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 10/23/25 EST. NO. 032 TIME 03:11 PM R.E. NAME: MEHARI, MIRAK 03-4F6504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0173 3,649.27 E.W. @ F.A.(+) 051524 N 0278.0 0312 10,992.72 052925 N 0658.0 0317 2,126.71 021125 N 0686.0 0318 1,035.00 062225 N 0692.0 0324 5,462.74 030425 N 6434.0 0325 4,414.39 042725 N 6435.0 0329 1,090.18 072425 N 6421.0 002 0037 3,700.25 E.W. @ F.A.(+) 061825 N 0669.0 0038 9,033.37 011725 N 0688.0 004 0003 -76,002.14 A.C. @ L.S.(-) 101725 N 10104 0004 43,553.61 A.C. @ L.S.(+) 101725 N 10105 011 0006 -7,729.28 A.C. @ U.P.(-) 103124 N 10094 0007 -1,085.58 113024 N 10095 0008 -4,095.73 123124 N 10096 0009 -5,924.88 013125 N 10097 0010 -1,533.35 033125 N 10098 0011 -20,254.17 043025 N 10099 0012 -26,505.20 053125 N 10100 0013 -46,272.40 063025 N 10101 0014 -8,932.63 073125 N 10102 0015 -17,461.37 083125 N 10103 020 0016 9,832.50 A.C. @ U.P.(+) 101725 N 10106 029 0017 2,291.62 E.W. @ F.A.(+) 080625 N 0695.0 033 0009 1,252.64 E.W. @ F.A.(+) 073025 N 0694.0 0010 85,653.22 E.W. @ L.S.(+) 101725 N 10107 0011 143,341.23 A.C. @ L.S.(+) 101725 N 10108 035 0044 3,058.72 E.W. @ F.A.(+) 031124 N 0262.0 047 0003 15,064.61 A.C. @ L.S.(+) 101725 N 10109 054 0007 1,422.56 E.W. @ F.A.(+) 060425 N 0693.0 0008 808.41 052725 N 0661.0 069 0013 34,549.59 A.C. @ L.S.(+) 092225 N 10094 070 0003 13,465.73 E.W. @ L.S.(+) 101725 N 10110 073 0004 1,533.53 E.W. @ F.A.(+) 062225 N 0691.0 0009 338,964.42 E.W. @ L.S.(+) 102025 N 10111 0010 468,499.12 A.C. @ L.S.(+) 102025 N 10112 074 0006 5,691.78 E.W. @ F.A.(+) 013025 N 0681.0 0007 4,690.79 012925 N 0685.0 999,381.98 TOTAL THIS ESTIMATE 18,775,750.17 TOTAL PREVIOUS ESTIMATE 19,775,132.15 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 10/23/25 EST. NO. 032 TIME 03:11 PM R.E. NAME: MEHARI, MIRAK 03-4F6504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP PERF FAILURE -10,000.00 004 PERF FAILURE 10/23 -20,000.00 005 RTN SWPPP FAILURE 10,000.00 005 RTN PERF FAIL 10/23 20,000.00 006 LATE LANE OPENING -15,090.00 009 0.00 -15,090.00 EQUAL EMPLOYMENT OPPORTUNITY MSSG FHWA 1391 -10,000.00 029 RTN FHWA 1391 10,000.00 031 0.00 0.00 LABOR COMPLIANCE VIOLATION DEDUCT LTTR 9/23 -3,000.00 004 RTN LTTR 9/23 3,000.00 005 DEDUCT LTTR 12/23 -1,000.00 008 RTN LTTR 12/23 1,000.00 009 DEDUCT LTTR 5/24 -1,000.00 013 DEDUCT LTTR 6/24 -6,000.00 015 DEDUCT LTTR 7/24 -2,000.00 016 RTN LTTR 5/24 1,000.00 016 RTN LTTR 6/24 6,000.00 016 FHWA 2024 -10,000.00 017 RTN LTTR 7/24 2,000.00 017 DEDUCT LTTR 10/24 -2,000.00 019 DEDUCT LTTR 11/24 -1,000.00 020 FHWA 2024 10,000.00 022 RTN LTTR 10/24 2,000.00 022 RTN LTTR 11/24 1,000.00 022 DEDUCT LTTR 2/25 -4,000.00 023 DEDUCT LTTR 3/2025 -1,000.00 024 DEDUCT LTTR 4/2025 -2,000.00 025 RTN LTTR 3/2025 1,000.00 025 DEDUCT LTTR 5/2025 -5,000.00 026 RTN LTTR 2/25 4,000.00 026 RTN LTTR 4/2025 2,000.00 027 DEDUCT LTTR 7/2025 -10,000.00 028 DEDUCT LTTR 8/2025 -3,000.00 029 RTN LTTR 5/2025 5,000.00 029 DEDUCT LTTR 10/2025 -1,000.00 032 RTN LTTR 7/2025 10,000.00 032 RTN LTTR 8/2025 3,000.00 032 12,000.00 -1,000.00 TOTAL DEDUCTIONS 12,000.00 -16,090.00 PROGRAM CAS145 PAGE 1 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 03:11 PM ESTIMATE NO. 032 BID OPENING 01/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: MEHARI, MIRAK DATE OF THIS ESTIMATE 10/23/25 LOCATION PROGRESS ESTIMATE 03-YOL-50-0.0/2.5 ----------------- 03-YOL-80-4.1/R11.4 FLAT-IRON TEICHERT A JOINT YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON VENTURE ROUTE 80 FROM 1.7 MILES EAST OF MACE 1200 CONCORD AVENUE SUITE 465 BOULEVARD OVERCROSSING TO SACRAMENTO RIVER CONCORD CA 94520 BRIDGE AND OVERHEAD (BRYTE BEND) AND ON FED. AID NO. ACNH-X113(36)E CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,523.0000 2,523.00 1.000 2,523 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (LS) LS 5,000,000.0000 5,000,000.00 0.730 3,650,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 102,000.00 9.000 54,000 005 HOURLY OFF-SITE HR 200.0000 24,000.00 17.500 3,500 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 150,000.0000 150,000.00 0.004 600.00 0.816 122,400 007 CONSTRUCTION AREA SIGNS LS 201,515.1500 201,515.15 0.024 4,836.36 0.753 151,740 008 TRAFFIC CONTROL SYSTEM LS 5,500,000.0000 5,500,000.00 0.004 22,000.00 0.816 4,488,000 009 TRAFFIC CONTROL SUPERVISOR DAY 2,000.0000 800,000.00 18.000 36,000.00 434.000 868,000 010 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 900.0000 27,000.00 24.000 21,600 011 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 250,000.0000 250,000.00 0.004 1,000.00 0.816 204,000 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 456,000.00 32,775.000 9,832.50 1,314,451.000 394,335 013 PLASTIC TRAFFIC DRUMS EA 67.5000 217,350.00 403.000 27,202.50 3,843.000 259,402 014 TEMPORARY PAVEMENT MARKER EA 5.0500 116,655.00 125.000 631.25 27,489.000 138,819 015 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 15,756.0800 15,756.08 0.000 0 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 400,000.0000 400,000.00 0.004 1,600.00 0.816 326,400 017 TEMPORARY AUTOMATED END OF QUEUE WARNING EA 400.0000 864,000.00 6.000 2,400.00 1,494.000 597,600 SYSTEM (TYPE 2) DAY 018 TEMPORARY RAILING (TYPE K) LF 13.0000 4,914,000.00 1,154.000 15,002.00 287,614.000 3,738,982 019 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,100.0000 74,800.00 5.000 5,500.00 104.000 114,400 020 TEMPORARY TRAFFIC SCREEN LF 3.0000 1,134,000.00 400.000 1,200.00 156,670.000 470,010 021 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 9,350.0000 37,400.00 3.000 28,050 SYSTEM 022 JOB SITE MANAGEMENT LS 500,000.0000 500,000.00 0.004 2,000.00 0.816 408,000 PROGRAM CAS145 PAGE 2 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 03:11 PM ESTIMATE NO. 032 BID OPENING 01/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: MEHARI, MIRAK DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPARE STORM WATER POLLUTION PREVENTION LS 2,220.1000 2,220.10 0.500 1,110 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 37,500.00 23.000 11,500 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 345.3500 41,442.00 33.000 11,396 026 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 027 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 808.1800 14,547.24 2.000 1,616.36 6.000 4,849 CONTROL) 028 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.8400 55,608.00 10,147.780 8,524.14 14,987.780 12,589 MATRIX) 029 TEMPORARY COVER SQYD 4.0000 40,000.00 1,500.000 6,000.00 5,836.700 23,346 030 TEMPORARY CHECK DAM LF 9.4800 10,617.60 275.000 2,607 031 TEMPORARY DRAINAGE INLET PROTECTION EA 183.1900 15,387.96 46.000 8,426 032 TEMPORARY FIBER ROLL LF 4.5300 129,105.00 260.000 1,177.80 3,308.000 14,985 033 TEMPORARY GRAVEL BAG BERM LF 9.7000 64,020.00 1,264.000 12,260 034 TEMPORARY SILT FENCE LF 4.4200 343,434.00 299.000 1,321 035 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 180,000.00 8.000 40,000 036 STREET SWEEPING LS 300,000.0000 300,000.00 0.004 1,200.00 0.816 244,800 037 TEMPORARY CONCRETE WASHOUT LS 100,000.0000 100,000.00 0.004 400.00 0.816 81,600 038 ASBESTOS COMPLIANCE PLAN LS 3,337.8600 3,337.86 1.000 3,337 039 TREATED WOOD WASTE LB 0.1000 56,800.00 97,200.000 9,720 040 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 250,677.4900 250,677.49 0.913 228,868 041 NATURAL RESOURCE PROTECTION PLAN LS 2,539.5500 2,539.55 1.000 2,539 042 BIOLOGICAL ANNUAL MONITORING REPORT LS 7,301.6600 7,301.66 1.000 7,301 043 FINAL MONITORING REPORT LS 4,362.4900 4,362.49 0.000 0 044 BIOLOGICAL RESOURCE INFORMATION PROGRAM LS 4,119.5200 4,119.52 1.000 4,119 045 TEMPORARY HIGH-VISIBILITY FENCE LF 3.7700 44,863.00 840.000 3,166.80 11,766.000 44,357 046 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 1.000 250,000 047 DUST PALLIATIVE LS 150,000.0000 150,000.00 0.000 0 048 ROADWAY EXCAVATION CY 42.0000 7,392,000.00 17,651.070 741,344.94 159,249.370 6,688,473 049 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 265.0000 1,028,200.00 318.550 84,415.75 2,928.450 776,039 DEPOSITED LEAD) PROGRAM CAS145 PAGE 3 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 03:11 PM ESTIMATE NO. 032 BID OPENING 01/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: MEHARI, MIRAK DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SHOULDER BACKING TON 55.0000 187,000.00 0.000 0 051 STRUCTURE EXCAVATION (BRIDGE) CY 170.4500 59,998.40 359.200 61,225 (F) 052 STRUCTURE BACKFILL (BRIDGE) CY 275.6300 61,189.86 202.000 55,677 (F) 053 DITCH EXCAVATION CY 170.0000 629.00 0.000 0 054 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 055 SUBGRADE ENHANCEMENT GEOGRID SQYD 2.7500 583,000.00 38,350.190 105,463.02 272,972.540 750,674 056 CHECK AND TEST EXISTING IRRIGATION LS 25,000.0000 25,000.00 0.500 12,500 FACILITIES 057 OPERATE EXISTING IRRIGATION FACILITIES LS 25,000.0000 25,000.00 0.004 100.00 0.815 20,375 058 BONDED FIBER MATRIX (SQFT) SQFT 0.1500 147,750.00 354,599.000 53,189 059 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.5300 844,560.00 115,030.000 175,995 060 HYDROMULCH SQFT 0.0900 49,410.00 142,567.000 12,831 061 COMPOST (CY) CY 68.9600 652,361.60 5,373.600 370,563 062 INCORPORATE MATERIALS SQFT 0.0500 21,650.00 272,210.000 13,610 063 CLASS 2 AGGREGATE BASE (CY) CY 65.0000 10,725,000.00 34,937.670 2,270,948.55 185,697.420 12,070,332 064 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 065 HIGH FRICTION SURFACE TREATMENT SQYD 36.0000 165,600.00 0.000 0 066 HOT MIX ASPHALT (TYPE A) TON 105.0000 16,800,000.00 12,190.690 1,280,022.45 157,998.280 16,589,819 067 MINOR HOT MIX ASPHALT TON 120.0000 81,600.00 0.000 0 068 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 5,642,000.00 4,724.450 614,178.50 25,464.470 3,310,381 069 TEXTURED AND COLORED HOT MIX ASPHALT SQYD 50.0000 600,000.00 0.000 0 PAVING 070 HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED TON 117.0000 494,910.00 1,387.180 162,300 FRICTION COURSE) 071 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 170.0000 214,200.00 0.000 0 (OPEN GRADED FRICTION COURSE) 072 DATA CORE LS 15,000.0000 15,000.00 0.000 0 073 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 3,960.00 29.170 116 075 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.0000 520.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 65,200.00 7,200.000 28,800 PROGRAM CAS145 PAGE 4 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 03:11 PM ESTIMATE NO. 032 BID OPENING 01/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: MEHARI, MIRAK DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 63,600.00 1,752.750 7,011 078 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 122.0000 18,300.00 19.500 2,379 AREA) 079 TACK COAT TON 2,700.0000 459,000.00 20.120 54,324.00 214.840 580,068 080 REMOVE ASPHALT CONCRETE DIKE LF 3.5000 115,850.00 3,635.000 12,722.50 10,078.000 35,273 081 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 692,500.00 15,874.440 39,686.10 183,578.390 458,945 082 CONTINUOUSLY REINFORCED CONCRETE CY 394.0000 32,347,400.00 3,223.250 1,269,960.50 79,032.810 31,138,927 PAVEMENT 083 CONTINUOUSLY REINFORCED CONCRETE CY 550.0000 14,960,000.00 2,335.620 1,284,591.00 31,363.430 17,249,886 PAVEMENT (INTERMEDIATE STRENGTH CONCRETE) 084 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 400.0000 408,000.00 141.870 56,748.00 1,025.960 410,384 085 REMOVE CONCRETE PAVEMENT AND BASE CY 65.0000 5,492,500.00 13,103.040 851,697.60 113,062.560 7,349,066 086 FURNISH PILING (CLASS 200) (ALTERNATIVE LF 80.0000 435,840.00 5,413.000 433,040 W) 087 DRIVE PILE (CLASS 200) (ALTERNATIVE W) EA 4,409.5000 388,036.00 88.000 388,036 088 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,886.5000 622,545.00 34.000 64,141.00 330.000 622,545 (SIGN FOUNDATION) 089 72" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,128.6500 681,168.00 70.000 149,005.50 132.500 282,046 (SIGN FOUNDATION) 090 78" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,271.9300 163,578.96 72.000 163,578 (SIGN FOUNDATION) 091 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 900.0000 95,400.00 107.500 96,750 (F) 092 STRUCTURAL CONCRETE, BRIDGE CY 1,750.0000 1,396,500.00 802.700 1,404,725 (F) 093 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 3,250.0000 3,952,000.00 528.800 1,718,600 (F) FIBER) 094 AGGREGATE BASE (APPROACH SLAB) CY 537.0900 13,427.25 9.000 4,833.81 25.000 13,427 095 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,000.0000 396,000.00 126.000 126,000.00 535.000 535,000 (F) N) 096 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,350.0000 1,412,100.00 67.500 91,125.00 954.200 1,288,170 R) 097 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,201.5700 457,971.13 19.750 82,981.01 105.220 442,089 (F) 098 MINOR CONCRETE (MINOR STRUCTURE) CY 2,600.0000 41,600.00 0.670 1,742.00 10.050 26,130 (F) 099 PAVING NOTCH EXTENSION CF 225.0000 137,700.00 440.470 99,105 100 DRILL AND BOND DOWEL LF 33.5500 446,953.10 250.000 8,387.50 1,785.800 59,913 101 CLEAN EXPANSION JOINT LF 39.0000 16,887.00 433.000 16,887 102 JOINT SEAL (MR 1/2") LF 85.0000 106,590.00 765.000 65,025 PROGRAM CAS145 PAGE 5 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 03:11 PM ESTIMATE NO. 032 BID OPENING 01/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: MEHARI, MIRAK DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 JOINT SEAL (MR 1") LF 97.0000 7,178.00 74.000 7,178 104 BAR REINFORCING STEEL (BRIDGE) LB 1.2800 1,036,230.40 10,456.000 13,383.68 541,580.000 693,222 (F) 105 BAR REINFORCING STEEL (GALVANIZED) LB 2.4300 2,291.49 926.000 2,250 (F) 106 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 6.7600 5,340,400.00 197,065.100 1,332,160 107 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.4300 339,700.00 197,065.100 84,737 108 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 86.5600 457,036.80 1,337.900 115,808 TRUSS) 109 REMOVE SIGN STRUCTURE (EA) EA 8,655.9700 129,839.55 16.000 138,495 110 MODIFY SIGN STRUCTURE EA 6,491.9800 84,395.74 0.000 0 111 PUBLIC SAFETY PLAN LS 20,000.0000 20,000.00 1.000 20,000 112 RAPID SETTING CONCRETE (PATCH) CF 85.0000 43,180.00 37.300 3,170 113 REMOVE ASPHALT CONCRETE SURFACING SQFT 4.2500 150,662.50 28,164.000 119,697 114 REMOVE UNSOUND CONCRETE CF 85.0000 43,180.00 115.000 9,775.00 177.300 15,070 115 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 113,762.00 58,443.700 58,443 116 FURNISH POLYESTER CONCRETE OVERLAY CF 90.0000 1,089,360.00 9,493.060 854,375 117 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.8000 546,057.60 58,443.000 280,526 (F) 118 BRIDGE REMOVAL (PORTION), LOCATION A LS 276,398.0000 276,398.00 0.500 138,199.00 1.000 276,398 119 BRIDGE REMOVAL (PORTION), LOCATION B LS 172,569.0000 172,569.00 1.000 172,569 120 BRIDGE REMOVAL (PORTION), LOCATION C LS 40,627.0000 40,627.00 1.000 40,627 121 BRIDGE REMOVAL (PORTION), LOCATION D LS 713,949.0000 713,949.00 1.000 713,949 122 BRIDGE REMOVAL (PORTION), LOCATION E LS 2,181,432.0000 2,181,432.00 1.000 2,181,432 123 BRIDGE REMOVAL (PORTION), LOCATION F LS 15,500.0000 15,500.00 1.000 15,500 124 BRIDGE REMOVAL (PORTION), LOCATION G LS 15,120.0000 15,120.00 1.000 15,120 125 CONCRETE BACKFILL (PIPE TRENCH) CY 447.6400 11,638.64 5.350 2,394 (F) 126 18" REINFORCED CONCRETE PIPE LF 234.6000 79,764.00 448.000 105,100 127 18" CORRUGATED STEEL PIPE (.109" THICK) LF 273.4000 166,774.00 194.700 53,230.98 431.400 117,944 128 24" CORRUGATED STEEL PIPE (.138" THICK) LF 343.5500 85,887.50 56.400 19,376.22 138.000 47,409 129 30" CORRUGATED STEEL PIPE (.138" THICK) LF 288.1900 6,340.18 22.000 6,340 PROGRAM CAS145 PAGE 6 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 03:11 PM ESTIMATE NO. 032 BID OPENING 01/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: MEHARI, MIRAK DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 36" CORRUGATED STEEL PIPE (.138" THICK) LF 486.6700 45,746.98 90.000 43,800 131 18" SLOTTED CORRUGATED STEEL PIPE (.168" LF 320.1700 14,407.65 0.000 0 THICK) 132 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 116.5200 120,015.60 159.850 18,625.72 895.520 104,345 (.109" THICK) 133 18" ANCHOR ASSEMBLY EA 617.4800 14,819.52 5.000 3,087.40 17.000 10,497 134 18" STEEL FLARED END SECTION EA 952.5200 20,955.44 1.000 952.52 15.000 14,287 135 24" STEEL FLARED END SECTION EA 1,335.9800 16,031.76 1.000 1,335.98 4.000 5,343 136 30" STEEL FLARED END SECTION EA 2,613.6400 2,613.64 1.000 2,613 137 36" STEEL FLARED END SECTION EA 3,271.4100 9,814.23 3.000 9,814 138 54" STEEL FLARED END SECTION EA 4,346.1000 8,692.20 2.000 8,692 139 18" CONCRETE FLARED END SECTION EA 4,908.2500 24,541.25 6.000 29,449 140 ABANDON CULVERT (LF) LF 58.8700 17,072.30 286.300 16,854 141 REMOVE ENTRANCE TAPER EA 527.2000 8,435.20 4.000 2,108.80 16.000 8,435 142 REMOVE CULVERT (LF) LF 65.6000 96,432.00 82.200 5,392.32 1,312.100 86,073 143 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 63.4500 2,855.25 44.600 2,829 144 REMOVE DOWNDRAIN (EA) EA 1,090.3600 21,807.20 4.000 4,361.44 19.000 20,716 145 REMOVE INLET EA 1,677.7000 62,074.90 37.000 62,074 146 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,091.9600 16,379.40 4.000 4,367 147 REMOVE FLARED END SECTION (EA) EA 536.5100 17,704.83 3.000 1,609.53 25.000 13,412 148 CAP INLET EA 3,162.3600 31,623.60 10.000 31,623 149 TEMPORARY CAP INLET EA 4,352.0000 17,408.00 4.000 17,408 150 CLEANING, INSPECTING, AND PREPARING LF 25.0000 25,000.00 1,063.100 26,577 CULVERT (LF) 151 SAND BACKFILL CY 616.6300 11,715.97 0.000 0 152 18" CURED-IN-PLACE PIPELINER LF 58.0900 18,588.80 283.400 16,462 153 24" CURED-IN-PLACE PIPELINER LF 251.0600 150,636.00 634.800 159,372 154 54" CURED-IN-PLACE PIPELINER LF 1,186.4900 100,851.65 85.000 100,851 155 REMOVE SLOPE PAVING (SQYD) SQYD 236.2500 14,883.75 63.000 14,883 156 SLOPE PAVING (CONCRETE) CY 1,880.5900 289,610.86 154.000 289,610 PROGRAM CAS145 PAGE 7 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 03:11 PM ESTIMATE NO. 032 BID OPENING 01/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: MEHARI, MIRAK DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 200.0000 4,800.00 13.980 2,796 METHOD B) (CY) 158 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 55.0000 4,400.00 27.990 1,539 159 MINOR CONCRETE (CURB) (CY) CY 1,100.0000 55,000.00 41.700 45,870.00 49.700 54,670 160 DETECTABLE WARNING SURFACE SQFT 65.0000 29,250.00 0.000 0 161 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,500.0000 126,000.00 0.000 0 RAMP) 162 REMOVE CONCRETE (CURB, GUTTER, AND LF 121.0900 162,260.60 607.000 73,501.63 1,278.000 154,753 SIDEWALK) (LF) 163 MISCELLANEOUS IRON AND STEEL LB 3.6000 109,767.60 4,372.000 15,739.20 27,720.000 99,792 (F) 164 MISCELLANEOUS METAL LB 8.6600 57,909.42 0.000 0 (F) 165 CHAIN LINK FENCE (TYPE CL-4) LF 18.4500 308,115.00 16,420.000 302,949 166 REMOVE CHAIN LINK FENCE LF 4.8500 80,995.00 16,314.000 79,122 167 DELINEATOR (CLASS 1) EA 40.4000 14,948.00 0.000 0 168 DELINEATOR (CLASS 1, SURFACE MOUNTED) EA 40.4000 323.20 0.000 0 169 CONCRETE BARRIER DELINEATOR (16-INCH) EA 40.4000 202.00 0.000 0 170 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0500 55,550.00 0.000 0 171 MILEPOST MARKER EA 50.5100 1,515.30 0.000 0 172 MARKER (CULVERT) EA 50.5100 2,373.97 0.000 0 173 TREATMENT BEST MANAGEMENT PRACTICE EA 70.7100 6,717.45 0.000 0 MARKER 174 REMOVE ROADSIDE SIGN EA 101.0100 32,323.20 0.000 0 175 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 50.5100 6,566.30 0.000 0 BRACKET METHOD) 176 REMOVE ROADSIDE SIGN PANEL EA 101.0100 1,212.12 0.000 0 177 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 32.4600 347,322.00 1,014.580 32,933 178 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 33.7400 41,500.20 0.000 0 179 FURNISH LAMINATED PANEL SIGN (2 SQFT 37.8300 9,835.80 0.000 0 1/2"-TYPE B) 180 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.7300 45,388.80 0.000 0 (0.063"-UNFRAMED) 181 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0500 30,100.00 0.000 0 (0.080"-UNFRAMED) 182 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 42.0700 28,186.90 0.000 0 (0.063"-FRAMED) 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.9100 32,764.60 0.000 0 (0.080"-FRAMED) PROGRAM CAS145 PAGE 8 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 03:11 PM ESTIMATE NO. 032 BID OPENING 01/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: MEHARI, MIRAK DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 ROADSIDE SIGN - ONE POST EA 303.0300 78,787.80 0.000 0 185 ROADSIDE SIGN - TWO POST EA 454.5500 26,818.45 0.000 0 186 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 101.0100 17,171.70 0.000 0 METHOD) 187 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 252.5300 1,262.65 0.000 0 188 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 19.4800 66,426.80 0.000 0 189 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 101.0100 202.02 0.000 0 POST 190 INSTALL SIGN (FLUSH MOUNTED ON CONCRETE EA 303.0300 3,030.30 0.000 0 SURFACE) 191 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 1,212.1200 10,909.08 0.000 0 BOX POST) 192 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 2,727.2700 21,818.16 0.000 0 193 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 2,525.2500 25,252.50 0.000 0 194 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 33.0200 316,661.80 5,510.500 181,956 195 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 328,500.00 80.000 6,000.00 2,162.960 162,222 196 SINGLE THRIE BEAM BARRIER LF 53.0300 10,075.70 0.000 0 197 REMOVE SINGLE THRIE BEAM BARRIER LF 8.0000 180,000.00 22,961.500 183,692 198 DOUBLE THRIE BEAM BARRIER LF 90.0500 9,005.00 0.000 0 199 REMOVE DOUBLE THRIE BEAM BARRIER LF 9.0100 100,912.00 5,310.000 47,843 200 TRANSITION RAILING (TYPE WB-31) EA 5,803.4800 34,820.88 4.000 23,213 201 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,001.2000 16,009.60 7.000 14,008 202 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,602.1600 36,021.60 5.000 18,010 203 SEVERE-DUTY CRASH CUSHION (TYPE EA 100,060.0400 200,120.08 0.000 0 QUADGUARD ELITE M10 WIDE) 204 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 205 CONCRETE BARRIER (TYPE 60MG) LF 92.4900 3,986,319.00 4,800.000 443,952.00 13,331.000 1,232,984 206 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 147.3600 1,748,721.12 11,867.000 1,748,721 207 CONCRETE BARRIER (TYPE 60MGA MODIFIED) LF 162.4800 2,064,308.40 5,400.000 877,392.00 8,202.000 1,332,660 208 CONCRETE BARRIER (TYPE 842) LF 251.3900 204,631.46 208.000 52,289 (F) 209 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 177.9500 2,123,299.40 11,932.000 2,123,299 (F) 210 REMOVE GUARDRAIL LF 6.0000 50,340.00 8,414.820 50,488 PROGRAM CAS145 PAGE 9 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 03:11 PM ESTIMATE NO. 032 BID OPENING 01/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: MEHARI, MIRAK DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 SALVAGE METAL BRIDGE RAILING LF 40.0900 70,317.86 600.000 24,054.00 1,433.000 57,448 212 SALVAGE GUARDRAIL LF 9.0100 9,010.00 157.000 1,414 213 REMOVE CONCRETE BARRIER LF 23.0000 529,000.00 11,613.000 267,099 214 REMOVE CRASH CUSHION EA 4,002.4000 4,002.40 2.000 8,004 215 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 12.1100 123,522.00 0.000 0 WET NIGHT VISIBILITY) 216 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 40.3800 31,900.20 0.000 0 217 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8100 275.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 218 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8100 7,338.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 219 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8100 170,910.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 220 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 229,620.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 221 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2600 8,845.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 222 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 9,847.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 223 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 8.0800 12,362.40 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 224 12" THERMOPLASTIC TRAFFIC STRIPE LF 8.0800 166,448.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 225 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 146,450.00 340,053.000 343,453 226 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.0900 3,127.90 226.000 2,280 227 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 125.0000 45,000.00 0.000 0 228 12" RUMBLE STRIP (ASPHALT CONCRETE STA 190.0000 41,800.00 0.000 0 PAVEMENT-SINUSOIDAL) 229 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 11,773.0000 11,773.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 230 LOCATING AND MAPPING UNDERGROUND LS 1,500,000.0000 1,500,000.00 0.418 627,000 FACILITIES 231 LIGHTING SYSTEM LS 80,724.0000 80,724.00 0.635 51,259 232 SIGN ILLUMINATION SYSTEM LS 94,208.0000 94,208.00 0.273 25,718 233 RAMP METERING SYSTEM LS 2,115,082.0000 2,115,082.00 0.046 97,293.77 0.522 1,104,072 234 CHANGEABLE MESSAGE SIGN SYSTEM LS 1,145,337.0000 1,145,337.00 0.055 62,993.54 0.444 508,529 235 CAMERA SYSTEMS LS 1,860,719.0000 1,860,719.00 0.928 1,726,747 PROGRAM CAS145 PAGE 10 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 03:11 PM ESTIMATE NO. 032 BID OPENING 01/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: MEHARI, MIRAK DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 236 FIBER OPTIC CABLE SYSTEMS LS 7,160,674.0000 7,160,674.00 0.008 57,285.39 0.773 5,535,201 237 MODIFYING ROADWAY WEATHER INFORMATION LS 495,108.0000 495,108.00 0.004 1,980 SYSTEMS 238 MODIFYING AUTOMATIC VEHICLE LS 674,353.0000 674,353.00 0.184 124,080 CLASSIFICATION SYSTEM 239 MODIFYING LIGHTING SYSTEMS LS 744,599.0000 744,599.00 0.770 573,341 240 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 269,876.0000 269,876.00 0.107 28,876 241 MODIFYING RAMP METERING SYSTEMS LS 2,963,888.0000 2,963,888.00 0.840 2,489,665 242 MODIFYING TRAFFIC MONITORING STATIONS LS 74,321.0000 74,321.00 0.000 0 243 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 688,082.0000 688,082.00 0.417 286,930 244 REMOVING EXTINGUISHABLE MESSAGE SIGN LS 4,069.0000 4,069.00 0.000 0 245 REMOVING SIGN ILLUMINATION SYSTEMS LS 25,902.0000 25,902.00 0.000 0 246 REMOVING RAMP METERING SYSTEMS LS 49,496.0000 49,496.00 0.000 0 247 REMOVING TRAFFIC MONITORING STATIONS LS 10,493.0000 10,493.00 0.000 0 248 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 249 TEMPORARY REINFORCED SILT FENCE LF 21.4700 218,994.00 8,633.000 185,350 250 CONCRETE BARRIER (TYPE 60MC) LF 273.4300 1,285,121.00 4,690.000 1,282,386 PROGRAM CAS145 PAGE 11 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 03:11 PM ESTIMATE NO. 032 BID OPENING 01/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: MEHARI, MIRAK DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 11,321,828.56 154,761,579.53 ADJUSTMENT OF COMPENSATION 499,043.93 8,282,006.83 EXTRA WORK 500,338.05 11,493,125.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 12,321,210.54 174,536,711.68 251 MOBILIZATION LS 20,000,000.0000 20,000,000.00 1.000 20,000,000 ORIGINAL CONTRACT AMOUNT 204,804,408.80 TOTAL WORK COMPLETED 12,321,210.54 194,536,711.68 MATERIALS ON HAND ON SITE -152,461.08 3,151,001.13 DEDUCTIONS 12,000.00 -16,090.00 TOTAL 12,180,749.46 197,671,622.81 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 03/17/23 505 07/17/23 07/17/23 07/10/26 370 193 44 0 82% 67% PROGRESS IS SATISFACTORY MEHARI, MIRAK RESIDENT ENGINEER