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 07/27/26 EST. NO. 004 TIME 12:43 PM R.E. NAME: WORDEN, EDWARD 02-3H7704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 012 0001 1,692.29 E.W. @ F.A.(+) 051326 N 0003.0 0008 1,049.81 060226 N 0011.0 0009 4,303.40 060926 N 0012.0 0010 84,509.81 052726 N 0013.0 0012 3,093.78 061026 N 0019.0 0013 3,247.38 053126 N 0015.0 0014 1,617.65 061126 N 0016.0 015 0001 1,262.62 E.W. @ F.A.(+) 060126 N 0002.0 100,776.74 TOTAL THIS ESTIMATE -7,476.90 TOTAL PREVIOUS ESTIMATE 93,299.84 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 07/27/26 EST. NO. 004 TIME 12:43 PM R.E. NAME: WORDEN, EDWARD 02-3H7704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LETTER 5/26 -2,000.00 002 RTN DEDUCT LTR 5/26 2,000.00 003 DEDUCT LETTER 7/26 -6,000.00 004 -6,000.00 -6,000.00 TOTAL DEDUCTIONS -6,000.00 -6,000.00 PROGRAM CAS145 PAGE 1 DATE 07/27/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H7704 TIME 12:43 PM ESTIMATE NO. 004 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 07/27/26 LOCATION PROGRESS ESTIMATE 02-TEH-99-0.0/12.5 ----------------- DESILVA GATES CONSTRUCTION, TEHAMA COUNTY IN AND NEAR LOS MOLINOS FROM LLC BUTTE COUNTY LINE TO LOS MOLINOS CREEK 11555 DUBLIN BLVD. BRIDGE DUBLIN CA 94568 FED. AID NO. ACNH-P099(695)E PLACE HMA, INSTALL CULVERTS, INSTALL GUARD ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 TIME-RELATED OVERHEAD (LS) LS 1,035,000.0000 1,035,000.00 0.173 179,055.00 0.444 459,540 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 1.000 6,000.00 2.000 12,000 004 HOURLY OFF-SITE HR 200.0000 8,000.00 1.000 200.00 6.000 1,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.173 8,650.00 0.443 22,150 006 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.061 2,440.00 0.815 32,600 007 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.173 103,800.00 0.444 266,400 008 UPRR PREQUALIFIED FLAGGING (LS) LS 20,000.0000 20,000.00 0.173 3,460.00 0.444 8,880 009 STATIONARY IMPACT ATTENUATOR VEHICLE LS 50,000.0000 50,000.00 0.173 8,650.00 0.444 22,200 (LS) 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 155,000.00 5,845.000 2,922.50 84,590.000 42,295 011 TRAFFIC DRUM EA 60.0000 55,800.00 100.000 6,000.00 427.000 25,620 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 20,000.0000 20,000.00 0.173 3,460.00 0.444 8,880 SYSTEMS (LS) 013 TEMPORARY BARRIER SYSTEM LF 20.0000 1,324,000.00 42,200.000 844,000.00 66,200.000 1,324,000 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.173 3,460.00 0.444 8,880 015 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 3,500.0000 140,000.00 20.000 70,000.00 38.000 133,000 016 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 1,000.0000 1,000.00 0.173 173.00 0.444 444 017 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.173 4,325.00 0.444 11,100 018 STORMWATER POLLUTION PREVENTION PLAN LS 2,000.0000 2,000.00 1.000 2,000 019 STORMWATER ANNUAL REPORT EA 3,000.0000 6,000.00 0.000 0 020 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 800.0000 4,800.00 3.000 2,400 CONTROL) 021 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.5000 16,800.00 0.000 0 MATRIX) 022 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 8,700.00 46.000 13,800 PROGRAM CAS145 PAGE 2 DATE 07/27/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H7704 TIME 12:43 PM ESTIMATE NO. 004 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 07/27/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 4.0000 148,000.00 14,310.000 57,240 024 TEMPORARY GRAVEL BAG BERM LF 20.0000 21,400.00 0.000 0 025 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 30,000.00 0.000 0 026 STREET SWEEPING LS 152,501.0000 152,501.00 0.173 26,382.67 0.444 67,710 027 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.173 865.00 0.444 2,220 028 TREATED WOOD WASTE LB 0.2500 6,750.00 7,020.000 1,755.00 7,020.000 1,755 029 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,500.0000 30,000.00 6.000 9,000 030 INVASIVE SPECIES CONTROL LS 10,000.0000 10,000.00 1.000 10,000 031 NOISE MONITORING LS 500.0000 500.00 0.000 0 032 REMOVE CONCRETE (SQYD) SQYD 50.0000 4,800.00 0.000 0 033 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 78,000.00 17,185.000 68,740 034 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 0.000 0 035 ROADWAY EXCAVATION CY 50.0000 2,995,000.00 6,264.310 313,215.50 41,659.210 2,082,960 036 SHOULDER BACKING TON 35.0000 261,450.00 0.000 0 037 DITCH EXCAVATION CY 100.0000 900.00 0.000 0 038 IMPORTED BORROW (CY) CY 0.1000 672.00 0.000 0 039 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 3.2500 313,300.00 10,678.700 34,705.78 70,944.990 230,571 A1 040 ROADSIDE CLEARING LS 25,000.0000 25,000.00 0.000 0 041 BONDED FIBER MATRIX (SQFT) SQFT 0.1800 89,820.00 0.000 0 042 COMPOST (CY) CY 72.0000 38,160.00 184.440 13,279.68 184.440 13,279 043 INCORPORATE MATERIALS SQFT 0.0600 10,260.00 59,880.000 3,592.80 59,880.000 3,592 044 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0 045 CLASS 2 AGGREGATE BASE (CY) CY 70.0000 2,310,000.00 3,630.540 254,137.80 23,694.520 1,658,616 046 ASPHALT-RUBBER BINDER TON 700.0000 385,000.00 0.000 0 047 PRECOATED AGGREGATE (SEAL COAT) TON 334.0000 1,239,140.00 0.000 0 048 SEGMENT CORRECTION EA 10,000.0000 60,000.00 0.000 0 049 REPLACE ASPHALT CONCRETE SURFACING CY 375.0000 1,800,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/27/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H7704 TIME 12:43 PM ESTIMATE NO. 004 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 07/27/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 130.0000 4,693,000.00 2,170.000 282,100.00 27,120.980 3,525,727 051 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 142.0000 6,503,600.00 0.000 0 052 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 118.0000 2,643,200.00 0.000 0 (OPEN GRADED FRICTION COURSE) 053 DATA CORE LS 10,000.0000 10,000.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 8.0000 6,160.00 0.000 0 055 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.0000 3,120.00 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.0000 4,000.00 0.000 0 057 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 1,760.00 0.000 0 058 TACK COAT TON 2,000.0000 300,000.00 8.110 16,220.00 13.610 27,220 059 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 30.0000 1,350.00 0.000 0 060 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 8,740.00 1,093.000 2,186 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 805,000.00 2,140.470 7,491.65 8,210.470 28,736 062 RAIL ELEMENT WALL SQFT 28.7500 66,700.00 90.000 2,587.50 161.400 4,640 063 STRUCTURAL CONCRETE, HEADWALL CY 3,175.0000 31,750.00 9.600 30,480 (F) 064 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,700.0000 245,700.00 11.200 30,240.00 33.500 90,450 (F) 065 CONCRETE BACKFILL (PIPE TRENCH) CY 2,000.0000 2,200.00 0.000 0 (F) 066 CONCRETE COLLAR EA 2,080.0000 10,400.00 4.000 8,320 067 DPP INFILTRATION AREA CY 135.0000 145,800.00 0.000 0 068 12" REINFORCED CONCRETE PIPE (CLASS III, LF 402.0000 64,320.00 6.000 2,412.00 168.000 67,536 RUBBER GASKET JOINT) 069 18" REINFORCED CONCRETE PIPE (CLASS III, LF 434.0000 56,420.00 0.000 0 RUBBER GASKET JOINT) 070 24" REINFORCED CONCRETE PIPE (CLASS III, LF 438.0000 245,280.00 8.000 3,504.00 17.000 7,446 RUBBER GASKET JOINT) 071 30" REINFORCED CONCRETE PIPE (CLASS III, LF 534.0000 69,420.00 0.000 0 RUBBER GASKET JOINT) 072 36" REINFORCED CONCRETE PIPE (CLASS III, LF 562.0000 494,560.00 368.000 206,816.00 641.000 360,242 RUBBER GASKET JOINT) 073 48" REINFORCED CONCRETE PIPE (CLASS III, LF 3,400.0000 27,200.00 12.000 40,800 RUBBER GASKET JOINT) 074 12" CORRUGATED STEEL PIPE (.079" THICK) LF 284.0000 9,940.00 35.000 9,940.00 35.000 9,940 075 18" CORRUGATED STEEL PIPE (.079" THICK) LF 300.0000 10,800.00 36.000 10,800 076 24" CORRUGATED STEEL PIPE (.109" THICK) LF 415.0000 8,300.00 20.000 8,300 PROGRAM CAS145 PAGE 4 DATE 07/27/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H7704 TIME 12:43 PM ESTIMATE NO. 004 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 07/27/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 30" CORRUGATED STEEL PIPE (.109" THICK) LF 380.0000 26,220.00 40.000 15,200.00 72.000 27,360 078 FLUME DOWNDRAIN LF 675.0000 22,275.00 36.000 24,300 079 18" TAPERED INLET EA 5,600.0000 11,200.00 2.000 11,200 080 FLUME ANCHOR ASSEMBLY EA 2,400.0000 9,600.00 4.000 9,600 081 12" WELDED STEEL PIPE (.250" THICK) LF 433.0000 51,960.00 115.000 49,795.00 115.000 49,795 082 18" STEEL FLARED END SECTION EA 3,000.0000 3,000.00 1.000 3,000 083 ABANDON CULVERT (LF) LF 75.0000 9,750.00 43.000 3,225 084 REMOVE OVERSIDE DRAIN EA 7,650.0000 7,650.00 1.000 7,650 085 REMOVE CULVERT (LF) LF 80.0000 45,600.00 88.000 7,040.00 437.100 34,968 086 REMOVE DOWNDRAIN (EA) EA 7,600.0000 7,600.00 1.000 7,600 087 REMOVE INLET EA 1,600.0000 3,200.00 1.000 1,600 088 REMOVE HEADWALL EA 7,500.0000 7,500.00 0.000 0 089 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 3,800.0000 7,600.00 2.000 7,600 090 REMOVE FLARED END SECTION (EA) EA 500.0000 500.00 1.000 500 091 SAND BACKFILL CY 925.0000 13,875.00 5.000 4,625 092 GABION CY 545.0000 92,105.00 60.300 32,863.50 168.400 91,778 (F) 093 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.5000 3,870.00 71.200 320.40 691.600 3,112 094 DETECTABLE WARNING SURFACE SQFT 50.0000 3,450.00 0.000 0 095 MINOR CONCRETE (CURB AND GUTTER) CY 1,000.0000 43,000.00 0.000 0 096 MINOR CONCRETE (DRIVEWAY) CY 1,500.0000 25,500.00 0.000 0 097 MINOR CONCRETE (SIDEWALK) CY 1,200.0000 37,200.00 0.000 0 098 MINOR CONCRETE (CURB RAMP) CY 1,500.0000 9,000.00 0.000 0 099 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 30.0000 9,300.00 0.000 0 100 REMOVE CONCRETE (CURB AND GUTTER) LF 30.0000 1,950.00 0.000 0 101 MISCELLANEOUS IRON AND STEEL LB 6.0000 32,244.00 0.000 0 (F) 102 ADJUST UTILITY COVER TO GRADE EA 2,000.0000 22,000.00 0.000 0 103 RELOCATE FENCE LF 185.0000 29,600.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/27/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H7704 TIME 12:43 PM ESTIMATE NO. 004 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 07/27/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DELINEATOR (CLASS 2) EA 60.0000 31,800.00 0.000 0 105 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 32,720.00 0.000 0 106 MILEPOST MARKER EA 80.0000 1,840.00 0.000 0 107 MARKER (CULVERT) EA 60.0000 5,520.00 0.000 0 108 TREATMENT BEST MANAGEMENT PRACTICE EA 100.0000 6,200.00 0.000 0 MARKER 109 OBJECT MARKER (TYPE L-1) EA 70.0000 8,400.00 0.000 0 110 REMOVE ROADSIDE SIGN (WOOD POST) EA 70.0000 1,960.00 0.000 0 111 REMOVE ROADSIDE SIGN PANEL EA 70.0000 350.00 0.000 0 112 REMOVE ROADSIDE SIGN (STEEL POST) EA 100.0000 1,900.00 0.000 0 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 8,600.00 0.000 0 (0.063"-UNFRAMED) 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 6,400.00 0.000 0 (0.080"-UNFRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 40.0000 1,560.00 0.000 0 (0.063"-FRAMED) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 40.0000 1,080.00 0.000 0 (0.080"-FRAMED) 117 ROADSIDE SIGN - ONE POST EA 450.0000 27,900.00 0.000 0 118 ROADSIDE SIGN - TWO POST EA 700.0000 2,100.00 0.000 0 119 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 500.00 0.000 0 METHOD) 120 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 25.0000 317,500.00 3,125.500 78,137.50 4,922.500 123,062 121 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 30.0000 15,900.00 525.000 15,750 122 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 389,500.00 0.000 0 123 TRANSITION RAILING (TYPE AGT) EA 3,500.0000 52,500.00 1.000 3,500.00 12.000 42,000 124 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,300.0000 2,600.00 1.000 1,300 125 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 2,850.0000 213,750.00 18.000 51,300.00 34.000 96,900 126 ALTERNATIVE CRASH CUSHION TL-3 EA 40,000.0000 40,000.00 1.000 40,000 127 CONCRETE BARRIER TRANSITION LF 950.0000 250,800.00 0.000 0 (F) 128 REMOVE GUARDRAIL LF 3.5000 6,265.00 1,125.000 3,937 129 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 12.0000 44,160.00 0.000 0 MARKING 130 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,930.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 6 DATE 07/27/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H7704 TIME 12:43 PM ESTIMATE NO. 004 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 07/27/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 36,120.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 132 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 258,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 133 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 330.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 134 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 2,870.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 135 REMOVE TRAFFIC STRIPE (HIGH-PRESSURE LF 1.0000 50,200.00 48,509.200 48,509 WATER BLASTING) 136 12" RUMBLE STRIP (ASPHALT CONCRETE STA 50.0000 89,000.00 0.000 0 PAVEMENT) 137 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 138 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 140,000.0000 140,000.00 0.000 0 139 MODIFYING TRAFFIC MONITORING STATIONS LS 103,000.0000 103,000.00 0.000 0 140 MODIFYING FLASHING BEACON SYSTEMS LS 7,000.0000 7,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 07/27/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H7704 TIME 12:43 PM ESTIMATE NO. 004 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 07/27/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,693,997.28 11,487,271.74 ADJUSTMENT OF COMPENSATION 0.00 -7,476.90 EXTRA WORK 100,776.74 100,776.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,794,774.02 11,580,571.58 141 MOBILIZATION LS 3,640,000.0000 3,640,000.00 0.950 3,458,000 ORIGINAL CONTRACT AMOUNT 36,477,477.00 TOTAL WORK COMPLETED 2,794,774.02 15,038,571.58 MATERIALS ON HAND ON SITE 45,915.23 158,916.47 DEDUCTIONS -6,000.00 -6,000.00 TOTAL 2,834,689.25 15,191,488.05 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 11/10/25 160 00/00/00 00/00/00 12/04/26 20 113 0 0 41% 13% PROGRESS IS SATISFACTORY *** SUSPENDED ON 01/07/26. WORDEN, EDWARD RESIDENT ENGINEER