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 11/06/24 EST. NO. 006 TIME 11:18 AM R.E. NAME: KASSAYE SEYOUM 01-0L8714 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 485.04 E.W. @ U.P (+) 090324 N 1 002 0001-3 -239,853.90 E.W. @ U.P (+) 072024 N 1 DAO CORRECTING ENTRY 0001-4 235,998.90 072024 N 1 DAO CORRECTING ENTRY 0018-1 -467,100.07 082024 N 2 DAO CORRECTING ENTRY 0018-2 464,516.89 082024 N 2 DAO CORRECTING ENTRY 003 0001 49,651.68 E.W. @ U.P (+) 090324 N 1 004 0001 931.31 E.W. @ F.A.(+) 071024 N 0006.0 0002 4,004.44 071124 N 0007.0 0003 3,292.35 071524 N 0008.0 0004 3,576.50 070224 N 0005.0 0005 6,562.88 063024 N 0003.0 0006 6,732.77 070124 N 0004.0 0007 6,521.30 072424 N 0009.0 0008 5,572.07 072524 N 0010.0 0009 1,115.76 080624 N 0011.0 82,007.92 TOTAL THIS ESTIMATE 773,095.81 TOTAL PREVIOUS ESTIMATE 855,103.73 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 11/06/24 EST. NO. 006 TIME 11:18 AM R.E. NAME: KASSAYE SEYOUM 01-0L8714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-4401 -10,000.00 006 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM-2402 -10,000.00 006 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER 7/24 LTR DEDUCT -10,000.00 003 PER 8/24 LTR DEDUCT -10,000.00 004 DEDUCT LTTR 10/24 -2,000.00 006 -2,000.00 -22,000.00 TOTAL DEDUCTIONS -22,000.00 -42,000.00 PROGRAM CAS145 PAGE 1 DATE 11/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L8714 TIME 11:18 AM ESTIMATE NO. 006 BID OPENING 12/22/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/24 R.E. NAME: KASSAYE SEYOUM DATE OF THIS ESTIMATE 11/06/24 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 01-LAK-29-0.0/5.8 ---------------------------------------- TEICHERT ENERGY & UTILITIES LAKE COUNTY NEAR MIDDLETOWN FROM NAPA GROUP, INC. COUNTY LINE TO ROUTE 175 3500 AMERICAN RIVER DRIVE 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 PRELIMINARY LOCATION EXISTING SUBSURFACE EA 140.1600 13,595.52 64.000 8,970 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 645.0000 43,860.00 78.000 50,310 INFRASTRUCTURE 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 218.0000 3,270.00 20.000 4,360 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 004 POSITIVE LOCATION EXISTING SUBSURFACE EA 262.0000 2,620.00 1.000 262 INFRASTRUCTURE (FOR DEPTH 10' TO 15' ADD) 005 POSITIVE LOCATION EXISTING SUBSURFACE EA 302.1000 1,208.40 0.000 0 INFRASTRUCTURE (FOR DEPTH 15' TO 20' ADD) 006 LEAD COMPLIANCE PLAN (EA) EA 3,589.9200 3,589.92 1.000 3,589 007 SUBSISTENCE (CABLE SPLICER) DAY 157.5000 1,575.00 1.000 157.50 1.000 157 008 SUBSISTENCE (COMMUNICATION & SYSTEM DAY 210.0000 13,650.00 42.000 8,820.00 42.000 8,820 INSTALLER) 009 SUBSISTENCE (OPERATING ENGINEER) DAY 80.0000 24,000.00 5.000 400.00 299.000 23,920 010 SUBSISTENCE (TEAMSTER) DAY 20.0000 1,300.00 0.000 0 011 SUBSISTENCE (LABORER) DAY 70.0000 27,720.00 14.000 980.00 447.000 31,290 012 TRAVEL TIME (LABORER) HR 70.7000 68,296.20 34.000 2,403.80 454.000 32,097 013 SUBSISTENCE (TRAFFIC CONTROL/LANE DAY 40.0000 20,280.00 0.000 0 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 014 TRAVEL TIME (TRAFFIC CONTROL/LANE HR 70.7100 45,820.08 55.000 3,889.05 76.000 5,373 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 015 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 2,580.0000 2,580.00 1.000 2,580 (BASELINE) 016 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,185.0000 3,555.00 1.000 1,185.00 2.000 2,370 (MONTHLY UPDATED SCHEDULE) 017 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 20,000.6400 1,260,040.32 9.000 180,005.76 72.000 1,440,046 VALUE FROM $1M TO $5M (<=100 WDAYS) 018 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 245.0400 980.16 6.000 1,470 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) 019 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 489.9200 1,959.68 6.000 2,939 AXLE TRUCK)(FOR HAUL DISTANCE 101-150 MILES ADD) PROGRAM CAS145 PAGE 2 DATE 11/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L8714 TIME 11:18 AM ESTIMATE NO. 006 BID OPENING 12/22/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/24 R.E. NAME: KASSAYE SEYOUM DATE OF THIS ESTIMATE 11/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 020 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 595.0000 2,975.00 5.000 2,975.00 11.000 6,545 TRACTOR AND TRAILER) 021 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 949.7600 4,748.80 5.000 4,748.80 11.000 10,447 TRACTOR AND TRAILER)(FOR HAUL DISTANCE 101-150 MILES ADD) 022 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 6,000.00 1.000 2,000 MEETING 023 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 024 CONSTRUCTION AREA SIGNS (ONE POST) EA 305.0600 610.12 2.000 610 025 CONSTRUCTION AREA SIGNS (TWO POST) EA 559.9800 2,799.90 5.000 2,799 026 CONSTRUCTION AREA SIGNS (PORTABLE) EA 140.0000 1,400.00 0.000 0 027 TYPE III BARRICADE EA 58.7000 469.60 0.000 0 028 PLASTIC TRAFFIC DRUMS EA 56.3600 3,156.16 0.000 0 029 TRAFFIC CONTROL SYSTEM (MULTILANE EA 2,795.0400 27,950.40 0.000 0 CONVENTIONAL HIGHWAY LANE CLOSURE) 030 TRAFFIC CONTROL SYSTEM (TWO LANE EA 3,445.2000 148,143.60 6.000 20,671.20 67.000 230,828 CONVENTIONAL HIGHWAY REVERSIBLE CONTROL) 031 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,445.1200 34,451.20 6.000 20,670.72 15.000 51,676 CLOSURE) 032 ADDITIONAL OR ADVANCE FLAGGER (DAY) DAY 1,335.0400 114,813.44 5.000 6,675.20 70.000 93,452 033 ADDITIONAL OR ADVANCE FLAGGER (HOUR) HR 153.0000 153.00 0.000 0 034 PORTABLE CHANGEABLE MESSAGE SIGN DAY 118.0200 14,870.52 12.000 1,416.24 270.000 31,865 035 PORTABLE RADAR SPEED FEEDBACK SIGN EA 90.0100 9,541.06 4.000 360.04 125.000 11,251 SYSTEM (EA) 036 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 225.0200 19,351.72 6.000 1,350.12 114.000 25,652 (DAY) 037 JOB SITE MANAGEMENT (DAY) DAY 35.0300 2,206.89 7.000 245.21 74.000 2,592 038 LINEAR CONSTRUCTION ACTIVITY EA 3,000.0000 3,000.00 1.000 3,000 NOTIFICATION 039 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 040 TEMPORARY CHECK DAM LF 4.6000 1,228.20 75.000 345 041 TEMPORARY DRAINAGE INLET PROTECTION EA 154.9400 3,098.80 9.000 1,394 042 TEMPORARY FIBER ROLL LF 3.7500 18,750.00 4,519.000 16,946 043 STREET SWEEPING (DAY) DAY 2,289.9400 114,497.00 2.000 4,579.88 40.000 91,597 044 TEMPORARY CONSTRUCTION ENTRANCE EA 4,104.3200 16,417.28 3.000 12,312 045 TEMPORARY CONCRETE WASHOUT (EA) EA 2,654.5400 2,654.54 1.000 2,654.54 1.000 2,654 PROGRAM CAS145 PAGE 3 DATE 11/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L8714 TIME 11:18 AM ESTIMATE NO. 006 BID OPENING 12/22/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/24 R.E. NAME: KASSAYE SEYOUM DATE OF THIS ESTIMATE 11/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 046 ASBESTOS COMPLIANCE PLAN (EA) EA 3,590.7200 3,590.72 1.000 3,590 047 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 784.9900 15,699.80 4.000 3,139 048 CONTRACTOR-SUPPLIED ARCHEOLOGIST (DAY) DAY 1,350.0000 85,050.00 45.000 60,750 049 CLEARING AND GRUBBING (BRUSH) ACRE 4,825.0400 2,412.52 0.450 2,171 050 CLEARING AND GRUBBING (LOADING, HAULING CY 35.4300 35.43 63.000 2,232 AND DISPOSAL)(CY) 051 STRUCTURE EXCAVATION (TYPE 1 CONDUIT) CY 97.9800 489.90 5.000 489 052 STRUCTURE BACKFILL (TYPE 1 CONDUIT) CY 70.9800 354.90 0.000 0 053 SURPLUS EXCAVATED MATERIALS (CY) CY 42.2600 34,695.46 2.500 105.65 808.900 34,184 054 WOOD MULCH (501-1,000 CY) CY 66.0000 34,603.80 0.000 0 055 HYDROSEED SQFT 0.2100 1,071.00 10,542.000 2,213.82 10,542.000 2,213 056 CLASS 2 AGGREGATE BASE (51-200 CY) CY 144.9600 28,992.00 116.000 16,815 057 CLASS 2 AGGREGATE BASE (FOR NIGHT TIME CY 14.2000 2,840.00 116.000 1,647 WORK 7:30 PM TO 6:00 AM ADD) 058 HOT MIX ASPHALT (TYPE A)(101-500 TON) TON 195.0200 68,822.56 161.000 31,398.22 711.500 138,756 059 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 17.2000 6,069.88 161.000 2,769.20 711.500 12,237 WORK 7:30 PM TO 6:00 AM ADD) 060 MINOR HOT MIX ASPHALT (26-100 TON) TON 275.0300 27,503.00 0.000 0 061 MINOR HOT MIX ASPHALT (FOR NIGHT TIME TON 18.0100 1,801.00 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 062 TACK COAT TON 825.0000 825.00 1.570 1,295.25 1.570 1,295 063 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.1500 17,251.92 700.000 5,705.00 3,963.000 32,298 (DEPTH 0.25') 064 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.8500 10,266.48 700.000 3,395.00 3,963.000 19,220 (FOR LESS THAN 15,000 SQYD ADD) 065 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.6000 1,270.08 700.000 420.00 3,963.000 2,377 (FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 066 MINOR CONCRETE (SIDEWALK) CY 2,280.2000 20,521.80 0.000 0 067 MINOR CONCRETE (FOR LESS THAN 10 CY ADD) CY 360.3600 3,243.24 0.000 0 068 STEEL COVER PLATE LF 160.0500 11,523.60 0.000 0 069 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF 3.5000 107,607.50 30,745.000 107,607.50 30,745.000 107,607 070 INSTALL CONDUIT AROUND OBSTRUCTION LF 14.0000 61,110.00 1,251.000 17,514 (SHALLOW UNDERGROUND OBSTRUCTION ADD) 071 INSTALL CONDUIT AROUND OBSTRUCTION (DEEP LF 0.9500 6.65 240.000 228 UNDERGROUND OBSTRUCTION ADD) PROGRAM CAS145 PAGE 4 DATE 11/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L8714 TIME 11:18 AM ESTIMATE NO. 006 BID OPENING 12/22/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/24 R.E. NAME: KASSAYE SEYOUM DATE OF THIS ESTIMATE 11/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 072 INSTALL CONDUIT AROUND OBSTRUCTION LF 2.8000 67.20 66.000 184.80 66.000 184 (BELOW DRAINAGE CHANNELS, DITCHES OR CULVERT ADD) 073 INSTALL CONDUIT AROUND OBSTRUCTION LF 1.0500 1.05 30.000 31 (SURFACE OBSTRUCTION ADD) 074 INSTALL VAULT (TYPE 1) EA 1,024.8000 12,297.60 -1.000 -1,024.80 11.000 11,272 075 INSTALL VAULT (TYPE 2) EA 1,065.6000 4,262.40 3.000 3,196 076 INSTALL VAULT (TYPE 3) EA 1,614.4800 3,228.96 3.000 4,843.44 4.000 6,457 077 INSTALL VAULT (FOR BOULDERS - ROCK ADD) EA 332.0000 2,988.00 0.000 0 078 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 24.4500 440.10 2.000 48.90 18.000 440 PM TO 6:00 AM ADD) 079 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 2.1500 69,971.75 7,145.000 15,361.75 32,545.000 69,971 (TYPE 1) 080 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.1500 4,881.75 7,145.000 1,071.75 32,545.000 4,881 TIME WORK 7:30 PM TO 6:00 AM ADD) 081 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 739.8000 2,219.40 1.000 739.80 1.000 739 082 INSTALL SPLICE ENCLOSURE (FOR NIGHT TIME EA 246.9900 740.97 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 083 SPLICE FIBER OPTIC CABLE 288 STRANDS EA 3,090.0000 9,270.00 1.000 3,090.00 1.000 3,090 (TYPE 1) 084 SPLICE FIBER OPTIC CABLE (FOR LESS THAN EA 310.0000 930.00 1.000 310.00 1.000 310 3 SPLICES ADD) 085 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) 086 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 28.0600 477.02 18.000 505 087 INSTALL FLEXIBLE POST DELINEATOR EA 56.1400 4,771.90 21.000 1,178 NON-REFLECTIVE CLASS 1 088 METALLIC DISK MARKER EA 56.1600 2,358.72 43.000 2,414.88 43.000 2,414 089 INSTALL GROUND ROD IN PULL VAULT EA 52.0000 364.00 2.000 104.00 18.000 936 090 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 11.7400 95,845.36 3,094.000 36,323 (1-2" HDPE)(SOIL) 091 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 26.7700 9,262.42 188.000 5,032 (1-2" HDPE)(ROCK 1) 092 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 1.0000 8,509.40 5,007.000 5,007 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 093 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 0.7000 5,956.58 5,007.000 3,504 (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 094 INSTALL CONDUIT TRENCH IN PAVEMENT LF 19.6300 62,937.71 2,109.000 41,399 METHOD (1-2" HDPE)(SOIL) 095 INSTALL CONDUIT TRENCH IN PAVEMENT LF 25.8000 40,160.28 1,429.000 36,868 METHOD (1-2" HDPE)(ROCK 1) 096 INSTALL CONDUIT TRENCH IN PAVEMENT LF 1.0000 4,762.80 7,186.000 7,186 METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) PROGRAM CAS145 PAGE 5 DATE 11/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L8714 TIME 11:18 AM ESTIMATE NO. 006 BID OPENING 12/22/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/24 R.E. NAME: KASSAYE SEYOUM DATE OF THIS ESTIMATE 11/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 097 INSTALL CONDUIT TRENCH IN PAVEMENT LF 1.5000 7,144.20 7,186.000 10,779 METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 098 INSTALL CONDUIT TRENCH IN PAVEMENT LF 12.0000 38,474.40 740.000 8,880.00 2,109.000 25,308 METHOD (1-2" HDPE)(SOIL)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 099 INSTALL CONDUIT TRENCH IN PAVEMENT LF 15.5000 24,127.30 71.000 1,100.50 1,429.000 22,149 METHOD (1-2" HDPE)(ROCK 1)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 100 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 42.5400 689,590.42 -98.000 -4,168.92 2,364.000 100,564 DRILLING METHOD (1-2" HDPE)(SOIL) 101 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 54.0800 18,982.08 -161.000 -8,706.88 5,259.000 284,406 DRILLING METHOD (1-2" HDPE)(SOIL - COBBLES) 102 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 83.1000 41,732.82 -609.000 -50,607.90 5,036.000 418,491 DRILLING METHOD (1-2" HDPE)(ROCK 1) 103 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 3.7500 63,985.88 -1,025.000 -3,843.75 18,614.000 69,802 DRILLING METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 104 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 1.8500 31,566.37 -1,025.000 -1,896.25 18,614.000 34,435 DRILLING METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 105 CONDUIT ON STRUCTURE (1-2" TYPE LF 106.6400 43,722.40 4.000 426.56 290.000 30,925 1)(OVERHANG) 106 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR LF 8.1000 3,321.00 4.000 32.40 290.000 2,349 NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 107 CONDUIT EXPANSION FITTING (2" TYPE 1) EA 336.7300 1,346.92 4.000 1,346 108 CONDUIT EXPANSION-DEFLECTION FITTING (2" EA 533.1600 2,132.64 4.000 2,132 TYPE 1) 109 LABEL SPLICE ENCLOSURE EA 13.7500 41.25 0.000 0 110 6" THERMOPLASTIC TRAFFIC STRIPE (0-5,000 LF 3.6500 182.50 320.000 1,168.00 320.000 1,168 FEET) PROGRAM CAS145 PAGE 6 DATE 11/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L8714 TIME 11:18 AM ESTIMATE NO. 006 BID OPENING 12/22/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/24 R.E. NAME: KASSAYE SEYOUM DATE OF THIS ESTIMATE 11/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 388,625.98 3,920,094.26 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 82,007.92 855,103.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 470,633.90 4,775,197.99 111 MOBILIZATION LS 439,575.7100 439,575.71 1.000 439,575 ORIGINAL CONTRACT AMOUNT 4,399,337.10 TOTAL WORK COMPLETED 470,633.90 5,214,773.70 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -22,000.00 -42,000.00 TOTAL 448,633.90 5,172,773.70 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/15/24 63 05/06/24 05/06/24 08/22/24 73 4 0 0 100% 100% KASSAYE SEYOUM RESIDENT ENGINEER