PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 09/16/25 EST. NO. 026 TIME 09:14 PM R.E. NAME: NIKZAD, ALI 04-4J9104 --------------------------------------------------------------------------- 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 0044 14,014.00 E.W. @ F.A.(+) 062325 N 0957.0 014 0013 13,458.69 E.W. @ L.S.(+) 050924 N 00 017 0008 22,906.15 E.W. @ F.A.(+) 072524 N 0687.0 019 0007 7,690.88 E.W. @ F.A.(+) 021025 N 0839.0 023 0026 11,574.66 E.W. @ F.A.(+) 061325 N 0935.1 0027 17,906.61 061625 N 0938.1 0028 16,640.02 061725 N 0939.1 0029 21,619.66 061925 N 0940.1 0030 9,016.19 062325 N 0941.1 134,826.86 TOTAL THIS ESTIMATE 4,411,545.51 TOTAL PREVIOUS ESTIMATE 4,546,372.37 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 09/16/25 EST. NO. 026 TIME 09:14 PM R.E. NAME: NIKZAD, ALI 04-4J9104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OVER PAID CCO # 005 -76,560.00 011 0.00 -76,560.00 TOTAL DEDUCTIONS 0.00 -76,560.00 PROGRAM CAS145 PAGE 1 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J9104 TIME 09:14 PM ESTIMATE NO. 026 BID OPENING 02/01/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 09/16/25 LOCATION PROGRESS ESTIMATE 04-SCL-87-0.0/6.1 ----------------- O.C. JONES & SONS, INC. SANTA CLARA COUNTY IN SAN JOSE FROM ROUTE 1520 FOURTH STREET 85/87 SEPARATION TO 0.1 MILE NORTH OF BERKELEY CA 94710 JULIAN STREET UNDERCROSSING FED. AID NO. ACNH-P087(34)E COLD PLANE AC, PAVING WITH RHMA, UPGRADE M ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 3,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,000.0000 4,000.00 1.000 4,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,700.0000 999,000.00 367.000 990,900 004 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 005 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 006 CONSTRUCTION AREA SIGNS LS 88,000.0000 88,000.00 0.750 66,000 007 TRAFFIC CONTROL SYSTEM LS 2,210,000.0000 2,210,000.00 0.980 2,165,800 008 TRAFFIC CONTROL SUPERVISOR DAY 725.0000 268,250.00 369.000 267,525 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 600.0000 40,800.00 88.000 52,800 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3500 8,925.00 23,616.000 8,265 011 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 41,650.00 8.000 280.00 1,310.000 45,850 012 TEMPORARY PAVEMENT MARKER EA 7.5000 5,400.00 533.000 3,997 013 TEMPORARY BARRIER SYSTEM LF 24.0000 261,600.00 160.000 3,840.00 7,780.000 186,720 014 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 15,000.0000 150,000.00 10.000 150,000 015 MOVABLE BARRIER SYSTEM LS 5,000,000.0000 5,000,000.00 0.900 4,500,000 016 MOVABLE BARRIER CRASH CUSHION EA 2,300.0000 156,400.00 32.000 73,600 017 LATERAL SHIFT OF MOVABLE BARRIER EA 340.0000 336,600.00 338.000 114,920 018 RELOCATE MOVABLE BARRIER LF 4.1000 430,500.00 40,800.000 167,280 019 MOBILE BARRIER SYSTEM DAY 8,000.0000 272,000.00 26.000 208,000 020 ALTERNATIVE TEMPORARY CRASH CUSHION EA 900.0000 90,900.00 1.000 900.00 93.000 83,700 021 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 1.000 100,000 022 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN PROGRAM CAS145 PAGE 2 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J9104 TIME 09:14 PM ESTIMATE NO. 026 BID OPENING 02/01/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RAIN EVENT ACTION PLAN EA 500.0000 41,500.00 34.000 17,000 024 STORM WATER SAMPLING AND ANALYSIS DAY EA 450.0000 26,550.00 0.000 0 025 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 026 TEMPORARY CHECK DAM LF 21.0000 5,040.00 0.000 0 027 TEMPORARY DRAINAGE INLET PROTECTION EA 240.0000 8,160.00 34.000 8,160 028 TEMPORARY FIBER ROLL LF 4.3500 95,700.00 0.000 0 029 TEMPORARY CONSTRUCTION ENTRANCE EA 4,800.0000 9,600.00 3.000 14,400 030 STREET SWEEPING LS 500,000.0000 500,000.00 1.000 500,000 031 TEMPORARY CONCRETE WASHOUT LS 35,000.0000 35,000.00 1.000 35,000 032 ASBESTOS COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8000 16,880.00 21,100.000 16,880 STRIPE (HAZARDOUS WASTE) 034 TREATED WOOD WASTE LB 0.3000 76,200.00 281,100.000 84,330 035 DUST CONTROL PLAN (NATURALLY OCCURRING LS 3,000.0000 3,000.00 1.000 3,000 ASBESTOS) 036 REMOVE CONCRETE (CY) CY 975.0000 253,500.00 0.000 0 037 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 038 ROADWAY EXCAVATION CY 450.0000 7,650.00 17.000 7,650 039 SOIL DENSIFICATION (HIGH DENSITY LB 3.5500 855,550.00 265,198.680 941,455 POLYURETHANE) 040 CEMENT COMPACTION GROUT INJECTION CF 21.0000 20,580.00 962.750 20,217 041 ROADSIDE CLEARING LS 5,000.0000 5,000.00 1.000 5,000 042 CULTIVATION SQYD 1.0000 4,590.00 3,200.000 3,200 043 SOIL AMENDMENT CY 60.0000 23,400.00 270.000 16,200 044 PACKET FERTILIZER EA 0.5000 440.00 0.000 0 045 PLANT (GROUP A) EA 18.0000 6,660.00 0.000 0 046 PLANT (GROUP B) EA 60.0000 1,920.00 0.000 0 047 PLANT (GROUP U) EA 250.0000 3,500.00 0.000 0 048 SOD SQYD 40.0000 400.00 0.000 0 049 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J9104 TIME 09:14 PM ESTIMATE NO. 026 BID OPENING 02/01/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 WOOD MULCH CY 60.0000 34,200.00 0.000 0 051 CHECK AND TEST EXISTING IRRIGATION LS 2,500.0000 2,500.00 1.000 2,500 FACILITIES 052 OPERATE EXISTING IRRIGATION FACILITIES LS 2,500.0000 2,500.00 0.000 0 053 REMOVE IRRIGATION FACILITY LS 2,500.0000 2,500.00 0.000 0 054 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 055 CERTIFY EXISTING BACKFLOW PREVENTERS LS 1,000.0000 1,000.00 0.000 0 056 TREE WELL SPRINKLER ASSEMBLY EA 100.0000 3,600.00 0.000 0 057 RISER SPRINKLER ASSEMBLY EA 40.0000 16,000.00 0.000 0 058 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.0000 37,100.00 0.000 0 (F) LINE) 059 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 5,500.00 0.000 0 (F) (SUPPLY LINE) 060 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 2,000.00 2.000 2,000 061 BONDED FIBER MATRIX (SQFT) SQFT 0.2000 16,640.00 83,200.000 16,640 062 FIBER ROLLS LF 4.0000 111,200.00 23,475.000 93,900 063 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 064 CLASS 2 AGGREGATE BASE (CY) CY 380.0000 60,800.00 160.000 60,800 065 BASE BOND BREAKER SQYD 5.0000 9,300.00 1,878.930 9,394 066 REPLACE ASPHALT CONCRETE SURFACING CY 800.0000 35,200.00 44.000 35,200 067 HOT MIX ASPHALT (TYPE A) TON 120.0000 5,328,000.00 47,197.210 5,663,665 068 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 150.0000 6,570,000.00 42,140.960 6,321,144 069 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 5.2300 1,103,530.00 211,000.000 1,103,530 GRID) 070 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.2000 7,776.00 5,037.000 16,118 071 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.2000 94,080.00 22,897.000 73,270 072 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.2000 47,680.00 9,161.000 29,315 073 TACK COAT TON 1,500.0000 405,000.00 241.830 362,745 074 REMOVE ASPHALT CONCRETE DIKE LF 1.3000 60,580.00 46,600.000 60,580 075 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 2,718,000.00 470,746.000 2,824,476 076 DRILL AND BOND (DOWEL BAR) EA 80.0000 36,800.00 640.000 51,200 PROGRAM CAS145 PAGE 4 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J9104 TIME 09:14 PM ESTIMATE NO. 026 BID OPENING 02/01/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 850.0000 654,500.00 848.720 721,412 078 REMOVE CONCRETE PAVEMENT AND BASE CY 350.0000 269,500.00 844.720 295,652 079 GRIND EXISTING CONCRETE PAVEMENT SQYD 12.0000 22,200.00 2,039.130 24,469 080 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,000.0000 6,500.00 1.300 6,500 (F) 081 MINOR CONCRETE CY 1,300.0000 339,300.00 0.000 0 (F) 082 MINOR CONCRETE (MINOR STRUCTURE) CY 2,800.0000 8,400.00 3.000 8,400 (F) 083 CLEAN EXPANSION JOINT LF 70.0000 56,350.00 736.630 51,564 084 JOINT SEAL (MR 1/2") LF 60.0000 8,340.00 52.000 3,120 085 JOINT SEAL (MR 1") LF 60.0000 34,800.00 594.630 35,677 086 JOINT SEAL (MR 1 1/2") LF 50.0000 2,500.00 90.000 4,500 087 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 2,500.0000 40,000.00 16.000 40,000 088 REMOVE BRIDGE MOUNTED SIGN EA 6,600.0000 13,200.00 2.000 13,200 089 RAPID SETTING CONCRETE (PATCH) CF 40.0000 2,800.00 3.500 140 090 REMOVE ASPHALT CONCRETE SURFACING SQFT 5.0000 17,485.00 3,497.000 17,485 091 REMOVE UNSOUND CONCRETE CF 70.0000 4,900.00 3.500 245 092 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 69,235.00 65,816.000 65,816 093 FURNISH POLYESTER CONCRETE OVERLAY CF 84.0000 24,528.00 2,073.000 174,132 094 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.0000 17,485.00 3,497.000 17,485 (F) 095 TREAT BRIDGE DECK SQFT 0.5000 32,869.00 65,738.000 32,869 (F) 096 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 69.0000 50,508.00 1,016.000 70,104 097 BRIDGE REMOVAL (PORTION) LS 9,000.0000 9,000.00 1.000 9,000 098 12" ALTERNATIVE PIPE CULVERT LF 950.0000 7,600.00 20.000 19,000 099 TRASH NET (DOWNDRAIN) EA 5,300.0000 42,400.00 5.000 26,500 100 REMOVE CULVERT (LF) LF 300.0000 2,700.00 20.000 6,000 101 REMOVE INLET EA 2,500.0000 2,500.00 1.000 2,500 102 REMOVE TEE EA 600.0000 4,800.00 0.000 0 103 DETECTABLE WARNING SURFACE SQFT 30.0000 14,400.00 296.000 8,880 PROGRAM CAS145 PAGE 5 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J9104 TIME 09:14 PM ESTIMATE NO. 026 BID OPENING 02/01/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 950.0000 133,000.00 120.700 114,665 RAMP) 105 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 85.0000 11,900.00 0.000 0 106 REMOVE CONCRETE (CURB, GUTTER, AND CY 300.0000 57,000.00 190.000 57,000 SIDEWALK) (CY) 107 PRE/POST CONSTRUCTION SURVEYS EA 640.0000 29,440.00 46.000 29,440 108 MISCELLANEOUS IRON AND STEEL LB 5.0000 1,630.00 0.000 0 (F) 109 PAINT CURB (2-COAT) SQFT 10.0000 700.00 0.000 0 110 CHAIN LINK FENCE (TYPE CL-4) LF 61.8000 821,940.00 13,300.000 821,940 111 REMOVE CHAIN LINK FENCE LF 9.0000 119,700.00 13,300.000 119,700 112 REMOVE PAVEMENT MARKER EA 1.0000 1,700.00 1,822.000 1,822 113 GUARD RAILING DELINEATOR EA 23.7500 23,750.00 0.000 0 114 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 60,130.00 8,349.000 58,443 115 TREATMENT BEST MANAGEMENT PRACTICE EA 150.0000 1,200.00 8.000 1,200 MARKER 116 REMOVE ROADSIDE SIGN (WOOD POST) EA 55.0000 8,305.00 136.000 7,480 117 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 60.0000 1,860.00 25.000 1,500 BRACKET METHOD) 118 REMOVE ROADSIDE SIGN PANEL EA 75.0000 2,475.00 27.000 2,025 119 REMOVE SIGN FROM SIGN FRAME EA 1,000.0000 30,000.00 38.000 38,000 120 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 13.3000 72,086.00 5,415.000 72,019 121 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 22.3000 7,136.00 501.000 11,172 122 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.4000 15,604.00 1,720.000 16,168 (0.063"-UNFRAMED) 123 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.3000 12,772.00 1,335.000 13,750 (0.080"-UNFRAMED) 124 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.7000 6,624.00 439.000 9,087 (0.063"-FRAMED) 125 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.7000 27,531.00 1,322.000 27,365 (0.080"-FRAMED) 126 ROADSIDE SIGN - ONE POST EA 280.0000 43,400.00 172.000 48,160 127 ROADSIDE SIGN - TWO POST EA 1,050.0000 36,750.00 36.000 37,800 128 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 95.0000 3,040.00 31.000 2,945 METHOD) 129 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 7.9000 45,346.00 6,152.450 48,604 130 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 8.9500 295.35 12.000 107 POST PROGRAM CAS145 PAGE 6 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J9104 TIME 09:14 PM ESTIMATE NO. 026 BID OPENING 02/01/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 32.0000 595,200.00 17,787.500 569,200 132 VEGETATION CONTROL (MINOR CONCRETE) SQYD 94.0000 880,780.00 7,077.290 665,265 133 CONCRETE BARRIER (TYPE 25) LF 1,000.0000 7,000.00 7.000 7,000 (F) 134 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 45.0000 27,900.00 587.500 26,437 135 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 130.0000 3,250.00 25.000 3,250 136 TRANSITION RAILING (TYPE WB-31) EA 5,275.0000 221,550.00 43.000 226,825 137 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,475.0000 45,725.00 32.000 47,200 138 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,700.0000 166,500.00 47.000 173,900 139 ALTERNATIVE CRASH CUSHION TL-2 EA 36,000.0000 144,000.00 4.000 144,000 140 ALTERNATIVE CRASH CUSHION SYSTEM EA 45,000.0000 180,000.00 1.000 45,000.00 5.000 225,000 141 SEVERE-DUTY CRASH CUSHION (WITH TL3 SC- EA 79,000.0000 158,000.00 2.000 158,000 SC- GORE MASH SYSTEM) 142 SEVERE-DUTY CRASH CUSHION EA 48,000.0000 96,000.00 2.000 96,000 143 CONCRETE BARRIER (TYPE 60M) LF 137.0000 6,000,600.00 43,800.000 6,000,600 144 CONCRETE BARRIER (TYPE 60MF) LF 560.0000 263,200.00 464.000 259,840 145 CONCRETE BARRIER (TYPE 60MS) LF 510.0000 12,750.00 108.000 55,080.00 713.000 363,630 146 CONCRETE BARRIER (TYPE 60SD) LF 1,120.0000 356,160.00 318.000 356,160 (F) 147 CONCRETE BARRIER TRANSITION LF 345.0000 1,008,090.00 2,922.000 1,008,090 (F) 148 REMOVE GUARDRAIL LF 6.0000 124,200.00 23,100.000 138,600 149 REMOVE CONCRETE BARRIER LF 41.0000 1,924,622.00 46,671.000 1,913,511 150 REMOVE CRASH CUSHION EA 3,000.0000 6,000.00 2.000 6,000 151 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 12.0000 243,600.00 18,434.250 221,211 WET NIGHT VISIBILITY) 152 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 16.0000 31,840.00 2,301.000 36,816 153 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 12,920.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 9-3) 154 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 1,215.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 155 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 174,000.00 144,556.500 173,467 (ENHANCED WET NIGHT VISIBILITY) 156 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.5000 88,200.00 19,721.500 88,746 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 7 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J9104 TIME 09:14 PM ESTIMATE NO. 026 BID OPENING 02/01/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 27,120.00 78,650.000 31,460 158 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,380.00 1,188.000 3,564 159 12" RUMBLE STRIP (ASPHALT CONCRETE STA 59.0000 57,820.00 929.000 54,811 PAVEMENT) 160 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 7.5000 37,875.00 5,496.000 41,220 (BROKEN 12-3) 161 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.5000 22,650.00 2,941.000 22,057 (WARRANTY) (BROKEN 12-3) 162 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 163 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 164 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.0000 21,960.00 3,014.000 36,168 (WARRANTY) 165 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.2500 114,375.00 20,377.000 127,356 166 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 167 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.0000 1,440.00 454.500 2,727 (BROKEN 6-1) 168 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.0000 48,180.00 8,393.000 50,358 (BROKEN 17-7) 169 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.0000 3,360.00 1,227.000 7,362 (BROKEN 8-4) 170 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 8.5000 85,850.00 9,786.500 83,185 171 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.5000 141,750.00 20,951.000 157,132 (WARRANTY) 172 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.0000 29,500.00 2,626.000 26,260 (WARRANTY) 173 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,100.0000 5,100.00 0.900 4,590 SYSTEM ELEMENTS DURING CONSTRUCTION 174 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 18,000.0000 18,000.00 0.800 14,400 175 MODIFYING TRAFFIC MONITORING STATIONS LS 315,000.0000 315,000.00 0.800 252,000 176 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 177 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 54,000.00 5.000 30,000 178 HOURLY OFF-SITE HR 200.0000 24,000.00 23.500 4,700 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 179 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.5000 195,800.00 32,580.000 179,190 (WARRANTY) (BROKEN 36-12) 180 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.5000 10,615.00 1,714.500 9,429 (WARRANTY) (BROKEN 17-7) 181 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 5.0000 515,000.00 104,318.000 521,590 (BROKEN 36-12) PROGRAM CAS145 PAGE 8 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J9104 TIME 09:14 PM ESTIMATE NO. 026 BID OPENING 02/01/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 105,100.00 45,413,687.79 ADJUSTMENT OF COMPENSATION 0.00 218,981.92 EXTRA WORK 134,826.86 4,327,390.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 239,926.86 49,960,060.16 182 MOBILIZATION LS 4,250,000.0000 4,250,000.00 1.000 4,250,000 ORIGINAL CONTRACT AMOUNT 51,342,522.85 TOTAL WORK COMPLETED 239,926.86 54,210,060.16 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -76,560.00 TOTAL 239,926.86 54,133,500.16 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 05/22/23 620 08/14/23 07/18/23 05/20/26 462 85 0 0 95% 75% PROGRESS IS SATISFACTORY NIKZAD, ALI RESIDENT ENGINEER