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 07/22/24 EST. NO. 002 TIME 03:11 PM R.E. NAME: DANIEL GIBBS 02-4J0814 --------------------------------------------------------------------------- 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 07/22/24 EST. NO. 002 TIME 03:11 PM R.E. NAME: DANIEL GIBBS 02-4J0814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 7/24 -2,000.00 002 -2,000.00 -2,000.00 TOTAL DEDUCTIONS -2,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4J0814 TIME 03:11 PM ESTIMATE NO. 002 BID OPENING 05/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: DANIEL GIBBS DATE OF THIS ESTIMATE 07/22/24 LOCATION PROGRESS ESTIMATE 02-LAS-36-254.3/R293.9 ----------------- TEICHERT ENERGY & UTILITIES LASSEN COUNTY IN AND NEAR SUSANVILLE FROM GROUP, INC. 0.1 MILES EAST OF ROUTE 139 TO ROUTE 395 3500 AMERICAN RIVER DRIVE SACRAMENTO CA 95864 FED. AID NO. N O N E MIDDLE-MILE BROADBAND NETWORK JOC PROJECT ------------------------------------------------------------------------------------------------------------------------------------ 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 42,048.00 122.000 17,099.52 226.000 31,676 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 645.0000 193,500.00 73.000 47,085.00 127.000 81,915 INFRASTRUCTURE 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 218.0000 7,848.00 14.000 3,052.00 23.000 5,014 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 004 POSITIVE LOCATION EXISTING SUBSURFACE EA 262.0000 6,288.00 0.000 0 INFRASTRUCTURE (FOR DEPTH 10' TO 15' ADD) 005 POSITIVE LOCATION EXISTING SUBSURFACE EA 302.1000 3,625.20 0.000 0 INFRASTRUCTURE (FOR DEPTH 15' TO 20' ADD) 006 LEAD COMPLIANCE PLAN (EA) EA 3,589.9200 3,589.92 0.250 897.48 1.000 3,589 007 SUBSISTENCE (CABLE SPLICER) DAY 157.5000 630.00 0.000 0 008 SUBSISTENCE (COMMUNICATION & SYSTEM DAY 210.0000 7,350.00 0.000 0 INSTALLER) 009 SUBSISTENCE (OPERATING ENGINEER) DAY 80.0000 10,400.00 30.000 2,400.00 30.000 2,400 010 SUBSISTENCE (TEAMSTER) DAY 20.0000 5,980.00 0.000 0 011 SUBSISTENCE (LABORER) DAY 70.0000 21,350.00 140.000 9,800.00 186.000 13,020 012 TRAVEL TIME (LABORER) HR 70.7000 68,437.60 138.000 9,756.60 172.000 12,160 013 SUBSISTENCE (TRAFFIC CONTROL/LANE DAY 40.0000 13,920.00 60.000 2,400.00 74.000 2,960 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 014 TRAVEL TIME (TRAFFIC CONTROL/LANE HR 70.7100 27,152.64 56.000 3,959.76 68.000 4,808 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 015 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 2,580.0000 2,580.00 0.900 2,322.00 1.000 2,580 (BASELINE) 016 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,185.0000 3,555.00 0.000 0 (MONTHLY UPDATED SCHEDULE) 017 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 20,000.6400 1,480,047.36 19.000 380,012.16 28.000 560,017 VALUE FROM $1M TO $5M (<=100 WDAYS) 018 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 245.0400 1,225.20 2.000 490.08 4.000 980 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) 019 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 980.1600 3,920.64 2.000 1,960.32 4.000 3,920 AXLE TRUCK)(FOR HAUL DISTANCE >150 MILES ADD) PROGRAM CAS145 PAGE 2 DATE 07/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4J0814 TIME 03:11 PM ESTIMATE NO. 002 BID OPENING 05/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: DANIEL GIBBS DATE OF THIS ESTIMATE 07/22/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,760.00 9.000 5,355.00 9.000 5,355 TRACTOR AND TRAILER) 021 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 1,425.2000 7,126.00 4.000 5,700.80 4.000 5,700 TRACTOR AND TRAILER)(FOR HAUL DISTANCE >150 MILES ADD) 022 CONSTRUCTION AREA SIGNS (ONE POST) EA 305.0600 2,745.54 4.000 1,220.24 9.000 2,745 023 CONSTRUCTION AREA SIGNS (TWO POST) EA 599.9800 2,399.92 1.000 599.98 4.000 2,399 024 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 560.1000 41,447.40 5.000 2,800.50 7.000 3,920 025 TRAFFIC CONTROL SYSTEM (MULTILANE EA 2,795.0400 39,130.56 6.000 16,770.24 10.000 27,950 CONVENTIONAL HIGHWAY LANE CLOSURE) 026 TRAFFIC CONTROL SYSTEM (TWO LANE EA 3,445.2000 186,040.80 10.000 34,452.00 12.000 41,342 CONVENTIONAL HIGHWAY REVERSIBLE CONTROL) 027 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,445.1200 20,670.72 3.000 10,335.36 5.000 17,225 CLOSURE) 028 ADDITIONAL OR ADVANCE FLAGGER (DAY) DAY 1,335.0400 14,685.44 4.000 5,340.16 8.000 10,680 029 ADDITIONAL OR ADVANCE FLAGGER (HOUR) HR 153.0000 12,240.00 3.000 459.00 7.000 1,071 030 PORTABLE CHANGEABLE MESSAGE SIGN DAY 118.0200 17,466.96 60.000 7,081.20 78.000 9,205 031 PORTABLE RADAR SPEED FEEDBACK SIGN EA 90.0100 4,140.46 22.000 1,980.22 26.000 2,340 SYSTEM (EA) 032 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 225.0200 3,600.32 20.000 4,500.40 24.000 5,400 (DAY) 033 JOB SITE MANAGEMENT (DAY) DAY 35.0300 2,592.22 3.000 105.09 3.000 105 034 LINEAR CONSTRUCTION ACTIVITY EA 3,000.0000 3,000.00 0.900 2,700.00 1.000 3,000 NOTIFICATION 035 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 036 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 340.1000 2,040.60 0.000 0 CONTROL) 037 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 714.9600 4,289.76 0.000 0 CONTROL)(FOR DISTANCE>150 MILES ADD) 038 TEMPORARY HYDRAULIC MULCH SQYD 3.1500 2,425.50 0.000 0 039 TEMPORARY CHECK DAM LF 4.6000 1,656.00 0.000 0 040 TEMPORARY DRAINAGE INLET PROTECTION EA 154.9400 4,183.38 22.000 3,408.68 30.000 4,648 041 TEMPORARY SILT FENCE LF 3.3000 2,211.00 0.000 0 042 STREET SWEEPING (DAY) DAY 2,289.9400 132,816.52 0.000 0 043 TEMPORARY CONSTRUCTION ENTRANCE EA 4,104.3200 8,208.64 1.000 4,104.32 1.000 4,104 044 TEMPORARY CONCRETE WASHOUT (EA) EA 2,654.5400 2,654.54 1.000 2,654.54 1.000 2,654 045 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 784.9900 63,584.19 2.000 1,569.98 4.000 3,139 PROGRAM CAS145 PAGE 3 DATE 07/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4J0814 TIME 03:11 PM ESTIMATE NO. 002 BID OPENING 05/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: DANIEL GIBBS DATE OF THIS ESTIMATE 07/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 046 CONTRACTOR-SUPPLIED ARCHEOLOGIST (DAY) DAY 1,350.0000 99,900.00 19.000 25,650.00 23.000 31,050 047 CLEARING AND GRUBBING (BRUSH) ACRE 4,825.0400 12,062.60 0.000 0 048 CLEARING AND GRUBBING (LOADING, HAULING CY 35.4300 2,657.25 36.000 1,275.48 36.000 1,275 AND DISPOSAL)(CY) 049 STRUCTURE EXCAVATION (TYPE 1 CONDUIT) CY 97.9800 979.80 0.000 0 050 STRUCTURE EXCAVATION (MINIMAL CY 6.9500 69.50 0.000 0 DISTURBANCE AERIALLY DEPOSITED LEAD ADD) 051 STRUCTURE BACKFILL (TYPE 1 CONDUIT) CY 70.9800 709.80 0.000 0 052 SURPLUS EXCAVATED MATERIALS (CY) CY 42.2600 26,201.20 1,426.000 60,262.76 1,426.000 60,262 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 340.0000 2,040.00 0.000 0 054 MOVE-IN/MOVE-OUT (EROSION CONTROL)(FOR EA 714.9600 4,289.76 0.000 0 DISTANCE >150 MILES ADD) 055 BONDED FIBER MATRIX (SQFT) SQFT 0.0900 1,674.00 0.000 0 056 CLASS 2 AGGREGATE BASE (11-50 CY) CY 134.9400 6,342.18 0.000 0 057 HOT MIX ASPHALT (TYPE A)(101-500 TON) TON 195.0200 73,132.50 0.000 0 058 HOT MIX ASPHALT (TYPE A)(FOR HAUL TON 0.9900 371.25 0.000 0 DISTANCE >150 MILES ADD) 059 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 17.2000 6,450.00 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 060 HOT MIX ASPHALT (TYPE A) (FOR D2 ADD) TON 6.2800 2,355.00 0.000 0 061 MINOR HOT MIX ASPHALT (>100 TON) TON 240.0500 50,410.50 3.000 720.15 5.000 1,200 062 MINOR HOT MIX ASPHALT (FOR NIGHT TIME TON 18.0100 3,782.10 2.000 36.02 2.000 36 WORK 7:30 PM TO 6:00 AM ADD) 063 TACK COAT TON 825.0000 907.50 0.000 0 064 TACK COAT (FOR D2 ADD) TON 172.5000 189.75 0.000 0 065 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.3500 12,840.00 0.000 0 (DEPTH 0.15') 066 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.1500 6,520.00 0.000 0 (DEPTH 0.25') 067 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.8500 15,520.00 0.000 0 (FOR LESS THAN 15,000 SQYD ADD) 068 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.6000 1,920.00 0.000 0 (FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 069 MINOR CONCRETE (CURB AND GUTTER) CY 1,610.0000 3,220.00 0.000 0 070 MINOR CONCRETE (SIDEWALK) CY 2,280.2000 15,961.40 0.000 0 071 MINOR CONCRETE (FOR LESS THAN 10 CY ADD) CY 360.3600 3,243.24 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4J0814 TIME 03:11 PM ESTIMATE NO. 002 BID OPENING 05/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: DANIEL GIBBS DATE OF THIS ESTIMATE 07/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 072 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF 3.5000 73,500.00 7,103.000 24,860.50 7,103.000 24,860 073 INSTALL CONDUIT AROUND OBSTRUCTION LF 14.0000 3,080.00 20.000 280.00 20.000 280 (SHALLOW UNDERGROUND OBSTRUCTION ADD) 074 INSTALL CONDUIT AROUND OBSTRUCTION (DEEP LF 0.9500 418.00 105.000 99.75 105.000 99 UNDERGROUND OBSTRUCTION ADD) 075 INSTALL CONDUIT AROUND OBSTRUCTION LF 2.8000 1,232.00 90.000 252.00 90.000 252 (BELOW DRAINAGE CHANNELS, DITCHES OR CULVERT ADD) 076 INSTALL CONDUIT AROUND OBSTRUCTION LF 1.0500 462.00 0.000 0 (SURFACE OBSTRUCTION ADD) 077 INSTALL VAULT (TYPE 1) EA 1,024.8000 8,198.40 2.000 2,049.60 2.000 2,049 078 INSTALL VAULT (TYPE 2) EA 1,065.6000 3,196.80 3.000 3,196.80 3.000 3,196 079 INSTALL VAULT (TYPE 3) EA 1,614.4800 3,228.96 2.000 3,228.96 2.000 3,228 080 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 24.4500 317.85 0.000 0 PM TO 6:00 AM ADD) 081 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 2.1500 47,945.00 0.000 0 (TYPE 1) 082 INSTALL FIBER OPTIC CABLE (FOR LESS THAN LF 0.4500 10,035.00 0.000 0 25,000 FEET ADD) 083 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.1500 3,345.00 0.000 0 TIME WORK 7:30 PM TO 6:00 AM ADD) 084 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 739.8000 739.80 0.000 0 085 INSTALL SPLICE ENCLOSURE (FOR NIGHT TIME EA 246.9900 246.99 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 086 SPLICE FIBER OPTIC CABLE 288 STRANDS EA 3,090.0000 3,090.00 0.000 0 (TYPE 1) 087 SPLICE FIBER OPTIC CABLE (FOR LESS THAN EA 310.0000 310.00 0.000 0 3 SPLICES ADD) 088 SPLICE FIBER OPTIC CABLE (FOR NIGHT TIME EA 620.0300 620.03 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 089 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 28.0600 308.66 0.000 0 090 METALLIC DISK MARKER EA 56.1600 2,751.84 0.000 0 091 INSTALL GROUND ROD IN PULL VAULT EA 52.0000 520.00 7.000 364.00 7.000 364 092 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 11.7400 14,088.00 705.000 8,276.70 705.000 8,276 (1-2" HDPE)(SOIL) 093 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 1.0000 1,200.00 705.000 705.00 705.000 705 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 094 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 0.7000 840.00 0.000 0 (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 095 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 8.4500 10,140.00 0.000 0 (1-2" HDPE)(FOR MINIMAL DISTURBANCE AERIALLY DEPOSITED LEAD SOIL ADD) 096 INSTALL CONDUIT TRENCH IN PAVEMENT LF 19.6300 215,930.00 11,000.000 215,930.00 11,000.000 215,930 METHOD (1-2" HDPE)(SOIL) PROGRAM CAS145 PAGE 5 DATE 07/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4J0814 TIME 03:11 PM ESTIMATE NO. 002 BID OPENING 05/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: DANIEL GIBBS DATE OF THIS ESTIMATE 07/22/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.0000 11,000.00 11,000.000 11,000.00 11,000.000 11,000 METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 098 INSTALL CONDUIT TRENCH IN PAVEMENT LF 1.5000 16,500.00 0.000 0 METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 099 INSTALL CONDUIT TRENCH IN PAVEMENT LF 7.2000 79,200.00 0.000 0 METHOD (1-2" HDPE)(SOIL)(FOR 12-INCHES ADDITIONAL MINIMUM DEPTH ADD) 100 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 42.5400 348,828.00 300.000 12,762.00 300.000 12,762 DRILLING METHOD (1-2" HDPE)(SOIL) 101 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 3.7500 30,750.00 300.000 1,125.00 300.000 1,125 DRILLING METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 102 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 1.8500 15,170.00 0.000 0 DRILLING METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 103 CONDUIT HORIZONTAL DIRECTIONAL DRILLING LF 62.0200 24,808.00 400.000 24,808.00 400.000 24,808 METHOD (1-2" TYPE 1)(SOIL) 104 CONDUIT HORIZONTAL DIRECTIONAL DRILLING LF 7.5000 3,000.00 400.000 3,000.00 400.000 3,000 METHOD (1-2" TYPE 1)(FOR LESS THAN 25,000 FEET ADD) 105 CONDUIT HORIZONTAL DIRECTIONAL DRILLING LF 1.8500 740.00 0.000 0 METHOD (1-2" TYPE 1)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 106 CONDUIT ON STRUCTURE (1-2" TYPE LF 106.6400 21,328.00 0.000 0 1)(OVERHANG) 107 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR LF 8.1000 1,620.00 0.000 0 NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 108 CONDUIT EXPANSION FITTING (2" TYPE 1) EA 336.7300 1,346.92 0.000 0 109 CONDUIT EXPANSION-DEFLECTION FITTING (2" EA 533.1600 2,132.64 0.000 0 TYPE 1) 110 LABEL SPLICE ENCLOSURE EA 13.7500 13.75 0.000 0 111 6" THERMOPLASTIC TRAFFIC STRIPE (0-5,000 LF 3.6500 1,825.00 0.000 0 FEET) PROGRAM CAS145 PAGE 6 DATE 07/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4J0814 TIME 03:11 PM ESTIMATE NO. 002 BID OPENING 05/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: DANIEL GIBBS DATE OF THIS ESTIMATE 07/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 992,255.35 1,283,795.39 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 992,255.35 1,283,795.39 112 MOBILIZATION LS 422,800.0000 422,800.00 0.450 190,260.00 0.950 401,660 ORIGINAL CONTRACT AMOUNT 4,232,120.00 TOTAL WORK COMPLETED 1,182,515.35 1,685,455.39 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -2,000.00 -2,000.00 TOTAL 1,180,515.35 1,683,455.39 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 06/03/24 74 06/03/24 06/03/24 09/17/24 33 1 0 0 39% 45% PROGRESS IS SATISFACTORY DANIEL GIBBS RESIDENT ENGINEER