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 07/21/26 EST. NO. 009 TIME 10:22 AM R.E. NAME: SAMPSON, TAD 03-0J5604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 010 0001 3,303.07 E.W. @ F.A.(+) 052126 N 0005.0 0002 5,380.03 052226 N 0006.0 0003 2,085.06 052726 N 0007.0 10,768.16 TOTAL THIS ESTIMATE 258,505.84 TOTAL PREVIOUS ESTIMATE 269,274.00 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 07/21/26 EST. NO. 009 TIME 10:22 AM R.E. NAME: SAMPSON, TAD 03-0J5604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LETTER 12/25 -10,000.00 002 DEDUCT LETTER 1/26 -6,000.00 003 DEDUCT LETTER 2/26 -5,000.00 004 RETURN LETTER 12/25 10,000.00 004 RETURN LETTER 1/26 6,000.00 004 DEDUCT LETTER 3/26 -1,000.00 005 RETURN LETTER 3/26 1,000.00 006 DEDUCT LETTER 4/26 -1,000.00 007 DEDUCT LETTER 5/26 -2,000.00 007 DEDUCT LETTER 7/26 -10,000.00 009 -10,000.00 -18,000.00 TOTAL DEDUCTIONS -10,000.00 -18,000.00 PROGRAM CAS145 PAGE 1 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J5604 TIME 10:22 AM ESTIMATE NO. 009 BID OPENING 04/17/25 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: SAMPSON, TAD DATE OF THIS ESTIMATE 07/21/26 LOCATION PROGRESS ESTIMATE 03-PLA-80-49.3/68.7 ----------------- 03-NEV-80-49.3/68.7 MERCER-FRASER COMPANY PLACER AND NEVADA COUNTIES FROM 0.3 MILE 200 DINSMORE DR EAST OF DRUM FOREBAY OVERCROSSING TO 0.2 FORTUNA CA 95540 MILE EAST OF TROY UNDERCROSSING FED. AID NO. PTIM-804(338)E RCP, WSP, AND ELECTRICAL SYSTEMS. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 TIME-RELATED OVERHEAD (LS) LS 939,766.4100 939,766.41 0.019 17,855.56 0.284 266,893 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 12,000.00 3.000 18,000 004 HOURLY OFF-SITE HR 200.0000 8,000.00 4.000 800.00 15.000 3,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 22,000.0000 22,000.00 0.750 16,500 006 TRAFFIC CONTROL SYSTEM LS 483,372.8200 483,372.82 0.415 200,599 007 TYPE III BARRICADE EA 154.9900 21,698.60 18.000 2,789 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 8.0000 13,120.00 168.000 1,344 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 74,800.00 6,224.000 6,224.00 40,215.000 40,215 010 TRAFFIC DRUM EA 105.9900 21,198.00 30.000 3,179 011 TEMPORARY BARRIER SYSTEM LF 92.3600 738,880.00 1,160.000 107,137 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 52,107.3000 52,107.30 0.019 990.04 0.284 14,798 013 TEMPORARY CRASH CUSHION TL-3 EA 6,655.7300 133,114.60 3.000 19,967 014 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 509.9400 20,397.60 0.000 0 015 JOB SITE MANAGEMENT LS 125,735.1400 125,735.14 0.019 2,388.97 0.284 35,708 016 WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 0.019 47.50 0.284 710 017 TEMPORARY CHECK DAM LF 86.4600 5,187.60 6.000 518.76 30.000 2,593 018 TEMPORARY DRAINAGE INLET PROTECTION EA 603.6800 2,414.72 2.000 1,207 019 TEMPORARY FIBER ROLL LF 13.4600 23,958.80 140.000 1,884.40 460.000 6,191 020 TEMPORARY GRAVEL BAG BERM LF 103.7500 5,187.50 0.000 0 021 TEMPORARY SILT FENCE LF 22.4200 8,519.60 0.000 0 022 STREET SWEEPING LS 262,912.0200 262,912.02 0.019 4,995.33 0.455 119,624 PROGRAM CAS145 PAGE 2 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J5604 TIME 10:22 AM ESTIMATE NO. 009 BID OPENING 04/17/25 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: SAMPSON, TAD DATE OF THIS ESTIMATE 07/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 10,997.8100 10,997.81 0.019 208.96 0.284 3,123 024 TREATED WOOD WASTE LB 0.5000 4,850.00 0.000 0 025 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 55,000.0000 55,000.00 0.019 1,045.00 0.284 15,620 026 CLEARING AND GRUBBING (ACRE) ACRE 142,663.9681 313,860.73 0.288 41,087 027 ROADWAY EXCAVATION CY 369.5000 118,240.00 149.000 55,055.50 149.000 55,055 028 IMPORTED BORROW (CY) CY 427.5600 15,392.16 0.000 0 029 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 6,000.00 0.000 0 030 BONDED FIBER MATRIX (SQFT) SQFT 0.2500 39,500.00 0.000 0 031 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.9000 142,200.00 0.000 0 032 FIBER ROLLS LF 5.0000 86,500.00 0.000 0 033 COMPOST (CY) CY 105.0000 102,900.00 0.000 0 034 CLASS 4 AGGREGATE SUBBASE CY 533.5400 256,099.20 66.360 35,405 035 CLASS 2 AGGREGATE BASE (CY) CY 746.2100 335,794.50 123.000 91,783.83 178.000 132,825 036 HOT MIX ASPHALT (TYPE A) TON 2,256.7400 451,348.00 123.000 277,579.02 191.600 432,391 037 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 372.2300 22,706.03 8.610 3,204.90 49.040 18,254 038 JOINTED PLAIN CONCRETE PAVEMENT CY 2,121.9100 1,018,516.80 12.220 25,929.74 83.330 176,818 039 DRILL AND BOND (DOWEL BAR) EA 120.1600 114,152.00 29.000 3,484.64 245.000 29,439 040 JOINT SEAL (ASPHALT RUBBER) LF 10.0000 26,000.00 0.000 0 041 REMOVE CONCRETE PAVEMENT (CY) CY 96.5000 46,320.00 154.730 14,931 042 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,626.6600 67,519.92 6.400 36,010 (F) 043 24" REINFORCED CONCRETE PIPE LF 1,013.7600 1,216,512.00 689.680 699,170 044 30" REINFORCED CONCRETE PIPE LF 1,092.0600 185,650.20 85.500 93,371 045 36" REINFORCED CONCRETE PIPE LF 1,016.0900 89,415.92 0.000 0 046 42" REINFORCED CONCRETE PIPE LF 1,190.7800 108,360.98 0.000 0 047 24" CORRUGATED STEEL PIPE (.109" THICK) LF 893.2900 116,127.70 123.400 110,231 048 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 049 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J5604 TIME 10:22 AM ESTIMATE NO. 009 BID OPENING 04/17/25 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: SAMPSON, TAD DATE OF THIS ESTIMATE 07/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 24" STEEL FLARED END SECTION EA 1,543.3800 3,086.76 3.000 4,630 051 36" STEEL FLARED END SECTION EA 2,077.7100 8,310.84 2.000 4,155 052 48" STEEL FLARED END SECTION EA 2,407.6300 2,407.63 0.000 0 053 24" CONCRETE FLARED END SECTION EA 4,761.1700 80,939.89 2.000 9,522.34 7.000 33,328 054 30" CONCRETE FLARED END SECTION EA 6,080.8900 12,161.78 1.000 6,080 055 36" CONCRETE FLARED END SECTION EA 7,840.5600 31,362.24 1.000 7,840.56 1.000 7,840 056 42" CONCRETE FLARED END SECTION EA 8,940.3400 17,880.68 0.000 0 057 ABANDON CULVERT (LF) LF 277.2400 85,944.40 0.000 0 058 REMOVE CULVERT (LF) LF 190.9100 395,183.70 899.550 171,733 059 REMOVE INLET EA 3,801.9500 11,405.85 2.000 7,603 060 REMOVE FLARED END SECTION (EA) EA 993.5000 19,870.00 1.000 993.50 3.000 2,980 061 CLEANING, INSPECTING, AND PREPARING LF 40.0000 41,600.00 0.000 0 CULVERT (LF) 062 CONCRETE INVERT PAVING CY 4,081.9700 334,721.54 0.000 0 063 SAND BACKFILL CY 414.6400 22,805.20 0.000 0 064 ROCK SLOPE PROTECTION (3/8 T, CLASS VI, CY 410.3700 21,749.61 18.700 7,673.92 18.700 7,673 METHOD B) (CY) 065 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 423.0900 59,232.60 24.800 10,492 METHOD B) (CY) 066 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 432.1700 37,166.62 10.400 4,494.57 10.400 4,494 METHOD B) (CY) 067 ROCK SLOPE PROTECTION (150 LB, CLASS CY 592.6400 10,667.52 19.200 11,378 III, METHOD B) (CY) 068 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 494.0600 13,833.68 0.000 0 METHOD B) (CY) 069 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 535.8300 9,109.11 8.500 4,554 METHOD B) (CY) 070 ROCK SLOPE PROTECTION (1/2 T, CLASS VII, CY 485.9900 42,767.12 0.000 0 METHOD B) (CY) 071 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 13.8000 6,210.00 28.400 391.92 76.100 1,050 072 MISCELLANEOUS IRON AND STEEL LB 8.8000 12,672.00 170.700 1,502 (F) 073 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 44.0000 66,000.00 0.000 0 074 VEGETATION CONTROL (MINOR CONCRETE) SQYD 350.0000 5,600.00 0.000 0 075 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,500.0000 12,500.00 0.000 0 076 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,100.0000 25,500.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J5604 TIME 10:22 AM ESTIMATE NO. 009 BID OPENING 04/17/25 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: SAMPSON, TAD DATE OF THIS ESTIMATE 07/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE GUARDRAIL LF 12.0000 8,160.00 0.000 0 078 REMOVE (THERMOPLASTIC OR PAINTED) LF 1.0000 139,000.00 6,224.000 6,224.00 38,343.000 38,343 TRAFFIC STRIPE (HIGH PRESSURE WATER BLASTING) 079 6" METHYL METHACRYLATE PAINT TRAFFIC LF 2.0000 71,600.00 0.000 0 STRIPE (RECESSED) 080 6" METHYL METHACRYLATE PAINT TRAFFIC LF 2.0000 42,000.00 0.000 0 STRIPE (RECESSED, BROKEN 36-12) 081 CONTRAST STRIPE PAINT (2-COAT) LF 3.0000 135,600.00 0.000 0 082 ROADSIDE WEATHER INFORMATION SYSTEM LS 386,741.0000 386,741.00 0.007 2,707 083 VARIABLE MESSAGE SIGN SYSTEM LS 2,525,475.0000 2,525,475.00 0.014 35,356 084 CAMERA SYSTEMS LS 1,093,046.0000 1,093,046.00 0.011 12,023.51 0.011 12,023 085 REMOVING CLOSED CIRCUIT TELEVISION LS 13,765.0000 13,765.00 0.000 0 SYSTEM 086 MODIFYING AUTOMATIC VEHICLE LS 30,321.0000 30,321.00 0.000 0 CLASSIFICATION SYSTEM 087 MODIFYING TRAFFIC MONITORING STATIONS LS 182,117.0000 182,117.00 0.000 0 088 REMOVE ROADSIDE WEATHER INFORMATION LS 11,600.0000 11,600.00 1.000 11,600 SYSTEM 089 REMOVING EXTINGUISHABLE MESSAGE SIGN LS 160,416.0000 160,416.00 0.101 16,202.02 0.200 32,083 SYSTEMS 090 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 091 24" ANCHOR ASSEMBLY EA 900.0000 6,300.00 7.000 6,300 092 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 093 36" WELDED STEEL PIPE TRENCHLESS LF 1,343.7900 752,522.40 240.000 322,509 INSTALLATION METHOD PROGRAM CAS145 PAGE 5 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J5604 TIME 10:22 AM ESTIMATE NO. 009 BID OPENING 04/17/25 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: SAMPSON, TAD DATE OF THIS ESTIMATE 07/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 559,362.49 3,497,620.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 10,768.16 269,274.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 570,130.65 3,766,894.10 094 MOBILIZATION LS 775,053.5000 775,053.50 0.950 736,300 ORIGINAL CONTRACT AMOUNT 15,654,240.33 TOTAL WORK COMPLETED 570,130.65 4,503,194.93 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -18,000.00 TOTAL 560,130.65 4,485,194.93 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 08/20/25 155 11/18/25 11/18/25 12/30/26 44 122 0 0 30% 28% PROGRESS IS SATISFACTORY SAMPSON, TAD RESIDENT ENGINEER