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 01/22/26 EST. NO. 002 TIME 10:59 AM R.E. NAME: AL-SALEH ,A./CE-KARAM, I. 12-0M9704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 01/22/26 EST. NO. 002 TIME 10:59 AM R.E. NAME: AL-SALEH ,A./CE-KARAM, I. 12-0M9704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9704 TIME 10:59 AM ESTIMATE NO. 002 BID OPENING 09/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: AL-SALEH ,A./CE-KARAM, I. DATE OF THIS ESTIMATE 01/22/26 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-57-11.5/12.5 ----------------------- ORTIZ ENTERPRISES, INC. ORANGE COUNTY IN ORANGE AND ANAHEIM FROM 6 CUSHING SUITE 200 0.2 MILE SOUTH OF ORANGEWOOD AVENUE IRVINE CA 92618 UNDERCROSSING TO KATELLA AVENUE UNDERCROSSING FED. AID NO. TPLN-6212(27) CONST BRIDGES, RET WALLS, JPCP, HMA, CONC ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 5,000.00 1.000 10,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 25,000.0000 25,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 8,615.3800 5,599,997.00 15.000 129,230.70 25.000 215,384 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 84,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 8,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 277,757.1400 277,757.14 0.020 5,555.14 0.040 11,110 007 CONSTRUCTION AREA SIGNS LS 133,323.4300 133,323.43 0.200 26,664.69 0.400 53,329 008 TRAFFIC CONTROL SYSTEM LS 1,697,955.0600 1,697,955.06 0.020 33,959.10 0.040 67,918 009 FLASHING ARROW SIGN EA 1,150.0000 8,050.00 0.000 0 010 TRAFFIC CONE EA 39.0000 624.00 0.000 0 011 TYPE III BARRICADE EA 285.0000 7,125.00 0.000 0 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 36,420.00 0.000 0 013 CHANNELIZER (SURFACE MOUNTED) EA 54.0000 22,680.00 22.000 1,188 014 TRAFFIC DRUM EA 49.0000 44,100.00 0.000 0 015 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 76.0000 69,920.00 31.000 2,356.00 41.000 3,116 SYSTEM 016 TEMPORARY BARRIER SYSTEM LF 25.0000 640,000.00 80.000 2,000.00 5,720.000 143,000 017 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 255,000.0000 255,000.00 0.000 0 018 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,000.0000 294,000.00 15.000 105,000 019 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 48,500.0000 48,500.00 0.050 2,425.00 0.100 4,850 020 TEMPORARY CRASH CUSHION MODULE EA 308.0000 49,280.00 21.000 6,468 021 TEMPORARY CRASH CUSHION TL-2 EA 5,500.0000 126,500.00 4.000 22,000 022 TEMPORARY CRASH CUSHION TL-3 EA 11,000.0000 22,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 01/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9704 TIME 10:59 AM ESTIMATE NO. 002 BID OPENING 09/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: AL-SALEH ,A./CE-KARAM, I. DATE OF THIS ESTIMATE 01/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC SCREEN LF 5.2500 29,190.00 0.000 0 024 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 12,000.0000 24,000.00 1.000 12,000 SYSTEM 025 JOB SITE MANAGEMENT LS 114,500.0000 114,500.00 0.020 2,290.00 0.040 4,580 026 STORMWATER POLLUTION PREVENTION PLAN LS 69,000.0000 69,000.00 0.500 34,500 027 STORMWATER SAMPLING AND ANALYSIS DAY EA 700.0000 7,000.00 1.000 700.00 1.000 700 028 STORMWATER ANNUAL REPORT EA 3,000.0000 6,000.00 0.000 0 029 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,111.0000 3,333.00 0.000 0 CONTROL) 030 TEMPORARY CHECK DAM LF 10.0000 7,300.00 390.000 3,900.00 522.000 5,220 031 TEMPORARY DRAINAGE INLET PROTECTION EA 325.0000 19,825.00 3.000 975.00 10.000 3,250 032 TEMPORARY FIBER ROLL LF 7.5000 221,250.00 3,295.000 24,712.50 3,295.000 24,712 033 TEMPORARY SILT FENCE LF 9.0000 40,950.00 3,644.000 32,796.00 3,668.000 33,012 034 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 36,000.00 1.000 6,000.00 3.000 18,000 035 STREET SWEEPING LS 150,000.0000 150,000.00 0.020 3,000.00 0.040 6,000 036 TEMPORARY CONCRETE WASHOUT LS 77,000.0000 77,000.00 0.020 1,540.00 0.040 3,080 037 TEMPORARY CREEK DIVERSION SYSTEMS LS 28,000.0000 28,000.00 0.000 0 038 ASBESTOS COMPLIANCE PLAN LS 5,555.0000 5,555.00 0.000 0 039 HEALTH AND SAFETY PLAN LS 22,220.0000 22,220.00 0.000 0 040 ADL BURIAL LOCATION REPORT LS 11,110.0000 11,110.00 0.000 0 041 TREATED WOOD WASTE LB 0.6500 11,830.00 0.000 0 042 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 178,015.0000 178,015.00 0.300 53,404.50 0.500 89,007 043 INVASIVE SPECIES CONTROL LS 22,220.0000 22,220.00 0.000 0 044 TEMPORARY HIGH-VISIBILITY FENCE LF 5.1000 13,209.00 0.000 0 045 CLEARING AND GRUBBING (LS) LS 500,000.0000 500,000.00 0.700 350,000.00 0.900 450,000 046 ROADWAY EXCAVATION CY 110.0000 2,464,000.00 4,729.000 520,190.00 4,729.000 520,190 047 ROADWAY EXCAVATION (TYPE R-1) (AERIALLY CY 85.0000 124,950.00 0.000 0 DEPOSITED LEAD) 048 STRUCTURE EXCAVATION (BRIDGE) CY 873.0000 996,966.00 0.000 0 (F) 049 STRUCTURE EXCAVATION (TYPE D) CY 186.0000 866,760.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 01/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9704 TIME 10:59 AM ESTIMATE NO. 002 BID OPENING 09/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: AL-SALEH ,A./CE-KARAM, I. DATE OF THIS ESTIMATE 01/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (RETAINING WALL) CY 145.0000 142,535.00 0.000 0 (F) 051 STRUCTURE BACKFILL (BRIDGE) CY 178.0000 471,344.00 0.000 0 (F) 052 STRUCTURE BACKFILL (RETAINING WALL) CY 182.7100 158,957.70 0.000 0 (F) 053 PERVIOUS BACKFILL MATERIAL (RETAINING CY 207.0000 3,933.00 0.000 0 (F) WALL) 054 IMPORTED BORROW (CY) CY 1.0000 30,000.00 0.000 0 055 ROADSIDE CLEARING LS 111,102.8600 111,102.86 0.000 0 056 ROCK BLANKET SQFT 20.0000 700,000.00 0.000 0 057 WEED GERMINATION SQYD 1.0000 26,500.00 0.000 0 058 CULTIVATION SQYD 2.0000 53,000.00 0.000 0 059 IRON SULFATE (LB) LB 2.0000 260.00 0.000 0 060 SOIL AMENDMENT CY 105.0000 9,240.00 0.000 0 061 PACKET FERTILIZER EA 0.5300 3,842.50 0.000 0 062 SLOW-RELEASE FERTILIZER LB 2.1100 13,546.20 0.000 0 063 PLANT (GROUP F) EA 0.7400 39,294.00 0.000 0 064 PLANT (GROUP K) EA 949.0000 104,390.00 0.000 0 065 PLANT (GROUP Z) (EA) EA 949.0000 17,082.00 0.000 0 066 PLANT (GROUP A) EA 14.7700 90,983.20 0.000 0 067 PLANT (GROUP B) EA 37.0000 2,220.00 0.000 0 068 PLANT (GROUP U) EA 265.0000 42,400.00 0.000 0 069 MAINTAIN EXISTING PLANTED AREAS LS 31,500.0000 31,500.00 0.100 3,150.00 0.100 3,150 070 PLANT ESTABLISHMENT WORK (MINIMUM BID) LS 120,000.0000 120,000.00 0.000 0 071 WOOD MULCH CY 50.0000 153,000.00 0.000 0 072 EDGING LF 27.0000 136,080.00 0.000 0 073 CHECK AND TEST EXISTING IRRIGATION LS 24,000.0000 24,000.00 1.000 24,000.00 1.000 24,000 FACILITIES 074 1" REMOTE CONTROL VALVE EA 1,650.0000 29,700.00 0.000 0 075 1 1/2" REMOTE CONTROL VALVE EA 1,692.0000 87,984.00 0.000 0 076 48 STATION IRRIGATION CONTROLLER EA 21,206.0000 84,824.00 0.000 0 (PEDESTAL MOUNTED) PROGRAM CAS145 PAGE 4 DATE 01/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9704 TIME 10:59 AM ESTIMATE NO. 002 BID OPENING 09/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: AL-SALEH ,A./CE-KARAM, I. DATE OF THIS ESTIMATE 01/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 3" SUPPLY LINE (BRIDGE) LF 89.0000 23,051.00 0.000 0 (F) 078 TREE WELL SPRINKLER ASSEMBLY EA 60.0000 33,000.00 0.000 0 079 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 68.0000 19,720.00 0.000 0 080 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 110.0000 18,700.00 0.000 0 081 RISER SPRINKLER ASSEMBLY EA 40.0000 2,320.00 0.000 0 082 3" GATE VALVE EA 2,000.0000 38,000.00 0.000 0 083 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.0000 92,550.00 0.000 0 (F) LINE) 084 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.8400 33,288.00 0.000 0 (F) (SUPPLY LINE) 085 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 2.1000 14,406.00 0.000 0 (F) (SUPPLY LINE) 086 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.3000 15,370.00 0.000 0 (F) LINE) 087 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 14.7700 64,988.00 0.000 0 (F) LINE) 088 QUICK COUPLING VALVE EA 1,333.2300 22,664.91 0.000 0 089 2" BALL VALVE EA 1,688.0000 28,696.00 0.000 0 090 12" CORRUGATED HIGH DENSITY POLYETHYLENE LF 105.0000 170,100.00 0.000 0 PIPE CONDUIT 091 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.5000 6,375.00 0.000 0 092 HYDROMULCH SQFT 0.1000 47,100.00 0.000 0 093 HYDROSEED SQFT 0.1100 51,810.00 0.000 0 094 FINISHING ROADWAY LS 316,000.0000 316,000.00 0.000 0 095 CLASS 2 AGGREGATE SUBBASE CY 85.0000 826,200.00 0.000 0 096 CLASS 2 AGGREGATE BASE (CY) CY 146.5000 213,890.00 0.000 0 097 CLASS 3 AGGREGATE BASE (CY) CY 125.3000 50,120.00 0.000 0 098 HOT MIX ASPHALT (TYPE A) TON 200.0000 1,146,000.00 0.000 0 099 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 378.1700 166,394.80 0.000 0 100 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 13.0000 5,980.00 0.000 0 101 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 13.0000 12,090.00 0.000 0 102 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 137.0000 31,510.00 0.000 0 AREA) 103 TACK COAT TON 5,300.0000 31,800.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 01/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9704 TIME 10:59 AM ESTIMATE NO. 002 BID OPENING 09/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: AL-SALEH ,A./CE-KARAM, I. DATE OF THIS ESTIMATE 01/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 74.0000 199,800.00 0.000 0 105 JOINTED PLAIN CONCRETE PAVEMENT CY 450.0000 2,943,000.00 0.000 0 106 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 665.0000 166,250.00 0.000 0 107 DRILL AND BOND (DOWEL BAR) EA 98.9200 7,715.76 0.000 0 108 JOINT SEAL (PREFORMED COMPRESSION) LF 9.0000 120,600.00 0.000 0 109 ISOLATION JOINT SEAL (PREFORMED LF 28.8100 69,432.10 0.000 0 COMPRESSION) 110 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 58.0000 51,040.00 0.000 0 111 GRIND EXISTING CONCRETE PAVEMENT SQYD 16.5400 52,762.60 226.750 3,750.45 3,420.000 56,566 112 GROUND ANCHOR (VERTICAL) EA 38,000.0000 76,000.00 0.000 0 113 MECHANICALLY STABILIZED EMBANKMENT, SQFT 225.0000 3,366,000.00 0.000 0 (F) LOCATION A 114 MECHANICALLY STABILIZED EMBANKMENT, SQFT 207.0000 2,193,372.00 0.000 0 (F) LOCATION B 115 FURNISH STEEL PILING (HP 14 X 117) LF 90.0000 1,957,590.00 0.000 0 116 DRIVE STEEL PILE (HP 14 X 117) EA 2,025.0000 886,950.00 0.000 0 117 108" PERMANENT STEEL CASING LF 3,075.0000 147,600.00 0.000 0 118 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 5,273.0000 1,428,983.00 0.000 0 119 108" CAST-IN-DRILLED-HOLE CONCRETE LF 5,450.0000 261,600.00 0.000 0 PILING 120 FURNISH PILING (CLASS 140, ALTERNATIVE LF 38.5500 79,991.25 0.000 0 X) 121 DRIVE PILE (CLASS 140, ALTERNATIVE X) EA 1,955.0000 103,615.00 0.000 0 122 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,212.3900 48,672.58 0.000 0 (SIGN FOUNDATION) 123 PRESTRESSING CAST-IN-PLACE CONCRETE LS 116,000.0000 116,000.00 0.000 0 124 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 570.0000 687,420.00 0.000 0 (F) 125 STRUCTURAL CONCRETE, BRIDGE CY 1,500.0000 6,517,500.00 0.000 0 (F) 126 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 900.0000 1,152,900.00 0.000 0 (F) FIBER) 127 STRUCTURAL CONCRETE, RETAINING WALL CY 1,275.0000 460,275.00 0.000 0 (F) 128 STRUCTURAL CONCRETE, BARRIER SLAB CY 833.0000 576,436.00 0.000 0 (F) 129 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,246.0000 239,232.00 0.000 0 (F) N) 130 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,500.0000 305,000.00 0.000 0 (F) N MODIFIED) PROGRAM CAS145 PAGE 6 DATE 01/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9704 TIME 10:59 AM ESTIMATE NO. 002 BID OPENING 09/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: AL-SALEH ,A./CE-KARAM, I. DATE OF THIS ESTIMATE 01/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 142,500.00 0.000 0 (F) 132 MINOR CONCRETE CY 3,700.0000 3,700.00 0.000 0 (F) 133 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 20,800.00 0.000 0 (F) 134 MINOR CONCRETE (BACKFILL) CY 362.1400 4,345.68 0.000 0 (F) 135 CONCRETE SURFACE TEXTURE (ASHLAR STONE) SQFT 44.0200 34,731.78 0.000 0 136 DRILL AND BOND DOWEL LF 62.0000 15,872.00 0.000 0 137 CLEAN EXPANSION JOINT LF 5.5600 6,505.20 0.000 0 138 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 94,000.0000 188,000.00 0.000 0 GIRDER (60'-70') 139 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 79,000.0000 158,000.00 0.000 0 GIRDER 140 PIPE PIN LB 14.4100 19,266.17 0.000 0 141 HINGE TRANSVERSE SHEAR KEY LB 8.4900 67,673.79 0.000 0 142 PTFE SPHERICAL BEARING EA 4,021.1400 32,169.12 0.000 0 143 JOINT SEAL (MR 1") LF 236.6200 30,997.22 0.000 0 144 JOINT SEAL (MR 2") LF 335.6600 150,375.68 0.000 0 145 STRIP JOINT SEAL ASSEMBLY STEEL EDGE LF 333.3100 137,323.72 0.000 0 BEAM (WABO, TYPE R) 146 NEOPRENE STRIP SEAL GLAND (WABO STRIP LF 227.7600 214,322.16 0.000 0 SEAL SE-400) 147 BAR REINFORCING STEEL (BRIDGE) LB 1.3200 3,107,184.96 0.000 0 (F) 148 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3400 73,232.34 0.000 0 (F) 149 HEADED BAR REINFORCEMENT EA 159.0000 938,418.00 0.000 0 (F) 150 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 10.6000 33,920.00 0.000 0 (F) WITHOUT WALKWAY) 151 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.1100 3,552.00 0.000 0 (F) WITHOUT WALKWAY) 152 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 7.4000 416,620.00 0.000 0 153 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.5300 29,839.00 0.000 0 154 REMOVE SIGN STRUCTURE (EA) EA 6,122.1300 12,244.26 2.000 12,244.26 2.000 12,244 155 REMOVE BRIDGE MOUNTED SIGN EA 3,888.6000 3,888.60 1.000 3,888.60 1.000 3,888 156 REPAIR SPALLED SURFACE AREA SQFT 335.5200 1,006.56 0.000 0 157 REMOVE RETAINING WALL (LF) LF 263.7800 20,047.28 0.000 0 PROGRAM CAS145 PAGE 7 DATE 01/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9704 TIME 10:59 AM ESTIMATE NO. 002 BID OPENING 09/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: AL-SALEH ,A./CE-KARAM, I. DATE OF THIS ESTIMATE 01/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 BRIDGE REMOVAL (PORTION), LOCATION A LS 99,376.1300 99,376.13 0.000 0 159 BRIDGE REMOVAL (PORTION), LOCATION B LS 229,366.4700 229,366.47 0.000 0 160 BRIDGE REMOVAL (PORTION), LOCATION C LS 134,929.0400 134,929.04 0.000 0 161 MISCELLANEOUS METAL (RESTRAINER - CABLE LB 8.8000 43,850.40 0.000 0 (F) TYPE) 162 DESIGN POLLUTION PREVENTION INFILTRATION CY 711.7901 20,143.66 0.000 0 AREA (COMPOST) 163 GROSS SOLIDS REMOVAL DEVICE INCLINED EA 75,420.0000 75,420.00 0.000 0 SCREEN TYPE B 164 GROSS SOLIDS REMOVAL DEVICE LINEAR EA 102,696.1400 102,696.14 0.000 0 RADIAL TYPE LR-3 (6) 165 TRASH NET (DOWNDRAIN) EA 4,444.1100 8,888.22 0.000 0 166 18" REINFORCED CONCRETE PIPE LF 155.7300 313,017.30 0.000 0 167 24" REINFORCED CONCRETE PIPE LF 212.9500 59,626.00 0.000 0 168 24" CORRUGATED STEEL PIPE (.079" THICK) LF 1,317.8000 4,612.30 0.000 0 169 DRAINAGE INLET MARKER EA 444.4100 1,777.64 0.000 0 170 48" CORRUGATED STEEL PIPE RISER (.079" LF 297.3900 892.17 0.000 0 THICK) 171 18" CONCRETE FLARED END SECTION EA 3,045.4800 6,090.96 0.000 0 172 24" CONCRETE FLARED END SECTION EA 2,615.0000 2,615.00 0.000 0 173 36" PRECAST CONCRETE PIPE INLET LF 4,400.0000 101,200.00 0.000 0 174 REMOVE PIPE (LF) LF 41.2700 23,523.90 0.000 0 175 REMOVE INLET EA 1,075.8000 12,909.60 0.000 0 176 REMOVE HEADWALL EA 1,987.6400 1,987.64 0.000 0 177 SLOPE PAVING (CONCRETE) CY 693.1500 49,213.65 0.000 0 178 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 251.3200 75,396.00 0.000 0 METHOD B) (CY) 179 ROCK SLOPE PROTECTION (1/2 T, CLASS VII, CY 212.5400 46,758.80 0.000 0 METHOD B) (CY) 180 CONCRETED-ROCK SLOPE PROTECTION (LIGHT, CY 331.7600 235,549.60 0.000 0 150 LB, CLASS III, METHOD B) (CY) 181 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 19.7700 1,482.75 0.000 0 182 DETECTABLE WARNING SURFACE SQFT 777.7200 65,328.48 0.000 0 183 MINOR CONCRETE (MISCELLANEOUS CY 1,009.7300 191,848.70 0.000 0 CONSTRUCTION) 184 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 01/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9704 TIME 10:59 AM ESTIMATE NO. 002 BID OPENING 09/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: AL-SALEH ,A./CE-KARAM, I. DATE OF THIS ESTIMATE 01/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 REMOVE CONCRETE CURB (LF) LF 28.2700 9,611.80 0.000 0 186 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 16.3400 10,294.20 0.000 0 187 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 16.0700 2,731.90 0.000 0 188 REMOVE CONCRETE (CURB AND GUTTER) LF 14.4300 22,077.90 0.000 0 189 MISCELLANEOUS IRON AND STEEL LB 5.2800 71,808.00 0.000 0 (F) 190 ISOLATION CASING (CORRUGATED STEEL PIPE) LB 6.6700 134,734.00 0.000 0 (F) 191 MISCELLANEOUS METAL (BRIDGE) LB 25.3100 24,930.35 0.000 0 (F) 192 BRIDGE DECK DRAINAGE SYSTEM LB 13.3300 73,581.60 0.000 0 (F) 193 LIGHTING (CITY STREET) LS 30,000.0000 30,000.00 0.000 0 194 MODIFYING PLATFORM (METROLINK) LS 127,783.0500 127,783.05 0.000 0 195 MODIFYING LIGHTING SYSTEMS (METROLINK) LS 40,000.0000 40,000.00 0.000 0 196 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 16,665.4300 16,665.43 0.000 0 197 TEMPORARY FENCE (TYPE CL-6) LF 56.0000 38,080.00 0.000 0 198 CHAIN LINK FENCE (TYPE CL-6) LF 43.3200 11,696.40 0.000 0 199 24' CHAIN LINK GATE (TYPE CL-6) EA 4,221.9100 4,221.91 0.000 0 200 REMOVE CHAIN LINK FENCE LF 12.6800 4,311.20 0.000 0 201 REMOVE PAVEMENT MARKER EA 1.0600 2,809.00 0.000 0 202 DELINEATOR (CLASS 1) EA 77.7700 4,044.04 0.000 0 203 GUARD RAILING DELINEATOR EA 28.0000 476.00 0.000 0 204 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1700 16,705.90 0.000 0 205 TREATMENT BEST MANAGEMENT PRACTICE EA 344.4400 3,788.84 0.000 0 MARKER 206 REMOVE ROADSIDE SIGN EA 42.2200 2,448.76 0.000 0 207 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 110.9400 2,329.74 0.000 0 BRACKET METHOD) 208 RELOCATE ROADSIDE SIGN (METAL POST) EA 166.6500 333.30 0.000 0 209 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 47.5500 28,054.50 0.000 0 210 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 40.1500 4,818.00 0.000 0 211 FURNISH LAMINATED PANEL SIGN (2 SQFT 49.6600 3,972.80 0.000 0 1/2"-TYPE H) PROGRAM CAS145 PAGE 9 DATE 01/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9704 TIME 10:59 AM ESTIMATE NO. 002 BID OPENING 09/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: AL-SALEH ,A./CE-KARAM, I. DATE OF THIS ESTIMATE 01/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.6800 9,636.80 0.000 0 (0.063"-UNFRAMED) 213 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7400 3,435.00 0.000 0 (0.080"-UNFRAMED) 214 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 31.7000 6,657.00 0.000 0 (0.063"-FRAMED) 215 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.7500 8,515.00 0.000 0 (0.080"-FRAMED) 216 METAL (BARRIER MOUNTED SIGN) LB 33.6600 11,444.40 0.000 0 217 ROADSIDE SIGN - ONE POST EA 454.3300 29,077.12 0.000 0 218 ROADSIDE SIGN - TWO POST EA 1,003.7500 8,030.00 0.000 0 219 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 211.3200 4,649.04 0.000 0 METHOD) 220 INSTALL SIGN (ACRYLIC FOAM TAPE METHOD) EA 322.2600 322.26 0.000 0 221 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 153.2000 153.20 0.000 0 POST 222 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 1,267.8900 2,535.78 0.000 0 BOX POST) 223 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 3,090.4900 12,361.96 0.000 0 224 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 52.3000 21,966.00 0.000 0 225 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 105.0000 14,700.00 0.000 0 (F) 226 CABLE RAILING LF 80.0000 1,840.00 0.000 0 (F) 227 END CAP (TYPE A) EA 530.0000 530.00 0.000 0 228 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,218.8100 2,218.81 0.000 0 229 ALTERNATIVE CRASH CUSHION TL-2 EA 40,000.0000 80,000.00 0.000 0 230 CONCRETE BARRIER (TYPE 60M) LF 289.1500 34,698.00 0.000 0 231 CONCRETE BARRIER (TYPE 60MS) LF 370.8400 17,058.64 0.000 0 232 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 384.5500 399,932.00 0.000 0 233 CONCRETE BARRIER (TYPE 836) LF 265.0000 323,035.00 0.000 0 (F) 234 CONCRETE BARRIER (TYPE 836B) LF 1,244.0000 33,588.00 0.000 0 (F) 235 CONCRETE BARRIER (TYPE 842) LF 322.0000 458,850.00 0.000 0 (F) 236 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 354.0000 117,174.00 0.000 0 (F) 237 REMOVE GUARDRAIL LF 24.5000 22,050.00 0.000 0 238 REMOVE CABLE RAILING LF 59.7000 4,537.20 0.000 0 PROGRAM CAS145 PAGE 10 DATE 01/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9704 TIME 10:59 AM ESTIMATE NO. 002 BID OPENING 09/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: AL-SALEH ,A./CE-KARAM, I. DATE OF THIS ESTIMATE 01/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 REMOVE CONCRETE BARRIER LF 62.5000 102,500.00 0.000 0 240 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,470.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 241 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0600 18,232.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 242 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0600 2,332.00 0.000 0 243 PAINT PAVEMENT MARKING (2-COAT) SQFT 4.2300 4,737.60 0.000 0 244 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5800 39,026.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 245 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.1100 3,354.90 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 246 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.1100 5,021.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 247 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.1100 9,811.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 248 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 5.2800 38,596.80 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 249 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.6400 8,474.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 250 REMOVE PAINTED PAVEMENT MARKING SQFT 6.3500 1,397.00 0.000 0 251 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 111,480.00 0.000 0 252 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 9.0000 1,170.00 0.000 0 253 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.2800 14,836.80 0.000 0 (WARRANTY) (BROKEN 12-3) 254 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 19.0200 30,622.20 0.000 0 (WARRANTY) 255 CONTRAST STRIPE THERMOPLASTIC LF 1.0600 21,306.00 0.000 0 256 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 7.0000 11,060.00 0.000 0 257 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 3.1700 1,109.50 0.000 0 (BROKEN 6-1) 258 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 3.1700 4,628.20 0.000 0 (BROKEN 17-7) 259 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 3.1700 1,014.40 0.000 0 (BROKEN 36-12) 260 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 3.1700 2,282.40 0.000 0 (BROKEN 8-4) 261 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 8.4500 6,760.00 0.000 0 262 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.0000 49,700.00 0.000 0 (WARRANTY) 263 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.0000 3,050.00 0.000 0 (WARRANTY) (BROKEN 17-7) PROGRAM CAS145 PAGE 11 DATE 01/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9704 TIME 10:59 AM ESTIMATE NO. 002 BID OPENING 09/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: AL-SALEH ,A./CE-KARAM, I. DATE OF THIS ESTIMATE 01/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 264 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.1700 92,881.00 0.000 0 (WARRANTY) (BROKEN 36-12) 265 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 13.7400 32,289.00 0.000 0 (WARRANTY) 266 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.2800 31,785.60 0.000 0 (WARRANTY) (BROKEN 36-12) 267 ELECTRIC SERVICE FOR IRRIGATION LS 34,865.0000 34,865.00 0.000 0 268 MODIFYING CAMERA SYSTEM LS 109,000.0000 109,000.00 0.000 0 269 FIBER OPTIC CABLE SYSTEMS LS 1,200,000.0000 1,200,000.00 0.000 0 270 TEMPORARY LIGHTING SYSTEMS LS 1,500,000.0000 1,500,000.00 0.000 0 271 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 550,000.0000 550,000.00 0.000 0 272 MODIFYING RAMP METERING SYSTEMS LS 781,800.0000 781,800.00 0.000 0 273 MODIFYING TRAFFIC MONITORING STATIONS LS 82,050.0000 82,050.00 0.000 0 274 MODIFYING CHANGEABLE MESSAGE SIGN LS 89,485.0000 89,485.00 0.000 0 SYSTEMS 275 MODIFYING TRAFFIC CENSUS STATION SYSTEMS LS 6,245.0000 6,245.00 0.000 0 276 REMOVING LIGHTING SYSTEMS LS 41,500.0000 41,500.00 0.000 0 277 REMOVING RAMP METERING SYSTEMS LS 14,510.0000 14,510.00 0.000 0 278 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 279 CONTROL AND NEUTRAL CONDUCTORS LS 190,859.5800 190,859.58 0.000 0 280 PERMANENT EROSION CONTROL ESTABLISHMENT LS 10,000.0000 10,000.00 0.000 0 WORK 281 CONCRETE BARRIER TRANSITION LF 784.4900 40,008.99 0.000 0 (F) 282 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 283 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 0.7000 6,902.00 0.000 0 284 CONCRETE SURFACE TEXTURE (FRACTURED RIB) SQFT 33.3300 6,666.00 0.000 0 285 MINOR CONCRETE (STAMPED CONCRETE) SQFT 31.0000 33,480.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 01/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9704 TIME 10:59 AM ESTIMATE NO. 002 BID OPENING 09/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: AL-SALEH ,A./CE-KARAM, I. DATE OF THIS ESTIMATE 01/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,253,731.94 1,947,466.02 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,253,731.94 1,947,466.02 286 MOBILIZATION LS 6,800,000.0000 6,800,000.00 0.500 3,400,000.00 0.500 3,400,000 ORIGINAL CONTRACT AMOUNT 68,141,634.66 TOTAL WORK COMPLETED 4,653,731.94 5,347,466.02 MATERIALS ON HAND ON SITE 843,952.83 DEDUCTIONS 0.00 0.00 TOTAL 4,653,731.94 6,191,418.85 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 10/13/25 825 12/08/25 12/08/25 04/13/29 15 4 0 0 8% 2% PROGRESS IS SATISFACTORY AL-SALEH ,A./CE-KARAM, I. RESIDENT ENGINEER