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 05/22/25 EST. NO. 008 TIME 08:54 AM R.E. NAME: ABDALLA, OSAMA 08-1G6704 --------------------------------------------------------------------------- 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 0002 275.00 E.W. @ U.P (+) 050925 N 0003.0 004 0001 66,269.66 A.C. @ L.S.(+) 030525 N 0004.0 006 0001 81,326.85 E.W. @ L.S.(+) 051325 N 0002.0 147,871.51 TOTAL THIS ESTIMATE 3,938.78 TOTAL PREVIOUS ESTIMATE 151,810.29 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 05/22/25 EST. NO. 008 TIME 08:54 AM R.E. NAME: ABDALLA, OSAMA 08-1G6704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G6704 TIME 08:54 AM ESTIMATE NO. 008 BID OPENING 03/12/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 05/22/25 LOCATION PROGRESS ESTIMATE 08-RIV-79-5.4/11.4 ----------------- ORTIZ ENTERPRISES, INC. RIVERSIDE COUNTY NEAR TEMECULA FROM 0.4 6 CUSHING SUITE 200 MILE SOUTH OF SAGE ROAD TO 1.1 MILES SOUTH IRVINE CA 92618 OF PAUBA ROAD FED. AID NO. SSTG-S079(47)E HOT MIX ASPHALT, SOIL NAIL, STRUCTURAL CON ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.000 0 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 20,000.0000 20,000.00 0.250 5,000.00 0.250 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,900.0000 3,950,000.00 21.000 165,900.00 151.000 1,192,900 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 90,000.00 1.000 6,000.00 3.000 18,000 005 HOURLY OFF-SITE HR 200.0000 12,000.00 3.000 600.00 6.000 1,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 960,000.0000 960,000.00 0.042 40,320.00 0.158 151,680 007 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.489 29,340 008 TRAFFIC CONTROL SYSTEM LS 2,500,000.0000 2,500,000.00 0.042 105,000.00 0.082 205,000 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 350.0000 140,000.00 17.000 5,950.00 40.000 14,000 010 TYPE III BARRICADE EA 125.0000 5,375.00 0.000 0 011 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.7000 14,615.00 0.000 0 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 180,000.00 0.000 0 013 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 44,000.00 0.000 0 014 PLASTIC TRAFFIC DRUMS EA 500.0000 55,000.00 0.000 0 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 32.0000 32,000.00 42.000 1,344.00 82.000 2,624 SYSTEM DAY 016 PORTABLE SIGNAL SYSTEMS (EA) EA 47,000.0000 987,000.00 0.000 0 017 TEMPORARY PAVEMENT MARKER EA 4.5000 31,410.00 0.000 0 018 TEMPORARY BARRIER SYSTEM LF 25.0000 1,805,000.00 0.000 0 019 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 35,000.0000 210,000.00 3.000 105,000 020 TEMPORARY CRASH CUSHION MODULE EA 350.0000 24,500.00 0.000 0 021 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 4,500.0000 180,000.00 0.000 0 022 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 10,000.0000 20,000.00 1.000 10,000 SYSTEM PROGRAM CAS145 PAGE 2 DATE 05/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G6704 TIME 08:54 AM ESTIMATE NO. 008 BID OPENING 03/12/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 05/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.042 420.00 0.302 3,020 024 STORMWATER POLLUTION PREVENTION PLAN LS 135,000.0000 135,000.00 0.042 5,670.00 0.302 40,770 025 RAIN EVENT ACTION PLAN EA 500.0000 30,000.00 0.000 0 026 STORM WATER SAMPLING AND ANALYSIS DAY EA 125.0000 3,750.00 0.000 0 027 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 028 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 500.0000 3,000.00 0.000 0 CONTROL) 029 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 40,000.00 0.000 0 030 TEMPORARY COVER SQYD 3.6000 18,000.00 0.000 0 031 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 25,500.00 0.000 0 032 TEMPORARY FIBER ROLL LF 8.0000 80,000.00 2,950.000 23,600.00 2,950.000 23,600 033 TEMPORARY REINFORCED SILT FENCE LF 12.0000 24,000.00 366.000 4,392 034 TEMPORARY SILT FENCE LF 5.0000 300,000.00 0.000 0 035 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 30,000.00 1.000 10,000 036 STREET SWEEPING LS 120,000.0000 120,000.00 0.042 5,040.00 0.302 36,240 037 TEMPORARY CONCRETE WASHOUT LS 31,500.0000 31,500.00 0.000 0 038 TEMPORARY CREEK DIVERSION SYSTEMS LS 50,000.0000 50,000.00 0.000 0 039 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8500 56,610.00 0.000 0 STRIPE (HAZARDOUS WASTE) 040 TREATED WOOD WASTE LB 0.6500 32,955.00 0.000 0 041 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 800.0000 552,000.00 17.000 13,600.00 147.000 117,600 042 NATURAL RESOURCE PROTECTION PLAN LS 5,200.0000 5,200.00 1.000 5,200 043 REMOVE CONCRETE (CY) CY 180.0000 11,880.00 0.000 0 044 REMOVE CONCRETE (SQYD) SQYD 8.0000 6,160.00 0.000 0 045 TEMPORARY HIGH-VISIBILITY FENCE LF 9.0000 18,000.00 1,052.000 9,468 046 CLEARING AND GRUBBING (LS) LS 360,000.0000 360,000.00 0.260 93,600 047 ROADWAY EXCAVATION CY 61.0000 4,947,100.00 4,000.000 244,000 048 ROADWAY EXCAVATION (TOPSOIL) CY 130.0000 780.00 0.000 0 049 ROCK EXCAVATION CY 230.0000 326,600.00 480.000 110,400.00 480.000 110,400 PROGRAM CAS145 PAGE 3 DATE 05/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G6704 TIME 08:54 AM ESTIMATE NO. 008 BID OPENING 03/12/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 05/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (BRIDGE) CY 2,800.0000 30,800.00 0.000 0 (F) 051 STRUCTURE EXCAVATION (TYPE D) CY 660.0000 130,020.00 0.000 0 (F) 052 STRUCTURE EXCAVATION (RETAINING WALL) CY 325.0000 1,231,100.00 0.000 0 (F) 053 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 145.0000 86,420.00 0.000 0 (F) 054 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 186.0000 1,154,874.00 0.000 0 (F) 055 STRUCTURE BACKFILL (BRIDGE) CY 1,235.0000 25,935.00 0.000 0 (F) 056 STRUCTURE BACKFILL (RETAINING WALL) CY 48.0000 207,120.00 0.000 0 (F) 057 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 58.0000 3,422.00 0.000 0 (F) 058 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 100.0000 27,700.00 0.000 0 (F) 059 PERVIOUS BACKFILL MATERIAL (RETAINING CY 150.0000 13,350.00 0.000 0 (F) WALL) 060 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 220.0000 179,300.00 0.000 0 (F) 061 LEAN CONCRETE BACKFILL CY 160.0000 37,760.00 0.000 0 (F) 062 DITCH EXCAVATION CY 240.0000 93,600.00 0.000 0 063 EMBANKMENT CY 48.0000 58,080.00 0.000 0 064 ROADSIDE CLEARING LS 100,000.0000 100,000.00 0.300 30,000 065 MONUMENT SIGN AESTHETICS LS 170,000.0000 170,000.00 0.000 0 066 SOIL AMENDMENT CY 61.0000 793.00 0.000 0 067 SLOW-RELEASE FERTILIZER LB 2.0000 188.00 0.000 0 068 PLANT (GROUP M) EA 13.0000 13,520.00 0.000 0 069 PLANT (GROUP U) EA 253.0000 30,360.00 0.000 0 070 PLANT (GROUP B)(CONTRACT GROWN) EA 86.0000 1,720.00 0.000 0 071 TRANSPLANT PLANT EA 75,000.0000 75,000.00 0.000 0 072 MAINTAIN EXISTING PLANTED AREAS LS 86,000.0000 86,000.00 0.000 0 073 PLANT ESTABLISHMENT WORK LS 106,000.0000 106,000.00 0.000 0 074 DUFF (ACRE) ACRE 8,320.0000 366,080.00 0.000 0 075 BONDED FIBER MATRIX (SQFT) SQFT 0.1300 247,000.00 0.000 0 076 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.3500 275,450.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G6704 TIME 08:54 AM ESTIMATE NO. 008 BID OPENING 03/12/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 05/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 COMPOST (CY) CY 38.0000 467,400.00 0.000 0 078 CLASS 2 AGGREGATE BASE (CY) CY 60.0000 1,524,000.00 1,072.490 64,349.40 1,072.490 64,349 079 PRIME COAT TON 850.0000 12,750.00 0.000 0 080 HOT MIX ASPHALT (TYPE A) TON 104.0000 2,943,200.00 0.000 0 081 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 138.0000 1,290,300.00 0.000 0 082 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.5000 217.50 0.000 0 083 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 3,025.00 0.000 0 084 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 9,750.00 0.000 0 085 TACK COAT TON 900.0000 48,600.00 0.000 0 086 REMOVE ASPHALT CONCRETE DIKE LF 9.0000 62,820.00 0.000 0 087 GROUND ANCHOR (SUBHORIZONTAL) EA 7,100.0000 213,000.00 0.000 0 088 SOIL NAIL LF 51.0000 4,699,089.00 0.000 0 089 STEEL SOLDIER PILE (2-HP 12 X 63) LF 48.0000 18,480.00 0.000 0 090 STEEL SOLDIER PILE (2-HP 12 X 53) LF 128.0000 22,144.00 0.000 0 091 STEEL SOLDIER PILE (W 18 X 86) LF 110.0000 551,760.00 0.000 0 092 STEEL SOLDIER PILE (W 18 X 211) LF 260.0000 35,880.00 0.000 0 093 30" DRILLED HOLE LF 150.0000 719,700.00 0.000 0 094 42" DRILLED HOLE LF 260.0000 134,160.00 0.000 0 095 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 260.0000 69,160.00 0.000 0 096 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 2,700.0000 35,100.00 0.000 0 (F) 097 STRUCTURAL CONCRETE, BRIDGE CY 5,500.0000 880,000.00 0.000 0 (F) 098 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 2,900.0000 252,300.00 0.000 0 (F) FIBER) 099 STRUCTURAL CONCRETE, RETAINING WALL CY 700.0000 793,800.00 0.000 0 (F) 100 STRUCTURAL CONCRETE, BARRIER SLAB CY 810.0000 441,450.00 0.000 0 (F) 101 AGGREGATE BASE (APPROACH SLAB) CY 210.0000 1,890.00 0.000 0 102 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,600.0000 76,800.00 0.000 0 (F) N) 103 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,165.0000 95,530.00 0.000 0 R) PROGRAM CAS145 PAGE 5 DATE 05/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G6704 TIME 08:54 AM ESTIMATE NO. 008 BID OPENING 03/12/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 05/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BOX CULVERT CY 2,025.0000 567,000.00 0.000 0 105 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 110,000.00 0.000 0 106 MINOR CONCRETE CY 1,080.0000 243,000.00 0.000 0 (F) 107 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 30,400.00 0.000 0 (F) 108 MINOR CONCRETE (BACKFILL) CY 350.0000 54,600.00 0.000 0 (F) 109 DRILL AND BOND DOWEL (CHEMICAL LF 25.0000 6,075.00 0.000 0 ADHESIVE)(LF) 110 JOINT SEAL (MR 1") LF 150.0000 15,300.00 0.000 0 111 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 3.6000 1,230,620.40 0.000 0 (F) 112 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 125,049.60 0.000 0 (F) 113 BAR REINFORCING STEEL (BOX CULVERT) LB 1.7500 73,500.00 0.000 0 114 BAR REINFORCING STEEL (RETAINING WALL, LB 2.8500 492,309.00 0.000 0 (F) EPOXY COATED) 115 BAR REINFORCING STEEL (GALVANIZED) LB 3.5000 1,480.50 0.000 0 (F) 116 SCULPTED SHOTCRETE SQFT 5.6000 341,846.40 0.000 0 117 STRUCTURAL SHOTCRETE CY 645.0000 2,113,665.00 0.000 0 (F) 118 TIMBER LAGGING MFBM 8,500.0000 692,750.00 0.000 0 119 CLEAN AND PAINT STEEL SOLDIER PILING LS 87,000.0000 87,000.00 0.000 0 120 CORE AND PRESSURE GROUT DOWEL LF 205.0000 45,715.00 0.000 0 121 BRIDGE REMOVAL (PORTION) LS 265,000.0000 265,000.00 0.000 0 122 12" ALTERNATIVE PIPE CULVERT LF 307.0000 49,120.00 0.000 0 123 15" ALTERNATIVE PIPE CULVERT LF 175.0000 220,500.00 0.000 0 124 18" ALTERNATIVE PIPE CULVERT LF 475.0000 570,000.00 314.500 149,387.50 463.000 219,925 125 24" REINFORCED CONCRETE PIPE LF 615.0000 110,700.00 54.000 33,210.00 90.000 55,350 126 30" REINFORCED CONCRETE PIPE LF 710.0000 31,950.00 40.000 28,400.00 40.000 28,400 127 42" REINFORCED CONCRETE PIPE LF 1,380.0000 104,880.00 12.000 16,560.00 20.000 27,600 128 8" CORRUGATED STEEL PIPE (.079" THICK) LF 79.0000 35,550.00 0.000 0 129 GEOCOMPOSITE DRAIN SQFT 9.0000 109,881.00 0.000 0 130 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 355.0000 6,035.00 0.000 0 (.079" THICK) PROGRAM CAS145 PAGE 6 DATE 05/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G6704 TIME 08:54 AM ESTIMATE NO. 008 BID OPENING 03/12/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 05/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ENTRANCE TAPER EA 1,850.0000 3,700.00 0.000 0 132 18" ALTERNATIVE FLARED END SECTION EA 2,700.0000 194,400.00 20.000 54,000.00 31.000 83,700 133 24" ALTERNATIVE FLARED END SECTION EA 2,850.0000 31,350.00 4.000 11,400.00 7.000 19,950 134 30" ALTERNATIVE FLARED END SECTION EA 4,600.0000 9,200.00 2.000 9,200.00 2.000 9,200 135 42" ALTERNATIVE FLARED END SECTION EA 6,650.0000 39,900.00 1.000 6,650.00 2.000 13,300 136 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 2,700.0000 5,400.00 0.000 0 137 CABLE NET ELEVATED DRAPERY SQFT 50.0000 320,000.00 0.000 0 138 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 810.0000 324,000.00 209.000 169,290.00 233.000 188,730 METHOD B) (CY) 139 ROCK SLOPE PROTECTION (1/2 T, CLASS VII, CY 710.0000 40,470.00 0.000 0 METHOD B) (CY) 140 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 16.0000 9,600.00 299.000 4,784.00 335.000 5,360 141 MINOR CONCRETE (GUTTER) (CY) CY 2,950.0000 539,850.00 0.000 0 142 MISCELLANEOUS IRON AND STEEL LB 5.5000 68,200.00 0.000 0 143 MISCELLANEOUS METAL (RETAINING WALL) LB 12.0000 31,728.00 0.000 0 (F) 144 ADJUST MONUMENT COVER TO GRADE EA 750.0000 17,250.00 0.000 0 145 PREPARE AND STAIN CONCRETE SQFT 4.1000 99,338.90 0.000 0 146 PREPARE AND STAIN SHOTCRETE SQFT 3.2000 195,340.80 0.000 0 147 STAIN GALVANIZED SURFACES (LS) LS 50,000.0000 50,000.00 0.000 0 148 STAIN GALVANIZED SURFACES (LF) LF 10.0000 74,340.00 0.000 0 149 FENCE (TYPE BW, 6-STRAND, METAL POST) LF 18.0000 39,060.00 0.000 0 150 CHAIN LINK FENCE (TYPE CL-6) LF 20.0000 13,200.00 0.000 0 151 REMOVE FENCE LF 10.0000 22,000.00 0.000 0 152 REMOVE PAVEMENT MARKER EA 2.0000 5,300.00 0.000 0 153 DELINEATOR (CLASS 1) EA 35.0000 9,450.00 0.000 0 154 GUARD RAILING DELINEATOR EA 35.0000 13,300.00 0.000 0 155 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 13,900.00 0.000 0 156 MILEPOST MARKER EA 50.0000 1,100.00 0.000 0 157 MARKER (CULVERT) EA 50.0000 5,500.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 05/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G6704 TIME 08:54 AM ESTIMATE NO. 008 BID OPENING 03/12/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 05/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 OBJECT MARKER (TYPE P) EA 50.0000 200.00 0.000 0 159 REMOVE ROADSIDE SIGN (WOOD POST) EA 350.0000 11,900.00 0.000 0 160 RESET ROADSIDE SIGN EA 500.0000 3,000.00 0.000 0 161 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 1,850.00 0.000 0 (0.063"-UNFRAMED) 162 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 3,500.00 0.000 0 (0.080"-UNFRAMED) 163 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 1,825.00 0.000 0 (0.080"-FRAMED) 164 ROADSIDE SIGN - ONE POST EA 750.0000 29,250.00 0.000 0 165 ROADSIDE SIGN - TWO POST EA 1,000.0000 3,000.00 0.000 0 166 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 37.0000 362,230.00 0.000 0 167 VEGETATION CONTROL (MINOR CONCRETE) SQYD 100.0000 582,000.00 0.000 0 168 TUBULAR BICYCLE RAILING LF 135.0000 388,800.00 0.000 0 (F) 169 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 135.0000 501,525.00 0.000 0 (F) 170 CONCRETE BARRIER (TYPE 60M MODIFIED) LF 450.0000 72,450.00 0.000 0 (F) 171 CABLE RAILING LF 150.0000 679,650.00 0.000 0 (F) 172 TRANSITION RAILING (TYPE WB-31) EA 4,800.0000 62,400.00 0.000 0 173 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,700.0000 155,100.00 0.000 0 174 ALTERNATIVE CRASH CUSHION TL-3 EA 17,500.0000 175,000.00 0.000 0 175 CONCRETE BARRIER (TYPE 60MC) LF 2,900.0000 841,000.00 0.000 0 176 CALIFORNIA ST-75 BRIDGE RAIL (MODIFIED) LF 595.0000 1,760,010.00 0.000 0 (F) 177 REMOVE GUARDRAIL LF 10.0000 28,700.00 0.000 0 178 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 22.5000 7,875.00 0.000 0 WET NIGHT VISIBILITY) 179 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 160,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 180 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.5000 4,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 181 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 43,355.00 0.000 0 182 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 12.5000 4,375.00 0.000 0 183 6" RUMBLE STRIP (ASPHALT CONCRETE STA 33.0000 22,110.00 0.000 0 PAVEMENT) 184 12" RUMBLE STRIP (ASPHALT CONCRETE STA 49.0000 16,660.00 0.000 0 PAVEMENT) PROGRAM CAS145 PAGE 8 DATE 05/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G6704 TIME 08:54 AM ESTIMATE NO. 008 BID OPENING 03/12/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 05/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 21.0000 19,740.00 0.000 0 (WARRANTY) 186 TEMPORARY FLASHING BEACON SYSTEMS LS 25,000.0000 25,000.00 0.000 0 187 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 188 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 52.0000 213,720.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 05/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G6704 TIME 08:54 AM ESTIMATE NO. 008 BID OPENING 03/12/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 05/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,036,074.90 3,178,898.40 ADJUSTMENT OF COMPENSATION 66,269.66 66,269.66 EXTRA WORK 81,601.85 85,540.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,183,946.41 3,330,708.69 189 MOBILIZATION LS 6,000,000.0000 6,000,000.00 0.500 3,000,000 ORIGINAL CONTRACT AMOUNT 60,801,162.10 TOTAL WORK COMPLETED 1,183,946.41 6,330,708.69 MATERIALS ON HAND ON SITE 759,382.81 DEDUCTIONS 0.00 0.00 TOTAL 1,183,946.41 7,090,091.50 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 06/17/24 690 09/11/24 09/12/24 07/21/27 151 19 0 0 11% 22% PROGRESS IS SATISFACTORY ABDALLA, OSAMA RESIDENT ENGINEER