100 17,767.40 0.000 0 (FOR MILLINGS HAUL DISTANCE 51-100 MILES ADD) 083 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF 3.7900 758,000.00 0.000 0 084 INSTALL CONDUIT AROUND OBSTRUCTION LF 15.1400 216,502.00 2,568.000 38,879.52 2,898.000 43,875 (SHALLOW UNDERGROUND OBSTRUCTION ADD) 085 INSTALL CONDUIT AROUND OBSTRUCTION (DEEP LF 1.0300 1,442.00 0.000 0 UNDERGROUND OBSTRUCTION ADD) 086 INSTALL CONDUIT AROUND OBSTRUCTION LF 3.0300 606.00 0.000 0 (BELOW DRAINAGE CHANNELS, DITCHES OR CULVERT ADD) 087 INSTALL CONDUIT AROUND OBSTRUCTION LF 1.1400 228.00 0.000 0 (SURFACE OBSTRUCTION ADD) 088 INSTALL VAULT (TYPE 1) EA 1,108.4200 75,372.56 2.000 2,216.84 4.000 4,433 089 INSTALL VAULT (TYPE 2) EA 1,152.5500 24,203.55 1.000 1,152.55 1.000 1,152 090 INSTALL VAULT (TYPE 3) EA 1,746.2200 22,700.86 6.000 10,477.32 6.000 10,477 091 INSTALL VAULT (FOR BOULDERS - ROCK ADD) EA 359.0900 19,749.95 0.000 0 092 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 26.4500 2,697.90 0.000 0 PM TO 6:00 AM ADD) 093 INSTALL VAULT (FOR WEEKEND WORK ADD) EA 216.2300 216.23 0.000 0 094 INSTALL VAULT (FOR EACH WORK RESTRICTED EA 81.1800 81.18 0.000 0 HOUR LESS THAN 8 HOURS ADD) 095 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 2.3300 491,630.00 0.000 0 (TYPE 1) PROGRAM CAS145 PAGE 5 DATE 06/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J3604 TIME 10:23 AM ESTIMATE NO. 002 BID OPENING 01/24/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: SHAWN HAGSTROM DATE OF THIS ESTIMATE 06/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 096 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.1600 33,760.00 0.000 0 TIME WORK 7:30 PM TO 6:00 AM ADD) 097 INSTALL FIBER OPTIC CABLE (FOR WEEKEND LF 0.3200 0.32 0.000 0 WORK ADD) 098 INSTALL FIBER OPTIC CABLE (FOR EACH WORK LF 0.3200 0.32 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 099 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 800.1700 8,801.87 0.000 0 100 INSTALL SPLICE ENCLOSURE (TYPE 2) EA 908.3300 908.33 0.000 0 101 INSTALL SPLICE ENCLOSURE (FOR NIGHT TIME EA 267.1400 3,205.68 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 102 INSTALL SPLICE ENCLOSURE (FOR WEEKEND EA 467.4500 467.45 0.000 0 WORK ADD) 103 INSTALL SPLICE ENCLOSURE (FOR EACH WORK EA 267.1100 267.11 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 104 SPLICE FIBER OPTIC CABLE 288 STRANDS EA 3,342.1400 40,105.68 0.000 0 (TYPE 1) 105 SPLICE FIBER OPTIC CABLE (FOR NIGHT TIME EA 670.6200 8,047.44 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 106 SPLICE FIBER OPTIC CABLE (FOR WEEKEND EA 1,000.3700 1,000.37 0.000 0 WORK ADD) 107 SPLICE FIBER OPTIC CABLE (FOR EACH WORK EA 302.9300 302.93 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 108 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 30.3500 3,338.50 0.000 0 109 METALLIC DISK MARKER EA 60.7400 32,192.20 0.000 0 110 INSTALL GROUND ROD IN PULL VAULT EA 56.2400 2,812.00 2.000 112 111 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 12.7000 24,638.00 0.000 0 (1-2" HDPE)(SOIL) 112 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 14.2100 36,519.70 0.000 0 (1-2" HDPE)(SOIL - COBBLES) 113 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 22.0000 72,160.00 0.000 0 (1-2" HDPE)(SOIL - BOULDERS) 114 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 28.9500 47,188.50 0.000 0 (1-2" HDPE)(ROCK 1) 115 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 41.7000 39,615.00 0.000 0 (1-2" HDPE)(ROCK 2) 116 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 54.3900 54.39 0.000 0 (1-2" HDPE)(ROCK 3) 117 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 1.0800 11,232.00 0.000 0 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 118 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 0.7600 7,904.00 0.000 0 (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 119 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 2.7600 2.76 0.000 0 (1-2" HDPE)(FOR WEEKEND WORK ADD) 120 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) PROGRAM CAS145 PAGE 6 DATE 06/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J3604 TIME 10:23 AM ESTIMATE NO. 002 BID OPENING 01/24/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: SHAWN HAGSTROM DATE OF THIS ESTIMATE 06/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 121 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 9.1400 95,056.00 0.000 0 (1-2" HDPE)(FOR MINIMAL DISTURBANCE AERIALLY DEPOSITED LEAD SOIL ADD) 122 INSTALL CONDUIT TRENCH IN PAVEMENT LF 21.2300 21.23 0.000 0 METHOD (1-2" HDPE)(SOIL) 123 INSTALL CONDUIT TRENCH IN PAVEMENT LF 21.5000 76,540.00 0.000 0 METHOD (1-2" HDPE)(SOIL - COBBLES) 124 INSTALL CONDUIT TRENCH IN PAVEMENT LF 24.4300 133,387.80 0.000 0 METHOD (1-2" HDPE)(SOIL - BOULDERS) 125 INSTALL CONDUIT TRENCH IN PAVEMENT LF 27.9100 101,592.40 0.000 0 METHOD (1-2" HDPE)(ROCK 1) 126 INSTALL CONDUIT TRENCH IN PAVEMENT LF 33.2400 240,990.00 0.000 0 METHOD (1-2" HDPE)(ROCK 2) 127 INSTALL CONDUIT TRENCH IN PAVEMENT LF 38.5600 38.56 0.000 0 METHOD (1-2" HDPE)(ROCK 3) 128 INSTALL CONDUIT TRENCH IN PAVEMENT LF 1.0800 21,492.00 0.000 0 METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 129 INSTALL CONDUIT TRENCH IN PAVEMENT LF 1.6200 32,238.00 0.000 0 METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 130 INSTALL CONDUIT TRENCH IN PAVEMENT LF 2.2700 2.27 0.000 0 METHOD (1-2" HDPE)(FOR WEEKEND WORK ADD) 131 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) 132 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) 133 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) 134 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) 135 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) 136 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) 137 INSTALL CONDUIT TRENCH IN PAVEMENT LF 2.7600 9,825.60 0.000 0 METHOD (1-2" HDPE)(SOIL - COBBLES)(FOR 4-INCHES ADDITIONAL MINIMUM DEPTH ADD) 138 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) 139 INSTALL CONDUIT TRENCH IN PAVEMENT LF 8.2700 8.27 0.000 0 METHOD (1-2" HDPE)(SOIL - COBBLES)(FOR 12-INCHES ADDITIONAL MINIMUM DEPTH ADD) 140 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) PROGRAM CAS145 PAGE 7 DATE 06/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J3604 TIME 10:23 AM ESTIMATE NO. 002 BID OPENING 01/24/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: SHAWN HAGSTROM DATE OF THIS ESTIMATE 06/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 141 INSTALL CONDUIT TRENCH IN PAVEMENT LF 13.7900 13.79 0.000 0 METHOD (1-2" HDPE)(SOIL - COBBLES)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 142 INSTALL CONDUIT TRENCH IN PAVEMENT LF 3.0800 16,816.80 0.000 0 METHOD (1-2" HDPE)(SOIL - BOULDERS)(FOR 4-INCHES ADDITIONAL MINIMUM DEPTH ADD) 143 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) 144 INSTALL CONDUIT TRENCH IN PAVEMENT LF 9.2500 9.25 0.000 0 METHOD (1-2" HDPE)(SOIL - BOULDERS)(FOR 12-INCHES ADDITIONAL MINIMUM DEPTH ADD) 145 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) 146 INSTALL CONDUIT TRENCH IN PAVEMENT LF 15.4100 15.41 0.000 0 METHOD (1-2" HDPE)(SOIL - BOULDERS)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 147 INSTALL CONDUIT TRENCH IN PAVEMENT LF 3.3500 12,194.00 0.000 0 METHOD (1-2" HDPE)(ROCK 1)(FOR 4-INCHES ADDITIONAL MINIMUM DEPTH ADD) 148 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) 149 INSTALL CONDUIT TRENCH IN PAVEMENT LF 10.0600 10.06 0.000 0 METHOD (1-2" HDPE)(ROCK 1)(FOR 12-INCHES ADDITIONAL MINIMUM DEPTH ADD) 150 INSTALL CONDUIT TRENCH IN PAVEMENT LF 13.4100 13.41 0.000 0 METHOD (1-2" HDPE)(ROCK 1)(FOR 16-INCHES ADDITIONAL MINIMUM DEPTH ADD) 151 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) 152 INSTALL CONDUIT TRENCH IN PAVEMENT LF 4.0000 29,000.00 0.000 0 METHOD (1-2" HDPE)(ROCK 2)(FOR 4-INCHES ADDITIONAL MINIMUM DEPTH ADD) 153 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) 154 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) 155 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) 156 INSTALL CONDUIT TRENCH IN PAVEMENT LF 20.0100 20.01 0.000 0 METHOD (1-2" HDPE)(ROCK 2)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 157 INSTALL CONDUIT TRENCH IN PAVEMENT LF 4.6000 4.60 0.000 0 METHOD (1-2" HDPE)(ROCK 3)(FOR 4-INCHES ADDITIONAL MINIMUM DEPTH ADD) 158 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) PROGRAM CAS145 PAGE 8 DATE 06/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J3604 TIME 10:23 AM ESTIMATE NO. 002 BID OPENING 01/24/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: SHAWN HAGSTROM DATE OF THIS ESTIMATE 06/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 159 INSTALL CONDUIT TRENCH IN PAVEMENT LF 13.7900 13.79 0.000 0 METHOD (1-2" HDPE)(ROCK 3)(FOR 12-INCHES ADDITIONAL MINIMUM DEPTH ADD) 160 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) 161 INSTALL CONDUIT TRENCH IN PAVEMENT LF 22.9800 22.98 0.000 0 METHOD (1-2" HDPE)(ROCK 3)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 162 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 46.0100 149,992.60 4,027.000 185,282.27 5,538.000 254,803 DRILLING METHOD (1-2" HDPE)(SOIL) 163 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 58.4900 2,596,956.00 15,830.000 925,896.70 18,823.000 1,100,957 DRILLING METHOD (1-2" HDPE)(SOIL - COBBLES) 164 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 75.5700 1,889,250.00 1,787.000 135,043.59 1,787.000 135,043 DRILLING METHOD (1-2" HDPE)(SOIL - BOULDERS) 165 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 89.8800 1,330,224.00 0.000 0 DRILLING METHOD (1-2" HDPE)(ROCK 1) 166 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 113.4500 9,212,140.00 0.000 0 DRILLING METHOD (1-2" HDPE)(ROCK 2) 167 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 157.9200 157.92 0.000 0 DRILLING METHOD (1-2" HDPE)(ROCK 3) 168 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 2.0000 338,000.00 0.000 0 DRILLING METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 169 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 14.6600 14.66 0.000 0 DRILLING METHOD (1-2" HDPE)(FOR WEEKEND WORK ADD) 170 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) 171 CONDUIT ON STRUCTURE (1-2" TYPE LF 115.3400 134,717.12 0.000 0 1)(OVERHANG) 172 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR LF 8.7600 10,231.68 0.000 0 NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 173 CONDUIT EXPANSION FITTING (2" TYPE 1) EA 364.2100 2,913.68 0.000 0 174 CONDUIT EXPANSION-DEFLECTION FITTING (2" EA 576.6700 4,613.36 0.000 0 TYPE 1) 175 MAGNESIUM GROUNDING ANODE EA 161.9300 8,744.22 0.000 0 176 LABEL SPLICE ENCLOSURE EA 14.8700 178.44 0.000 0 177 DELINEATOR (CLASS 2) EA 211.1200 128,783.20 0.000 0 178 6" THERMOPLASTIC TRAFFIC STRIPE (0-5,000 LF 3.9500 8,058.00 0.000 0 FEET) PROGRAM CAS145 PAGE 9 DATE 06/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J3604 TIME 10:23 AM ESTIMATE NO. 002 BID OPENING 01/24/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: SHAWN HAGSTROM DATE OF THIS ESTIMATE 06/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,014,094.84 2,970,061.28 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,014,094.84 2,970,061.28 179 MOBILIZATION LS 3,371,917.0900 3,371,917.09 0.500 1,685,958.55 0.500 1,685,958 ORIGINAL CONTRACT AMOUNT 33,746,241.75 TOTAL WORK COMPLETED 3,700,053.39 4,656,019.83 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,700,053.39 4,656,019.83 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 03/06/25 220 04/21/25 04/15/25 10/27/26 31 6 0 0 14% 14% PROGRESS IS SATISFACTORY SHAWN HAGSTROM RESIDENT ENGINEER