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 09/09/25 EST. NO. 027 TIME 08:48 AM R.E. NAME: NNAM, MARTIN 05-0C7334 --------------------------------------------------------------------------- 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 0089 405.61 E.W. @ F.A.(+) 080725 N 0584.0 405.61 TOTAL THIS ESTIMATE 1,582,109.09 TOTAL PREVIOUS ESTIMATE 1,582,514.70 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 09/09/25 EST. NO. 027 TIME 08:48 AM R.E. NAME: NNAM, MARTIN 05-0C7334 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNUAL CEM-4401 2023 -10,000.00 004 SOLID WATE RECEIVED 10,000.00 012 LIQ. DAMAGES -33,594.00 014 B2GNOW NONCOMPLIANCE -20,000.00 015 ANNUAL CEM-4401 2024 -10,000.00 016 B2GNOW NON-COMPLIANC -10,000.00 018 REC'D CEM-4401 10,000.00 018 B2GNOW NONCOMPLIANCE -10,000.00 020 REC'D B2GNOW COMP 10,000.00 021 B2GNOW COMPLIANCE#15 20,000.00 023 B2GNOW COMPLIANCE#18 10,000.00 023 0.00 -33,594.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL 008 -5,000.00 008 MISSING PAYROLLS -5,000.00 010 REC'D PAYROLLS 08 5,000.00 010 MISSING PAYROLLS -10,000.00 013 REC'D PAYROLLS #10 5,000.00 013 MISSING PAYROLLS -10,000.00 015 MISSING PAYROLLS -10,000.00 016 MISSING PAYROLLS -10,000.00 018 MISSING PAYROLLS -5,000.00 020 MISSING PAYROLLS -10,000.00 021 MISSING PAYROLLS -10,000.00 023 MISSING PAYROLLS -10,000.00 024 REC'D PAYROLLS #13 10,000.00 024 REC'D PAYROLLS #18 10,000.00 024 MISSING PAYROLLS -10,000.00 026 0.00 -65,000.00 TOTAL DEDUCTIONS 0.00 -98,594.00 PROGRAM CAS145 PAGE 1 DATE 09/09/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:48 AM ESTIMATE NO. 027 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 09/09/25 LOCATION PROGRESS ESTIMATE 05-SCR-1-10.5/13.4 ----------------- GRANITE CONSTRUCTION COMPANY SANTA CRUZ COUNTY IN AND NEAR CITY OF 580 W BEACH STREET CAPITOLA FROM STATE PARK DRIVE WATSONVILLE CA 95076 OVERCROSSING TO 0.2 MILE NORTH OF BAY AVENUE UNDERCROSSING FED. AID NO. N O N E CONSTRUCT OVERCROSSING AND AUXILIARY LANE. ------------------------------------------------------------------------------------------------------------------------------------ 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 20,702.0000 20,702.00 0.750 15,526 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,240.0000 2,480,400.00 338.000 1,433,120 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 7.000 42,000 005 HOURLY OFF-SITE HR 200.0000 48,000.00 48.000 9,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 95,500.0000 95,500.00 0.682 65,131 007 TRAFFIC CONTROL SYSTEM LS 1,739,000.0000 1,739,000.00 0.578 1,005,142 008 TRAFFIC CONTROL SUPERVISOR DAY 1,600.0000 320,000.00 127.000 203,200 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,050.0000 16,800.00 12.000 12,600 010 TYPE III BARRICADE EA 70.0000 3,640.00 30.000 2,100 011 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.2000 1,632.00 429.000 1,372 012 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 10,500.00 196.000 6,860 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 28.5000 31,350.00 0.000 0 SYSTEM DAY 014 TEMPORARY PAVEMENT MARKER EA 1.6000 5,360.00 2,034.000 3,254 015 TEMPORARY BARRIER SYSTEM LF 30.0000 2,076,000.00 44,027.000 1,320,810 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 90,000.0000 90,000.00 0.578 52,020 017 TEMPORARY AUTOMATED END OF QUEUE WARNING EA 300.0000 177,000.00 0.000 0 SYSTEM (TYPE 1) DAY 018 END OF QUEUE MONITORING AND WARNING WITH EA 1,050.0000 115,500.00 10.000 10,500 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 019 TEMPORARY CRASH CUSHION MODULE EA 200.0000 5,600.00 28.000 5,600 020 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 4,500.0000 117,000.00 19.000 85,500 021 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 4,500.0000 9,000.00 1.000 4,500 SYSTEM PROGRAM CAS145 PAGE 2 DATE 09/09/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:48 AM ESTIMATE NO. 027 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 09/09/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.578 28,900 023 PREPARE STORM WATER POLLUTION PREVENTION LS 1,750.0000 1,750.00 0.500 875 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 45,000.00 0.000 0 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 25,000.00 11.000 11,000 026 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 027 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 975.0000 11,700.00 2.000 1,950 CONTROL) 028 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.6000 66,000.00 16,601.000 9,960 MATRIX) 029 TEMPORARY CHECK DAM LF 3.5700 4,284.00 900.000 3,213 030 TEMPORARY DRAINAGE INLET PROTECTION EA 143.5000 7,175.00 44.000 6,314 031 TEMPORARY FIBER ROLL LF 3.0600 187,578.00 7,217.000 22,084 032 TEMPORARY GRAVEL BAG BERM LF 9.1800 34,975.80 0.000 0 033 TEMPORARY LARGE SEDIMENT BARRIER LF 11.8900 268,714.00 0.000 0 034 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 81,000.00 7.000 31,500 035 STREET SWEEPING LS 400,000.0000 400,000.00 0.578 231,200 036 TEMPORARY CONCRETE WASHOUT LS 50,000.0000 50,000.00 0.578 28,900 037 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 038 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.0700 1,968.80 3,194.000 3,417 (HAZARDOUS WASTE) 039 TREATED WOOD WASTE LB 0.2100 43,890.00 228,180.000 47,917 040 NOISE MONITORING LS 60,000.0000 60,000.00 0.578 34,680 041 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 2.0200 7,130.60 0.000 0 042 TEMPORARY HIGH-VISIBILITY FENCE LF 3.8600 2,431.80 0.000 0 043 CLEARING AND GRUBBING (LS) LS 636,054.4200 636,054.42 0.800 508,843 044 ROADWAY EXCAVATION CY 38.0000 2,150,800.00 38,866.000 1,476,908 045 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 118.2900 1,324,848.00 1,568.000 185,478.72 6,045.000 715,063 DEPOSITED LEAD) 046 STRUCTURE EXCAVATION (BRIDGE) CY 455.0000 129,220.00 215.360 97,988 (F) 047 STRUCTURE EXCAVATION (RETAINING WALL) CY 90.0000 231,210.00 0.000 0 (F) 048 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 90.0000 107,370.00 1,192.940 107,364 (F) PROGRAM CAS145 PAGE 3 DATE 09/09/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:48 AM ESTIMATE NO. 027 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 09/09/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 STRUCTURE EXCAVATION (GROUND ANCHOR CY 100.0000 11,500.00 115.000 11,500 (F) WALL) 050 STRUCTURE BACKFILL (BRIDGE) CY 500.0000 74,500.00 19.000 9,500 (F) 051 STRUCTURE BACKFILL (RETAINING WALL) CY 125.0000 411,750.00 0.000 0 (F) 052 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 260.0000 2,600.00 0.000 0 (F) 053 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 240.0000 26,400.00 0.000 0 (F) 054 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 4.0000 37,080.00 768.000 3,072 B1 055 SETTLEMENT PLATFORM AND MONITORING EA 1,000.0000 8,000.00 0.000 0 056 ROADSIDE CLEARING LS 25,000.0000 25,000.00 0.650 16,250 057 SOIL AMENDMENT CY 57.0000 2,280.00 0.000 0 058 ORGANIC FERTILIZER LB 2.5000 1,050.00 0.000 0 059 PLANT (GROUP A) EA 24.0000 48,240.00 0.000 0 060 PLANT (GROUP B) EA 65.0000 28,600.00 0.000 0 061 PLANT (GROUP U) EA 160.0000 54,400.00 0.000 0 062 SOD SQYD 19.0000 950.00 0.000 0 063 PLANT ESTABLISHMENT WORK LS 224,000.0000 224,000.00 0.000 0 064 WOOD MULCH CY 79.0000 289,140.00 0.000 0 065 EDGING LF 19.0000 114.00 0.000 0 066 CONTROL AND NEUTRAL CONDUCTORS LS 239,000.0000 239,000.00 0.000 0 067 1" REMOTE CONTROL VALVE EA 550.0000 17,600.00 4.000 2,200 068 1 1/2" REMOTE CONTROL VALVE EA 650.0000 14,300.00 10.000 6,500 069 2" REMOTE CONTROL VALVE EA 750.0000 6,000.00 5.000 3,750 070 2" WYE STRAINER ASSEMBLY EA 500.0000 4,500.00 3.000 1,500 071 16-18 STATION IRRIGATION CONTROLLER EA 15,000.0000 30,000.00 0.000 0 (WALL MOUNTED) 072 48 STATION IRRIGATION CONTROLLER (WALL EA 18,000.0000 18,000.00 1.000 18,000 MOUNTED) 073 1 1/2" BACKFLOW PREVENTER ASSEMBLY EA 6,500.0000 19,500.00 1.000 6,500 074 FLOW SENSOR EA 900.0000 2,700.00 1.000 900 075 RISER SPRINKLER ASSEMBLY EA 20.0000 57,800.00 1,114.000 22,280 PROGRAM CAS145 PAGE 4 DATE 09/09/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:48 AM ESTIMATE NO. 027 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 09/09/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 3" GATE VALVE EA 1,000.0000 17,000.00 7.000 7,000 077 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.0000 283,880.00 6,750.000 54,000 (F) LINE) 078 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.5000 95,336.00 2,017.000 17,144 (F) (SUPPLY LINE) 079 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 9.5000 44,536.00 4,553.000 43,253 (F) LINE) 080 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 16.0000 197,536.00 2,591.000 41,456 (F) LINE) 081 1" COMBINATION AIR RELIEF VALVE EA 500.0000 4,500.00 2.000 1,000 082 CHECK VALVE EA 60.0000 2,520.00 25.000 1,500 083 BALL VALVE EA 320.0000 6,720.00 7.000 2,240 084 12" CORRUGATED HIGH DENSITY POLYETHYLENE LF 600.0000 276,000.00 175.000 105,000 PIPE CONDUIT 085 12" WELDED STEEL PIPE CONDUIT LF 550.0000 363,000.00 46.000 25,300 086 FIBER ROLLS LF 3.0600 8,874.00 0.000 0 087 HYDROSEED SQFT 0.2100 42,420.00 0.000 0 088 COMPOST (CY) CY 54.2500 83,545.00 0.000 0 089 INCORPORATE MATERIALS SQFT 0.1300 4,082.00 0.000 0 090 CLASS 2 AGGREGATE SUBBASE CY 85.0000 150,450.00 952.640 80,974 091 CLASS 2 AGGREGATE BASE (CY) CY 88.0000 4,250,400.00 31,839.900 2,801,911 092 HOT MIX ASPHALT (TYPE A) TON 160.0000 3,872,000.00 12,263.050 1,962,088 093 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 203.0000 2,679,600.00 6,938.150 1,408,444 094 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 34.5100 5,176.50 0.000 0 FABRIC) 095 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.6500 4,690.50 475.000 1,258 096 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.6500 5,379.50 121.000 320 097 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.6500 29,945.00 1,851.000 4,905 098 PLACE HOT MIX ASPHALT DIKE (SCC) LF 3.5000 420.00 118.000 413 099 TACK COAT TON 550.0000 29,150.00 25.680 14,124 100 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 142,400.00 11,939.000 95,512 101 GROUND ANCHOR (SUBHORIZONTAL) EA 7,242.0000 231,744.00 32.000 231,744 102 SOIL NAIL LF 60.0000 1,393,800.00 23,283.850 1,397,031 PROGRAM CAS145 PAGE 5 DATE 09/09/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:48 AM ESTIMATE NO. 027 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 09/09/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 362.0000 239,282.00 0.000 0 104 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 415.0000 290,500.00 416.500 172,847 105 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,995.0000 395,010.00 198.000 395,010 106 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,810.0000 741,840.00 0.000 0 107 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 137.0000 1,083,670.00 5,939.500 813,711 (SOUND WALL) 108 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 244.0000 5,856.00 0.000 0 (SOUND WALL) 109 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 3,060.0000 826,200.00 78.000 238,680 (SIGN FOUNDATION) 110 PRESTRESSING CAST-IN-PLACE CONCRETE LS 134,550.0000 134,550.00 1.000 134,550 111 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 610.0000 17,690.00 13.000 7,930 (F) 112 STRUCTURAL CONCRETE, BRIDGE CY 7,330.0000 3,679,660.00 159.000 1,165,470 (F) 113 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 1,300.0000 1,471,600.00 574.000 746,200 (F) FIBER) 114 STRUCTURAL CONCRETE, RETAINING WALL CY 1,000.0000 1,461,000.00 0.000 0 (F) 115 STRUCTURAL CONCRETE, SOUND WALL CY 1,525.0000 455,975.00 84.000 128,100 (F) 116 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,040.0000 169,520.00 0.000 0 (F) 117 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 780.0000 23,400.00 30.000 23,400 (F) EQ) 118 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,200.0000 1,339,800.00 144.640 607,488 (F) 119 ENTRY MONUMENT EA 24,000.0000 48,000.00 0.000 0 120 CONCRETE SURFACE TEXTURE (WAVE) SQFT 70.0000 137,760.00 0.000 0 121 CONCRETE SURFACE TEXTURE (FORMED RELIEF) SQFT 34.0000 126,106.00 0.000 0 122 DRILL AND BOND DOWEL LF 24.0000 12,096.00 504.000 12,096 123 DRILL AND BOND DOWEL (CHEMICAL LF 100.0000 3,200.00 0.000 0 ADHESIVE)(LF) 124 PIPE PIN LB 50.0000 6,050.00 0.000 0 (F) 125 JOINT SEAL (MR 1/2") LF 150.0000 2,100.00 0.000 0 126 JOINT SEAL (MR 1") LF 150.0000 2,400.00 0.000 0 127 JOINT SEAL (MR 1 1/2") LF 150.0000 20,100.00 0.000 0 128 BAR REINFORCING STEEL (GROUND ANCHOR LB 1.6000 22,190.40 13,869.000 22,190 (F) WALL) 129 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 1.7500 116,292.75 66,497.200 116,370 (F) PROGRAM CAS145 PAGE 6 DATE 09/09/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:48 AM ESTIMATE NO. 027 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 09/09/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 BAR REINFORCING STEEL (BRIDGE) LB 1.6200 861,626.16 233,569.760 378,383 (F) 131 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5400 287,744.38 0.000 0 (F) 132 BAR REINFORCING STEEL (SOUND WALL) LB 1.6900 8,480.42 510.830 863 (F) 133 HEADED BAR REINFORCEMENT EA 14.5000 232.00 16.000 232 (F) 134 SCULPTED SHOTCRETE SQFT 18.1300 354,187.68 19,548.000 354,405 135 STRUCTURAL SHOTCRETE CY 1,040.0000 836,160.00 804.000 836,160 (F) 136 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 13.0000 36,270.00 0.000 0 (F) WITHOUT WALKWAY) 137 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 6.0000 16,740.00 0.000 0 (F) WITHOUT WALKWAY) 138 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 6.0000 1,410,000.00 0.000 0 139 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.5000 117,500.00 0.000 0 140 REMOVE SIGN STRUCTURE (EA) EA 8,500.0000 102,000.00 9.000 76,500 141 SOUND WALL (MASONRY BLOCK) SQFT 45.0000 2,763,810.00 17,272.000 777,240 (F) 142 ACCESS GATE (SOUND WALL) EA 3,500.0000 3,500.00 0.000 0 (F) 143 BRIDGE REMOVAL LS 440,000.0000 440,000.00 1.000 440,000 144 BRIDGE REMOVAL (PORTION) LS 112,000.0000 112,000.00 1.000 112,000 145 CONCRETE BACKFILL (PIPE TRENCH) CY 355.0000 176,080.00 326.160 115,786 (F) 146 12" TEMPORARY CULVERT LF 1,360.0000 2,720.00 0.000 0 147 18" TEMPORARY CULVERT LF 124.0000 68,200.00 510.000 63,240 148 12" REINFORCED CONCRETE PIPE LF 1,620.0000 4,698.00 0.000 0 149 18" REINFORCED CONCRETE PIPE LF 310.0000 3,596,000.00 5,536.070 1,716,181 150 24" REINFORCED CONCRETE PIPE LF 1,340.0000 13,400.00 0.000 0 151 30" REINFORCED CONCRETE PIPE LF 475.0000 104,500.00 210.100 99,797 152 36" REINFORCED CONCRETE PIPE LF 740.0000 40,700.00 0.000 0 153 4" PLASTIC PIPE LF 186.0000 13,392.00 72.000 13,392 154 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 94.0000 2,820.00 0.000 0 (.079" THICK) 155 18" ENTRANCE TAPER EA 1,800.0000 3,600.00 0.000 0 156 18" DOWNDRAIN SLIP JOINT EA 1,700.0000 3,400.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 09/09/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:48 AM ESTIMATE NO. 027 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 09/09/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 18" ANCHOR ASSEMBLY EA 600.0000 2,400.00 0.000 0 158 DRAINAGE INLET MARKER EA 45.0000 90.00 0.000 0 159 18" WELDED STEEL PIPE CASING (BRIDGE) LF 540.0000 4,320.00 8.000 4,320 160 36" PRECAST CONCRETE PIPE INLET LF 600.0000 42,000.00 34.200 20,520 161 24" PRECAST CONCRETE PIPE MANHOLE LF 1,200.0000 22,800.00 0.000 0 162 INLET DEPRESSION EA 1,900.0000 17,100.00 0.000 0 163 ABANDON CULVERT (LF) LF 44.0000 46,200.00 493.000 21,692 164 REMOVE CULVERT (LF) LF 160.0000 123,200.00 534.000 85,440 165 REMOVE DOWNDRAIN (EA) EA 2,400.0000 4,800.00 0.000 0 166 REMOVE INLET EA 2,100.0000 69,300.00 16.000 33,600 167 REMOVE HEADWALL EA 4,200.0000 4,200.00 0.000 0 168 SAND BACKFILL CY 160.0000 2,560.00 9.000 1,440 169 ROCK SLOPE PROTECTION (150 LB, CLASS CY 323.0000 122,740.00 0.000 0 III, METHOD B) (CY) 170 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 569.0000 2,276.00 0.000 0 METHOD B) (CY) 171 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 23.0000 276.00 0.000 0 172 MINOR CONCRETE (GUTTER) (LF) LF 40.0000 64,280.00 1,609.500 64,380 173 MINOR CONCRETE (GUTTER) (CY) CY 1,480.0000 26,640.00 0.000 0 174 DETECTABLE WARNING SURFACE SQFT 47.0000 10,340.00 24.500 1,151 175 MINOR CONCRETE (CURB AND GUTTER) CY 1,120.0000 108,640.00 61.000 68,320 176 MINOR CONCRETE (DRIVEWAY) CY 1,170.0000 3,861.00 0.000 0 177 MINOR CONCRETE (STAMPED CONCRETE) SQFT 15.0000 267,000.00 7,339.000 110,085 178 MINOR CONCRETE (SIDEWALK) CY 1,490.0000 163,900.00 49.900 74,351 179 MINOR CONCRETE (CURB RAMP) CY 3,600.0000 16,920.00 2.600 9,360 180 MINOR CONCRETE (PCC DIKE) CY 1,900.0000 9,500.00 0.000 0 181 ARCHITECTURAL CONCRETE PAVING (TYPE 1) SQFT 21.0000 62,370.00 0.000 0 182 ARCHITECTURAL CONCRETE PAVING (TYPE 2) SQFT 17.0000 47,940.00 0.000 0 183 REMOVE CONCRETE CURB (LF) LF 14.0000 15,960.00 858.000 12,012 PROGRAM CAS145 PAGE 8 DATE 09/09/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:48 AM ESTIMATE NO. 027 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 09/09/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 230.0000 11,960.00 48.250 11,097 185 REMOVE CONCRETE (CURB AND GUTTER) LF 16.0000 51,040.00 1,357.000 21,712 186 MISCELLANEOUS IRON AND STEEL LB 2.0000 122,402.00 21,439.000 42,878 (F) 187 MANHOLE FRAME AND COVER EA 1,985.0000 5,955.00 0.000 0 188 ISOLATION CASING (CORRUGATED STEEL PIPE) LB 15.0000 31,725.00 0.000 0 (F) 189 MISCELLANEOUS METAL (BRIDGE) LB 25.0000 97,950.00 0.000 0 (F) 190 BRIDGE DECK DRAINAGE SYSTEM LB 30.0000 29,040.00 0.000 0 (F) 191 8" PVC WATER DISTRIBUTION LINE LF 1,100.0000 64,900.00 52.000 57,200 192 2" WATER SERVICE LINE EA 21,000.0000 21,000.00 0.000 0 193 ABANDON EXISTING 4" ASBESTOS CEMENT LF 515.0000 6,180.00 0.000 0 WATER LINE 194 8" GATE VALVE AND MECHANICAL JOINT EA 4,000.0000 4,000.00 1.000 4,000 SLEEVE 195 8" DIP WATER DISTRIBUTION LINE LF 235.0000 44,650.00 190.000 44,650 196 8" DIP SEISMIC EXPANSION JOINT EA 30,000.0000 60,000.00 2.000 60,000 197 LIGHTING (COUNTY STREET) LS 450,000.0000 450,000.00 0.000 0 198 FLASHING BEACON SYSTEM (COUNTY STREET) LS 35,000.0000 35,000.00 0.000 0 199 PREPARE AND STAIN CONCRETE SQFT 75.0800 45,123.08 0.000 0 200 PREPARE AND STAIN SHOTCRETE SQFT 8.5300 166,642.08 0.000 0 201 STAIN GALVANIZED SURFACES (EA) EA 33.7500 16,875.00 13.000 438 202 CHAIN LINK FENCE (TYPE CL-6) LF 50.0000 51,500.00 0.000 0 203 EXPANDED METAL FENCE LF 350.0000 12,950.00 0.000 0 204 4' EXPANDED METAL GATE EA 4,000.0000 8,000.00 0.000 0 205 4' CHAIN LINK GATE (TYPE CL-6) EA 2,300.0000 23,000.00 0.000 0 206 8' EXPANDED METAL GATE EA 5,500.0000 22,000.00 0.000 0 207 REMOVE CHAIN LINK FENCE LF 15.0000 58,500.00 6,740.000 101,100 208 REMOVE PAVEMENT MARKER EA 1.0700 4,804.30 1,978.000 2,116 209 DELINEATOR (CLASS 1) EA 45.0000 11,700.00 0.000 0 210 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.4000 14,976.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 09/09/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:48 AM ESTIMATE NO. 027 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 09/09/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 IRRIGATION FACILITY MARKER EA 50.0000 1,200.00 0.000 0 212 TREATMENT BEST MANAGEMENT PRACTICE EA 85.0000 595.00 0.000 0 MARKER 213 OBJECT MARKER (TYPE P) EA 85.0000 1,955.00 0.000 0 214 REMOVE ROADSIDE SIGN EA 120.0000 5,880.00 0.000 0 215 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 75.0000 375.00 0.000 0 BRACKET METHOD) 216 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 30.0000 62,400.00 0.000 0 217 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 40.0000 11,200.00 0.000 0 218 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.6600 11,196.00 0.000 0 (0.063"-UNFRAMED) 219 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.3500 20,543.50 0.000 0 (0.080"-UNFRAMED) 220 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.5000 6,325.00 0.000 0 (0.063"-FRAMED) 221 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.4500 22,562.00 0.000 0 (0.080"-FRAMED) 222 METAL (BARRIER MOUNTED SIGN) LB 13.0000 3,120.00 0.000 0 223 ROADSIDE SIGN - ONE POST EA 375.0000 23,625.00 0.000 0 224 ROADSIDE SIGN - TWO POST EA 575.0000 18,400.00 0.000 0 225 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 1,750.00 0.000 0 METHOD) 226 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 120.0000 14,400.00 0.000 0 POST 227 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 4,500.0000 9,000.00 0.000 0 BOX POST) 228 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 40.0000 94,000.00 75.000 3,000 229 VEGETATION CONTROL (MINOR CONCRETE) SQYD 123.0000 196,800.00 0.000 0 230 TUBULAR HANDRAILING LF 96.2500 165,357.50 0.000 0 (F) 231 PEDESTRIAN RAILING LF 661.9500 1,691,282.25 0.000 0 (F) 232 CABLE RAILING LF 49.7500 79,948.25 1,484.580 73,857 (F) 233 TRANSITION RAILING (TYPE DTB) EA 5,000.0000 15,000.00 2.000 10,000 234 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 15,000.00 0.000 0 235 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,500.0000 15,000.00 1.000 1,500 236 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,500.0000 54,000.00 1.000 4,500 237 ALTERNATIVE CRASH CUSHION SYSTEM EA 48,112.5000 96,225.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 09/09/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:48 AM ESTIMATE NO. 027 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 09/09/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 CONCRETE BARRIER (TYPE 60MC) LF 142.9000 1,686,220.00 10,441.000 1,492,018 239 CONCRETE BARRIER (TYPE 60MD) LF 171.2600 34,252.00 0.000 0 240 CONCRETE BARRIER (TYPE 60MGF) LF 472.6200 250,488.60 178.000 84,126 241 CONCRETE BARRIER (TYPE 60MP) LF 357.8700 4,294.44 0.000 0 242 CONCRETE BARRIER (TYPE 60MC MODIFIED 1) LF 422.7300 101,455.20 0.000 0 243 CONCRETE BARRIER (TYPE 60MC MODIFIED 2) LF 715.0000 37,895.00 0.000 0 244 CONCRETE BARRIER (732SW MODIFIED) LF 540.0000 209,520.00 180.000 97,200 (F) 245 CONCRETE BARRIER (TYPE 836S) LF 207.0000 490,590.00 2,154.000 445,878 246 CONCRETE BARRIER (TYPE 836SV) LF 243.0000 267,300.00 822.000 199,746 247 CONCRETE BARRIER (TYPE 85A) LF 460.0000 427,800.00 0.000 0 248 CONCRETE BARRIER (TYPE 836) LF 248.0000 141,112.00 247.000 61,256 (F) 249 CONCRETE BARRIER (TYPE 836A) LF 237.0000 10,191.00 43.000 10,191 (F) 250 REMOVE GUARDRAIL LF 6.0000 12,300.00 1,372.000 8,232 251 REMOVE DOUBLE METAL BEAM BARRIER LF 7.0000 91,700.00 11,892.000 83,244 252 REMOVE CONCRETE BARRIER LF 38.5600 59,382.40 233.000 8,984 253 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.5300 16,377.60 0.000 0 WET NIGHT VISIBILITY) 254 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 12.7900 7,929.80 0.000 0 MARKING 255 PAINT TRAFFIC STRIPE (1-COAT) LF 1.1200 241,920.00 135,247.000 151,476 256 4" THERMOPLASTIC TRAFFIC STRIPE LF 4.2600 9,372.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 257 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4400 102,672.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 258 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.4000 11,712.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 259 12" THERMOPLASTIC TRAFFIC STRIPE LF 8.5300 66,789.90 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 260 18" THERMOPLASTIC TRAFFIC STRIPE LF 12.7900 9,208.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 261 REMOVE PAINTED TRAFFIC STRIPE LF 0.2700 56,430.00 26,818.000 7,240 262 REMOVE PAINTED PAVEMENT MARKING SQFT 1.0700 492.20 203.000 217 263 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2700 26,298.00 91,606.000 24,733 264 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0700 588.50 215.000 230 PROGRAM CAS145 PAGE 11 DATE 09/09/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:48 AM ESTIMATE NO. 027 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 09/09/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 12" RUMBLE STRIP (ASPHALT CONCRETE STA 76.7500 34,537.50 0.000 0 PAVEMENT) 266 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.2600 47,286.00 0.000 0 (BROKEN 12-3) 267 METHYL METHACRYLATE PAINT RED COLORED SQFT 9.0600 250,962.00 0.000 0 PAVEMENT MARKING 268 METHYL METHACRYLATE PAINT GREEN COLORED SQFT 8.5300 51,009.40 0.000 0 PAVEMENT MARKING 269 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.2600 123,966.00 0.000 0 (BROKEN 18-12) 270 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.2600 34,165.20 0.000 0 (BROKEN 36-12) 271 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.2600 2,556.00 0.000 0 (BROKEN 8-4) 272 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 273 ELECTRIC SERVICE FOR IRRIGATION LS 85,000.0000 85,000.00 0.370 31,450 274 MODIFYING CAMERA SYSTEMS LS 125,000.0000 125,000.00 0.170 21,250 275 MODIFYING LIGHTING SYSTEMS LS 795,000.0000 795,000.00 0.547 434,865 276 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 85,000.0000 85,000.00 0.000 0 277 MODIFYING RAMP METERING SYSTEMS LS 65,000.0000 65,000.00 0.080 5,200 278 MODIFYING TRAFFIC MONITORING STATIONS LS 255,000.0000 255,000.00 0.257 65,535 279 MODIFYING FLASHING BEACON SYSTEMS LS 50,000.0000 50,000.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 09/09/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:48 AM ESTIMATE NO. 027 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 09/09/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 185,478.72 29,800,511.53 ADJUSTMENT OF COMPENSATION 0.00 195,227.24 EXTRA WORK 405.61 1,387,287.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 185,884.33 31,383,026.23 280 MOBILIZATION LS 7,200,000.0000 7,200,000.00 0.950 6,840,000 ORIGINAL CONTRACT AMOUNT 72,398,200.21 TOTAL WORK COMPLETED 185,884.33 38,223,026.23 MATERIALS ON HAND ON SITE 279,603.14 DEDUCTIONS 0.00 -98,594.00 TOTAL 185,884.33 38,404,035.37 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 07/24/23 1335 09/18/23 09/18/23 06/25/26 295 140 0 0 52% 22% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY NNAM, MARTIN RESIDENT ENGINEER