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 12/19/25 EST. NO. 009 TIME 10:29 AM R.E. NAME: PRICE, LUCAS 03-3H8304 --------------------------------------------------------------------------- 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 12/19/25 EST. NO. 009 TIME 10:29 AM R.E. NAME: PRICE, LUCAS 03-3H8304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LETTER 7/25 -4,000.00 004 DEDUCT LETTER 8/25 -4,000.00 005 RETURN LETTER 7/25 4,000.00 005 DEDUCT LETTER 10/25 -6,000.00 007 RETURN LETTER 8/25 4,000.00 007 DEDUCT LTTR 12/2025 -9,000.00 009 -9,000.00 -15,000.00 TOTAL DEDUCTIONS -9,000.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 12/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H8304 TIME 10:29 AM ESTIMATE NO. 009 BID OPENING 09/26/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: PRICE, LUCAS DATE OF THIS ESTIMATE 12/19/25 LOCATION PROGRESS ESTIMATE 03-PLA-49-3.5/7.5 ----------------- PACIFIC INFRASTRUCTURE PLACER COUNTY IN AND NEAR AUBURN FROM 0.3 CONSTRUCTION, LLC MILE NORTH OF ROUTE 80/49 SEPARATION TO 871 COTTING COURT STE A 0.1 MILE NORTH OF DRY CREEK ROAD VACAVILLE CA 95688 FED. AID NO. PCML-6203(71)E CONSTRUCT SIDEWALKS, CURB RAMPS AND DRAINA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.750 7,500 003 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 18,000.00 1.000 6,000.00 3.000 18,000 005 HOURLY OFF-SITE HR 200.0000 12,000.00 4.500 900.00 21.000 4,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.590 5,900 007 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.750 22,500 008 TRAFFIC CONTROL SYSTEM LS 660,000.0000 660,000.00 0.590 389,400 009 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 35,000.0000 35,000.00 0.590 20,650 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.580 14,500 011 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 100.0000 8,400.00 0.000 0 012 JOB SITE MANAGEMENT LS 125,000.0000 125,000.00 0.590 73,750 013 STORMWATER POLLUTION PREVENTION PLAN LS 10,000.0000 10,000.00 0.660 6,600 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 700.0000 31,500.00 1.000 700.00 5.000 3,500 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 016 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 615.0000 7,380.00 7.000 4,305 CONTROL) 017 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.8400 3,284.40 2,945.000 2,473 MATRIX) 018 TEMPORARY COVER SQYD 6.3500 27,495.50 263.380 1,672 019 TEMPORARY CHECK DAM LF 5.0000 4,750.00 72.000 360 020 TEMPORARY DRAINAGE INLET PROTECTION EA 206.0000 14,626.00 30.000 6,180 021 TEMPORARY FIBER ROLL LF 3.7000 22,200.00 3,200.000 11,840 022 TEMPORARY GRAVEL BAG BERM LF 10.0000 27,000.00 83.000 830 PROGRAM CAS145 PAGE 2 DATE 12/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H8304 TIME 10:29 AM ESTIMATE NO. 009 BID OPENING 09/26/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: PRICE, LUCAS DATE OF THIS ESTIMATE 12/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY REINFORCED SILT FENCE LF 10.0000 3,500.00 484.000 4,840 024 TEMPORARY SILT FENCE LF 2.3000 11,500.00 0.000 0 025 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 36,000.00 2.000 12,000 026 STREET SWEEPING LS 10,000.0000 10,000.00 0.590 5,900 027 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.590 2,950 028 TREATED WOOD WASTE LB 1.0000 3,710.00 0.000 0 029 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 60,000.0000 60,000.00 0.660 39,600 030 INVASIVE SPECIES CONTROL LS 2,000.0000 2,000.00 0.660 1,320 031 RESET SHELTER EA 10,000.0000 10,000.00 1.000 10,000 032 REMOVE CONCRETE (SQYD) SQYD 85.0000 3,825.00 50.000 4,250 033 CLEARING AND GRUBBING (LS) LS 65,000.0000 65,000.00 1.000 65,000 034 ROADWAY EXCAVATION CY 100.0000 295,000.00 1,563.600 156,360 035 STRUCTURE EXCAVATION (BRIDGE) CY 85.0000 6,545.00 77.000 6,545 (F) 036 STRUCTURE EXCAVATION (ROCK) CY 500.0000 10,500.00 21.000 10,500 (F) 037 SAND BEDDING CY 600.0000 2,100.00 0.000 0 038 STRUCTURE BACKFILL (BRIDGE) CY 145.0000 14,645.00 101.000 14,645 (F) 039 CONCRETE BACKFILL CY 450.0000 43,200.00 0.000 0 (F) 040 IMPORTED BORROW (CY) CY 45.0000 74,700.00 1,446.800 65,106 041 PRUNE EXISTING PLANTS LS 45,000.0000 45,000.00 0.500 22,500 042 DECOMPOSED GRANITE SQFT 8.0000 89,600.00 7,220.000 57,760 043 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 612.0000 7,344.00 3.000 1,836.00 7.000 4,284 044 BONDED FIBER MATRIX (SQFT) SQFT 0.1800 5,598.00 18,662.000 3,359 045 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8000 24,880.00 15,134.000 12,107.20 32,841.000 26,272 046 HYDROMULCH SQFT 0.1100 3,091.00 27,099.000 2,980 047 FIBER ROLLS LF 6.3000 1,512.00 362.000 2,280.60 362.000 2,280 048 COMPOST (CY) CY 85.0000 31,450.00 130.000 11,050.00 370.000 31,450 049 CLASS 2 AGGREGATE BASE (CY) CY 135.0000 228,150.00 1,097.070 148,104 PROGRAM CAS145 PAGE 3 DATE 12/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H8304 TIME 10:29 AM ESTIMATE NO. 009 BID OPENING 09/26/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: PRICE, LUCAS DATE OF THIS ESTIMATE 12/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HOT MIX ASPHALT (TYPE A) TON 180.0000 302,400.00 432.800 77,904 051 MINOR HOT MIX ASPHALT TON 1,400.0000 4,760.00 0.000 0 052 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 80.0000 2,000.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 80.0000 5,440.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 80.0000 640.00 0.000 0 055 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 225.0000 1,350.00 0.000 0 AREA) 056 TACK COAT TON 5,000.0000 500.00 0.400 2,000 057 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 12.0000 25,200.00 2,349.500 28,194 058 REMOVE ASPHALT CONCRETE DIKE LF 15.0000 48,150.00 1,800.800 27,012 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 45.0000 1,710.00 0.000 0 060 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 3,000.0000 78,000.00 26.000 78,000 (F) 061 STRUCTURAL CONCRETE, BRIDGE CY 3,500.0000 203,000.00 58.000 203,000 (F) 062 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 5,500.0000 88,000.00 16.000 88,000 (F) FIBER) 063 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 158,400.00 35.800 78,760 (F) 064 STRUCTURAL CONCRETE, MANHOLE CY 3,500.0000 5,250.00 4.600 16,100 065 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 160.0000 134,080.00 838.000 134,080 SLAB (TYPE SIV) 066 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 26,000.0000 78,000.00 3.000 78,000 UNIT 067 JOINT SEAL (MR 1/2") LF 125.0000 3,125.00 25.000 3,125 068 BAR REINFORCING STEEL (BRIDGE) LB 3.0000 40,590.00 13,530.000 40,590 (F) 069 18" REINFORCED CONCRETE PIPE LF 185.0000 741,850.00 2,263.200 418,692 070 24" REINFORCED CONCRETE PIPE LF 286.0000 131,560.00 0.000 0 071 30" REINFORCED CONCRETE PIPE LF 175.0000 43,750.00 0.000 0 072 36" REINFORCED CONCRETE PIPE LF 320.0000 7,040.00 13.000 4,160 073 12" CORRUGATED STEEL PIPE (.079" THICK) LF 225.0000 8,550.00 4.000 900 074 18" CORRUGATED STEEL PIPE (.109" THICK) LF 175.0000 26,250.00 142.300 24,902 075 24" CORRUGATED STEEL PIPE (.109" THICK) LF 225.0000 4,050.00 0.000 0 076 36" CORRUGATED STEEL PIPE (.109" THICK) LF 13,000.0000 15,600.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H8304 TIME 10:29 AM ESTIMATE NO. 009 BID OPENING 09/26/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: PRICE, LUCAS DATE OF THIS ESTIMATE 12/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRAINAGE INLET MARKER EA 55.0000 1,925.00 0.000 0 078 12" STEEL FLARED END SECTION EA 2,600.0000 10,400.00 2.000 5,200 079 18" STEEL FLARED END SECTION EA 3,900.0000 19,500.00 2.000 7,800 080 36" STEEL FLARED END SECTION EA 3,900.0000 7,800.00 0.000 0 081 18" CONCRETE FLARED END SECTION EA 300.0000 600.00 0.000 0 082 ABANDON CULVERT (LF) LF 262.0000 14,148.00 0.000 0 083 REMOVE OVERSIDE DRAIN EA 1,000.0000 7,000.00 5.000 5,000 084 REMOVE CULVERT (LF) LF 67.0000 28,810.00 212.900 14,264 085 REMOVE INLET EA 7,000.0000 7,000.00 1.000 7,000 086 REMOVE FLARED END SECTION (EA) EA 500.0000 9,500.00 9.000 4,500 087 ADJUST INLET EA 2,500.0000 2,500.00 1.000 2,500 088 ADJUST MANHOLE EA 2,500.0000 2,500.00 1.000 2,500 089 MODIFY INLET EA 3,500.0000 3,500.00 1.000 3,500 090 MODIFY INLET TO MANHOLE EA 2,500.0000 7,500.00 2.000 5,000 091 CAP INLET EA 1,000.0000 1,000.00 0.000 0 092 SLOPE PAVING (CONCRETE) CY 1,200.0000 132,000.00 0.000 0 093 ROCK SLOPE PROTECTION (150 LB, CLASS CY 450.0000 18,450.00 36.800 16,560 III, METHOD B) (CY) 094 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 840.00 68.400 410 095 MINOR CONCRETE (CURB) (CY) CY 1,200.0000 49,200.00 29.200 35,040 096 MINOR CONCRETE (VALLEY GUTTER) CY 1,600.0000 11,200.00 0.000 0 097 DETECTABLE WARNING SURFACE SQFT 85.0000 25,500.00 126.000 10,710 098 MINOR CONCRETE (INTEGRAL CURB) CY 1,200.0000 9,600.00 9.870 11,844 099 MINOR CONCRETE (CURB AND GUTTER) CY 900.0000 468,000.00 279.400 251,460 100 MINOR CONCRETE (INTEGRAL RETAINING CURB) CY 1,400.0000 19,600.00 0.000 0 101 MINOR CONCRETE (ISLAND PAVING) CY 1,600.0000 19,200.00 0.000 0 102 MINOR CONCRETE (DRIVEWAY) CY 1,400.0000 114,800.00 26.100 36,540 103 MINOR CONCRETE (SIDEWALK) CY 1,200.0000 828,000.00 450.200 540,240 PROGRAM CAS145 PAGE 5 DATE 12/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H8304 TIME 10:29 AM ESTIMATE NO. 009 BID OPENING 09/26/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: PRICE, LUCAS DATE OF THIS ESTIMATE 12/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (STRUCTURE SIDEWALK) CY 1,200.0000 20,400.00 0.000 0 105 MINOR CONCRETE (CURB RAMP) CY 1,200.0000 57,600.00 24.300 29,160 106 REMOVE CONCRETE CURB (LF) LF 125.0000 16,250.00 35.100 4,387 107 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 25.0000 600.00 7.700 192 108 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 45.0000 900.00 0.000 0 109 REMOVE CONCRETE (CURB AND GUTTER) LF 65.0000 17,550.00 190.900 12,408 110 REMOVE CONCRETE DITCH LF 65.0000 91,650.00 1,410.000 91,650 111 PRE/POST CONSTRUCTION SURVEYS EA 1,400.0000 30,800.00 11.000 15,400 112 MISCELLANEOUS IRON AND STEEL LB 6.0000 51,912.00 4,011.000 24,066 (F) 113 MISCELLANEOUS METAL (BRIDGE) LB 45.0000 14,850.00 330.000 14,850 (F) 114 ADJUST ACCESS BOX FRAME AND COVER EA 2,000.0000 88,000.00 14.000 28,000 (UTILITY) 115 PARKING BUMPER (PRECAST CONCRETE) EA 600.0000 9,000.00 0.000 0 116 CHAIN LINK FENCE (TYPE CL-6) LF 73.0000 9,490.00 140.000 10,220 117 REMOVE FENCE LF 9.0000 1,620.00 140.000 1,260 118 OBJECT MARKER (TYPE Q) (CA) EA 45.0000 135.00 0.000 0 119 REMOVE ROADSIDE SIGN EA 500.0000 2,000.00 0.000 0 120 RESET ROADSIDE SIGN (ONE POST) EA 500.0000 4,500.00 3.000 1,500 121 RESET ROADSIDE SIGN (TWO POST) EA 500.0000 1,000.00 0.000 0 122 RELOCATE ROADSIDE SIGN-ONE POST EA 500.0000 11,500.00 10.000 5,000 123 RELOCATE ROADSIDE SIGN-TWO POST EA 500.0000 3,500.00 4.000 2,000 124 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 45.0000 171.00 0.000 0 (0.063"-UNFRAMED) 125 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 500.0000 2,000.00 0.000 0 METHOD) 126 MIDWEST GUARDRAIL SYSTEM (STRENGTHENED) LF 240.0000 9,120.00 0.000 0 127 PEDESTRIAN RAILING LF 290.0000 107,300.00 0.000 0 (F) 128 ORNAMENTAL RAILING LF 680.0000 146,200.00 0.000 0 (F) 129 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 8,500.0000 8,500.00 0.000 0 130 REMOVE GUARDRAIL LF 25.0000 7,750.00 128.000 3,200 PROGRAM CAS145 PAGE 6 DATE 12/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H8304 TIME 10:29 AM ESTIMATE NO. 009 BID OPENING 09/26/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: PRICE, LUCAS DATE OF THIS ESTIMATE 12/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 11.0000 13,970.00 0.000 0 WET NIGHT VISIBILITY) 132 PAINTED STALL LINES AND PAVEMENT SQFT 8.0000 1,280.00 0.000 0 MARKINGS 133 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 22.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 134 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 135 REMOVE PAINTED PAVEMENT MARKING SQFT 6.0000 1,020.00 0.000 0 136 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 2,700.00 0.000 0 137 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 2,280.00 0.000 0 138 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.590 2,950 SYSTEM ELEMENTS DURING CONSTRUCTION 139 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 95,000.0000 95,000.00 0.450 42,750 140 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 141 ASBESTOS COMPLIANCE PLAN LS 25,000.0000 25,000.00 0.660 16,500 142 DUST CONTROL PLAN (NATURALLY OCCURRING LS 15,000.0000 15,000.00 0.660 9,900 ASBESTOS) 143 SAMPLING AND ANALYSIS PLAN (NATURALLY LS 15,000.0000 15,000.00 0.660 9,900 OCCURRING ASBESTOS) 144 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 145 PORTABLE RADAR SPEED FEEDBACK SIGN LS 25,000.0000 25,000.00 0.590 14,750 SYSTEMS (LS) 146 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 147 TIME-RELATED OVERHEAD (WDAY) WDAY 3,800.0000 760,000.00 117.000 444,600 148 2" CONDUIT (BRIDGE) LS 5,000.0000 5,000.00 1.000 5,000 150 ADDITIVE ITEM 1 LS 1,100,000.0000 1,100,000.00 0.900 990,000 PROGRAM CAS145 PAGE 7 DATE 12/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H8304 TIME 10:29 AM ESTIMATE NO. 009 BID OPENING 09/26/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: PRICE, LUCAS DATE OF THIS ESTIMATE 12/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 34,873.80 5,342,301.86 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 201,335.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 34,873.80 5,543,637.25 149 MOBILIZATION LS 840,000.0000 840,000.00 1.000 840,000 ORIGINAL CONTRACT AMOUNT 9,784,573.90 TOTAL WORK COMPLETED 34,873.80 6,383,637.25 MATERIALS ON HAND ON SITE 37,225.58 DEDUCTIONS -9,000.00 -15,000.00 TOTAL 25,873.80 6,405,862.83 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 01/29/25 200 04/21/25 04/01/25 05/06/26 115 70 7 0 64% 56% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/18/25. PRICE, LUCAS RESIDENT ENGINEER