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 02/21/25 EST. NO. 002 TIME 03:46 PM R.E. NAME: MAKHOUL, HUSAM 03-3J4324 --------------------------------------------------------------------------- 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 02/21/25 EST. NO. 002 TIME 03:46 PM R.E. NAME: MAKHOUL, HUSAM 03-3J4324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 2/25 -7,000.00 002 -7,000.00 -7,000.00 TOTAL DEDUCTIONS -7,000.00 -7,000.00 PROGRAM CAS145 PAGE 1 DATE 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J4324 TIME 03:46 PM ESTIMATE NO. 002 BID OPENING 09/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MAKHOUL, HUSAM DATE OF THIS ESTIMATE 02/21/25 LOCATION RERUN PROGRESS ESTIMATE 03-GLE-162-65.5/69.7 ----------------------- TEICHERT ENERGY & UTILITIES GLENN COUNTY IN AND NEAR WILLOWS FROM GROUP, INC. ROUTE 162/5 SEPARATION TO COUNTY ROAD P 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 145.7700 21,865.50 121.000 17,638 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 670.8000 61,042.80 104.000 69,763.20 123.000 82,508 INFRASTRUCTURE 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 226.7200 4,534.40 24.000 5,441.28 30.000 6,801 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 004 POSITIVE LOCATION EXISTING SUBSURFACE EA 272.4800 3,542.24 2.000 544 INFRASTRUCTURE (FOR DEPTH 10' TO 15' ADD) 005 POSITIVE LOCATION EXISTING SUBSURFACE EA 314.1800 1,885.08 0.000 0 INFRASTRUCTURE (FOR DEPTH 15' TO 20' ADD) 006 LEAD COMPLIANCE PLAN (EA) EA 3,733.5200 3,733.52 1.000 3,733.52 1.000 3,733 007 SUBSISTENCE (CABLE SPLICER) DAY 163.8000 2,457.00 0.000 0 008 SUBSISTENCE (CARPENTER) DAY 52.0000 208.00 0.000 0 009 SUBSISTENCE (CEMENT MASON) DAY 67.6000 405.60 0.000 0 010 SUBSISTENCE (COMMUNICATION & SYSTEM DAY 218.4000 3,276.00 0.000 0 INSTALLER) 011 SUBSISTENCE (OPERATING ENGINEER) DAY 83.2000 12,313.60 0.000 0 012 SUBSISTENCE (TEAMSTER) DAY 20.8000 873.60 0.000 0 013 SUBSISTENCE (LABORER) DAY 72.8000 15,724.80 0.000 0 014 TRAVEL TIME (LABORER) HR 73.5300 22,426.65 0.000 0 015 SUBSISTENCE (TRAFFIC CONTROL/LANE DAY 41.6000 13,312.00 0.000 0 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 016 TRAVEL TIME (TRAFFIC CONTROL/LANE HR 73.5400 17,649.60 0.000 0 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 017 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 2,683.2000 2,683.20 1.000 2,683 (BASELINE) 018 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,232.4000 3,697.20 1.000 1,232.40 1.000 1,232 (MONTHLY UPDATED SCHEDULE) 019 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 20,800.6700 1,206,438.86 16.000 332,810.72 22.000 457,614 VALUE FROM $1M TO $5M (<=100 WDAYS) 020 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 254.8400 2,038.72 7.000 1,783 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) PROGRAM CAS145 PAGE 2 DATE 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J4324 TIME 03:46 PM ESTIMATE NO. 002 BID OPENING 09/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MAKHOUL, HUSAM DATE OF THIS ESTIMATE 02/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 254.7600 2,038.08 7.000 1,783 AXLE TRUCK)(FOR HAUL DISTANCE 51-100 MILES ADD) 022 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 509.5200 509.52 0.000 0 AXLE TRUCK)(FOR HAUL DISTANCE 101-150 MILES ADD) 023 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 1,019.3700 1,019.37 0.000 0 AXLE TRUCK)(FOR HAUL DISTANCE >150 MILES ADD) 024 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 618.8000 6,188.00 3.000 1,856 TRACTOR AND TRAILER) 025 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 493.8800 4,938.80 3.000 1,481 TRACTOR AND TRAILER)(FOR HAUL DISTANCE 51-100 MILES ADD) 026 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 987.7500 987.75 0.000 0 TRACTOR AND TRAILER)(FOR HAUL DISTANCE 101-150 MILES ADD) 027 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 1,482.2100 1,482.21 0.000 0 TRACTOR AND TRAILER)(FOR HAUL DISTANCE >150 MILES ADD) 028 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 6,000.00 0.000 0 MEETING 029 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 030 CONSTRUCTION AREA SIGNS (ONE POST) EA 317.2600 2,220.82 7.000 2,220 031 CONSTRUCTION AREA SIGNS (TWO POST) EA 582.3800 2,329.52 4.000 2,329 032 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 582.5000 33,785.00 17.000 9,902.50 23.000 13,397 033 TRAFFIC CONTROL SYSTEM (MULTILANE EA 2,906.8400 84,298.36 16.000 46,509.44 22.000 63,950 CONVENTIONAL HIGHWAY LANE CLOSURE) 034 TRAFFIC CONTROL SYSTEM (TWO LANE EA 3,583.0100 168,401.47 3.000 10,749.03 3.000 10,749 CONVENTIONAL HIGHWAY REVERSIBLE CONTROL) 035 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 3,390.3600 13,561.44 0.000 0 EXPRESSWAYS 1 LANE CLOSURE) 036 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 3,104.6100 40,359.93 0.000 0 RAMP CLOSURE) 037 ADDITIONAL OR ADVANCE FLAGGER (DAY) DAY 1,388.4400 13,884.40 0.000 0 038 ADDITIONAL OR ADVANCE FLAGGER (HOUR) HR 159.1200 159.12 0.000 0 039 PORTABLE CHANGEABLE MESSAGE SIGN DAY 122.7400 17,183.60 34.000 4,173.16 46.000 5,646 040 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 234.0200 21,997.88 0.000 0 (DAY) 041 JOB SITE MANAGEMENT (DAY) DAY 36.4300 2,112.94 16.000 582.88 22.000 801 042 LINEAR CONSTRUCTION ACTIVITY EA 3,120.0000 3,120.00 1.000 3,120 NOTIFICATION 043 RAIN EVENT ACTION PLAN EA 500.0000 2,500.00 3.000 1,500.00 3.000 1,500 044 STORM WATER SAMPLING AND ANALYSIS DAY EA 228.8000 5,720.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J4324 TIME 03:46 PM ESTIMATE NO. 002 BID OPENING 09/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MAKHOUL, HUSAM DATE OF THIS ESTIMATE 02/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 045 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 046 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 353.7000 2,122.20 0.000 0 CONTROL) 047 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 150.8000 150.80 0.000 0 CONTROL)(FOR DISTANCE 51-100 MILES ADD) 048 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 150.8400 150.84 0.000 0 CONTROL)(FOR DISTANCE 101-150 MILES ADD) 049 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 743.5600 743.56 0.000 0 CONTROL)(FOR DISTANCE>150 MILES ADD) 050 TEMPORARY HYDRAULIC MULCH SQYD 3.2800 541.20 0.000 0 051 TEMPORARY CHECK DAM LF 4.7800 1,912.00 34.000 162.52 54.000 258 052 TEMPORARY DRAINAGE INLET PROTECTION EA 161.1400 4,834.20 30.000 4,834 053 TEMPORARY FIBER ROLL LF 3.9000 2,184.00 460.000 1,794 054 TEMPORARY SILT FENCE LF 3.4300 1,920.80 560.000 1,920 055 STREET SWEEPING (DAY) DAY 2,381.5400 23,815.40 0.000 0 056 TEMPORARY CONSTRUCTION ENTRANCE EA 4,268.4900 17,073.96 0.000 0 057 TEMPORARY CONCRETE WASHOUT (EA) EA 2,760.7200 5,521.44 0.000 0 058 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 816.3900 47,350.62 15.000 12,245.85 22.000 17,960 059 CONTRACTOR-SUPPLIED ARCHEOLOGIST (DAY) DAY 1,404.0000 81,432.00 16.000 22,464.00 18.000 25,272 060 CLEARING AND GRUBBING (BRUSH) ACRE 5,018.0400 5,018.04 0.250 1,254 061 CLEARING AND GRUBBING (LOADING, HAULING CY 36.8500 368.50 0.000 0 AND DISPOSAL)(CY) 062 STRUCTURE EXCAVATION (TYPE 1 CONDUIT) CY 101.9000 2,139.90 0.000 0 063 STRUCTURE EXCAVATION (MINIMAL CY 7.2300 151.83 0.000 0 DISTURBANCE AERIALLY DEPOSITED LEAD ADD) 064 STRUCTURE BACKFILL (TYPE 1 CONDUIT) CY 73.8200 1,550.22 0.000 0 065 SURPLUS EXCAVATED MATERIALS (CY) CY 43.9500 10,108.50 7.000 307.65 7.000 307 066 SURPLUS EXCAVATED MATERIALS (FOR HAUL CY 16.3300 16.33 0.000 0 DISTANCE 10-35 MILES ADD) 067 SURPLUS EXCAVATED MATERIALS (FOR HAUL CY 32.6600 7,511.80 0.000 0 DISTANCE 36-60 MILES ADD) 068 SURPLUS EXCAVATED MATERIALS (FOR HAUL CY 38.1200 38.12 7.000 266.84 7.000 266 DISTANCE >60 MILES ADD) 069 PRUNE EXISTING TREES AND PLANTS HR 577.2200 2,308.88 0.000 0 (3-MEMBER CREW MINIMUM 4 HOURS PER DAY) 070 CHECK AND TEST EXISTING IRRIGATION HR 208.0200 1,664.16 0.000 0 FACILITIES (MINIMUM 4 HOURS PER DAY) 071 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 353.6000 707.20 0.000 0 PROGRAM CAS145 PAGE 4 DATE 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J4324 TIME 03:46 PM ESTIMATE NO. 002 BID OPENING 09/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MAKHOUL, HUSAM DATE OF THIS ESTIMATE 02/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 072 MOVE-IN/MOVE-OUT (EROSION CONTROL)(FOR EA 150.8000 150.80 0.000 0 DISTANCE 51-100 MILES ADD) 073 MOVE-IN/MOVE-OUT (EROSION CONTROL)(FOR EA 150.8400 150.84 0.000 0 DISTANCE 101-150 MILES ADD) 074 MOVE-IN/MOVE-OUT (EROSION CONTROL)(FOR EA 743.5600 743.56 0.000 0 DISTANCE >150 MILES ADD) 075 BONDED FIBER MATRIX (SQFT) SQFT 0.0900 12,690.00 0.000 0 076 HOT MIX ASPHALT (TYPE A)(1-100 TON) TON 265.2800 29,180.80 0.000 0 077 HOT MIX ASPHALT (TYPE A)(101-500 TON) TON 202.8200 202.82 0.000 0 078 HOT MIX ASPHALT (TYPE A)(FOR HAUL TON 12.6400 1,390.40 0.000 0 DISTANCE 51-100 MILES ADD) 079 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 17.8900 1,967.90 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 080 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.5600 834.00 0.000 0 (DEPTH 0.15') 081 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.4800 2,628.80 0.000 0 (DEPTH 0.25') 082 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0400 2,318.40 0.000 0 (FOR LESS THAN 15,000 SQYD ADD) 083 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.6200 285.20 0.000 0 (FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 084 COLD PLANE ASPHALT CONCRETE PAVEMENT CY 23.0900 923.60 0.000 0 (FOR MILLINGS HAUL DISTANCE 51-100 MILES ADD) 085 MINOR CONCRETE (SIDEWALK) CY 2,371.4100 21,342.69 0.000 0 086 MINOR CONCRETE (FOR LESS THAN 10 CY ADD) CY 374.7700 3,372.93 0.000 0 087 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF 3.6400 81,172.00 0.000 0 088 INSTALL CONDUIT AROUND OBSTRUCTION LF 14.5600 7,280.00 0.000 0 (SHALLOW UNDERGROUND OBSTRUCTION ADD) 089 INSTALL CONDUIT AROUND OBSTRUCTION (DEEP LF 0.9900 495.00 45.000 44.55 45.000 44 UNDERGROUND OBSTRUCTION ADD) 090 INSTALL CONDUIT AROUND OBSTRUCTION LF 2.9100 1,425.90 0.000 0 (BELOW DRAINAGE CHANNELS, DITCHES OR CULVERT ADD) 091 INSTALL CONDUIT AROUND OBSTRUCTION LF 1.0900 1,962.00 0.000 0 (SURFACE OBSTRUCTION ADD) 092 INSTALL VAULT (TYPE 1) EA 1,065.7900 10,657.90 0.000 0 093 INSTALL VAULT (TYPE 2) EA 1,108.2200 3,324.66 0.000 0 094 INSTALL VAULT (TYPE 3) EA 1,679.0600 10,074.36 1.000 1,679.06 1.000 1,679 095 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 2.2400 54,208.00 0.000 0 (TYPE 1) 096 INSTALL FIBER OPTIC CABLE (FOR LESS THAN LF 0.4700 11,374.00 0.000 0 25,000 FEET ADD) PROGRAM CAS145 PAGE 5 DATE 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J4324 TIME 03:46 PM ESTIMATE NO. 002 BID OPENING 09/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MAKHOUL, HUSAM DATE OF THIS ESTIMATE 02/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 097 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.1600 1,440.00 0.000 0 TIME WORK 7:30 PM TO 6:00 AM ADD) 098 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 29.1800 408.52 0.000 0 099 INSTALL FLEXIBLE POST DELINEATOR EA 58.3900 934.24 0.000 0 NON-REFLECTIVE CLASS 1 100 METALLIC DISK MARKER EA 58.4100 292.05 0.000 0 101 INSTALL GROUND ROD IN PULL VAULT EA 54.0800 811.20 0.000 0 102 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 12.2100 97,313.70 565.000 6,898.65 565.000 6,898 (1-2" HDPE)(SOIL) 103 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 1.0400 8,288.80 565.000 587.60 565.000 587 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 104 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 0.7300 730.00 0.000 0 (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 105 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 8.7900 70,056.30 0.000 0 (1-2" HDPE)(FOR MINIMAL DISTURBANCE AERIALLY DEPOSITED LEAD SOIL ADD) 106 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 44.2400 575,120.00 7,786.000 344,452.64 7,786.000 344,452 DRILLING METHOD (1-2" HDPE)(SOIL) 107 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 3.9000 50,700.00 7,786.000 30,365.40 7,786.000 30,365 DRILLING METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 108 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 1.9200 17,280.00 0.000 0 DRILLING METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 109 CONDUIT HORIZONTAL DIRECTIONAL DRILLING LF 64.5000 42,570.00 0.000 0 METHOD (1-2" TYPE 1)(SOIL) 110 CONDUIT HORIZONTAL DIRECTIONAL DRILLING LF 7.8000 5,148.00 0.000 0 METHOD (1-2" TYPE 1)(FOR LESS THAN 25,000 FEET ADD) 111 CONDUIT HORIZONTAL DIRECTIONAL DRILLING LF 1.9200 1,267.20 0.000 0 METHOD (1-2" TYPE 1)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 112 CONDUIT ON STRUCTURE (1-2" TYPE LF 110.9100 79,855.20 488.000 54,124.08 488.000 54,124 1)(OVERHANG) 113 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR LF 8.4200 1,684.00 0.000 0 NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 114 CONDUIT EXPANSION FITTING (2" TYPE 1) EA 350.2000 3,502.00 6.000 2,101.20 6.000 2,101 115 CONDUIT EXPANSION-DEFLECTION FITTING (2" EA 554.4900 5,544.90 6.000 3,326.94 6.000 3,326 TYPE 1) PROGRAM CAS145 PAGE 6 DATE 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J4324 TIME 03:46 PM ESTIMATE NO. 002 BID OPENING 09/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MAKHOUL, HUSAM DATE OF THIS ESTIMATE 02/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 965,425.11 1,180,825.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 965,425.11 1,180,825.90 116 MOBILIZATION LS 365,038.4200 365,038.42 0.450 164,267.29 0.950 346,786 ORIGINAL CONTRACT AMOUNT 3,650,384.17 TOTAL WORK COMPLETED 1,129,692.40 1,527,612.40 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -7,000.00 -7,000.00 TOTAL 1,122,692.40 1,520,612.40 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 116 MOBILIZATION 365,038.41 365,038.42 0.01 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 11/19/24 58 01/06/25 01/06/25 04/18/25 24 7 0 0 41% 41% PROGRESS IS SATISFACTORY MAKHOUL, HUSAM RESIDENT ENGINEER