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 12/18/24 EST. NO. 035 TIME 02:22 PM R.E. NAME: DAMON CHERENZIA 09-213404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0029 160.00 E.W. @ U.P (+) 120924 N 233557 004 0023 1,250.00 E.W. @ F.A.(+) 120424 N 0023 012 0287 14,453.40 E.W. @ F.A.(+) 110924 N 0287 0288 14,453.40 111624 N 0288 0289 14,453.40 112324 N 0289 0290 17,871.92 113024 N 0290 0291 14,453.40 120724 N 0291 015 0020 769.95 E.W. @ U.P (+) 051524 N 237651 053 0001 6,724.12 E.W. @ F.A.(+) 101324 N 001 0002 5,303.61 101424 N 002 0003 5,303.61 101524 N 003 0004 6,144.11 101624 N 004 101,340.92 TOTAL THIS ESTIMATE 6,085,001.96 TOTAL PREVIOUS ESTIMATE 6,186,342.88 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 12/18/24 EST. NO. 035 TIME 02:22 PM R.E. NAME: DAMON CHERENZIA 09-213404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RELTC#5-FAILED PSI -1,200.00 010 REMOVE DEDUCT FOR LO 1,200.00 011 DEDUCTS NCR2,3,4 -9,064.10 021 NCR 7 -2,550.00 025 NCR 8 FAILING CORES -7,012.50 030 NCR 10 FAILING CORES -9,562.50 031 0.00 -28,189.10 LABOR COMPLIANCE VIOLATION MARCH 2023-TAKE$2K -2,000.00 014 RELEASE $2K LCP 2,000.00 015 TAKE $5K LCP -5,000.00 030 RELEASE EST30 $5K 5,000.00 031 TAKE $10K MISSING PA -10,000.00 033 RELEASE$10K (PPE 33) 10,000.00 034 0.00 0.00 TOTAL DEDUCTIONS 0.00 -28,189.10 PROGRAM CAS145 PAGE 1 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-213404 TIME 02:22 PM ESTIMATE NO. 035 BID OPENING 10/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/24 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 12/18/24 LOCATION RERUN PROGRESS ESTIMATE 09-INY-395-29.2/41.8 ----------------------- FISHER SAND & GRAVEL CO IN INYO COUNTY NEAR OLANCHA AND 1302 W. DRIVERS WAY CARTAGO FROM 1.4 MILES SOUTH OF LOS TEMPE AZ 85284 ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE FED. AID NO. ACNH-P395(348)E CONSTRUCT 4 LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 60,000.0000 60,000.00 1.000 60,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 6,000.0000 3,000,000.00 15.000 90,000.00 642.000 3,852,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 78,000.00 10.000 60,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 12,000.00 3.000 600.00 59.500 11,900 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 750,000.0000 750,000.00 1.000 750,000 007 CONSTRUCTION AREA SIGNS LS 250,000.0000 250,000.00 1.000 250,000 008 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 1.000 400,000 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 250.0000 17,500.00 0.000 0 010 FLASHING ARROW SIGN EA 10,000.0000 70,000.00 2.000 20,000.00 6.000 60,000 011 TYPE III BARRICADE EA 100.0000 50,000.00 291.000 29,100 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 225,200.00 73,160.000 29,264.00 293,914.000 117,565 013 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 70,800.00 369.000 11,070.00 2,022.000 60,660 014 PORTABLE DELINEATOR EA 40.0000 4,400.00 140.000 5,600 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 100.0000 49,000.00 90.000 9,000.00 1,589.000 158,900 SYSTEM DAY 016 PORTABLE FLASHING BEACONS (EA) EA 9,000.0000 27,000.00 0.000 0 017 TEMPORARY PAVEMENT MARKER EA 3.0000 750.00 0.000 0 018 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 125,000.0000 125,000.00 1.000 125,000 019 TEMPORARY RAILING (TYPE K) LF 32.0000 196,800.00 1,520.000 48,640.00 5,460.000 174,720 020 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,500.0000 9,000.00 6.000 27,000 021 TEMPORARY RADAR SPEED FEEDBACK EA 17,500.0000 35,000.00 2.000 35,000 SIGN SYSTEM 022 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000 PROGRAM CAS145 PAGE 2 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-213404 TIME 02:22 PM ESTIMATE NO. 035 BID OPENING 10/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/24 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 1.000 2,000 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 12,000.00 1.000 500.00 26.000 13,000 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 225.0000 2,700.00 1.000 225.00 38.000 8,550 026 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 027 MOVE-IN/MOVE-OUT EA 1,500.0000 18,000.00 8.000 12,000 (TEMPORARY EROSION CONTROL) 028 TEMPORARY HYDRAULIC MULCH SQYD 0.7000 791,000.00 1,125,632.000 787,942 (BONDED FIBER MATRIX) 029 TEMPORARY CHECK DAM LF 6.0000 4,440.00 28.000 168 030 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,200.00 0.000 0 031 TEMPORARY FIBER ROLL LF 3.0000 162,000.00 3,490.000 10,470.00 66,522.000 199,566 032 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 40,000.00 2.000 10,000 033 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 034 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 1.000 25,000 035 TREATED WOOD WASTE LB 0.6000 57,480.00 51,920.000 31,152 036 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 900.0000 540,000.00 15.000 13,500.00 642.000 577,800 037 NATURAL RESOURCE PROTECTION PLAN LS 3,000.0000 3,000.00 1.000 3,000 038 INVASIVE SPECIES CONTROL LS 50,000.0000 50,000.00 1.000 50,000 039 BAT EXCLUSION DEVICES LS 100,000.0000 100,000.00 1.000 100,000 040 REMOVE METAL WATER TANKS LS 20,000.0000 20,000.00 1.000 20,000 041 REMOVE METAL CATTLE GUARD EA 5,000.0000 20,000.00 1.000 5,000 042 REMOVE WOODEN SIGN EA 375.0000 750.00 0.000 0 043 REMOVE CONCRETE SIGN BASE EA 500.0000 500.00 0.000 0 044 RELOCATE WATER TANK LS 15,000.0000 15,000.00 1.000 15,000 045 REMOVE CONCRETE (STRUCTURE) CY 80.0000 35,200.00 542.300 43,384 046 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 2.0000 15,360.00 7,680.000 15,360 047 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 131,200.00 13,948.000 55,792 048 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 0.950 237,500 049 DUST SUPPRESSANT (TON) TON 1,200.0000 360,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-213404 TIME 02:22 PM ESTIMATE NO. 035 BID OPENING 10/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/24 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DUST PALLIATIVE LS 100,000.0000 100,000.00 1.000 100,000 051 ROADWAY EXCAVATION CY 9.0000 12,150,000.00 763.000 6,867.00 1,521,694.500 13,695,250 052 BLADED DIRT ROAD LF 3.5000 17,675.00 5,024.000 17,584 053 SHOULDER BACKING TON 22.0000 25,520.00 0.000 0 054 STRUCTURE EXCAVATION (TYPE D) CY 35.0000 23,800.00 680.000 23,800 (F) 055 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 48,975.00 653.000 48,975 (F) 056 DITCH EXCAVATION CY 10.0000 134,000.00 20,082.200 200,822 057 ORGANIC FERTILIZER LB 6.0000 780.00 0.000 0 058 PLANT (GROUP H) EA 50.0000 9,000.00 0.000 0 059 TRANSPLANT JOSHUA TREE EA 1,100.0000 118,800.00 149.000 163,900 060 TRANSPLANT CACTUS EA 900.0000 28,800.00 21.000 18,900 061 PLANT (GROUP B) EA 35.0000 7,000.00 200.000 7,000 062 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0 063 WOOD MULCH CY 100.0000 19,000.00 0.000 0 064 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 12,000.00 0.000 0 065 DUFF (ACRE) ACRE 610.0000 128,100.00 0.000 0 066 DRY SEED (ACRE) ACRE 4,500.0000 720,000.00 9.500 42,750 067 DRILL SEED (ACRE) ACRE 4,000.0000 376,000.00 0.000 0 068 BONDED FIBER MATRIX (ACRE) ACRE 4,000.0000 1,000,000.00 9.500 38,000 069 INCORPORATE MATERIALS SQFT 0.0400 356,400.00 0.000 0 070 CLASS 2 AGGREGATE BASE (CY) CY 39.0000 6,786,000.00 183.900 7,172.10 152,217.000 5,936,463 071 PREPAVING INERTIAL PROFILER LS 10,000.0000 10,000.00 0.000 0 072 HOT MIX ASPHALT (TYPE A, WEARING COURSE) TON 89.0000 6,612,700.00 0.000 0 073 HOT MIX ASPHALT (TYPE A) TON 68.0000 14,484,000.00 11,696.510 795,362.68 204,524.390 13,907,658 074 DATA CORE LS 3,000.0000 3,000.00 0.111 333 075 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.5000 74,250.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 27,600.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-213404 TIME 02:22 PM ESTIMATE NO. 035 BID OPENING 10/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/24 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.0000 3,080.00 0.000 0 078 PLACE HOT MIX ASPHALT SQYD 100.0000 32,000.00 0.000 0 (MISCELLANEOUS AREA) 079 TACK COAT TON 650.0000 318,500.00 17.890 11,628.50 223.438 145,234 080 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 20.0000 296,000.00 928.000 18,560.00 8,501.000 170,020 081 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 45,400.00 0.000 0 082 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 650.0000 145,600.00 224.000 145,600 (F) 083 STRUCTURAL CONCRETE, BRIDGE CY 2,800.0000 1,072,400.00 383.000 1,072,400 (F) 084 STRUCTURAL CONCRETE, BRIDGE CY 4,500.0000 756,000.00 168.000 756,000 (F) (POLYMER FIBER) 085 STRUCTURAL CONCRETE, BOX CULVERT CY 1,100.0000 795,300.00 722.990 795,289 (F) 086 STRUCTURAL CONCRETE, HEADWALL CY 625.0000 401,250.00 444.700 277,937 (F) 087 MINOR CONCRETE CY 2,750.0000 41,250.00 15.000 41,250 (F) 088 MINOR CONCRETE (MINOR STRUCTURE) CY 2,600.0000 65,000.00 6.100 15,860 (F) 089 FURNISH PRECAST PRESTRESSED CONCRETE EA 45,000.0000 720,000.00 16.000 720,000 GIRDER (70'-80') 090 ERECT PRECAST PRESTRESSED CONCRETE EA 1,250.0000 20,000.00 16.000 20,000 GIRDER 091 JOINT SEAL (MR 1") LF 60.0000 11,640.00 194.000 11,640 092 BAR REINFORCING STEEL LB 2.5000 146,712.50 88,248.000 220,620 (F) 093 BAR REINFORCING STEEL (BRIDGE) LB 1.8000 250,200.00 139,000.000 250,200 (F) 094 BAR REINFORCING STEEL (BOX CULVERT) LB 1.8000 299,633.40 166,463.000 299,633 (F) 095 BAR REINFORCING STEEL (GALVANIZED) LB 3.5000 3,248.00 928.000 3,248 (F) 096 HEADED BAR REINFORCEMENT EA 65.0000 7,280.00 112.000 7,280 (F) 097 24" ALTERNATIVE PIPE CULVERT LF 110.0000 491,700.00 4,625.000 508,750 098 30" ALTERNATIVE PIPE CULVERT LF 120.0000 308,400.00 2,262.000 271,440 099 36" ALTERNATIVE PIPE CULVERT LF 140.0000 295,400.00 2,112.000 295,680 100 48" ALTERNATIVE PIPE CULVERT LF 220.0000 286,000.00 2,090.000 459,800 101 CONCRETE BACKFILL (PIPE TRENCH) CY 320.0000 23,360.00 44.320 14,182 (F) 102 24" PLASTIC PIPE LF 100.0000 50,000.00 0.000 0 103 42" CORRUGATED STEEL PIPE (.109" THICK) LF 260.0000 10,400.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-213404 TIME 02:22 PM ESTIMATE NO. 035 BID OPENING 10/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/24 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 28" X 20" CORRUGATED STEEL PIPE ARCH LF 120.0000 164,400.00 1,361.000 163,320 (.079" THICK) 105 35" X 24" CORRUGATED STEEL PIPE ARCH LF 160.0000 48,000.00 294.000 47,040 (.079" THICK) 106 42" X 29" CORRUGATED STEEL PIPE ARCH LF 200.0000 78,000.00 386.000 77,200 (.079" THICK) 107 57" X 38" CORRUGATED STEEL PIPE ARCH LF 300.0000 81,000.00 266.000 79,800 (.109" THICK) 108 INSTALL 24" DUCTILE IRON PIPE SLEEVE LF 85.0000 32,300.00 380.000 32,300 109 INSTALL 12" WELDED STEEL PIPE LF 115.0000 47,150.00 410.000 47,150 (0.25" THICK) 110 24" STEEL FLARED END SECTION EA 1,100.0000 94,600.00 72.000 79,200 111 30" STEEL FLARED END SECTION EA 1,400.0000 54,600.00 14.000 19,600 112 36" STEEL FLARED END SECTION EA 2,200.0000 68,200.00 24.000 52,800 113 42" STEEL FLARED END SECTION EA 2,500.0000 10,000.00 0.000 0 114 48" STEEL FLARED END SECTION EA 3,500.0000 91,000.00 22.000 77,000 115 28" X 20" STEEL FLARED END PIPE ARCH EA 700.0000 22,400.00 16.000 11,200 SECTION 116 35" X 24" STEEL FLARED END PIPE ARCH EA 900.0000 7,200.00 4.000 3,600 SECTION 117 42" X 29" STEEL FLARED END PIPE ARCH EA 1,700.0000 13,600.00 4.000 6,800 SECTION 118 57" X 38" STEEL FLARED END PIPE ARCH EA 3,000.0000 9,000.00 0.000 0 SECTION 119 REMOVE CULVERT (LF) LF 30.0000 84,600.00 161.000 4,830.00 1,499.400 44,982 120 REMOVE PIPE (LF) LF 22.0000 20,020.00 510.000 11,220 121 REMOVE INLET EA 1,500.0000 6,000.00 1.000 1,500 122 REMOVE HEADWALL EA 2,750.0000 16,500.00 3.000 8,250 123 REMOVE FLARED END SECTION (EA) EA 250.0000 9,500.00 2.000 500.00 18.000 4,500 124 SMALL-ROCK SLOPE PROTECTION CY 350.0000 19,250.00 70.000 24,500 125 ROCK SLOPE PROTECTION CY 110.0000 15,400.00 0.000 0 (1/4 T, CLASS V, METHOD B) (CY) 126 ROCK SLOPE PROTECTION CY 110.0000 34,100.00 2,648.600 291,346 (300 LB, CLASS IV, METHOD B) (CY) 127 BACKFILLED ROCK SLOPE PROTECTION CY 110.0000 90,200.00 722.800 79,508 (300 LB, CLASS IV, METHOD B) 128 BACKFILLED ROCK SLOPE PROTECTION CY 115.0000 158,700.00 1,350.300 155,284 (150 LB, CLASS III, METHOD B) 129 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 9,060.00 844.000 5,064 130 MISCELLANEOUS IRON AND STEEL LB 5.0000 21,620.00 940.000 4,700 (F) PROGRAM CAS145 PAGE 6 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-213404 TIME 02:22 PM ESTIMATE NO. 035 BID OPENING 10/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/24 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 METAL CATTLE GUARD EA 40,000.0000 120,000.00 4.000 160,000 (TYPE DESERT TORTOISE, MODIFIED) 132 PAINTED CATTLEGUARD EA 5,000.0000 20,000.00 0.000 0 133 DESTROY WELL EA 25,000.0000 25,000.00 3.000 75,000 134 PREPARE AND STAIN CONCRETE SQFT 5.0000 21,660.00 7,627.000 38,135 135 STAIN GALVANIZED SURFACES (LS) LS 16,500.0000 16,500.00 1.000 16,500 136 FENCE (TYPE BW, METAL POST) LF 8.5000 153,850.00 170.000 1,445 137 CHAIN LINK FENCE (TYPE CL-6) LF 46.0000 91,080.00 0.000 0 138 16' WIRE MESH GATE EA 3,000.0000 36,000.00 0.000 0 139 16' METAL GATE EA 7,000.0000 140,000.00 1.000 7,000 140 12' CHAIN LINK GATE (TYPE CL-6) EA 5,000.0000 50,000.00 4.000 20,000 141 REMOVE FENCE (TYPE BW) LF 3.0000 99,000.00 6,401.000 19,203 142 REMOVE FENCE (TYPE DESERT TORTOISE) LF 3.0000 9,930.00 4,450.300 13,350 143 REMOVE DESERT TORTOISE FENCE LF 4.5000 102,600.00 1,435.000 6,457 144 REMOVE CHAIN LINK FENCE LF 8.0000 8,320.00 215.000 1,720 145 REMOVE GATE EA 1,000.0000 4,000.00 4.000 4,000 146 DESERT TORTOISE FENCE LF 12.0000 166,800.00 11,241.300 134,895 147 FENCE LF 12.5000 157,500.00 2,790.000 34,875 (TYPE BW MODIFIED, DESERT TORTOISE) 148 REMOVE HARDWARE CLOTH LF 3.0000 21,000.00 1,035.000 3,105 149 REMOVE DELINEATOR EA 32.0000 5,440.00 153.000 4,896 150 DELINEATOR (CLASS 2) EA 100.0000 64,000.00 244.000 24,400 151 MILEPOST MARKER EA 100.0000 6,200.00 10.000 1,000 152 MARKER (CULVERT) EA 100.0000 33,000.00 0.000 0 153 OBJECT MARKER (TYPE K-1) EA 80.0000 1,120.00 0.000 0 154 OBJECT MARKER (TYPE L-1) EA 100.0000 8,000.00 0.000 0 155 REMOVE ROADSIDE SIGN EA 80.0000 13,600.00 56.000 4,480 156 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 30.0000 2,160.00 0.000 0 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 15,720.00 21.300 255.60 443.400 5,320 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 7 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-213404 TIME 02:22 PM ESTIMATE NO. 035 BID OPENING 10/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/24 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 14,400.00 22.800 273.60 630.400 7,564 (0.080"-UNFRAMED) 159 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 8,200.00 123.300 2,466.00 123.300 2,466 (0.080"-FRAMED) 160 ROADSIDE SIGN - ONE POST EA 400.0000 68,000.00 4.000 1,600.00 68.000 27,200 161 ROADSIDE SIGN - TWO POST EA 1,300.0000 16,900.00 3.000 3,900.00 3.000 3,900 162 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 40.0000 41,600.00 0.000 0 163 CHAIN LINK RAILING (TYPE 6) LF 225.0000 105,300.00 468.000 105,300 (F) 164 CABLE RAILING LF 55.0000 46,310.00 1,027.000 56,485 (F) 165 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 20,000.00 0.000 0 166 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,500.0000 36,000.00 0.000 0 167 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 400.0000 189,600.00 474.000 189,600 (F) 168 REMOVE GUARDRAIL LF 6.0000 25,260.00 3,505.000 21,030 169 THERMOPLASTIC PAVEMENT MARKING SQFT 7.5000 52,425.00 0.000 0 170 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 34,000.00 0.000 0 171 PAINT PAVEMENT MARKING (2-COAT) SQFT 4.0000 4,320.00 0.000 0 172 REMOVE PAINTED TRAFFIC STRIPE LF 0.2000 89,200.00 2,756.000 551.20 36,954.000 7,390 173 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 31,200.00 520.000 1,560.00 2,834.000 8,502 174 6" RUMBLE STRIP STA 22.0000 23,980.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 175 12" RUMBLE STRIP STA 20.0000 23,600.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 176 6" METHYL METHACRYLATE PAINT LF 1.0000 360.00 0.000 0 TRAFFIC STRIPE 177 6" METHYL METHACRYLATE PAINT LF 1.0000 180.00 0.000 0 TRAFFIC STRIPE (BROKEN 36-12) 178 6" METHYL METHACRYLATE PAINT LF 2.5000 642,500.00 0.000 0 TRAFFIC STRIPE (RECESSED) 179 6" METHYL METHACRYLATE PAINT LF 1.6000 204,800.00 0.000 0 TRAFFIC STRIPE (RECESSED, BROKEN 36-12) 180 6" METHYL METHACRYLATE PAINT LF 3.5000 3,815.00 0.000 0 TRAFFIC STRIPE (RECESSED, BROKEN 8-4) 181 8" METHYL METHACRYLATE PAINT LF 3.5000 22,155.00 0.000 0 TRAFFIC STRIPE (RECESSED) 182 8" METHYL METHACRYLATE PAINT LF 3.0000 11,130.00 0.000 0 TRAFFIC STRIPE (RECESSED, BROKEN 12-3) 183 6" HIGH DENSITY POLYETHYLENE CONDUIT LF 90.0000 89,100.00 0.000 0 184 TRAFFIC MONITORING STATION SYSTEM LS 90,000.0000 90,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-213404 TIME 02:22 PM ESTIMATE NO. 035 BID OPENING 10/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/24 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 2" CONDUIT (BRIDGE) LS 35,000.0000 35,000.00 1.000 35,000 186 3" CONDUIT (BRIDGE) LS 45,000.0000 45,000.00 1.000 45,000 187 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 188 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 32,400.00 1,086.000 3,258.00 8,972.000 26,916 PROGRAM CAS145 PAGE 9 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-213404 TIME 02:22 PM ESTIMATE NO. 035 BID OPENING 10/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/24 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,092,053.68 51,665,663.92 ADJUSTMENT OF COMPENSATION 0.00 -61,314.30 EXTRA WORK 101,340.92 6,247,657.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,193,394.60 57,852,006.80 189 MOBILIZATION LS 6,577,420.7900 6,577,420.79 1.000 6,577,420 ORIGINAL CONTRACT AMOUNT 69,696,969.69 TOTAL WORK COMPLETED 1,193,394.60 64,429,427.59 MATERIALS ON HAND ON SITE 132,190.75 DEDUCTIONS 0.00 -28,189.10 TOTAL 1,193,394.60 64,533,429.24 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 11/23/21 500 01/31/22 01/31/22 05/22/25 644 74 249 0 79% 86% PROGRESS IS SATISFACTORY DAMON CHERENZIA RESIDENT ENGINEER