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 08/23/24 EST. NO. 004 TIME 04:22 PM R.E. NAME: NATHAN ALEXANDER 02-4J0514 --------------------------------------------------------------------------- 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 08/23/24 EST. NO. 004 TIME 04:22 PM R.E. NAME: NATHAN ALEXANDER 02-4J0514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 7/24 -10,000.00 003 DEDUCT LTTR 8/24 -5,000.00 004 -5,000.00 -15,000.00 TOTAL DEDUCTIONS -5,000.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4J0514 TIME 04:22 PM ESTIMATE NO. 004 BID OPENING 10/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 08/23/24 LOCATION PROGRESS ESTIMATE 02-SHA-5-R17.3/R25.0 ----------------- TEICHERT ENERGY & UTILITIES SHASTA COUNTY IN AND NEAR REDDING FROM GROUP, INC. ROUTE 299 TO WEST FORK STILLWATER CREEK 3500 AMERICAN RIVER DRIVE BRIDGE SACRAMENTO CA 95864 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 LEAD COMPLIANCE PLAN (EA) EA 3,589.9200 3,589.92 1.000 3,589 002 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 3,259.9600 97,798.80 20.000 65,199.20 73.000 237,977 EXPRESSWAYS 1 LANE CLOSURE) 003 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 2,985.2000 35,822.40 20.000 59,704.00 61.000 182,097 RAMP CLOSURE) 004 TRAFFIC CONTROL SYSTEM (CONNECTING RAMP EA 3,444.8000 3,444.80 1.000 3,444 CLOSURE) 005 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,445.1200 165,365.76 0.000 0 CLOSURE) 006 PORTABLE CHANGEABLE MESSAGE SIGN DAY 118.0200 23,604.00 31.000 3,658.62 92.000 10,857 007 PORTABLE RADAR SPEED FEEDBACK SIGN EA 90.0100 7,020.78 0.000 0 SYSTEM (EA) 008 JOB SITE MANAGEMENT (DAY) DAY 35.0300 3,222.76 22.000 770.66 72.000 2,522 009 STREET SWEEPING (DAY) DAY 2,289.9400 100,757.36 22.000 50,378.68 49.000 112,207 010 TEMPORARY CONCRETE WASHOUT (EA) EA 2,654.5400 2,654.54 0.000 0 011 ROADWAY EXCAVATION (101-500 CY) CY 50.6900 24,838.10 0.000 0 012 ROADWAY EXCAVATION (FOR NIGHT TIME WORK CY 6.6500 3,258.50 0.000 0 7:30 PM TO 6:00 AM ADD) 013 HOT MIX ASPHALT (TYPE A)(1-100 TON) TON 255.0800 7,397.32 0.000 0 014 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 17.2000 498.80 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 015 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.3500 1,278.65 0.000 0 (DEPTH 0.15') 016 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.8500 1,159.15 0.000 0 (FOR LESS THAN 15,000 SQYD ADD) 017 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.6000 143.40 0.000 0 (FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 018 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF 3.5000 145,250.00 0.000 0 019 INSTALL VAULT (TYPE 1) EA 1,024.8000 19,471.20 10.000 10,248.00 17.000 17,421 020 INSTALL VAULT (TYPE 2) EA 1,065.6000 6,393.60 4.000 4,262.40 5.000 5,328 021 INSTALL VAULT (FOR BOULDERS - ROCK ADD) EA 332.0000 6,308.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4J0514 TIME 04:22 PM ESTIMATE NO. 004 BID OPENING 10/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 08/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 2.1500 94,600.00 0.000 0 (TYPE 1) 023 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 739.8000 2,219.40 0.000 0 024 SPLICE FIBER OPTIC CABLE 288 STRANDS EA 3,090.0000 9,270.00 0.000 0 (TYPE 1) 025 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 28.0600 701.50 0.000 0 026 INSTALL FLEXIBLE POST DELINEATOR EA 56.1400 5,108.74 3.000 168 NON-REFLECTIVE CLASS 1 027 SUBSISTENCE (CABLE SPLICER) DAY 157.5000 1,260.00 0.000 0 028 SUBSISTENCE (COMMUNICATION & SYSTEM DAY 210.0000 8,400.00 0.000 0 INSTALLER) 029 SUBSISTENCE (OPERATING ENGINEER) DAY 80.0000 21,600.00 69.000 5,520.00 198.000 15,840 030 SUBSISTENCE (LABORER) DAY 70.0000 14,700.00 169.000 11,830.00 517.000 36,190 031 TRAVEL TIME (LABORER) HR 70.7000 27,573.00 140.000 9,898.00 446.000 31,532 032 SUBSISTENCE (TRAFFIC CONTROL/LANE DAY 40.0000 15,600.00 0.000 0 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 033 TRAVEL TIME (TRAFFIC CONTROL/LANE HR 70.7100 8,485.20 0.000 0 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 034 PRELIMINARY LOCATION EXISTING SUBSURFACE EA 140.1600 33,638.40 145.000 20,323 INFRASTRUCTURE 035 POSITIVE LOCATION EXISTING SUBSURFACE EA 645.0000 70,950.00 168.000 108,360 INFRASTRUCTURE 036 POSITIVE LOCATION EXISTING SUBSURFACE EA 218.0000 5,232.00 14.000 3,052 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 037 POSITIVE LOCATION EXISTING SUBSURFACE EA 262.0000 4,192.00 1.000 262 INFRASTRUCTURE (FOR DEPTH 10' TO 15' ADD) 038 POSITIVE LOCATION EXISTING SUBSURFACE EA 302.1000 2,416.80 0.000 0 INFRASTRUCTURE (FOR DEPTH 15' TO 20' ADD) 039 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 2,580.0000 2,580.00 0.000 0 (BASELINE) 040 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,185.0000 3,555.00 0.000 0 (MONTHLY UPDATED SCHEDULE) 041 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 20,000.6400 1,840,058.88 22.000 440,014.08 72.000 1,440,046 VALUE FROM $5M TO $10M (<=100 WDAYS) 042 CONSTRUCTION AREA SIGNS (ONE POST) EA 305.0600 3,660.72 12.000 3,660 043 CONSTRUCTION AREA SIGNS (TWO POST) EA 599.9800 1,199.96 2.000 1,199 044 INSTALL CONDUIT AROUND OBSTRUCTION LF 14.0000 22,400.00 0.000 0 (SHALLOW UNDERGROUND OBSTRUCTION ADD) 045 INSTALL CONDUIT AROUND OBSTRUCTION LF 2.8000 2,520.00 0.000 0 (BELOW DRAINAGE CHANNELS, DITCHES OR CULVERT ADD) PROGRAM CAS145 PAGE 3 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4J0514 TIME 04:22 PM ESTIMATE NO. 004 BID OPENING 10/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 08/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 046 INSTALL CONDUIT AROUND OBSTRUCTION LF 1.0500 945.00 0.000 0 (SURFACE OBSTRUCTION ADD) 047 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 24.4500 611.25 14.000 342.30 22.000 537 PM TO 6:00 AM ADD) 048 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.1500 6,600.00 0.000 0 TIME WORK 7:30 PM TO 6:00 AM ADD) 049 INSTALL SPLICE ENCLOSURE (FOR NIGHT TIME EA 246.9900 740.97 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 050 SPLICE FIBER OPTIC CABLE (FOR NIGHT TIME EA 620.0300 1,860.09 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 051 METALLIC DISK MARKER EA 56.1600 842.40 0.000 0 052 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 245.0400 980.16 0.000 0 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) 053 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 980.1600 3,920.64 0.000 0 AXLE TRUCK)(FOR HAUL DISTANCE >150 MILES ADD) 054 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 595.0000 1,785.00 0.000 0 TRACTOR AND TRAILER) 055 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 1,425.2000 4,275.60 0.000 0 TRACTOR AND TRAILER)(FOR HAUL DISTANCE >150 MILES ADD) 056 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 714.9600 4,289.76 1.000 714 CONTROL)(FOR DISTANCE>150 MILES ADD) 057 CLEARING AND GRUBBING (BRUSH) ACRE 4,825.0400 38,600.32 0.500 2,412 058 CLEARING AND GRUBBING (TREES UP TO 6" ACRE 8,419.6800 67,357.44 0.000 0 DIAMETER) 059 CLEARING AND GRUBBING (LOADING, HAULING CY 35.4300 21,612.30 0.000 0 AND DISPOSAL)(CY) 060 STRUCTURE EXCAVATION (TYPE 1 CONDUIT) CY 97.9800 489.90 0.000 0 061 STRUCTURE BACKFILL (TYPE 1 CONDUIT) CY 70.9800 354.90 0.000 0 062 CHECK AND TEST EXISTING IRRIGATION HR 200.0200 800.08 4.000 800 FACILITIES (MINIMUM 4 HOURS PER DAY) 063 OPERATE EXISTING IRRIGATION FACILITIES HR 199.9900 799.96 0.000 0 (MINIMUM 4 HOURS PER DAY) 064 MOVE-IN/MOVE-OUT (EROSION CONTROL)(FOR EA 714.9600 714.96 0.000 0 DISTANCE >150 MILES ADD) 065 CONTRACTOR-SUPPLIED ARCHEOLOGIST (DAY) DAY 1,350.0000 124,200.00 22.000 29,700.00 71.000 95,850 066 LINEAR CONSTRUCTION ACTIVITY EA 3,000.0000 3,000.00 1.000 3,000 NOTIFICATION 067 ROADWAY EXCAVATION (MINIMAL DISTURBANCE CY 6.3000 3,087.00 0.000 0 AERIALLY DEPOSITED LEAD ADD) 068 STRUCTURE EXCAVATION (MINIMAL CY 6.9500 34.75 0.000 0 DISTURBANCE AERIALLY DEPOSITED LEAD ADD) 069 INSTALL GROUND ROD IN PULL VAULT EA 52.0000 260.00 0.000 0 070 INSTALL CONDUIT 36" DEPTH TRENCH METHOD LF 35.0500 410,085.00 685.000 24,009.25 2,190.000 76,759 (1-2" HDPE)(ROCK 2) PROGRAM CAS145 PAGE 4 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4J0514 TIME 04:22 PM ESTIMATE NO. 004 BID OPENING 10/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 08/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 071 INSTALL CONDUIT 36" DEPTH TRENCH METHOD LF 1.0000 11,700.00 685.000 685.00 2,190.000 2,190 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 072 INSTALL CONDUIT 36" DEPTH TRENCH METHOD LF 0.7000 8,190.00 685.000 479.50 2,190.000 1,533 (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 073 INSTALL CONDUIT 36" DEPTH TRENCH METHOD LF 8.4500 98,865.00 0.000 0 (1-2" HDPE)(FOR MINIMAL DISTURBANCE AERIALLY DEPOSITED LEAD SOIL ADD) 074 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 13.1400 28,908.00 3,625.000 47,632.50 6,374.000 83,754 (1-2" HDPE)(SOIL - COBBLES) 075 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 1.0000 2,200.00 3,625.000 3,625.00 6,374.000 6,374 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 076 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 0.7000 1,540.00 3,625.000 2,537.50 6,374.000 4,461 (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 077 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 8.4500 18,590.00 0.000 0 (1-2" HDPE)(FOR MINIMAL DISTURBANCE AERIALLY DEPOSITED LEAD SOIL ADD) 078 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 54.0800 373,152.00 3,025.000 163,592.00 17,424.000 942,289 DRILLING METHOD (1-2" HDPE)(SOIL - COBBLES) 079 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 104.8900 2,181,712.00 7,664.000 803,876.96 10,507.000 1,102,079 DRILLING METHOD (1-2" HDPE)(ROCK 2) 080 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 1.8500 51,245.00 10,689.000 19,774.65 27,931.000 51,672 DRILLING METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 081 CONDUIT ON STRUCTURE (1-2" TYPE LF 106.6400 16,849.12 130.000 13,863 1)(OVERHANG) 082 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR LF 8.1000 1,279.80 130.000 1,053 NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 083 CONDUIT EXPANSION FITTING (2" TYPE 1) EA 336.7300 673.46 2.000 673 084 CONDUIT EXPANSION-DEFLECTION FITTING (2" EA 533.1600 1,066.32 0.000 0 TYPE 1) 085 MAGNESIUM GROUNDING ANODE EA 149.7100 2,095.94 0.000 0 086 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 12,000.00 1.000 6,000 087 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 088 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 560.1000 43,687.80 22.000 12,322.20 73.000 40,887 089 STORM WATER SAMPLING AND ANALYSIS DAY EA 220.0000 5,720.00 0.000 0 090 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 091 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 340.1000 2,040.60 0.000 0 CONTROL) 092 TEMPORARY HYDRAULIC MULCH SQYD 3.1500 48,825.00 0.000 0 093 TEMPORARY CHECK DAM LF 4.6000 1,978.00 72.000 331 PROGRAM CAS145 PAGE 5 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4J0514 TIME 04:22 PM ESTIMATE NO. 004 BID OPENING 10/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 08/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 094 TEMPORARY DRAINAGE INLET PROTECTION EA 154.9400 4,958.08 17.000 2,633 095 TEMPORARY CONSTRUCTION ENTRANCE EA 4,104.3200 12,312.96 0.000 0 096 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 784.9900 72,219.08 4.000 3,139 097 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 340.0000 340.00 0.000 0 098 BONDED FIBER MATRIX (SQFT) SQFT 0.0900 12,420.00 0.000 0 099 TACK COAT TON 825.0000 1,650.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4J0514 TIME 04:22 PM ESTIMATE NO. 004 BID OPENING 10/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 08/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,770,060.50 4,679,091.96 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,770,060.50 4,679,091.96 100 MOBILIZATION LS 730,500.0000 730,500.00 0.050 36,525.00 1.000 730,500 ORIGINAL CONTRACT AMOUNT 7,312,165.08 TOTAL WORK COMPLETED 1,806,585.50 5,409,591.96 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -5,000.00 -15,000.00 TOTAL 1,801,585.50 5,394,591.96 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 03/11/24 92 05/06/24 05/06/24 09/17/24 73 5 0 0 65% 79% PROGRESS IS SATISFACTORY NATHAN ALEXANDER RESIDENT ENGINEER