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 11/20/25 EST. NO. 001 TIME 04:14 PM R.E. NAME: JUNHAO LIU 10-0P9244 --------------------------------------------------------------------------- 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 11/20/25 EST. NO. 001 TIME 04:14 PM R.E. NAME: JUNHAO LIU 10-0P9244 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0P9244 TIME 04:14 PM ESTIMATE NO. 001 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: JUNHAO LIU DATE OF THIS ESTIMATE 11/20/25 LOCATION PROGRESS ESTIMATE 10-MPA-140-42.0/42.7 ----------------- MYERS AND SONS/R L WADSWORTH MARIPOSA COUNTY ABOUT 8.0 MILES WEST OF EL JOINT VENTURE PORTAL FROM 1.2 MILES WEST OF SOUTH FORK 45 MORRISON AVENUE MERCED RIVER BRIDGE TO 0.5 MILE WEST OF SACRAMENTO CA 95838 SOUTH FORK MERCED RIVER BRIDGE FED. AID NO. ACST-43M9(4)E CONSTRUCT AVALANCHE SHED. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,562.7100 3,562.71 0.000 0 002 FIRE PROTECTION PLAN DAY 1,269.3600 1,904,040.00 0.000 0 003 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 837,362.9500 837,362.95 0.020 16,747.26 0.020 16,747 004 TIME-RELATED OVERHEAD (WDAY) WDAY 38,098.9000 57,148,350.00 0.000 0 005 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 192,000.00 1.000 6,000.00 1.000 6,000 006 HOURLY OFF-SITE HR 200.0000 32,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 007 DEVELOP WATER SUPPLY LS 668,947.3100 668,947.31 0.000 0 008 CONSTRUCTION AREA SIGNS LS 30,324.0000 30,324.00 0.000 0 009 TRAFFIC CONTROL SYSTEM LS 3,440,505.0000 3,440,505.00 0.000 0 010 TYPE III BARRICADE EA 372.7800 4,473.36 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 102,890.0700 102,890.07 0.000 0 012 JOB SITE MANAGEMENT LS 23,360,078.1400 23,360,078.14 0.538 2,567,722.04 0.538 12,567,722 013 STORMWATER POLLUTION PREVENTION PLAN LS 12,730.9600 12,730.96 1.000 12,730.96 1.000 12,730 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,446.7100 235,813.73 0.000 0 015 STORM WATER ANNUAL REPORT EA 2,000.0000 12,000.00 0.000 0 016 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 15,624.3600 46,873.08 0.000 0 CONTROL) 017 TEMPORARY CHECK DAM LF 20.6800 17,164.40 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 752.2900 3,761.45 0.000 0 019 TEMPORARY FIBER ROLL LF 8.3400 33,276.60 0.000 0 020 TEMPORARY CONSTRUCTION ENTRANCE EA 127,458.4600 382,375.38 0.000 0 021 STREET SWEEPING LS 752,566.0000 752,566.00 0.000 0 022 TEMPORARY CONCRETE WASHOUT LS 666,530.6400 666,530.64 0.000 0 PROGRAM CAS145 PAGE 2 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0P9244 TIME 04:14 PM ESTIMATE NO. 001 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: JUNHAO LIU DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 1.7900 1,825.80 0.000 0 024 INVASIVE SPECIES CONTROL LS 81,421.6600 81,421.66 0.020 1,628.43 0.020 1,628 025 TEMPORARY WILDLIFE EXCLUSION FENCE LF 21.5100 69,692.40 0.000 0 026 REMOVE CABLE NET DRAPERY SYSTEM SQFT 1.4500 638,000.00 0.000 0 027 TEMPORARY HIGH-VISIBILITY FENCE LF 5.2800 43,137.60 650.000 3,432.00 650.000 3,432 028 CLEARING AND GRUBBING (LS) LS 101,686.8400 101,686.84 0.000 0 029 ROADWAY EXCAVATION CY 82.5000 5,436,750.00 0.000 0 030 SHOULDER BACKING TON 279.1600 25,961.88 0.000 0 031 STRUCTURE EXCAVATION (NORTH AND SOUTH CY 683.7300 67,005.54 0.000 0 (F) PORTAL WALL) 032 GRAVEL CAP CY 312.6900 672,283.50 0.000 0 033 ENERGY ABSORPTION LAYER (AVALANCHE SHED) CY 285.5800 2,790,116.60 0.000 0 034 ENERGY ABSORPTION LAYER (HILLSIDE) CY 646.7700 2,541,806.10 0.000 0 035 LIGHTWEIGHT CELLULAR CONCRETE FILL CY 292.3300 675,282.30 0.000 0 036 GROUND MOVEMENT MONITORING DAY 816.6400 1,024,066.56 0.000 0 037 DATA MONITORING AND REPORTING MO 114,071.8200 7,756,883.76 0.000 0 038 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 15,624.3600 31,248.72 0.000 0 039 BONDED FIBER MATRIX (SQFT) SQFT 0.4000 10,120.00 0.000 0 040 HYDROMULCH SQFT 0.1600 7,872.00 0.000 0 041 COMPOST (CY) CY 121.0100 47,193.90 0.000 0 042 INCORPORATE MATERIALS SQFT 0.5000 24,600.00 0.000 0 043 CLASS 2 AGGREGATE BASE (CY) CY 256.2800 228,089.20 0.000 0 044 HOT MIX ASPHALT (TYPE A) TON 352.1000 676,032.00 0.000 0 045 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 554.1300 304,771.50 0.000 0 046 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 28.8600 18,470.40 0.000 0 047 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 80.8100 45,253.60 0.000 0 AREA) 048 TACK COAT TON 750.3814 2,026.03 0.000 0 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 39.4700 35,523.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0P9244 TIME 04:14 PM ESTIMATE NO. 001 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: JUNHAO LIU DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE BASE AND SURFACING CY 243.4200 158,223.00 0.000 0 051 GRIND SHED FLOOR SQYD 47.6900 16,214.60 0.000 0 052 GROUND ANCHOR (SUBHORIZONTAL) EA 71,596.7300 12,457,831.02 0.000 0 053 GROUND ANCHOR (SUB-HORIZONTAL, ALIGNMENT EA 14,996.5600 749,828.00 0.000 0 WALL) 054 SEGMENT MOVE OPERATION EA 1,935,810.3300 21,293,913.63 0.000 0 055 MICROPILE (AVALANCHE SHED, TYPE 3) EA 73,994.8200 12,357,134.94 0.000 0 056 MICROPILE (AVALANCHE SHED, TYPE 5) EA 74,131.5100 13,047,145.76 0.000 0 057 MICROPILE (ALIGNMENT WALL) EA 25,892.4700 1,553,548.20 0.000 0 058 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,727.5000 544,162.50 0.000 0 (F) 059 STRUCTURAL CONCRETE, HILLSIDE ENERGY CY 1,855.7800 1,614,528.60 0.000 0 (F) ABSORPTION LAYER SUPPORT 060 STRUCTURAL CONCRETE, UPPER RESTRAINING CY 2,345.3600 5,535,049.60 0.000 0 (F) BASE 061 STRUCTURAL CONCRETE, LOWER RESTRAINING CY 1,305.1400 13,508,199.00 0.000 0 (F) BASE 062 STRUCTURAL CONCRETE, AVALANCHE SHED CY 2,756.7700 38,263,967.60 0.000 0 (F) 063 STRUCTURAL CONCRETE, ALIGNMENT WALL CY 4,918.7400 2,164,245.60 0.000 0 (F) 064 STRUCTURAL CONCRETE, ROADWAY SURFACING CY 1,376.7600 1,982,534.40 0.000 0 (F) 065 STRUCTURAL CONCRETE, CASTING BED CY 2,216.2700 2,703,849.40 0.000 0 (F) 066 STRUCTURAL CONCRETE, HEADWALL CY 3,104.3000 90,024.70 0.000 0 (F) 067 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,133.4500 37,201.05 0.000 0 (F) 068 STRUCTURAL CONCRETE, PERGOLA CY 3,586.7400 1,093,955.70 0.000 0 (F) 069 STRUCTURAL CONCRETE, PORTAL WALL CY 10,218.8100 868,598.85 0.000 0 (F) 070 STRUCTURAL CONCRETE, PORTAL CURTAIN WALL CY 10,159.0000 101,590.00 0.000 0 (F) 071 STRUCTURAL CONCRETE, PORTAL CLOSURE WALL CY 31,696.9400 63,393.88 0.000 0 (F) 072 STRUCTURAL CONCRETE, AVALANCHE SHED CY 1,791.5100 1,755,679.80 0.000 0 (F) (ENERGY ABSORPTION LAYER CAP) 073 STRUCTURAL CONCRETE, AVALANCHE SHED ROOF CY 1,961.8000 4,590,612.00 0.000 0 (F) (POLYMER FIBER) 074 STRUCTURAL CONCRETE, AVALANCHE SHED ROOF CY 4,373.1800 393,586.20 0.000 0 (F) (HEADWALL) 075 GROUT (AVALANCHE SHED) CY 3,286.1300 1,100,853.55 0.000 0 076 SHED PIN LB 10.1600 387,096.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0P9244 TIME 04:14 PM ESTIMATE NO. 001 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: JUNHAO LIU DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FLOOR ANCHOR ASSEMBLY EA 880.6800 309,999.36 0.000 0 078 CONCRETE SURFACE TEXTURE SQFT 34.6300 528,107.50 0.000 0 (F) 079 DRILL AND BOND DOWEL LF 83.0700 1,130,167.35 0.000 0 080 DRILL AND BOND DOWEL (CHEMICAL LF 248.0100 20,088.81 0.000 0 ADHESIVE)(LF) 081 FURNISH PRECAST PERGOLA RAFTER EA 12,426.0000 198,816.00 0.000 0 082 ERECT PRECAST PERGOLA RAFTER EA 3,317.0200 53,072.32 0.000 0 083 PIPE PIN LB 14.4800 54,155.20 0.000 0 084 BAR REINFORCING STEEL (AVALANCHE SHED) LB 2.3400 6,786,000.00 0.000 0 (F) 085 BAR REINFORCING STEEL (AVALANCHE SHED, LB 1.2000 3,396,000.00 0.000 0 (F) EPOXY COATED) 086 BAR REINFORCING STEEL (ROADWAY LB 2.6000 187,200.00 0.000 0 (F) SURFACING) 087 BAR REINFORCING STEEL (UPPER RESTRAINING LB 2.2700 3,019,100.00 0.000 0 (F) BASE) 088 BAR REINFORCING STEEL (LOWER RESTRAINING LB 2.1500 9,610,500.00 0.000 0 (F) BASE) 089 BAR REINFORCING STEEL (CASTING BED) LB 1.8400 817,696.00 0.000 0 (F) 090 BAR REINFORCING STEEL (ALIGNMENT WALL) LB 4.2100 250,495.00 0.000 0 (F) 091 BAR REINFORCING STEEL (PORTAL WALL) LB 2.9500 43,660.00 0.000 0 (F) 092 BAR REINFORCING STEEL (PERGOLA) LB 1.9300 94,570.00 0.000 0 (F) 093 BAR REINFORCING STEEL (PORTAL CURTAIN LB 3.4100 3,375.90 0.000 0 (F) WALL) 094 BAR REINFORCING STEEL (PORTAL CLOSURE LB 5.3000 238.50 0.000 0 (F) WALL) 095 BAR REINFORCING STEEL (AVALANCHE SHED LB 2.0900 27,901.50 0.000 0 (F) ROOF, HEADWALL) 096 BAR REINFORCING STEEL (AVALANCHE SHED, LB 1.0000 688,000.00 0.000 0 (F) ENERGY ABSORPTION LAYER CAP) 097 BAR REINFORCING STEEL (AVALANCHE SHED LB 2.4500 14,283,500.00 0.000 0 (F) ROOF) 098 BAR REINFORCING STEEL (STRUCTURAL LB 1.7100 105,165.00 0.000 0 (F) SHOTCRETE) 099 SCULPTED SHOTCRETE SQFT 31.4000 1,905,980.00 0.000 0 100 STRUCTURAL SHOTCRETE CY 1,388.4100 1,041,307.50 0.000 0 (F) 101 WATERPROOFING AND COVER SQFT 5.8600 254,910.00 0.000 0 (F) 102 STRUCTURAL STEEL (AVALANCHE SHED) LB 6.4200 1,848,960.00 0.000 0 (F) 103 UNTREATED TIMBER LAGGING MFBM 7,099.7000 397,583.20 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0P9244 TIME 04:14 PM ESTIMATE NO. 001 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: JUNHAO LIU DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.1500 30,590.00 0.000 0 105 FURNISH POLYESTER CONCRETE OVERLAY CF 138.6000 350,658.00 0.000 0 106 PLACE POLYESTER CONCRETE OVERLAY SQFT 6.4200 170,772.00 0.000 0 (F) 107 ACCESS OPENING, SOFFIT EA 1,810.7800 119,511.48 0.000 0 108 BRIDGE REMOVAL, LOCATION A LS 321,761.5100 321,761.51 0.000 0 109 BRIDGE REMOVAL, LOCATION B LS 403,221.4900 403,221.49 0.000 0 110 CONCRETE BACKFILL (PIPE TRENCH) CY 752.9400 235,670.22 0.000 0 (F) 111 24" REINFORCED CONCRETE PIPE (CLASS II, LF 257.0900 218,526.50 0.000 0 RUBBER GASKET JOINT) 112 36" REINFORCED CONCRETE PIPE (CLASS III, LF 731.3200 168,203.60 0.000 0 RUBBER GASKET JOINT) 113 FURNISH AND INSTALL DRAIN PIPE LF 45.6000 83,904.00 0.000 0 (HORIZONTAL DRAIN) 114 DRILL HOLE (HORIZONTAL DRAIN) LF 226.9600 360,866.40 0.000 0 115 10" HORIZONTAL DRAIN COLLECTOR SYSTEM LF 231.5900 157,481.20 0.000 0 116 REMOVE CULVERT (LF) LF 54.9400 16,482.00 0.000 0 117 REMOVE HEADWALL EA 3,048.4700 12,193.88 0.000 0 118 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 253.3800 597,976.80 0.000 0 METHOD B) (CY) 119 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 198.9000 246,636.00 0.000 0 METHOD B) (CY) 120 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 16.0500 50,557.50 0.000 0 121 MISCELLANEOUS IRON AND STEEL LB 6.9100 8,257.45 0.000 0 (F) 122 ACCESS DOOR ASSEMBLY EA 10,225.0100 337,425.33 0.000 0 123 MISCELLANEOUS METAL LB 5.7900 926,400.00 0.000 0 (F) 124 PREPARE AND STAIN CONCRETE SQFT 15.5500 237,915.00 0.000 0 125 PREPARE AND STAIN SHOTCRETE SQFT 15.5500 943,885.00 0.000 0 126 STAIN GALVANIZED SURFACES (LS) LS 52,652.5800 52,652.58 0.000 0 127 CABLE NET DRAPERY SYSTEM SQFT 14.4300 1,948,050.00 0.000 0 128 REMOVE FENCE LF 29.0800 24,427.20 0.000 0 129 REMOVE GATE EA 1,163.2700 5,816.35 0.000 0 130 GUARD RAILING DELINEATOR EA 34.4600 2,860.18 0.000 0 PROGRAM CAS145 PAGE 6 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0P9244 TIME 04:14 PM ESTIMATE NO. 001 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: JUNHAO LIU DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MARKER (CULVERT) EA 136.8000 2,325.60 0.000 0 132 REMOVE ROADSIDE SIGN EA 290.8100 7,270.25 0.000 0 133 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 68.4000 1,710.00 0.000 0 (0.063"-UNFRAMED) 134 ROADSIDE SIGN - ONE POST EA 684.0000 1,368.00 0.000 0 135 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 513.0000 1,026.00 0.000 0 METHOD) 136 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 91.8800 137,820.00 0.000 0 137 VEGETATION CONTROL (MINOR CONCRETE) SQYD 266.5900 218,603.80 0.000 0 138 TUBULAR BICYCLE RAILING LF 122.0100 172,522.14 0.000 0 (F) 139 TRANSITION RAILING (TYPE AGT) EA 12,347.6100 49,390.44 0.000 0 140 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 10,308.8100 61,852.86 0.000 0 141 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 459.0200 386,494.84 0.000 0 (F) 142 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 800.7500 1,137,065.00 0.000 0 (F) 143 CONCRETE BARRIER TRANSITION LF 284.0500 12,498.20 0.000 0 (F) 144 REMOVE GUARDRAIL LF 16.0900 28,962.00 0.000 0 145 REMOVE CONCRETE BARRIER (TYPE K) LF 145.4100 37,806.60 0.000 0 146 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.6500 54,870.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 147 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 11.6300 279.12 0.000 0 148 12" RUMBLE STRIP (ASPHALT CONCRETE STA 363.2500 10,897.50 0.000 0 PAVEMENT) 149 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 46,530.6200 46,530.62 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 150 FLASHING BEACON SYSTEM LS 90,734.7000 90,734.70 0.000 0 151 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 63,979.5900 63,979.59 0.000 0 PROGRAM CAS145 PAGE 7 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0P9244 TIME 04:14 PM ESTIMATE NO. 001 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: JUNHAO LIU DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 12,608,260.69 12,608,260.69 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 12,608,260.69 12,608,260.69 152 MOBILIZATION LS 34,366,321.6200 34,366,321.62 0.000 0 ORIGINAL CONTRACT AMOUNT 343,657,293.94 TOTAL WORK COMPLETED 12,608,260.69 12,608,260.69 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 12,608,260.69 12,608,260.69 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 152 MOBILIZATION 34,365,729.39 34,366,321.62 592.23 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 09/05/25 1500 10/31/25 10/31/25 12/31/25 0 15 0 0 4% 0% PROGRESS IS SATISFACTORY JUNHAO LIU RESIDENT ENGINEER