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 03/26/25 EST. NO. 015 TIME 11:49 AM R.E. NAME: ZDENEK MIKE 02-1H58U4 --------------------------------------------------------------------------- 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 0004 849,996.00 E.W. @ U.P (+) 032025 N RE0004 849,996.00 TOTAL THIS ESTIMATE 5,388,389.96 TOTAL PREVIOUS ESTIMATE 6,238,385.96 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 03/26/25 EST. NO. 015 TIME 11:49 AM R.E. NAME: ZDENEK MIKE 02-1H58U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA DEDUCT -10,000.00 008 OFSI SECTION 6-2.01E -2,000.00 010 RTN FHWA 1391 10,000.00 010 0.00 -2,000.00 LABOR COMPLIANCE VIOLATION DEDUCT LTTR 1/24 -10,000.00 002 RTN LTTR 1/24 10,000.00 003 DEDUCT LTTR 7/24 -10,000.00 007 DEDUCT LTTR 8/24 -10,000.00 008 DEDUCT LTTR 10/24 -10,000.00 010 DEDUCT LTTR 11/24 -10,000.00 011 DEDUCT LTTR 12/24 -10,000.00 012 RTN LTTR 8/24 10,000.00 012 RTN LTTR 7/24 10,000.00 012 RTN DEDUCT LTR 10/24 10,000.00 015 RTN DEDUCT LTR 11/24 10,000.00 015 RTN DEDUCT LTR 12/24 10,000.00 015 30,000.00 0.00 TOTAL DEDUCTIONS 30,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 03/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H58U4 TIME 11:49 AM ESTIMATE NO. 015 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: ZDENEK MIKE DATE OF THIS ESTIMATE 03/26/25 LOCATION PROGRESS ESTIMATE 02-PLU-70-58.2/R78.4 ----------------- MERCER FRASER COMPANY PLUMAS COUNTY AT AND NEAR CROMBERG FROM 200 DINSMORE DR GILL RANCH ROAD TO 0.2 MILE WEST OF BIG FORTUNA CA 95540 GRIZZLY CREEK BRIDGE FED. AID NO. ACNH-P070(146)E RECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.750 2,250 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 50,000.0000 50,000.00 0.500 25,000 003 TIME-RELATED OVERHEAD (LS) LS 725,000.0000 725,000.00 0.483 350,175 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 360,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 16,000.00 17.500 3,500 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 75,000.0000 75,000.00 0.343 25,725 007 CONSTRUCTION AREA SIGNS LS 116,029.0000 116,029.00 0.700 81,220 008 TRAFFIC CONTROL SYSTEM LS 3,249,467.4200 3,249,467.42 0.336 1,091,821 009 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 010 TRAFFIC CONTROL SUPERVISOR DAY 1,200.0000 432,000.00 156.000 187,200 011 TYPE III BARRICADE EA 125.0000 500.00 0.000 0 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 20.0000 480.00 0.000 0 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 7.5000 14,100.00 0.000 0 014 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 1,485.00 0.000 0 015 PORTABLE RADAR SPEED FEEDBACK SIGN LS 40,000.0000 40,000.00 0.343 13,720 SYSTEMS (LS) 016 TEMPORARY BARRIER SYSTEM LF 90.0000 14,400.00 0.000 0 017 RELOCATE TEMPORARY BARRIER SYSTEM LF 35.0000 1,400.00 0.000 0 018 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 80,000.0000 80,000.00 0.343 27,440 019 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 3,500.0000 7,000.00 0.000 0 020 RELOCATE ALTERNATIVE TEMPORARY CRASH EA 1,500.0000 3,000.00 0.000 0 CUSHION 021 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 250.0000 90,000.00 156.000 39,000 022 JOB SITE MANAGEMENT LS 250,000.0000 250,000.00 0.343 85,750 PROGRAM CAS145 PAGE 2 DATE 03/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H58U4 TIME 11:49 AM ESTIMATE NO. 015 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: ZDENEK MIKE DATE OF THIS ESTIMATE 03/26/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.500 1,500 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 40,500.00 0.000 0 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 275.0000 35,750.00 6.000 1,650 026 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 027 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.7900 81,370.00 84,700.000 66,913 MATRIX) 028 TEMPORARY COVER SQYD 4.0000 412,000.00 9,250.000 37,000 029 TEMPORARY CHECK DAM LF 16.0000 2,080.00 810.210 12,963 030 TEMPORARY DRAINAGE INLET PROTECTION EA 220.0000 5,500.00 22.000 4,840 031 TEMPORARY FIBER ROLL LF 3.3400 55,110.00 25.000 83.50 5,985.000 19,989 032 TEMPORARY GRAVEL BAG BERM LF 10.5000 36,015.00 0.000 0 033 TEMPORARY SILT FENCE LF 2.6500 29,150.00 760.000 2,014.00 8,449.000 22,389 034 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 24,000.00 4.000 8,000 035 STREET SWEEPING LS 340,000.0000 340,000.00 0.343 116,620 036 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 0.343 6,860 037 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 40,000.00 45.000 22,500 038 WATER QUALITY MONITORING REPORT EA 200.0000 7,200.00 3.000 600 039 WATER QUALITY ANNUAL REPORT EA 750.0000 3,000.00 1.000 750 040 TEMPORARY CREEK DIVERSION SYSTEMS LS 60,000.0000 60,000.00 0.152 9,120 041 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.000 0 042 TREATED WOOD WASTE LB 0.3400 100,640.00 0.000 0 043 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 95,000.0000 95,000.00 0.560 53,200 044 BIRD EXCLUSION DEVICES LS 15,000.0000 15,000.00 0.000 0 045 INVASIVE SPECIES CONTROL LS 40,000.0000 40,000.00 0.290 11,600 046 REMOVE CONCRETE (SQYD) SQYD 65.0000 39,650.00 647.900 42,113 047 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 250.0000 8,750.00 33.200 8,300 048 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 22,760.00 2,139.500 8,558 049 CLEARING AND GRUBBING (LS) LS 1,200,000.0000 1,200,000.00 0.750 900,000 PROGRAM CAS145 PAGE 3 DATE 03/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H58U4 TIME 11:49 AM ESTIMATE NO. 015 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: ZDENEK MIKE DATE OF THIS ESTIMATE 03/26/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DUST PALLIATIVE LS 35,000.0000 35,000.00 0.000 0 051 ROADWAY EXCAVATION CY 31.0000 9,145,000.00 93,646.400 2,903,038 052 ROCK EXCAVATION CY 45.0000 3,600,000.00 29,647.500 1,334,137 053 SHOULDER BACKING TON 60.0000 954,000.00 0.000 0 054 STRUCTURE EXCAVATION (BRIDGE) CY 385.0000 4,235.00 0.000 0 (F) 055 STRUCTURE BACKFILL (BRIDGE) CY 1,200.0000 12,000.00 0.000 0 (F) 056 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 3.0000 507,000.00 1,273.280 3,819 A1 057 ROADSIDE CLEARING LS 95,000.0000 95,000.00 0.204 19,380 058 SOIL TESTING EA 600.0000 6,000.00 0.000 0 059 PLANT (GROUP H) EA 235.0000 47,000.00 0.000 0 060 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,300.0000 31,200.00 5.000 6,500 061 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.1400 406,000.00 479,160.000 67,082 062 BONDED FIBER MATRIX (SQFT) SQFT 0.1700 425,000.00 304,920.000 51,836 063 FIBER REINFORCED MATRIX (SQFT) SQFT 0.2600 754,000.00 479,160.000 124,581 064 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 519,600.00 106,680.000 64,008 065 INCORPORATE MATERIALS (DPPIA) SQFT 0.3000 98,400.00 0.000 0 066 FINISHING ROADWAY LS 70,000.0000 70,000.00 0.000 0 067 CLASS 2 AGGREGATE BASE (CY) CY 82.0000 9,758,000.00 1,034.000 84,788 068 FULL DEPTH RECYCLING-CEMENT SQYD 3.5000 700,000.00 0.000 0 069 CEMENT (FULL DEPTH RECYCLING-CEMENT) TON 250.0000 987,500.00 0.000 0 070 SUPPLEMENTARY AGGREGATE (FULL DEPTH TON 45.0000 151,200.00 0.000 0 RECYCLING-CEMENT) 071 ASPHALTIC EMULSION (FULL DEPTH TON 800.0000 136,000.00 0.000 0 RECYCLING-CEMENT) 072 SAND COVER (FULL DEPTH RECYCLING-CEMENT) TON 100.0000 15,000.00 0.000 0 073 MIX DESIGN (FULL DEPTH RECYCLING-CEMENT) LS 34,500.0000 34,500.00 0.000 0 074 HOT MIX ASPHALT (TYPE A) TON 135.0000 24,165,000.00 80.000 10,800 075 DATA CORE LS 30,000.0000 30,000.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.2000 616.00 60.000 132 PROGRAM CAS145 PAGE 4 DATE 03/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H58U4 TIME 11:49 AM ESTIMATE NO. 015 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: ZDENEK MIKE DATE OF THIS ESTIMATE 03/26/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 D) LF 2.2000 20,900.00 0.000 0 078 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.2000 15,378.00 0.000 0 079 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 105.0000 102,900.00 145.640 15,292 AREA) 080 TACK COAT TON 600.0000 84,000.00 0.000 0 081 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 45.0000 1,485.00 33.000 1,485 082 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 30,900.00 0.000 0 083 RAIL ELEMENT WALL SQFT 55.0000 29,150.00 0.000 0 084 STRUCTURAL CONCRETE, BRIDGE CY 3,500.0000 42,000.00 0.000 0 (F) 085 STRUCTURAL CONCRETE, BOX CULVERT CY 2,400.0000 1,663,200.00 32.280 77,472 (F) 086 STRUCTURAL CONCRETE, HEADWALL CY 3,200.0000 310,400.00 32.850 105,120 (F) 087 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,300.0000 339,700.00 49.630 213,409 (F) 088 TRACTION-SAND TRAP LS 40,000.0000 40,000.00 0.000 0 089 STRUCTURAL CONCRETE (WINGWALL) CY 1,800.0000 707,400.00 62.400 112,320 (F) 090 MINOR CONCRETE (MINOR STRUCTURE) CY 800.0000 42,400.00 16.680 13,344 091 DRILL AND BOND DOWEL LF 40.0000 14,200.00 0.000 0 092 DRILL AND BOND DOWEL (EA) EA 53.0000 18,020.00 0.000 0 093 BAR REINFORCING STEEL (BRIDGE) LB 2.2500 2,414.25 0.000 0 (F) 094 BAR REINFORCING STEEL (BOX CULVERT) LB 2.2500 213,417.00 9,026.000 20,308 (F) 095 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 2.2500 5,967.00 0.000 0 (F) COATED) 096 BAR REINFORCING STEEL (WINGWALL) LB 2.2500 84,134.25 5,592.000 12,582 (F) 097 BAR REINFORCING STEEL (HEADWALL) LB 39.0700 48,524.94 1,137.000 44,422 (F) 098 PUBLIC SAFETY PLAN LS 7,500.0000 7,500.00 0.750 5,625 099 RAPID SETTING CONCRETE (PATCH) CF 800.0000 5,600.00 0.000 0 100 REMOVE UNSOUND CONCRETE CF 350.0000 2,450.00 0.000 0 101 REMOVE POLYESTER CONCRETE OVERLAY SQFT 5.0000 13,200.00 0.000 0 102 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 5.0000 13,200.00 0.000 0 103 FURNISH POLYESTER CONCRETE OVERLAY CF 110.0000 29,040.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H58U4 TIME 11:49 AM ESTIMATE NO. 015 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: ZDENEK MIKE DATE OF THIS ESTIMATE 03/26/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE POLYESTER CONCRETE OVERLAY SQFT 12.0000 31,680.00 0.000 0 (F) 105 BRIDGE REMOVAL (PORTION) LS 95,000.0000 95,000.00 0.000 0 106 18" ALTERNATIVE PIPE CULVERT LF 78.0000 27,300.00 48.700 3,798 107 24" ALTERNATIVE PIPE CULVERT LF 40.0000 1,400.00 34.200 1,368 108 CONCRETE BACKFILL (PIPE TRENCH) CY 220.0000 24,200.00 77.960 17,151 109 18" REINFORCED CONCRETE PIPE (CLASS III) LF 120.0000 62,400.00 174.600 20,952 110 24" REINFORCED CONCRETE PIPE (CLASS III) LF 160.0000 57,600.00 254.400 40,704 111 30" REINFORCED CONCRETE PIPE (CLASS III) LF 250.0000 13,500.00 0.000 0 112 36" REINFORCED CONCRETE PIPE (CLASS III) LF 275.0000 24,200.00 87.600 24,090 113 18" X 12" CORRUGATED STEEL PIPE LF 150.0000 14,550.00 0.000 0 ELLIPTICAL (.109" THICK) 114 15" CORRUGATED STEEL PIPE (.109" THICK) LF 150.0000 7,050.00 0.000 0 115 18" CORRUGATED STEEL PIPE (.109" THICK) LF 95.0000 109,250.00 763.100 72,494 116 24" CORRUGATED STEEL PIPE (.138" THICK) LF 115.0000 676,200.00 1,783.900 205,148 117 30" CORRUGATED STEEL PIPE (.138" THICK) LF 155.0000 127,100.00 283.400 43,927 118 36" CORRUGATED STEEL PIPE (.138" THICK) LF 205.0000 118,900.00 170.400 34,932 119 42" CORRUGATED STEEL PIPE (.138" THICK) LF 245.0000 36,750.00 88.900 21,780 120 48" CORRUGATED STEEL PIPE (.138" THICK) LF 370.0000 27,010.00 45.700 16,909 121 60" CORRUGATED STEEL PIPE (.138" THICK) LF 515.0000 56,650.00 0.000 0 122 49" X 33" CORRUGATED STEEL PIPE ARCH LF 350.0000 29,400.00 83.300 29,155 (.138" THICK) 123 83" X 57" CORRUGATED STEEL PIPE ARCH LF 630.0000 52,290.00 82.300 51,849 (.138" THICK) 124 60" STRUCTURAL STEEL PLATE PIPE (0.280" LF 680.0000 12,920.00 18.700 12,716 THICK) 125 84" STRUCTURAL STEEL PLATE PIPE (0.280" LF 1,000.0000 24,000.00 0.000 0 THICK) 126 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 60.0000 44,400.00 332.000 19,920.00 332.000 19,920 127 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 35.0000 66,500.00 0.000 0 (.079" THICK) 128 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 155.0000 2,790.00 17.600 2,728 (.109" THICK) 129 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 80.0000 65,600.00 0.000 0 (.138" THICK) 130 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 210.0000 6,930.00 0.000 0 (.138" THICK) PROGRAM CAS145 PAGE 6 DATE 03/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H58U4 TIME 11:49 AM ESTIMATE NO. 015 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: ZDENEK MIKE DATE OF THIS ESTIMATE 03/26/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 195.0000 68,250.00 0.000 0 (.138" THICK) 132 12" ENTRANCE TAPER EA 785.0000 49,455.00 0.000 0 133 12" DOWNDRAIN SLIP JOINT EA 580.0000 36,540.00 0.000 0 134 ANCHOR ASSEMBLY EA 660.0000 64,020.00 10.000 6,600 135 CABLE ANCHORAGE SYSTEM (MOD) EA 12,000.0000 48,000.00 0.000 0 136 12" ANCHOR ASSEMBLY EA 600.0000 114,000.00 0.000 0 137 CABLE ANCHORAGE SYSTEM EA 15,400.0000 61,600.00 0.000 0 138 GEOMEMBRANE (WATER BARRIER) SQYD 15.0000 19,950.00 0.000 0 139 36" WELDED STEEL PIPE TRENCHLESS LF 960.0000 1,488,000.00 988.000 948,480 INSTALLATION METHOD 140 36" WELDED STEEL PIPE (.375" THICK) LF 420.0000 4,200.00 9.900 4,158 141 18" STEEL FLARED END SECTION EA 665.0000 7,980.00 9.000 5,985 142 24" STEEL FLARED END SECTION EA 790.0000 37,130.00 18.000 14,220 143 30" STEEL FLARED END SECTION EA 1,100.0000 7,700.00 4.000 4,400 144 36" STEEL FLARED END SECTION EA 1,300.0000 10,400.00 2.000 2,600 145 42" STEEL FLARED END SECTION EA 1,900.0000 5,700.00 2.000 3,800 146 48" STEEL FLARED END SECTION EA 3,000.0000 3,000.00 1.000 3,000 147 83" X 57" STEEL FLARED END SECTION EA 5,000.0000 10,000.00 2.000 10,000 148 30" CONCRETE FLARED END SECTION EA 2,300.0000 2,300.00 0.000 0 149 36" CONCRETE FLARED END SECTION EA 3,200.0000 3,200.00 0.000 0 150 36" PRECAST CONCRETE PIPE INLET LF 1,700.0000 8,500.00 0.000 0 151 ABANDON CULVERT (LF) LF 40.0000 87,200.00 336.100 13,444 152 ABANDON REINFORCED CONCRETE BOX EA 43,000.0000 43,000.00 0.000 0 153 REMOVE OVERSIDE DRAIN EA 200.0000 12,400.00 0.000 0 154 REMOVE CULVERT (LF) LF 21.0000 183,960.00 3,271.100 68,693 155 REMOVE DOWNDRAIN (EA) EA 2,200.0000 26,400.00 2.000 4,400 156 REMOVE REINFORCED CONCRETE BOX CULVERT LF 260.0000 91,000.00 33.000 8,580 (LF) 157 REMOVE INLET EA 2,200.0000 129,800.00 38.000 83,600 PROGRAM CAS145 PAGE 7 DATE 03/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H58U4 TIME 11:49 AM ESTIMATE NO. 015 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: ZDENEK MIKE DATE OF THIS ESTIMATE 03/26/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 REMOVE HEADWALL EA 7,000.0000 203,000.00 7.000 49,000 159 REMOVE WINGWALL EA 5,500.0000 121,000.00 4.000 22,000 160 REMOVE EDGE DRAIN LF 45.0000 1,800.00 40.000 1,800 161 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,000.0000 1,000.00 0.000 0 162 REMOVE FLARED END SECTION (EA) EA 300.0000 20,100.00 36.000 10,800 163 RESET INLET EA 3,700.0000 3,700.00 1.000 3,700 164 MODIFY HEADWALL EA 10,500.0000 10,500.00 1.000 10,500 165 MODIFY INLET EA 8,000.0000 8,000.00 0.000 0 166 CLEANING, INSPECTING, AND PREPARING LF 15.0000 63,600.00 0.000 0 CULVERT (LF) 167 SAND BACKFILL CY 230.0000 98,900.00 40.000 9,200 168 24" CURED-IN-PLACE PIPELINER LF 229.0000 409,910.00 0.000 0 169 30" CURED-IN-PLACE PIPELINER LF 279.0000 164,610.00 0.000 0 170 36" CURED-IN-PLACE PIPELINER LF 333.0000 233,100.00 0.000 0 171 42" CURED-IN-PLACE PIPELINER LF 368.0000 220,800.00 0.000 0 172 48" CURED-IN-PLACE PIPELINER LF 397.0000 230,260.00 0.000 0 173 MINOR CONCRETE (INVERT PAVING) CY 1,100.0000 73,700.00 0.000 0 174 STREAMBED MATERIAL CY 290.0000 22,330.00 0.000 0 175 REMOVE ROCK SLOPE PROTECTION CY 115.0000 7,475.00 0.000 0 176 GABION (DITCH) CY 345.0000 365,700.00 260.222 89,776 177 GABION (WALL) CY 260.0000 75,400.00 287.000 74,620 178 ROCK SLOPE PROTECTION (1T, CLASS VIII, CY 150.0000 60,000.00 0.000 0 METHOD A) 179 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 170.0000 23,800.00 73.300 12,461 METHOD B) (CY) 180 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 265.0000 14,840.00 0.000 0 METHOD B) (CY) 181 ROCK SLOPE PROTECTION (150 LB, CLASS CY 200.0000 186,000.00 237.000 47,400 III, METHOD B) (CY) 182 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 160.0000 46,400.00 25.700 4,112 METHOD B) (CY) 183 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 205.0000 14,145.00 0.000 0 METHOD B) (CY) 184 ROCK SLOPE PROTECTION (1/2 T, CLASS VII, CY 225.0000 18,675.00 0.000 0 METHOD B) (CY) PROGRAM CAS145 PAGE 8 DATE 03/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H58U4 TIME 11:49 AM ESTIMATE NO. 015 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: ZDENEK MIKE DATE OF THIS ESTIMATE 03/26/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 23,350.00 476.200 2,381 186 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 5.0000 19,300.00 0.000 0 187 MINOR CONCRETE (CURB) (CY) CY 1,300.0000 23,400.00 18.420 23,946 188 DETECTABLE WARNING SURFACE SQFT 50.0000 17,500.00 361.400 18,070 189 MINOR CONCRETE (MISCELLANEOUS CY 1,200.0000 20,400.00 16.800 20,160 CONSTRUCTION) 190 MINOR CONCRETE (CURB AND GUTTER) CY 1,300.0000 94,900.00 73.400 95,420 191 MINOR CONCRETE (DRIVEWAY) CY 1,200.0000 15,600.00 12.400 14,880 192 MINOR CONCRETE (SIDEWALK) CY 950.0000 48,450.00 51.600 49,020 193 MINOR CONCRETE (CURB RAMP) CY 2,900.0000 43,500.00 15.300 44,370 194 MASONRY BLOCK WALL (LS) LS 20,000.0000 20,000.00 1.000 20,000 195 REMOVE WALL (MASONRY BLOCK) LS 6,000.0000 6,000.00 1.000 6,000 196 MISCELLANEOUS IRON AND STEEL LB 4.0000 110,428.00 9,962.000 39,848 (F) 197 RECONSTRUCT ROADSIDE ROCKFALL FENCE LF 30.0000 36,600.00 0.000 0 198 SALVAGE ROADSIDE ROCKFALL FENCE LF 20.0000 12,400.00 0.000 0 199 ADJUST UTILITY COVER TO GRADE EA 750.0000 5,250.00 0.000 0 200 RELOCATE WATER LINE LF 350.0000 26,250.00 0.000 0 201 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 1,200.0000 21,600.00 0.000 0 202 REMOVE LIGHT STANDARD EA 5,000.0000 15,000.00 0.000 0 203 PREPARE AND STAIN CONCRETE SQFT 55.0000 76,725.00 0.000 0 204 REMOVE FENCE (TYPE BW) LF 15.0000 7,050.00 0.000 0 205 REMOVE CHAIN LINK FENCE LF 15.0000 20,400.00 0.000 0 206 RECONSTRUCT FENCE (TYPE BW) LF 25.0000 10,750.00 0.000 0 207 RECONSTRUCT CHAIN LINK FENCE LF 30.0000 4,800.00 0.000 0 208 REMOVE PAVEMENT MARKER EA 10.0000 360.00 0.000 0 209 DELINEATOR (CLASS 2) EA 75.0000 110,250.00 84.000 6,300 210 PAVEMENT MARKER EA 13.0000 112,190.00 0.000 0 (RETROREFLECTIVE-RECESSED) 211 MILEPOST MARKER EA 85.0000 3,315.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 03/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H58U4 TIME 11:49 AM ESTIMATE NO. 015 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: ZDENEK MIKE DATE OF THIS ESTIMATE 03/26/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 MARKER (CULVERT) EA 75.0000 26,250.00 0.000 0 213 TREATMENT BEST MANAGEMENT PRACTICE EA 85.0000 11,050.00 0.000 0 MARKER 214 OBJECT MARKER (TYPE L-1) EA 85.0000 28,900.00 0.000 0 215 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 9,600.00 0.000 0 216 REMOVE ROADSIDE SIGN (STEEL POST) EA 150.0000 27,000.00 0.000 0 217 RELOCATE ROADSIDE SIGN EA 3,900.0000 62,400.00 0.000 0 218 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.9500 40,849.50 0.000 0 (0.080"-UNFRAMED) 219 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.1500 14,356.50 0.000 0 (0.063"-FRAMED) 220 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.2500 9,322.50 0.000 0 (0.080"-FRAMED) 221 ROADSIDE SIGN - ONE POST EA 475.0000 90,250.00 0.000 0 222 ROADSIDE SIGN - TWO POST EA 725.0000 34,075.00 0.000 0 223 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 625.0000 2,500.00 0.000 0 METHOD) 224 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 39.9000 377,853.00 0.000 0 225 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 45.0000 4,005.00 0.000 0 226 VEGETATION CONTROL (MINOR CONCRETE) SQYD 88.0000 499,840.00 0.000 0 227 CABLE RAILING LF 75.0000 75,750.00 44.000 3,300 228 TRANSITION RAILING (TYPE WB-31) EA 4,995.0000 19,980.00 0.000 0 229 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,500.0000 16,500.00 0.000 0 230 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,800.0000 91,200.00 0.000 0 231 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 830.7300 136,239.72 0.000 0 (F) 232 SALVAGE GUARDRAIL LF 6.0000 135,000.00 0.000 0 233 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 18.0000 54,720.00 0.000 0 MARKING 234 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 16.0000 11,360.00 0.000 0 235 12" RUMBLE STRIP (ASPHALT CONCRETE STA 50.0000 44,500.00 0.000 0 PAVEMENT) 236 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.6500 1,591,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 237 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 18,020.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 12-3) PROGRAM CAS145 PAGE 10 DATE 03/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H58U4 TIME 11:49 AM ESTIMATE NO. 015 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: ZDENEK MIKE DATE OF THIS ESTIMATE 03/26/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 6,715.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 17-7) 239 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 49,640.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 18-12) 240 8" THERMOPLASTIC TRAFFIC STRIPE LF 8.0000 39,520.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 241 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 27.0000 69,390.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 242 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,000.0000 15,000.00 0.500 7,500 SYSTEM ELEMENTS DURING CONSTRUCTION 243 TEMPORARY SIGNAL SYSTEMS LS 280,170.0000 280,170.00 0.000 0 244 MODIFYING LIGHTING SYSTEMS LS 154,440.0000 154,440.00 0.000 0 245 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 503,360.0000 503,360.00 0.930 468,124 246 MODIFYING TRAFFIC MONITORING STATIONS LS 13,000.0000 13,000.00 0.000 0 247 UNREINFORCED GEOMEMBRANE (CLASS A) SQYD 14.0000 17,360.00 89.500 1,253 248 GEOMEMBRANE (SCRIM REINFORCED, CLASS A) SQYD 10.0000 41,000.00 1,002.070 10,020 249 CUSHION FABRIC (CLASS 10) SQYD 3.0000 24,600.00 2,004.310 6,012 250 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 251 RELOCATE WATER LINE (CITY WATER SYSTEM) LF 180.0000 88,200.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 03/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H58U4 TIME 11:49 AM ESTIMATE NO. 015 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: ZDENEK MIKE DATE OF THIS ESTIMATE 03/26/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 22,017.50 11,561,312.81 ADJUSTMENT OF COMPENSATION 0.00 -50,000.00 EXTRA WORK 849,996.00 6,288,385.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 872,013.50 17,799,698.77 252 MOBILIZATION LS 7,983,940.9200 7,983,940.92 0.950 7,584,743 ORIGINAL CONTRACT AMOUNT 85,593,593.00 TOTAL WORK COMPLETED 872,013.50 25,384,442.64 MATERIALS ON HAND ON SITE 613,264.12 3,210,200.00 DEDUCTIONS 30,000.00 -2,000.00 TOTAL 1,515,277.62 28,592,642.64 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/18/23 360 11/20/23 11/20/23 01/14/26 77 277 0 0 26% 21% PROGRESS IS SATISFACTORY ZDENEK MIKE RESIDENT ENGINEER