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 05/21/24 EST. NO. 007 TIME 01:24 PM R.E. NAME: SEYOUM, KASSAYE 01-0L9034 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0003 35,863.20 E.W. @ U.P (+) 052024 N 0003 0 35,863.20 TOTAL THIS ESTIMATE 153,144.11 TOTAL PREVIOUS ESTIMATE 189,007.31 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 05/21/24 EST. NO. 007 TIME 01:24 PM R.E. NAME: SEYOUM, KASSAYE 01-0L9034 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PER FAILURE 25% HOLD -106,158.61 003 RELEASE 25% WITHHOLD 106,158.61 004 0.00 0.00 LABOR COMPLIANCE VIOLATION PER 11/23 LTR DEDUCT -9,000.00 001 PER 12/23 LTR DEDUCT -5,000.00 002 RELEASE 11/23 DEDUCT 9,000.00 003 PER 2/24 LTR DEDUCT -4,000.00 004 PER 3/24 LTR DEDUCT -3,000.00 005 RELEASE 12/23 DEDUCT 5,000.00 005 RELEASE 2/24 DEDUCT 4,000.00 005 PER 4/24 LTR DEDUCT -4,000.00 006 RELEASE 3/24 DEDUCT 3,000.00 006 PER 5/24 LTR DEDUCT -6,000.00 007 -6,000.00 -10,000.00 TOTAL DEDUCTIONS -6,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 05/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L9034 TIME 01:24 PM ESTIMATE NO. 007 BID OPENING 08/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 05/21/24 LOCATION PROGRESS ESTIMATE 01-MEN-20-34.1/44.1 ----------------- TEICHERT ENERGY & UTILITIES MENDOCINO COUNTY FROM 0.8 MILE EAST OF GROUP, INC. NORTH CALPELLA OVERCROSSING TO THE LAKE 8811 KIEFER BLVD COUNTY LINE SACRAMENTO, CA 95826 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 13,595.52 185.000 25,929 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 645.0000 43,860.00 1.000 645.00 133.000 85,785 INFRASTRUCTURE 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 218.0000 3,052.00 1.000 218.00 11.000 2,398 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 004 POSITIVE LOCATION EXISTING SUBSURFACE EA 262.0000 2,620.00 0.000 0 INFRASTRUCTURE (FOR DEPTH 10' TO 15' ADD) 005 POSITIVE LOCATION EXISTING SUBSURFACE EA 302.1000 1,510.50 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 0.000 0 008 SUBSISTENCE (COMMUNICATION & SYSTEM DAY 210.0000 13,650.00 0.000 0 INSTALLER) 009 SUBSISTENCE (OPERATING ENGINEER) DAY 80.0000 24,000.00 143.000 11,440.00 332.000 26,560 010 SUBSISTENCE (TEAMSTER) DAY 20.0000 1,300.00 0.000 0 011 SUBSISTENCE (LABORER) DAY 70.0000 27,720.00 290.000 20,300.00 734.000 51,380 012 TRAVEL TIME (LABORER) HR 70.7000 68,296.20 232.000 16,402.40 850.000 60,095 013 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 45,820.08 112.000 7,919 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 4,740.00 1.000 1,185.00 7.000 8,295 (MONTHLY UPDATED SCHEDULE) 017 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 20,000.6400 1,740,055.68 42.370 847,427.12 95.370 1,907,461 VALUE FROM $5M TO $10M (<=100 WDAYS) 018 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 245.0400 980.16 1.000 245 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) 019 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 489.9200 1,959.68 1.000 489 AXLE TRUCK)(FOR HAUL DISTANCE 101-150 MILES ADD) PROGRAM CAS145 PAGE 2 DATE 05/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L9034 TIME 01:24 PM ESTIMATE NO. 007 BID OPENING 08/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 05/21/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 2,380.00 10.000 5,950 TRACTOR AND TRAILER) 021 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 949.7600 4,748.80 3.000 2,849.28 7.500 7,123 TRACTOR AND TRAILER)(FOR HAUL DISTANCE 101-150 MILES ADD) 022 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 1.000 2,000.00 2.000 4,000 MEETING 023 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 024 CONSTRUCTION AREA SIGNS (PORTABLE) EA 140.0000 840.00 6.000 840 025 TRAFFIC CONTROL SYSTEM (MULTILANE EA 2,795.0400 67,080.96 11.000 30,745.44 37.000 103,416 CONVENTIONAL HIGHWAY LANE CLOSURE) 026 TRAFFIC CONTROL SYSTEM (TWO LANE EA 3,445.2000 199,821.60 31.000 106,801.20 73.000 251,499 CONVENTIONAL HIGHWAY REVERSIBLE CONTROL) 027 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,445.1200 17,225.60 7.000 24,115.84 34.000 117,134 CLOSURE) 028 ADDITIONAL OR ADVANCE FLAGGER (DAY) DAY 1,335.0400 154,864.64 64.000 85,442.56 167.000 222,951 029 ADDITIONAL OR ADVANCE FLAGGER (HOUR) HR 153.0000 153.00 156.000 23,868.00 280.000 42,840 030 PORTABLE CHANGEABLE MESSAGE SIGN DAY 118.0200 19,355.28 109.000 12,864.18 212.000 25,020 031 PORTABLE RADAR SPEED FEEDBACK SIGN EA 90.0100 14,761.64 64.000 5,760.64 147.000 13,231 SYSTEM (EA) 032 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 225.0200 26,102.32 72.000 16,201.44 128.000 28,802 (DAY) 033 JOB SITE MANAGEMENT (DAY) DAY 35.0300 3,047.61 26.000 910.78 84.000 2,942 034 LINEAR CONSTRUCTION ACTIVITY EA 3,000.0000 3,000.00 1.000 3,000 NOTIFICATION 035 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 036 TEMPORARY CHECK DAM LF 4.6000 3,680.00 20.000 92 037 TEMPORARY DRAINAGE INLET PROTECTION EA 154.9400 5,732.78 7.000 1,084 038 TEMPORARY FIBER ROLL LF 3.7500 18,750.00 4,575.000 17,156 039 STREET SWEEPING (DAY) DAY 2,289.9400 103,047.30 15.000 34,349.10 17.000 38,928 040 TEMPORARY CONSTRUCTION ENTRANCE EA 4,104.3200 12,312.96 1.000 4,104 041 TEMPORARY CONCRETE WASHOUT (EA) EA 2,654.5400 2,654.54 2.000 5,309 042 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 784.9900 23,549.70 11.000 8,634 043 CONTRACTOR-SUPPLIED ARCHEOLGIST (DAY) DAY 1,350.0000 117,450.00 23.000 31,050.00 54.000 72,900 044 CLEARING AND GRUBBING (BRUSH) ACRE 4,825.0400 2,412.52 0.230 1,109 045 CLEARING AND GRUBBING (LOADING, HAULING CY 35.4300 35.43 0.000 0 AND DISPOSAL)(CY) PROGRAM CAS145 PAGE 3 DATE 05/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L9034 TIME 01:24 PM ESTIMATE NO. 007 BID OPENING 08/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 05/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 046 STRUCTURE EXCAVATION (TYPE 1 CONDUIT) CY 97.9800 5,878.80 9.000 881.82 9.000 881 047 STRUCTURE BACKFILL (TYPE 1 CONDUIT) CY 70.9800 4,258.80 9.000 638.82 9.000 638 048 SURPLUS EXCAVATED MATERIALS (CY) CY 42.2600 45,429.50 5,496.000 232,260.96 8,952.000 378,311 049 WOOD MULCH (101-500 CY) CY 71.0100 34,794.90 0.000 0 050 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 340.0000 340.00 0.000 0 051 HYDROMULCH SQFT 0.0700 2,359.00 0.000 0 052 HYDROSEED SQFT 0.2100 7,077.00 0.000 0 053 HOT MIX ASPHALT (TYPE A)(501-2,000 TON) TON 169.9600 105,375.20 863.370 146,738.37 863.370 146,738 054 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 17.2000 8,600.00 863.370 14,849.96 863.370 14,849 WORK 7:30 PM TO 6:00 AM ADD) 055 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 19.0100 950.50 0.000 0 056 TACK COAT TON 825.0000 2,062.50 2.500 2,062.50 2.500 2,062 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.3500 23,647.00 6,400.000 34,240.00 6,400.000 34,240 (DEPTH 0.15') 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.1500 8,476.00 0.000 0 (DEPTH 0.25') 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.8500 26,481.00 6,400.000 31,040.00 6,400.000 31,040 (FOR LESS THAN 15,000 SQYD ADD) 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.6000 2,592.00 6,400.000 3,840.00 6,400.000 3,840 (FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 061 STEEL COVER PLATE LF 160.0500 24,327.60 0.000 0 062 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF 3.5000 187,810.00 26,830.000 93,905 063 INSTALL CONDUIT TRENCH METHOD (3-2" LF 14.1000 180,621.00 520.000 7,332.00 7,433.000 104,805 HDPE)(SOIL) 064 INSTALL CONDUIT TRENCH METHOD (3-2" LF 15.3000 131,427.00 20.000 306.00 2,789.000 42,671 HDPE)(SOIL - COBBLES) 065 INSTALL CONDUIT TRENCH METHOD (3-2" LF 28.4900 52,706.50 292.000 8,319 HDPE) (ROCK 1) 066 INSTALL CONDUIT TRENCH METHOD (3-2" LF 39.6800 30,950.40 43.000 1,706 HDPE) (ROCK 2) 067 INSTALL CONDUIT TRENCH METHOD (3-2" LF 1.0000 24,030.00 540.000 540.00 10,457.000 10,457 HDPE)(FOR LESS THAN 25,000 FEET ADD) 068 INSTALL CONDUIT TRENCH METHOD (3-2" LF 0.7000 2,009.00 440.000 308.00 440.000 308 HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 069 INSTALL CONDUIT TRENCH IN PAVEMENT LF 22.2000 115,218.00 8,660.000 192,252.00 27,533.000 611,232 METHOD (3-2" HDPE)(SOIL) 070 INSTALL CONDUIT TRENCH IN PAVEMENT LF 22.3000 60,433.00 1,551.000 34,587.30 1,731.000 38,601 METHOD (3-2" HDPE)(SOIL - COBBLES) 071 INSTALL CONDUIT TRENCH IN PAVEMENT LF 29.5500 117,609.00 108.000 3,191.40 108.000 3,191 METHOD (3-2" HDPE)(ROCK 1) PROGRAM CAS145 PAGE 4 DATE 05/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L9034 TIME 01:24 PM ESTIMATE NO. 007 BID OPENING 08/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 05/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 072 INSTALL CONDUIT TRENCH IN PAVEMENT LF 34.3100 354,079.20 0.000 0 METHOD (3-2" HDPE)(ROCK 2) 073 INSTALL CONDUIT TRENCH IN PAVEMENT LF 1.0000 22,200.00 26,597.000 26,597 METHOD (3-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 074 INSTALL CONDUIT TRENCH IN PAVEMENT LF 1.5000 25,665.00 6,465.000 9,697.50 6,465.000 9,697 METHOD (3-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 075 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 52.1600 134,572.80 -297.000 -15,491.52 2,606.000 135,928 DRILLING METHOD (3-2" HDPE)(SOIL) 076 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 58.0800 29,620.80 4,229.000 245,620.32 5,732.000 332,914 DRILLING METHOD (3-2" HDPE)(SOIL - COBBLES) 077 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 99.9900 34,996.50 1,586.000 158,584.14 2,026.000 202,579 DRILLING METHOD (3-2" HDPE)(ROCK 1) 078 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 3.7500 12,900.00 6,103.000 22,886.25 10,988.000 41,205 DRILLING METHOD (3-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 079 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 1.8500 277.50 3,484.000 6,445.40 3,484.000 6,445 DRILLING METHOD (3-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 080 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 23.6900 23,926.90 305.000 7,225 DRILLING METHOD (3-2" HPDE IN 6" CASING)(SOIL) 081 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 4.0000 4,040.00 105.000 420.00 700.000 2,800 DRILLING METHOD (3-2" HPDE IN 6" CASING)(FOR LESS THAN 25,000 FEET ADD) 082 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 1.8000 270.00 0.000 0 DRILLING METHOD (3-2" HPDE IN 6" CASING)(FOR NIGHT TIME WORK ADD) 083 FURNISH 6" CASING (>1000 FEET) LF 21.6000 21,816.00 205.000 4,428.00 800.000 17,280 084 INSTALL CONDUIT AROUND OBSTRUCTION LF 14.0000 61,180.00 30.000 420 (SHALLOW UNDERGROUND OBSTRUCTION ADD) 085 INSTALL CONDUIT AROUND OBSTRUCTION (DEEP LF 0.9500 0.95 240.000 228.00 540.000 513 UNDERGROUND OBSTRUCTION ADD) 086 INSTALL CONDUIT AROUND OBSTRUCTION LF 2.8000 2.80 0.000 0 (BELOW DRAINAGE CHANNELS, DITCHES OR CULVERT ADD) 087 INSTALL CONDUIT AROUND OBSTRUCTION LF 1.0500 1.05 90.000 94 (SURFACE OBSTRUCTION ADD) 088 CONDUIT ON STRUCTURE (3-2" TYPE LF 132.4600 402,678.40 20.000 2,649.20 1,280.000 169,548 1)(OVERHANG) 089 CONDUIT ON STRUCTURE (3-2" TYPE 1)(FOR LF 8.1000 14,823.00 0.000 0 NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 090 INSTALL VAULT (TYPE 1) EA 1,024.8000 27,669.60 15.000 15,372.00 20.000 20,496 091 INSTALL VAULT (TYPE 2) EA 1,065.6000 6,393.60 4.000 4,262.40 6.000 6,393 092 INSTALL VAULT (TYPE 3) EA 1,614.4800 8,072.40 6.000 9,686.88 6.000 9,686 093 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 24.4500 342.30 3.000 73.35 3.000 73 PM TO 6:00 AM ADD) PROGRAM CAS145 PAGE 5 DATE 05/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L9034 TIME 01:24 PM ESTIMATE NO. 007 BID OPENING 08/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 05/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 094 INSTALL CONDUIT TRENCH IN PAVEMENT LF 12.0000 62,280.00 -5,426.000 -65,112.00 0.000 0 METHOD (3-2" HDPE)(SOIL)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 095 INSTALL CONDUIT TRENCH IN PAVEMENT LF 12.7500 34,552.50 -180.000 -2,295.00 0.000 0 METHOD (3-2" HDPE)(SOIL - COBBLES)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 096 INSTALL CONDUIT TRENCH IN PAVEMENT LF 15.5000 61,690.00 0.000 0 METHOD (3-2" HDPE)(ROCK 1)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 097 INSTALL CONDUIT TRENCH IN PAVEMENT LF 18.5000 190,920.00 0.000 0 METHOD (3-2" HDPE)(ROCK 2)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 098 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 2.1500 123,539.00 0.000 0 (TYPE 1) 099 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.1500 3,481.50 0.000 0 TIME WORK 7:30 PM TO 6:00 AM ADD) 100 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 739.8000 4,438.80 0.000 0 101 INSTALL SPLICE ENCLOSURE (FOR NIGHT TIME EA 246.9900 740.97 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 102 SPLICE FIBER OPTIC CABLE 288 STRANDS EA 3,090.0000 9,270.00 0.000 0 (TYPE 1) 103 SPLICE FIBER OPTIC CABLE (FOR NIGHT TIME EA 620.0300 1,240.06 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 104 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 28.0600 925.98 12.000 336.72 12.000 336 105 INSTALL FLEXIBLE POST DELINEATOR EA 56.1400 3,761.38 0.000 0 NON-REFLECTIVE CLASS 1 106 METALLIC DISK MARKER EA 56.1600 3,650.40 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L9034 TIME 01:24 PM ESTIMATE NO. 007 BID OPENING 08/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 05/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,379,816.75 5,678,836.80 ADJUSTMENT OF COMPENSATION 0.00 1,269.46 EXTRA WORK 35,863.20 187,737.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,415,679.95 5,867,844.11 107 MOBILIZATION LS 635,907.1400 635,907.14 1.000 635,907 ORIGINAL CONTRACT AMOUNT 6,364,176.65 TOTAL WORK COMPLETED 2,415,679.95 6,503,751.25 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -6,000.00 -10,000.00 TOTAL 2,409,679.95 6,493,751.25 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 09/07/23 87 10/30/23 10/10/23 06/04/24 79 74 0 0 91% 91% PROGRESS IS SATISFACTORY SEYOUM, KASSAYE RESIDENT ENGINEER