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. 031 TIME 11:05 AM 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 --------------------------------------------------------------------------- 015 0053 1,012.21 E.W. @ F.A.(+) 073123 N 6039.0 020 0015 4,842.00 A.C. @ U.P.(+) 091625 N 10093 033 0007 171,306.44 E.W. @ L.S.(+) 091625 N 10091 0008 286,682.46 A.C. @ L.S.(+) 091625 N 10092 065 0001 23,728.72 A.C. @ L.S.(+) 091525 N 10081 067 0001 52,344.00 E.W. @ L.S.(+) 091525 N 10082 070 0001 67,328.65 E.W. @ L.S.(+) 091525 N 10083 0002 26,324.15 A.C. @ L.S.(+) 091525 N 10084 073 0001 227,850.38 A.C. @ U.P.(+) 091625 N 10088 0002 1,016,457.51 E.W. @ L.S.(+) 091625 N 2140 0003 71,640.78 A.C. @ L.S.(+) 091625 N 10090 088 0001 14,903.00 A.C. @ U.P.(+) 091525 N 100085 096 0003 71,073.16 E.W. @ L.S.(+) 091525 N 100086 101 0001 20,286.00 E.W. @ L.S.(+) 091525 N 100087 2,055,779.46 TOTAL THIS ESTIMATE 16,719,970.71 TOTAL PREVIOUS ESTIMATE 18,775,750.17 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. 031 TIME 11:05 AM 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 10,000.00 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 0.00 -13,000.00 TOTAL DEDUCTIONS 10,000.00 -28,090.00 PROGRAM CAS145 PAGE 1 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 11:05 AM ESTIMATE NO. 031 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 09/20/25 R.E. NAME: MEHARI, MIRAK DATE OF THIS ESTIMATE 09/18/25 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 0.044 220,000.00 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 0.044 6,600.00 0.812 121,800 007 CONSTRUCTION AREA SIGNS LS 201,515.1500 201,515.15 0.729 146,904 008 TRAFFIC CONTROL SYSTEM LS 5,500,000.0000 5,500,000.00 0.044 242,000.00 0.812 4,466,000 009 TRAFFIC CONTROL SUPERVISOR DAY 2,000.0000 800,000.00 22.000 44,000.00 416.000 832,000 010 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 0.044 11,000.00 0.812 203,000 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 456,000.00 114,015.000 34,204.50 1,281,676.000 384,502 013 PLASTIC TRAFFIC DRUMS EA 67.5000 217,350.00 460.000 31,050.00 3,440.000 232,200 014 TEMPORARY PAVEMENT MARKER EA 5.0500 116,655.00 2,523.000 12,741.15 27,364.000 138,188 015 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 0.044 17,600.00 0.812 324,800 017 TEMPORARY AUTOMATED END OF QUEUE WARNING EA 400.0000 864,000.00 66.000 26,400.00 1,488.000 595,200 SYSTEM (TYPE 2) DAY 018 TEMPORARY RAILING (TYPE K) LF 13.0000 4,914,000.00 28,540.000 371,020.00 286,460.000 3,723,980 019 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,100.0000 74,800.00 24.000 26,400.00 99.000 108,900 020 TEMPORARY TRAFFIC SCREEN LF 3.0000 1,134,000.00 7,700.000 23,100.00 156,270.000 468,810 021 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 0.044 22,000.00 0.812 406,000 PROGRAM CAS145 PAGE 2 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 11:05 AM ESTIMATE NO. 031 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 09/20/25 R.E. NAME: MEHARI, MIRAK 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 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 4.000 3,232 CONTROL) 028 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.8400 55,608.00 4,840.000 4,065 MATRIX) 029 TEMPORARY COVER SQYD 4.0000 40,000.00 4,336.700 17,346 030 TEMPORARY CHECK DAM LF 9.4800 10,617.60 275.000 2,607 031 TEMPORARY DRAINAGE INLET PROTECTION EA 183.1900 15,387.96 10.000 1,831.90 46.000 8,426 032 TEMPORARY FIBER ROLL LF 4.5300 129,105.00 3,048.000 13,807 033 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 0.044 13,200.00 0.812 243,600 037 TEMPORARY CONCRETE WASHOUT LS 100,000.0000 100,000.00 0.044 4,400.00 0.812 81,200 038 ASBESTOS COMPLIANCE PLAN LS 3,337.8600 3,337.86 1.000 3,337 039 TREATED WOOD WASTE LB 0.1000 56,800.00 58,760.000 5,876.00 97,200.000 9,720 040 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 250,677.4900 250,677.49 0.044 11,029.81 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 0.500 3,650.83 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 10,926.000 41,191 046 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 16,510.320 693,433.44 141,598.300 5,947,128 049 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 265.0000 1,028,200.00 1,767.600 468,414.00 2,609.900 691,623 DEPOSITED LEAD) PROGRAM CAS145 PAGE 3 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 11:05 AM ESTIMATE NO. 031 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 09/20/25 R.E. NAME: MEHARI, MIRAK 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 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 17,524.240 48,191.66 234,622.350 645,211 056 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 0.044 1,100.00 0.811 20,275 058 BONDED FIBER MATRIX (SQFT) SQFT 0.1500 147,750.00 102,025.000 15,303.75 354,599.000 53,189 059 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.5300 844,560.00 115,030.000 175,995.90 115,030.000 175,995 060 HYDROMULCH SQFT 0.0900 49,410.00 6,480.000 583.20 142,567.000 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 6,480.000 324.00 272,210.000 13,610 063 CLASS 2 AGGREGATE BASE (CY) CY 65.0000 10,725,000.00 6,604.100 429,266.50 150,759.750 9,799,383 064 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 -12,270.020-1,288,352.10 145,807.590 15,309,796 067 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 1,132.460 147,219.80 20,740.020 2,696,202 069 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 1,033.610 120,932.37 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 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 11:05 AM ESTIMATE NO. 031 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 09/20/25 R.E. NAME: MEHARI, MIRAK 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 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 16.920 45,684.00 194.720 525,744 080 REMOVE ASPHALT CONCRETE DIKE LF 3.5000 115,850.00 1,185.000 4,147.50 6,443.000 22,550 081 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 692,500.00 16,885.010 42,212.53 167,703.950 419,259 082 CONTINUOUSLY REINFORCED CONCRETE CY 394.0000 32,347,400.00 75,809.560 29,868,966 PAVEMENT 083 CONTINUOUSLY REINFORCED CONCRETE CY 550.0000 14,960,000.00 4,097.500 2,253,625.00 29,027.810 15,965,295 PAVEMENT (INTERMEDIATE STRENGTH CONCRETE) 084 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 400.0000 408,000.00 884.090 353,636 085 REMOVE CONCRETE PAVEMENT AND BASE CY 65.0000 5,492,500.00 6,791.020 441,416.30 99,959.520 6,497,368 086 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 622,545.00 296.000 558,404 (SIGN FOUNDATION) 089 72" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,128.6500 681,168.00 62.500 133,040 (SIGN FOUNDATION) 090 78" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,271.9300 163,578.96 36.000 81,789.48 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 8.000 4,296.72 16.000 8,593 095 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,000.0000 396,000.00 409.000 409,000 (F) N) 096 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,350.0000 1,412,100.00 239.000 322,650.00 886.700 1,197,045 R) 097 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,201.5700 457,971.13 12.200 51,259.15 85.470 359,108 (F) 098 MINOR CONCRETE (MINOR STRUCTURE) CY 2,600.0000 41,600.00 1.100 2,860.00 9.380 24,388 (F) 099 PAVING NOTCH EXTENSION CF 225.0000 137,700.00 89.000 20,025.00 440.470 99,105 100 DRILL AND BOND DOWEL LF 33.5500 446,953.10 1,535.800 51,526 101 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 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 11:05 AM ESTIMATE NO. 031 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 09/20/25 R.E. NAME: MEHARI, MIRAK 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 ------------------------------------------------------------------------------------------------------------------------------------ 103 JOINT SEAL (MR 1") LF 97.0000 7,178.00 74.000 7,178 104 BAR REINFORCING STEEL (BRIDGE) LB 1.2800 1,036,230.40 531,124.000 679,838 (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 5,340,400.00 632.200 4,273.67 197,065.100 1,332,160 107 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.4300 339,700.00 632.200 271.85 197,065.100 84,737 108 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 86.5600 457,036.80 1.500 129.84 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 62.300 5,295 115 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 0.500 138,199 119 BRIDGE REMOVAL (PORTION), LOCATION B LS 172,569.0000 172,569.00 0.150 25,885.35 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 79,764.00 112.000 26,275.20 448.000 105,100 127 18" CORRUGATED STEEL PIPE (.109" THICK) LF 273.4000 166,774.00 236.700 64,713 128 24" CORRUGATED STEEL PIPE (.138" THICK) LF 343.5500 85,887.50 81.600 28,033.68 81.600 28,033 129 30" CORRUGATED STEEL PIPE (.138" THICK) LF 288.1900 6,340.18 22.000 6,340 PROGRAM CAS145 PAGE 6 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 11:05 AM ESTIMATE NO. 031 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 09/20/25 R.E. NAME: MEHARI, MIRAK 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 120,015.60 184.000 21,439.68 735.670 85,720 (.109" THICK) 133 18" ANCHOR ASSEMBLY EA 617.4800 14,819.52 3.000 1,852.44 12.000 7,409 134 18" STEEL FLARED END SECTION EA 952.5200 20,955.44 2.000 1,905.04 14.000 13,335 135 24" STEEL FLARED END SECTION EA 1,335.9800 16,031.76 3.000 4,007 136 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 2.000 1,054.40 12.000 6,326 142 REMOVE CULVERT (LF) LF 65.6000 96,432.00 149.700 9,820.32 1,229.900 80,681 143 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 63.4500 2,855.25 44.600 2,829.87 44.600 2,829 144 REMOVE DOWNDRAIN (EA) EA 1,090.3600 21,807.20 2.000 2,180.72 15.000 16,355 145 REMOVE INLET EA 1,677.7000 62,074.90 3.000 5,033.10 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 8.000 4,292.08 22.000 11,803 148 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 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 11:05 AM ESTIMATE NO. 031 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 09/20/25 R.E. NAME: MEHARI, MIRAK 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.000 8,800 160 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 162,260.60 671.000 81,251 SIDEWALK) (LF) 163 MISCELLANEOUS IRON AND STEEL LB 3.6000 109,767.60 3,858.000 13,888.80 23,348.000 84,052 (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 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 11:05 AM ESTIMATE NO. 031 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 09/20/25 R.E. NAME: MEHARI, MIRAK 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 316,661.80 710.500 23,460.71 5,510.500 181,956 195 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 328,500.00 2,082.960 156,222 196 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 1.000 5,803.48 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 4,031.000 372,827.19 8,531.000 789,032 206 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 2,802.000 455,268.96 2,802.000 455,268 208 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 4,212.500 25,275.00 8,414.820 50,488 PROGRAM CAS145 PAGE 9 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 11:05 AM ESTIMATE NO. 031 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 09/20/25 R.E. NAME: MEHARI, MIRAK 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 ------------------------------------------------------------------------------------------------------------------------------------ 211 SALVAGE METAL BRIDGE RAILING LF 40.0900 70,317.86 205.000 8,218.45 833.000 33,394 212 SALVAGE GUARDRAIL LF 9.0100 9,010.00 157.000 1,414.57 157.000 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 1.000 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 19,368.000 19,561.68 340,053.000 343,453 226 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 0.080 7,536.64 0.273 25,718 233 RAMP METERING SYSTEM LS 2,115,082.0000 2,115,082.00 0.002 4,230.16 0.476 1,006,779 234 CHANGEABLE MESSAGE SIGN SYSTEM LS 1,145,337.0000 1,145,337.00 0.009 10,308.03 0.389 445,536 235 CAMERA SYSTEMS LS 1,860,719.0000 1,860,719.00 0.342 636,365.90 0.928 1,726,747 PROGRAM CAS145 PAGE 10 DATE 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 11:05 AM ESTIMATE NO. 031 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 09/20/25 R.E. NAME: MEHARI, MIRAK 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 ------------------------------------------------------------------------------------------------------------------------------------ 236 FIBER OPTIC CABLE SYSTEMS LS 7,160,674.0000 7,160,674.00 0.030 214,820.22 0.765 5,477,915 237 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 0.043 32,017.76 0.770 573,341 240 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 269,876.0000 269,876.00 0.009 2,428.88 0.107 28,876 241 MODIFYING RAMP METERING SYSTEMS LS 2,963,888.0000 2,963,888.00 0.026 77,061.09 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 09/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F6504 TIME 11:05 AM ESTIMATE NO. 031 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 09/20/25 R.E. NAME: MEHARI, MIRAK 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 7,260,249.55 143,439,750.95 ADJUSTMENT OF COMPENSATION 655,971.49 7,782,962.90 EXTRA WORK 1,399,807.97 10,992,787.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 9,316,029.01 162,215,501.12 251 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 9,316,029.01 182,215,501.12 MATERIALS ON HAND ON SITE -433,229.59 3,303,462.21 DEDUCTIONS 10,000.00 -28,090.00 TOTAL 8,892,799.42 185,490,873.33 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 05/06/26 354 175 16 0 80% 68% PROGRESS IS SATISFACTORY MEHARI, MIRAK RESIDENT ENGINEER