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 09/18/25 EST. NO. 017 TIME 09:34 AM R.E. NAME: SAMPSON, TAD 03-3H6104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 014 0001 1,041,667.17 E.W. @ L.S.(+) 090825 N DGC1 0002 1,031,951.01 A.C. @ L.S.(+) 090825 N DGC2 0003 -17,000.00 A.C. @ L.S.(-) 091025 N 0003 017 0025 4,878.06 E.W. @ F.A.(+) 051925 N 0248.0 0025-1 -4,878.06 051925 N 0248.0 DAO CORRECTING ENTRY 0026 5,678.53 052025 N 0249.0 0026-1 -5,678.53 052025 N 0249.0 DAO CORRECTING ENTRY 0027 3,014.09 052125 N 0250.0 0027-1 -3,014.09 052125 N 0250.0 DAO CORRECTING ENTRY 0028 1,032.79 052325 N 0253.0 0028-1 -1,032.79 052325 N 0253.0 DAO CORRECTING ENTRY 0029 495.25 070325 N 0263.0 0029-1 -495.25 070325 N 0263.0 DAO CORRECTING ENTRY 0030 2,439.03 051925 N 0248.1 0031 2,839.27 052025 N 0249.1 0032 1,507.05 052125 N 0250.1 0033 516.40 052325 N 0253.1 0034 495.25 070325 N 0263.1 018 0008 1,689.81 E.W. @ F.A.(+) 081825 N 0282.0 0009 1,949.75 071125 N 0283.0 034 0036 165.09 E.W. @ F.A.(+) 041125 N 0245.0 0037 4,455.00 041125 N 0241.0 038 0013 7,625.07 E.W. @ F.A.(+) 081525 N 0281.0 039 0005 19,605.25 E.W. @ F.A.(+) 061225 N 0244.0 040 0001 1,657.42 E.W. @ F.A.(+) 061225 N 0259.0 0002 4,630.78 061225 N 0285.0 044 0004 1,136.32 E.W. @ F.A.(+) 061125 N 0257.0 0005 10,659.00 041725 N 0242.0 046 0003 530.95 E.W. @ F.A.(+) 061025 N 0255.0 0004 3,750.49 061125 N 0256.0 0005 581.94 061225 N 0258.0 0006 581.94 061325 N 0260.0 0007 4,063.79 061125 N 0284.0 0008 1,067.00 061325 N 0287.0 050 0001 637.56 E.W. @ F.A.(+) 052325 N 0275.0 0002 1,122.42 052325 N 0251.0 0003 6,053.11 053025 N 0254.0 052 0001 16,583.11 E.W. @ F.A.(+) 061725 N 0279.0 0002 531.96 070125 N 0261.0 0003 773.20 070225 N 0262.0 0004 4,053.43 070225 N 0286.0 0005 4,060.89 061725 N 0289.0 2,162,380.46 TOTAL THIS ESTIMATE 4,321,824.25 TOTAL PREVIOUS ESTIMATE 6,484,204.71 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 09/18/25 EST. NO. 017 TIME 09:34 AM R.E. NAME: SAMPSON, TAD 03-3H6104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA-1391 -10,000.00 003 FHWA-1391 10,000.00 006 FHWA 1391 -10,000.00 016 FHWA 1391 10,000.00 017 10,000.00 0.00 LABOR COMPLIANCE VIOLATION DEDUCT LETTER 8/24 -10,000.00 003 DEDUCT LETTER 10/24 -5,000.00 006 DEDUCT LETTER 11/24 -13,000.00 007 DEDUCT LETTER 12/24 -9,000.00 008 RETURN LETTER 8/24 10,000.00 008 DEDUCT LETTER 12/24 -2,000.00 009 DEDUCT LETTER 2/25 -4,000.00 010 RETURN LETTER 10/24 5,000.00 010 RETURN LETTER 11/24 13,000.00 010 RETURN LETTER 12/24 9,000.00 010 RETURN LETTER 12/24 2,000.00 010 DEDUCT LETTER 4/25 -1,000.00 012 RETURN LETTER 2/25 4,000.00 012 RETURN LETTER 4/25 1,000.00 013 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H6104 TIME 09:34 AM ESTIMATE NO. 017 BID OPENING 01/09/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 09/18/25 LOCATION PROGRESS ESTIMATE 03-PLA-80-42.7/49.3 ----------------- DESILVA GATES CONSTRUCTION LLC PLACER COUNTY ABOUT 9.4 MILES NORTH OF 11555 DUBLIN BLVD. COLFAX FROM 0.5 MILE WEST OF MONTE VISTA DUBLIN CA 94568 OVERCROSSING TO 0.3 MILE EAST OF DRUM FOREBAY OVERCROSSING FED. AID NO. ACIM-804(336)E RDWY EXC, HMA, JPCP, ALT PIPELINER, STEEL ------------------------------------------------------------------------------------------------------------------------------------ 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 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.500 2,500 003 TIME-RELATED OVERHEAD (LS) LS 5,100,000.0000 5,100,000.00 0.059 300,900.00 0.303 1,545,300 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 48,000.00 1.000 6,000.00 6.000 36,000 005 HOURLY OFF-SITE HR 200.0000 12,000.00 19.000 3,800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 400,000.0000 400,000.00 0.040 16,000.00 0.560 224,000 007 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.750 56,250 008 TRAFFIC CONTROL SYSTEM LS 3,810,953.0000 3,810,953.00 0.040 152,438.12 0.560 2,134,133 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,200.0000 12,000.00 0.000 0 010 TYPE III BARRICADE EA 140.0000 7,700.00 28.000 3,920 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 229,000.00 472,386.000 236,193 012 PLASTIC TRAFFIC DRUMS EA 60.0000 153,600.00 652.000 39,120 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 100.0000 48,000.00 4.000 400.00 223.000 22,300 SYSTEM DAY 014 TEMPORARY BARRIER SYSTEM LF 21.0000 2,415,000.00 79,370.000 1,666,770 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 100,000.0000 100,000.00 0.040 4,000.00 0.560 56,000 016 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 5,000.0000 160,000.00 34.000 170,000 017 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 75.0000 12,000.00 0.000 0 018 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.040 8,000.00 0.560 112,000 019 STORMWATER POLLUTION PREVENTION PLAN LS 5,000.0000 5,000.00 0.040 200.00 0.560 2,800 020 RAIN EVENT ACTION PLAN EA 500.0000 26,500.00 0.000 0 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 50,000.00 22.000 8,800 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H6104 TIME 09:34 AM ESTIMATE NO. 017 BID OPENING 01/09/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 09/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY EROSION CONTROL BLANKET SQYD 6.0000 30,000.00 0.000 0 024 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 600.0000 7,200.00 6.000 3,600 CONTROL) 025 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.5000 13,200.00 5,079.440 2,539.72 24,367.220 12,183 MATRIX) 026 TEMPORARY TACKED STRAW SQYD 1.5000 7,500.00 0.000 0 027 TEMPORARY COVER SQYD 4.0000 105,600.00 5,578.000 22,312 028 TEMPORARY CHECK DAM LF 8.0000 34,240.00 1,268.000 10,144 029 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 34,200.00 80.000 16,000 030 TEMPORARY FIBER ROLL LF 4.0000 20,000.00 5,814.000 23,256 031 TEMPORARY GRAVEL BAG BERM LF 15.0000 165,000.00 2,963.000 44,445 032 TEMPORARY REINFORCED SILT FENCE LF 10.0000 250,000.00 10,056.000 100,560 033 TEMPORARY SILT FENCE LF 4.0000 9,200.00 417.000 1,668 034 TEMPORARY CONSTRUCTION ENTRANCE EA 15,000.0000 150,000.00 8.000 120,000 035 STREET SWEEPING LS 500,000.0000 500,000.00 0.040 20,000.00 0.560 280,000 036 TEMPORARY CONCRETE WASHOUT LS 50,000.0000 50,000.00 0.040 2,000.00 0.560 28,000 037 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 19,000.00 9.000 4,500 038 WATER QUALITY MONITORING REPORT EA 500.0000 10,000.00 2.000 1,000.00 15.000 7,500 039 WATER QUALITY ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 040 TEMPORARY CREEK DIVERSION SYSTEMS LS 300,000.0000 300,000.00 0.500 150,000 041 TREATED WOOD WASTE LB 0.3000 123,300.00 183,620.000 55,086 042 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 50,000.0000 50,000.00 0.040 2,000.00 0.560 28,000 043 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 37,650.00 6,480.000 32,400 044 CLEARING AND GRUBBING (LS) LS 2,200,000.0000 2,200,000.00 -0.063 -138,600.00 0.782 1,720,400 045 ROADWAY EXCAVATION CY 50.0000 5,550,000.00 -2,686.340 -134,317.00 83,334.500 4,166,725 046 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 400.0000 1,378,000.00 82.690 33,076.00 1,677.690 671,076 (F) 047 STRUCTURE EXCAVATION (GROUND ANCHOR CY 400.0000 60,000.00 150.000 60,000 (F) WALL) 048 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 400.0000 10,400.00 26.000 10,400 (F) 049 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 120.0000 255,000.00 617.587 74,110.44 1,335.587 160,270 (F) PROGRAM CAS145 PAGE 3 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H6104 TIME 09:34 AM ESTIMATE NO. 017 BID OPENING 01/09/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 09/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 400.0000 1,474,800.00 1,102.000 440,800 (F) 051 LEAN CONCRETE BACKFILL CY 800.0000 1,084,000.00 426.000 340,800 (F) 052 ORGANIC FERTILIZER LB 25.0000 300.00 0.000 0 053 PLANT (GROUP A) EA 50.0000 4,350.00 0.000 0 054 PLANT (GROUP B) EA 200.0000 2,400.00 0.000 0 055 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0 056 WOOD MULCH CY 400.0000 2,800.00 0.000 0 057 FOLIAGE PROTECTOR EA 200.0000 19,800.00 0.000 0 058 TEMPORARY IRRIGATION SYSTEM LS 10,000.0000 10,000.00 0.000 0 059 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 4,200.00 2.000 1,400 060 DUFF (SQFT) SQFT 0.7000 312,200.00 0.000 0 061 BONDED FIBER MATRIX (SQFT) SQFT 0.2000 155,200.00 284,872.000 56,974 062 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 119,400.00 175,676.000 105,405 063 FIBER ROLLS LF 3.5000 172,550.00 120.000 420.00 18,807.000 65,824 064 COMPOST (CY) CY 80.0000 32,400.00 0.000 0 065 INCORPORATE MATERIALS SQFT 0.1000 6,560.00 0.000 0 066 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 2,360,000.00 2,142.000 214,200.00 10,452.830 1,045,283 067 HOT MIX ASPHALT (TYPE A) TON 170.0000 6,426,000.00 18,638.120 3,168,480 068 COLORED HOT MIX ASPHALT SQFT 8.0000 112,800.00 0.000 0 069 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 5,480.00 1,380.000 5,520 070 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 512.00 12.000 48 071 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 3,120.00 1,567.000 6,268 072 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 26,600.00 0.000 0 073 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 100.0000 1,000.00 371.190 37,119 AREA) 074 TACK COAT TON 2,500.0000 46,750.00 25.320 63,300 075 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 47,450.00 2,913.000 14,565 076 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 582,000.00 653.000 6,530 PROGRAM CAS145 PAGE 4 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H6104 TIME 09:34 AM ESTIMATE NO. 017 BID OPENING 01/09/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 09/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PRECAST CONCRETE PAVEMENT (PCP (RANDOM)) CY 4,000.0000 1,040,000.00 0.000 0 078 JOINTED PLAIN CONCRETE PAVEMENT CY 385.0000 10,895,500.00 10,380.800 3,996,608 079 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 60.0000 3,078,000.00 34,565.810 2,073,948 080 GROOVE EXISTING CONCRETE PAVEMENT SQYD 6.0000 507,600.00 0.000 0 081 GRIND EXISTING CONCRETE PAVEMENT SQYD 6.0000 507,600.00 1,174.000 7,044 082 GROUND ANCHOR (SUBHORIZONTAL) EA 6,500.0000 4,283,500.00 270.000 1,755,000 083 STEEL SOLDIER PILE (HP 12 X 84) LF 60.0000 165,600.00 0.000 0 084 STEEL SOLDIER PILE (HP 14 X 89) LF 65.0000 260,325.00 0.000 0 085 STEEL SOLDIER PILE (HP 14 X 117) LF 85.0000 593,300.00 3,290.000 279,650 086 STEEL SOLDIER PILE (2 - C 15 X 50) LF 140.0000 2,527,700.00 6,120.000 856,800 087 30" DRILLED HOLE LF 150.0000 4,001,700.00 7,874.000 1,181,100 088 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 4,000.0000 840,000.00 0.000 0 (SIGN FOUNDATION) 089 STRUCTURAL CONCRETE, WALL FACING CY 1,600.0000 5,372,800.00 764.849 1,223,758.40 1,257.243 2,011,588 (F) 090 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,000.0000 1,205,000.00 0.000 0 (F) 091 STRUCTURAL CONCRETE, BOX CULVERT CY 12,000.0000 7,752,000.00 456.140 5,473,680 (F) 092 STRUCTURAL CONCRETE, HEADWALL CY 2,500.0000 352,500.00 70.600 176,500 (F) 093 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,000.0000 895,000.00 30.600 153,000.00 86.400 432,000 (F) 094 MINOR CONCRETE (MINOR STRUCTURE) CY 2,500.0000 300,000.00 4.500 11,250 (F) 095 CONCRETE SURFACE TEXTURE (FRACTURED SQFT 50.0000 43,300.00 866.000 43,300 (F) GRANITE) 096 CONCRETE SURFACE TEXTURE (RANDOM ROUGH SQFT 45.0000 221,220.00 4,916.000 221,220 (F) STACKED ROCK) 097 BAR REINFORCING STEEL (GROUND ANCHOR LB 2.5000 70,510.00 28,204.000 70,510 (F) WALL) 098 BAR REINFORCING STEEL (WALL FACING) LB 2.5000 775,960.00 33,957.000 84,892 (F) 099 BAR REINFORCING STEEL (WALL FACING, LB 3.0000 88,920.00 0.000 0 (F) EPOXY COATED) 100 STRUCTURAL SHOTCRETE CY 2,000.0000 88,000.00 44.000 88,000 (F) 101 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 7.0000 966,000.00 0.000 0 102 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.5000 69,000.00 0.000 0 103 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 100.0000 72,000.00 0.000 0 TRUSS) PROGRAM CAS145 PAGE 5 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H6104 TIME 09:34 AM ESTIMATE NO. 017 BID OPENING 01/09/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 09/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE SIGN STRUCTURE (EA) EA 7,000.0000 49,000.00 2.000 14,000 105 MODIFY SIGN STRUCTURE EA 2,000.0000 10,000.00 0.000 0 106 TIMBER LAGGING MFBM 6,500.0000 2,951,000.00 45.000 292,500.00 136.000 884,000 (F) 107 CLEAN AND PAINT STEEL SOLDIER PILING LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 108 REMOVE RETAINING WALL (LF) LF 400.0000 97,200.00 0.000 0 109 REMOVE RETAINING WALL (PORTION) (LF) LF 200.0000 79,200.00 0.000 0 110 12" ALTERNATIVE PIPE CULVERT LF 900.0000 99,000.00 41.200 37,080.00 45.200 40,680 111 18" ALTERNATIVE PIPE CULVERT LF 350.0000 584,500.00 12.500 4,375.00 12.500 4,375 112 21" ALTERNATIVE PIPE CULVERT LF 700.0000 9,100.00 13.000 9,100.00 13.000 9,100 113 24" ALTERNATIVE PIPE CULVERT LF 400.0000 784,000.00 771.600 308,640.00 830.200 332,080 114 30" ALTERNATIVE PIPE CULVERT LF 500.0000 275,000.00 30.700 15,350.00 70.700 35,350 115 36" ALTERNATIVE PIPE CULVERT LF 1,800.0000 19,800.00 6.600 11,880.00 6.600 11,880 116 54" ALTERNATIVE PIPE CULVERT LF 1,500.0000 19,500.00 12.400 18,600 117 CLASS 4 PERMEABLE MATERIAL CY 150.0000 45,000.00 247.190 37,078.50 256.190 38,428 118 FILTER FABRIC (CLASS D) SQYD 20.0000 22,000.00 879.180 17,583.60 935.180 18,703 119 36" NONREINFORCED CONCRETE PIPE LF 500.0000 2,000.00 0.000 0 120 4" PLASTIC PIPE (RETAINING WALL DRAIN) LF 25.0000 450.00 0.000 0 121 10" PERFORATED PLASTIC PIPE UNDERDRAIN LF 275.0000 242,000.00 763.000 209,825.00 763.000 209,825 122 18" ANCHOR ASSEMBLY EA 3,500.0000 3,500.00 0.000 0 123 24" ANCHOR ASSEMBLY EA 4,000.0000 8,000.00 0.000 0 124 DRAINAGE INLET MARKER EA 50.0000 250.00 0.000 0 125 PIPE DOME (WALL DRAIN) EA 4,000.0000 16,000.00 0.000 0 126 18" STEEL FLARED END SECTION EA 3,000.0000 3,000.00 0.000 0 127 24" STEEL FLARED END SECTION EA 3,000.0000 27,000.00 1.000 3,000.00 5.000 15,000 128 54" STEEL FLARED END SECTION EA 7,000.0000 7,000.00 1.000 7,000 129 REMOVE ENTRANCE TAPER EA 2,000.0000 12,000.00 5.000 10,000 130 REMOVE CULVERT (LF) LF 250.0000 735,000.00 30.700 7,675.00 1,219.400 304,850 PROGRAM CAS145 PAGE 6 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H6104 TIME 09:34 AM ESTIMATE NO. 017 BID OPENING 01/09/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 09/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE DOWNDRAIN (EA) EA 5,000.0000 45,000.00 5.000 25,000 132 REMOVE INLET EA 4,000.0000 140,000.00 21.000 84,000 133 REMOVE FLARED END SECTION (EA) EA 1,500.0000 6,000.00 4.000 6,000 134 ADJUST INLET EA 10,000.0000 10,000.00 0.000 0 135 12" ALTERNATIVE PIPELINER LF 300.0000 14,700.00 0.000 0 136 18" ALTERNATIVE PIPELINER LF 650.0000 286,000.00 0.000 0 137 24" ALTERNATIVE PIPELINER LF 450.0000 936,000.00 0.000 0 138 30" ALTERNATIVE PIPELINER LF 300.0000 45,000.00 0.000 0 139 36" ALTERNATIVE PIPELINER LF 200.0000 76,000.00 0.000 0 140 48" ALTERNATIVE PIPELINER LF 450.0000 76,500.00 0.000 0 141 CLEANING, INSPECTING, AND PREPARING LF 21.0000 77,700.00 526.080 11,047 CULVERT (LF) 142 CONCRETE INVERT PAVING CY 4,500.0000 108,000.00 0.000 0 143 CULVERT SLURRY-CEMENT BACKFILL CY 250.0000 280,000.00 240.000 60,000 144 SLOPE PAVING (CONCRETE) CY 3,000.0000 87,000.00 0.000 0 145 ROCK SLOPE PROTECTION (150 LB, CLASS CY 250.0000 512,500.00 161.500 40,375.00 161.500 40,375 III, METHOD B) (CY) 146 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 250.0000 2,500.00 17.000 4,250 METHOD B) (CY) 147 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 35,900.00 484.700 4,847.00 535.700 5,357 148 MINOR CONCRETE (CURB) (CY) CY 2,000.0000 63,000.00 0.000 0 149 MINOR CONCRETE (GUTTER) (LF) LF 70.0000 52,430.00 143.000 10,010 150 MINOR CONCRETE (GUTTER DEPRESSION) CY 2,000.0000 134,000.00 0.000 0 151 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 152 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 38,000.00 999.000 19,980 153 PCC DIKE (TYPE C) LF 60.0000 18,600.00 151.000 9,060 154 PCC DIKE (TYPE F) LF 50.0000 222,500.00 4,019.000 200,950 155 MISCELLANEOUS IRON AND STEEL LB 3.0000 67,725.00 5,019.000 15,057.00 5,975.000 17,925 (F) 156 MISCELLANEOUS METAL LB 25.0000 26,500.00 0.000 0 (F) 157 PREPARE AND STAIN CONCRETE SQFT 8.0000 46,256.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H6104 TIME 09:34 AM ESTIMATE NO. 017 BID OPENING 01/09/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 09/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 WILDLIFE ESCAPE RAMP EA 15,000.0000 135,000.00 0.000 0 159 WILDLIFE FENCE (TYPE WM, METAL POST 8') LF 35.0000 1,039,500.00 0.000 0 160 REMOVE DELINEATOR EA 1.0000 500.00 161.000 161 161 DELINEATOR (SPECIAL) EA 50.0000 17,500.00 0.000 0 162 DELINEATOR (CLASS 2) EA 70.0000 17,500.00 101.000 7,070 163 GUARD RAILING DELINEATOR EA 50.0000 9,000.00 0.000 0 164 MILEPOST MARKER EA 70.0000 1,190.00 0.000 0 165 MARKER (CULVERT) EA 70.0000 490.00 0.000 0 166 TREATMENT BEST MANAGEMENT PRACTICE EA 100.0000 2,900.00 0.000 0 MARKER 167 SNOW POLE MARKER EA 100.0000 25,000.00 250.000 25,000 168 REMOVE MARKER EA 10.0000 4,600.00 29.000 290 169 REMOVE ROADSIDE SIGN EA 200.0000 8,400.00 11.000 2,200 170 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 200.0000 3,800.00 4.000 800 BRACKET METHOD) 171 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 35.0000 55,650.00 0.000 0 172 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 40.0000 5,600.00 0.000 0 173 FURNISH LAMINATED PANEL SIGN (2 SQFT 40.0000 6,000.00 0.000 0 1/2"-TYPE B) 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 4,400.00 24.000 480 (0.063"-UNFRAMED) 175 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 10,000.00 16.000 320 (0.080"-UNFRAMED) 176 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 18,900.00 77.300 2,319 (0.080"-FRAMED) 177 ROADSIDE SIGN - ONE POST EA 600.0000 20,400.00 3.000 1,800 178 ROADSIDE SIGN - TWO POST EA 1,000.0000 10,000.00 2.000 2,000 179 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 500.0000 8,500.00 1.000 500 METHOD) 180 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 20.0000 13,200.00 0.000 0 181 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 3,000.0000 15,000.00 0.000 0 BOX POST) 182 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 2,500.0000 5,000.00 0.000 0 183 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 2,000.0000 16,000.00 0.000 0 184 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 14,700.00 412.500 14,437 PROGRAM CAS145 PAGE 8 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H6104 TIME 09:34 AM ESTIMATE NO. 017 BID OPENING 01/09/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 09/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 40.0000 728,000.00 4,350.000 174,000 186 MIDWEST GUARDRAIL SYSTEM (9' STEEL POST) LF 40.0000 114,000.00 987.500 39,500 187 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 512,000.00 0.000 0 188 RAIL ELEMENT WALL (LF) LF 80.0000 172,000.00 462.500 37,000 189 CABLE RAILING LF 35.0000 228,760.00 0.000 0 (F) 190 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 35,000.00 2.000 10,000 191 END CAP (TYPE A) EA 500.0000 1,000.00 1.000 500 192 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,500.0000 19,500.00 2.000 3,000 193 END ANCHOR ASSEMBLY (TYPE CA) EA 3,000.0000 48,000.00 0.000 0 194 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,500.0000 63,000.00 3.000 10,500 195 CONCRETE BARRIER (TYPE 60MC) LF 130.0000 2,171,000.00 0.000 0 196 CONCRETE BARRIER (TYPE 60MD) LF 150.0000 113,550.00 607.000 91,050 197 CONCRETE BARRIER (TYPE 60MS) LF 220.0000 66,000.00 300.000 66,000 198 CONCRETE BARRIER TRANSITION LF 1,000.0000 160,000.00 0.000 0 (F) 199 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 200 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 220.0000 406,780.00 0.000 0 (F) 201 REMOVE GUARDRAIL LF 5.0000 70,000.00 8,025.500 40,127 202 REMOVE CONCRETE BARRIER LF 50.0000 840,000.00 11,464.000 573,200 203 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 86,100.00 120,100.000 120,100 204 REMOVE PAINTED TRAFFIC STRIPE (WATER LF 1.0000 341,000.00 198,324.000 198,324 BLASTING) 205 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 174,000.00 0.000 0 (WATER BLASTING) 206 12" RUMBLE STRIP (ASPHALT CONCRETE STA 100.0000 20,000.00 0.000 0 PAVEMENT) 207 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 150.0000 14,250.00 0.000 0 208 6" METHYL METHACRYLATE PAINT TRAFFIC LF 3.0000 2,820.00 0.000 0 STRIPE 209 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.0000 640.00 0.000 0 STRIPE (BROKEN 36-12) 210 METHYL METHACRYLATE PAINT TRAFFIC STRIPE SQFT 15.0000 31,500.00 0.000 0 CROSSWALK AND PAVEMENT MARKING 211 6" METHYL METHACRYLATE PAINT TRAFFIC LF 5.0000 490,000.00 0.000 0 STRIPE (RECESSED) PROGRAM CAS145 PAGE 9 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H6104 TIME 09:34 AM ESTIMATE NO. 017 BID OPENING 01/09/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 09/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 6" METHYL METHACRYLATE PAINT TRAFFIC LF 3.0000 2,250.00 0.000 0 STRIPE (RECESSED, BROKEN 17-7) 213 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.7500 121,100.00 0.000 0 STRIPE (RECESSED, BROKEN 36-12) 214 12" METHYL METHACRYLATE PAINT TRAFFIC LF 6.0000 40,380.00 0.000 0 STRIPE (RECESSED) 215 METHYL METHACRYLATE PAINT TRAFFIC STRIPE SQFT 24.0000 3,600.00 0.000 0 CROSSWALK AND PAVEMENT MARKING (RECESSED) 216 CONTRAST STRIPE PAINT (2-COAT) LF 0.2500 67,000.00 0.000 0 217 CHANGEABLE MESSAGE SIGN SYSTEM LS 200,000.0000 200,000.00 0.000 0 218 VARIABLE MESSAGE SIGN SYSTEM LS 175,000.0000 175,000.00 0.203 35,525 219 CAMERA SYSTEMS LS 250,000.0000 250,000.00 0.000 0 220 MODIFYING FIBER OPTIC CABLE SYSTEMS LS 1,900,000.0000 1,900,000.00 0.718 1,364,200 221 MODIFYING AUTOMATIC VEHICLE LS 100,000.0000 100,000.00 0.000 0 CLASSIFICATION SYSTEMS 222 MODIFYING CAMERA SYSTEMS LS 100,000.0000 100,000.00 0.000 0 223 MODIFYING LIGHTING SYSTEMS LS 2,600,000.0000 2,600,000.00 0.287 746,200 224 MODIFYING TRAFFIC MONITORING STATIONS LS 15,000.0000 15,000.00 0.000 0 225 REMOVING SIGN ILLUMINATION SYSTEMS LS 30,000.0000 30,000.00 0.000 0 226 REMOVING CHANGEABLE MESSAGE SIGN SYSTEMS LS 20,000.0000 20,000.00 0.000 0 227 MODIFYING EXTINGUISHABLE MESSAGE SIGN LS 100,000.0000 100,000.00 0.323 32,300 SYSTEMS 228 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 229 CAP INLET EA 7,000.0000 77,000.00 8.000 56,000 230 CAP RISER EA 2,000.0000 2,000.00 1.000 2,000 231 BASE BOND BREAKER SQYD 50.0000 34,000.00 0.000 0 232 PCC DIKE (TYPE E) LF 60.0000 15,600.00 0.000 0 233 INSTALL SIGN (FLUSH MOUNTED ON CONCRETE EA 500.0000 500.00 0.000 0 SURFACE) 234 REMOVING VARIABLE MESSAGE SIGN SYSTEMS LS 15,000.0000 15,000.00 0.000 0 235 REMOVE PAINTED PAVEMENT MARKING SQFT 4.0000 2,800.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H6104 TIME 09:34 AM ESTIMATE NO. 017 BID OPENING 01/09/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 09/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,955,491.78 45,280,553.31 ADJUSTMENT OF COMPENSATION 1,014,951.01 1,588,653.77 EXTRA WORK 1,147,429.45 4,895,550.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,117,872.24 51,764,758.02 236 MOBILIZATION LS 12,100,000.0000 12,100,000.00 0.950 11,495,000 ORIGINAL CONTRACT AMOUNT 121,121,121.00 TOTAL WORK COMPLETED 5,117,872.24 63,259,758.02 MATERIALS ON HAND ON SITE 2,289,422.49 DEDUCTIONS 10,000.00 0.00 TOTAL 5,127,872.24 65,549,180.51 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 03/01/24 590 05/28/24 05/28/24 09/08/26 103 226 0 0 51% 17% PROGRESS IS SATISFACTORY SAMPSON, TAD RESIDENT ENGINEER