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 08/07/25 EST. NO. 036 TIME 10:09 AM R.E. NAME: NNAM, MARTIN 05-0C7324 --------------------------------------------------------------------------- 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 0113 129.16 E.W. @ F.A.(+) 063025 N 1001.0 003 0162 16,231.55 E.W. @ F.A.(+) 061325 N CT01 0162-1 -16,231.55 061325 N CT01 DAO CORRECTING ENTRY 0162-2 14,755.95 061325 N CT01 DAO CORRECTING ENTRY 0176 1,117.25 053125 N 0997.0 0177 291.46 063025 N 1002.0 0178 1,475.60 071725 N CT02 0179 7,122.75 070225 N 1008.0 0183 80.96 031125 N 1019.0 0184 12.14 031125 N 1020.0 0185 80.96 031125 N 1021.0 0186 80.96 031125 N 1022.0 0188 76.91 031825 N 1024.0 0189 76.91 031925 N 1025.0 0192 13,382.99 033025 N 1034.0 0194 2,303.28 111623 N 0779.0 0195 725.03 111623 N 0780.0 006 0008 92.88 E.W. @ F.A.(+) 063025 N 1042.0 010 0003 432,526.87 E.W. @ L.S.(+) 080525 N CT01 031 0054 916.54 E.W. @ F.A.(+) 071125 N 1009.0 041 0010-1 -8,908.63 E.W. @ F.A.(+) 070225 N 170985 DAO CORRECTING ENTRY 0010-2 8,098.75 070225 N 170985 DAO CORRECTING ENTRY 0011 426.25 071625 N CT02 0012 243.27 070825 N 1029.0 044 0022 2,631.26 E.W. @ F.A.(+) 022125 N 1013.0 0023 8,109.01 022525 N 1014.0 0024 12,480.05 022625 N 1015.0 0027 6,355.53 022425 N 1045.0 050 0027 12,211.85 E.W. @ F.A.(+) 052025 N 0957.0 0032 14,214.01 053125 N 0970.0 0039 412.98 052025 N 0957.1 0040 13,333.87 053125 N 0998.0 0041 932.68 063025 N 1005.0 0042 3,420.78 071025 N 1010.0 0043 1,193.08 071125 N 1011.0 0045 7,374.22 063025 N 1003.0 0047 4,300.96 080525 N CT01 562,078.52 TOTAL THIS ESTIMATE 3,897,386.90 TOTAL PREVIOUS ESTIMATE 4,459,465.42 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 08/07/25 EST. NO. 036 TIME 10:09 AM R.E. NAME: NNAM, MARTIN 05-0C7324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REJECTED PILE DEDUCT -7,000.00 006 MISS CEM-2406 -10,000.00 008 RECD CEM-2406 10,000.00 010 ANNUAL CEM-4401 2023 -10,000.00 012 MISS CEM-2406 -10,000.00 012 MISS MIT REP DOC -10,000.00 012 ANNUAL CEM-4401 2023 10,000.00 013 RECD CEM-2406 10,000.00 013 MISS CEM 2404&2406 -10,000.00 015 REC'D CEM-2404&2406 10,000.00 016 MISS CEM-2404 & 2406 -10,000.00 018 OUTSTANDING REPORTS -10,000.00 018 REJECTED PILES -2,000.00 018 MISSING DOCUMENTS -10,000.00 019 MISSING 2404F/2406S -10,000.00 021 OUTSTANDING REPORTS -10,000.00 021 MISS CEM-2404F/2406 -10,000.00 022 MISSING DOCUMENATS -10,000.00 022 REC'D CEM-2404F/2406 10,000.00 022 RECDCEM2404F/2406#18 10,000.00 022 DBE UNDERUTILIZATION -250,000.00 023 JMF MODIFICATION -2,000.00 023 MISS CEM2406/2404F -10,000.00 023 REC'D CEM2404/2026 10,000.00 023 MISSING DOCUMENTS -10,000.00 025 OUT OF SPECS -25,387.50 025 REC'D B2GNOW NONCOMP 250,000.00 025 REC'D CEM-2406/2404 10,000.00 025 SOURCE INSPECTIONS -10,000.00 025 MISSING CEM2406/2404 -10,000.00 026 OUT OF SPECIFICATION -19,687.50 026 REC'D 2406/2404F 10,000.00 029 MISS CEM-2460/2404F -10,000.00 030 PERFORMANCE FAILURE -10,000.00 030 REC'D MIT REP DOC 10,000.00 030 MISSING 2406/2404F -10,000.00 032 RELEASE DOCUMENT WTH 10,000.00 032 MISS CEM-2406/2404F -10,000.00 034 DBE NON-COMPLIANCE -209,278.42 036 RECD CEM-2406/04F#34 10,000.00 036 RECD CEM-2406/04F#30 10,000.00 036 RECD CEM-2406/04F#32 10,000.00 036 -179,278.42 -325,353.42 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -8,000.00 006 MISS PAYROLLS -10,000.00 011 MISS PAYROLLS -10,000.00 012 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 08/07/25 EST. NO. 036 TIME 10:09 AM R.E. NAME: NNAM, MARTIN 05-0C7324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISS PAYROLLS -10,000.00 013 MISS PAYROLLS -10,000.00 014 MISSING PAYROLLS 016 -5,000.00 016 MISSING PAYROLLS -10,000.00 018 MISSING PAYROLLS -10,000.00 019 MISSING PAYROLLS -10,000.00 022 MISSING PAYROLLS -10,000.00 023 REC'D PAYROLLS #16 5,000.00 023 MISSING PAYROLLS -10,000.00 026 REC'D PAYROLLS 18&19 20,000.00 026 MISSING PAYROLLS -10,000.00 028 REC'D PAYROLLS #23 10,000.00 028 REC'D PAYROLLS #23 10,000.00 029 MISSING PAYROLLS -10,000.00 032 MISSING PAYROLLS -10,000.00 034 REC'D PAYROLLS #12 10,000.00 034 REC'D PAYROLLS #13 10,000.00 034 MISSING PAYROLLS -10,000.00 036 -10,000.00 -78,000.00 TOTAL DEDUCTIONS -189,278.42 -403,353.42 PROGRAM CAS145 PAGE 1 DATE 08/07/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 10:09 AM ESTIMATE NO. 036 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 08/07/25 LOCATION PROGRESS ESTIMATE 05-SCR-1-13.6/14.9 ----------------- GRANITE CONSTRUCTION COMPANY 41ST AVENUE TO SOQUEL AVENUE 580 WEST BEACH STREET AUXILIARY LANES (NEAR THE CITY OF WATSONVILLE CA 95076 SANTA CRUZ AND CAPITOLA, FROM 41ST AVENUE TO SOQUEL AVENUE. FED. AID NO. ACNH-P001(675)E CONSTRUCT AUXILIARY LANES AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,200.0000 4,200.00 0.800 3,360 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 2,500.0000 2,500.00 0.250 625 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,300.0000 966,000.00 19.000 43,700.00 422.000 970,600 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 30,000.00 7.733 46,398 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 41.000 8,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 44,500.0000 44,500.00 0.850 37,825 007 TRAFFIC CONTROL SYSTEM LS 850,000.0000 850,000.00 0.040 34,000.00 1.000 850,000 008 TRAFFIC CONTROL SUPERVISOR DAY 1,200.0000 72,000.00 5.000 6,000 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,050.0000 5,250.00 14.000 14,700 010 TYPE III BARRICADE EA 75.0000 525.00 0.000 0 011 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 9,750.00 164.000 10,660 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 5,200.0000 10,400.00 1.800 9,360 SYSTEM DAY 013 TEMPORARY PAVEMENT MARKER EA 4.0000 5,480.00 1,244.000 4,976 014 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 015 TEMPORARY AUTOMATED END OF QUEUE EA 300.0000 132,000.00 0.000 0 WARNING SYSTEM (TYPE 1) DAY 016 END OF QUEUE MONITORING AND EA 1,050.0000 68,250.00 35.000 36,750 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 017 TEMPORARY RAILING (TYPE K) LF 15.0000 453,000.00 30,260.000 453,900 018 TEMPORARY CRASH CUSHION MODULE EA 200.0000 11,200.00 56.000 11,200 019 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,500.0000 81,000.00 20.000 90,000 020 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.040 2,000.00 1.000 50,000 021 PREPARE STORM WATER POLLUTION PREVENTION LS 5,500.0000 5,500.00 0.500 2,750 PLAN PROGRAM CAS145 PAGE 2 DATE 08/07/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 10:09 AM ESTIMATE NO. 036 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 08/07/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 RAIN EVENT ACTION PLAN EA 500.0000 21,000.00 43.000 21,500 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 150.0000 4,950.00 30.000 4,500 024 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 3.000 6,000 025 MOVE-IN/MOVE-OUT EA 495.0000 3,960.00 2.000 990 (TEMPORARY EROSION CONTROL) 026 TEMPORARY HYDRAULIC MULCH SQYD 1.5800 5,277.20 7,106.820 11,228 (BONDED FIBER MATRIX) 027 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 028 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 029 TEMPORARY CONSTRUCTION ENTRANCE EA 6,290.9200 50,327.36 9.000 56,618 030 STREET SWEEPING LS 239,360.0000 239,360.00 0.040 9,574.40 1.000 239,360 031 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 1.000 15,000 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 2,020.00 0.000 0 STRIPE (HAZARDOUS WASTE) 033 TREATED WOOD WASTE LB 0.3500 37,450.00 116,960.000 40,936 034 CONTRACTOR-SUPPLIED PALEONTOLOGICAL LS 25,000.0000 25,000.00 0.500 12,500 MITIGATION TEAM 035 TEMPORARY HIGH-VISIBILITY FENCE LF 3.9800 4,537.20 1,115.000 4,437 036 CLEARING AND GRUBBING (LS) LS 400,000.0000 400,000.00 1.000 400,000 037 ROADWAY EXCAVATION CY 40.0000 768,000.00 31,694.000 1,267,760 038 ROADWAY EXCAVATION (TYPE Z-2) CY 300.0000 78,000.00 407.000 122,100 (AERIALLY DEPOSITED LEAD) 039 TRENCH EXCAVATION CY 70.0000 2,800.00 25.000 1,750 040 ROADWAY EXCAVATION (TYPE R-1) CY 75.0000 1,147,500.00 8,264.600 619,845 (AERIALLY DEPOSITED LEAD) 041 STRUCTURE EXCAVATION (BRIDGE) CY 175.0000 21,175.00 121.000 21,175 (F) 042 STRUCTURE EXCAVATION (RETAINING WALL) CY 56.0000 89,488.00 1,598.000 89,488 (F) 043 STRUCTURE EXCAVATION (SOUND WALL) CY 50.0000 17,650.00 353.000 17,650 (F) 044 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 32.0000 5,632.00 176.000 5,632 (F) 045 STRUCTURE BACKFILL (BRIDGE) CY 230.0000 21,390.00 93.000 21,390 (F) 046 STRUCTURE BACKFILL (RETAINING WALL) CY 130.0000 399,750.00 3,075.000 399,750 (F) 047 STRUCTURE BACKFILL (SOUND WALL) CY 40.0000 8,080.00 202.000 8,080 (F) 048 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 80.0000 15,920.00 199.000 15,920 (F) PROGRAM CAS145 PAGE 3 DATE 08/07/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 10:09 AM ESTIMATE NO. 036 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 08/07/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 350.0000 55,650.00 159.000 55,650 (F) 050 LEAN CONCRETE BACKFILL CY 350.0000 11,200.00 32.000 11,200 (F) 051 DITCH EXCAVATION CY 60.0000 2,340.00 380.000 22,800 052 SETTLEMENT PLATFORM EA 200.0000 2,200.00 11.000 2,200 053 ROADSIDE CLEARING LS 55,000.0000 55,000.00 0.850 46,750 054 SOIL AMENDMENT CY 70.0000 11,900.00 150.000 10,500 055 RELOCATE WATER METER EA 5,000.0000 10,000.00 2.000 10,000 056 SLOW-RELEASE FERTILIZER LB 2.0000 360.00 200.000 400 057 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 058 PLANT (GROUP A) EA 23.0000 22,080.00 781.000 17,963 059 PLANT (GROUP B) EA 45.0000 27,000.00 324.000 14,580 060 PLANT (GROUP U) EA 250.0000 35,000.00 107.000 26,750 061 PLANT ESTABLISHMENT WORK LS 150,000.0000 150,000.00 0.000 0 062 WOOD MULCH CY 85.0000 225,250.00 1,846.000 156,910 063 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 064 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 065 IRRIGATION FACILITY MARKER EA 165.0000 2,310.00 10.000 1,650 066 CONTROL AND NEUTRAL CONDUCTORS LS 150,000.0000 150,000.00 0.800 120,000 067 1" REMOTE CONTROL VALVE EA 550.0000 14,300.00 0.000 0 068 1 1/2" REMOTE CONTROL VALVE EA 650.0000 8,450.00 0.000 0 069 1 1/2" WYE STRAINER ASSEMBLY EA 350.0000 4,550.00 10.000 3,500 070 40-48 STATION IRRIGATION EA 25,000.0000 25,000.00 0.000 0 CONTROLLER (WALL MOUNTED) 071 1 1/2" COPPER PIPE (SUPPLY LINE) LF 135.0000 8,775.00 0.000 0 072 2 1/2" WATER SUPPLY LINE LF 85.0000 39,780.00 468.000 39,780 (F) (RETAINING WALL) 073 IRRIGATION CONTROLLER ENCLOSURE EA 3,000.0000 3,000.00 0.000 0 CABINET 074 2" BACKFLOW PREVENTER ASSEMBLY EA 8,000.0000 8,000.00 1.000 8,000 075 FLOW SENSOR EA 2,500.0000 2,500.00 1.000 2,500 PROGRAM CAS145 PAGE 4 DATE 08/07/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 10:09 AM ESTIMATE NO. 036 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 08/07/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 COMBINATION AIR RELEASE VALVE ASSEMBLY EA 1,200.0000 9,600.00 5.000 6,000 077 RISER SPRINKLER ASSEMBLY EA 42.0000 83,580.00 1,603.000 67,326 078 2" GATE VALVE EA 800.0000 7,200.00 8.000 6,400 079 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.5000 80,619.50 7,060.000 45,890 (F) LINE) 080 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.5000 54,022.50 8,345.000 62,587 (F) LINE) 081 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 19,440.00 1,746.000 15,714 (SUPPLY LINE) 082 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 083 BALL VALVE EA 400.0000 5,200.00 0.000 0 084 8" CORRUGATED HIGH DENSITY LF 225.0000 40,500.00 199.000 44,775 POLYETHYLENE PIPE CONDUIT 085 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 850.0000 1,700.00 2.000 1,700 086 FIBER ROLLS LF 3.6500 44,895.00 7,545.000 27,539 087 HYDROSEED SQFT 0.4000 12,000.00 41,128.000 16,451 088 COMPOST (CY) CY 94.0000 15,980.00 101.000 9,494 089 INCORPORATE MATERIALS SQFT 0.0600 822.00 8,200.000 492 090 CLASS 2 AGGREGATE SUBBASE CY 65.0000 845,000.00 8,493.600 552,084 091 CLASS 2 AGGREGATE BASE (CY) CY 78.0000 1,084,200.00 13,836.840 1,079,273 092 HOT MIX ASPHALT (TYPE A) TON 175.0000 2,205,000.00 13,225.440 2,314,452 093 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 185.0000 1,113,700.00 6,822.820 1,262,221 094 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.7000 3,618.00 1,629.000 4,398 095 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.7000 864.00 459.000 1,239 096 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.7000 10,665.00 1,458.000 3,936 097 PLACE HOT MIX ASPHALT SQYD 600.0000 1,800.00 0.000 0 (MISCELLANEOUS AREA) 098 TACK COAT TON 1,780.0000 49,840.00 23.240 41,367 099 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 36,600.00 2,787.900 27,879 100 STEEL SOLDIER PILE (W 12 X 72) LF 225.0000 102,375.00 460.100 103,522 101 STEEL SOLDIER PILE (W 14 X 257) LF 420.0000 415,800.00 996.220 418,412 102 24" DRILLED HOLE LF 150.0000 67,650.00 440.120 66,018 PROGRAM CAS145 PAGE 5 DATE 08/07/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 10:09 AM ESTIMATE NO. 036 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 08/07/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 30" DRILLED HOLE LF 150.0000 114,450.00 745.810 111,871 104 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 105 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 160.0000 55,040.00 344.000 55,040 106 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,500.0000 345,000.00 232.500 348,750 107 16" CAST-IN-DRILLED-HOLE CONCRETE LF 103.1500 52,606.50 594.750 61,348 PILING (SOUND WALL) 108 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,400.0000 182,000.00 128.000 179,200 PILE (SIGN FOUNDATION) 109 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,500.0000 45,000.00 30.000 45,000 (F) 110 STRUCTURAL CONCRETE, BRIDGE CY 4,025.0000 1,622,075.00 403.000 1,622,075 (F) 111 STRUCTURAL CONCRETE, BRIDGE CY 921.0000 261,564.00 284.000 261,564 (F) (POLYMER FIBER) 112 STRUCTURAL CONCRETE, RETAINING WALL CY 800.0000 1,110,400.00 1,388.000 1,110,400 (F) 113 STRUCTURAL CONCRETE, SOUND WALL CY 988.0000 40,508.00 41.000 40,508 (F) 114 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,072.0000 255,136.00 238.000 255,136 (F) 115 STRUCTURE CONCRETE, JUNCTION CY 10,000.0000 50,000.00 5.000 50,000 (F) STRUCTURE 116 STRUCTURAL CONCRETE, BOX CULVERT CY 3,500.0000 73,500.00 21.000 73,500 (F) 117 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 297,500.00 107.000 267,500 (F) 118 PRECAST CONCRETE PANEL SQFT 70.0000 277,340.00 3,962.000 277,340 (F) 119 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 1,220.0000 39,040.00 32.000 39,040 120 BAR REINFORCING STEEL (BRIDGE) LB 1.4700 555,808.47 378,101.000 555,808 (F) 121 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6700 231,790.99 138,797.000 231,790 (F) 122 BAR REINFORCING STEEL (SOUND WALL) LB 4.5700 16,909.00 3,700.000 16,909 (F) 123 BAR REINFORCING STEEL (BOX CULVERT) LB 17.8700 8,881.39 497.000 8,881 (F) 124 BAR REINFORCING STEEL LB 7.0800 2,407.20 340.000 2,407 (F) (JUNCTION STRUCTURE) 125 FURNISH SIGN STRUCTURE (TRUSS) LB 6.1000 398,537.40 65,334.000 398,537 (F) 126 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 26,133.60 65,334.000 26,133 (F) 127 REMOVE SIGN STRUCTURE (EA) EA 4,889.3500 19,557.40 4.000 19,557 128 PEDESTRIAN BARRICADE EA 3,500.0000 3,500.00 0.000 0 129 SOUND WALL (MASONRY BLOCK) SQFT 45.0000 162,000.00 3,600.000 162,000 (F) PROGRAM CAS145 PAGE 6 DATE 08/07/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 10:09 AM ESTIMATE NO. 036 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 08/07/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 CLEAN AND PAINT STEEL SOLDIER PILING LS 42,000.0000 42,000.00 1.000 42,000 131 12" ALTERNATIVE PIPE CULVERT LF 105.0000 17,850.00 0.000 0 132 18" ALTERNATIVE PIPE CULVERT LF 125.0000 43,750.00 726.000 90,750 133 CONCRETE BACKFILL (PIPE TRENCH) CY 200.0000 212,000.00 1,014.370 202,874 (F) 134 12" REINFORCED CONCRETE PIPE LF 98.0000 49,980.00 192.000 18,816 135 18" REINFORCED CONCRETE PIPE LF 102.0000 165,240.00 1,431.000 145,962 136 24" REINFORCED CONCRETE PIPE LF 105.0000 202,650.00 1,694.000 177,870 137 30" REINFORCED CONCRETE PIPE LF 133.0000 39,900.00 344.000 45,752 138 36" REINFORCED CONCRETE PIPE LF 160.0000 1,920.00 16.000 2,560 139 48" REINFORCED CONCRETE PIPE LF 235.0000 8,460.00 0.000 0 140 36" CORRUGATED STEEL PIPE INLET LF 33.0000 99.00 0.000 0 (.168" THICK) 141 18" ALTERNATIVE FLARED END SECTION EA 1,425.0000 1,425.00 1.000 1,425 142 36" ALTERNATIVE FLARED END SECTION EA 2,000.0000 2,000.00 1.000 2,000 143 36" PRECAST CONCRETE PIPE MANHOLE LF 308.0000 3,696.00 0.000 0 144 ABANDON CULVERT (LF) LF 35.0000 15,050.00 273.000 9,555 145 REMOVE CULVERT (LF) LF 75.0000 5,250.00 305.000 22,875 146 REMOVE INLET EA 1,600.0000 24,000.00 12.000 19,200 147 REMOVE HEADWALL EA 2,000.0000 10,000.00 5.000 10,000 148 ADJUST INLET EA 5,800.0000 29,000.00 4.000 23,200 149 MODIFY INLET GRATE EA 3,200.0000 6,400.00 0.000 0 150 REMOVE CONCRETE (CHANNEL) CY 173.0000 2,941.00 54.000 9,342 151 SAND BACKFILL CY 120.0000 19,200.00 15.900 1,908 152 ROCK SLOPE PROTECTION CY 525.0000 2,100.00 4.000 2,100 (20 LB, CLASS I, METHOD B) (CY) 153 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 16.0000 64.00 4.000 64 154 DETECTABLE WARNING SURFACE SQFT 42.0000 4,200.00 55.820 2,344 155 MINOR CONCRETE (CURB AND GUTTER) CY 530.0000 20,670.00 41.320 21,899 156 MINOR CONCRETE (DRIVEWAY) CY 1,350.0000 5,400.00 4.330 5,845 PROGRAM CAS145 PAGE 7 DATE 08/07/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 10:09 AM ESTIMATE NO. 036 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 08/07/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 MINOR CONCRETE (STAMPED CONCRETE) SQFT 17.0000 144,840.00 7,329.000 124,593 158 MINOR CONCRETE (SIDEWALK) CY 578.0000 54,332.00 156.260 90,318 159 MINOR CONCRETE (SAND BLAST) CY 2,500.0000 15,000.00 6.000 15,000 160 MINOR CONCRETE (CURB RAMP) CY 875.0000 6,125.00 9.070 7,936 161 REMOVE CONCRETE CURB (LF) LF 44.0000 19,800.00 405.000 17,820 162 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 1,650.0000 19,800.00 11.630 19,189 163 REMOVE CONCRETE (CURB AND GUTTER) LF 52.0000 26,000.00 175.000 9,100 164 MISCELLANEOUS IRON AND STEEL LB 2.5000 45,460.00 16,272.000 40,680 (F) 165 ISOLATION CASING LB 15.0000 37,635.00 2,509.000 37,635 (F) 166 MISCELLANEOUS METAL (BRIDGE) LB 9.0000 11,736.00 1,304.000 11,736 (F) 167 RELOCATE FIRE HYDRANT EA 5,400.0000 5,400.00 1.000 5,400 168 RELOCATE BACKFLOW DEVICES EA 6,300.0000 18,900.00 3.000 18,900 169 RELOCATE FIRE SERVICE DCDA EA 7,800.0000 7,800.00 1.000 7,800 170 INSTALL WATER METER BOX EA 2,600.0000 7,800.00 0.000 0 171 LIGHTING (COUNTY STREET) LS 390,000.0000 390,000.00 1.000 390,000 172 PREPARE AND PAINT CONCRETE SQFT 60.0000 1,680.00 0.000 0 173 STAIN GALVANIZED SURFACES (EA) EA 66.5000 11,970.00 90.000 5,985 174 RELOCATE MAILBOX EA 500.0000 1,500.00 3.000 1,500 175 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 50.0000 20,000.00 90.500 4,525 176 4' CHAIN LINK GATE (TYPE CL-6, EA 2,500.0000 5,000.00 2.000 5,000 VINYL-CLAD) 177 REMOVE CHAIN LINK FENCE LF 10.0000 7,700.00 179.000 1,790 178 REMOVE PAVEMENT MARKER EA 1.0000 2,640.00 850.000 850 179 DELINEATOR (CLASS 1) EA 60.0000 7,200.00 8.000 480.00 101.000 6,060 180 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 11,240.00 62.000 248.00 1,699.000 6,796 181 TREATMENT BEST MANAGEMENT EA 60.0000 360.00 7.000 420 PRACTICE MARKER 182 OBJECT MARKER (TYPE P) EA 75.0000 1,050.00 9.000 675 183 REMOVE ROADSIDE SIGN (WOOD POST) EA 300.0000 5,700.00 19.000 5,700 PROGRAM CAS145 PAGE 8 DATE 08/07/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 10:09 AM ESTIMATE NO. 036 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 08/07/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 REMOVE ROADSIDE SIGN EA 250.0000 2,000.00 8.000 2,000 (STRAP AND SADDLE BRACKET METHOD) 185 REMOVE SIGN FROM SIGN FRAME EA 1,300.0000 1,300.00 1.000 1,300 186 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 23.0000 17,480.00 760.000 17,480 187 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.8500 12,154.50 29.350 964.15 366.060 12,025 (0.063"-UNFRAMED) 188 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.8000 3,382.00 203.800 3,627 (0.080"-UNFRAMED) 189 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.5000 20,770.00 577.400 19,342 (0.063"-FRAMED) 190 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.2500 6,267.50 222.500 6,063 (0.080"-FRAMED) 191 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 192 PEDESTRIAN BARRICADE MOUNTED SIGN EA 300.0000 300.00 1.000 300 193 ROADSIDE SIGN - ONE POST EA 730.0000 29,200.00 36.000 26,280 194 ROADSIDE SIGN - TWO POST EA 1,460.0000 32,120.00 21.000 30,660 195 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 2,700.00 6.000 1,800 METHOD) 196 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 8.5000 1,275.00 150.000 1,275 197 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 60.0000 34,800.00 401.000 24,060 198 PEDESTRIAN RAILING (TYPE A) LF 290.0000 75,110.00 159.000 46,110 199 PEDESTRIAN RAILING (TYPE B) LF 543.0000 1,044,732.00 2,024.000 1,099,032 (F) 200 WHALE CUTOUTS LS 120,000.0000 120,000.00 1.000 120,000 201 TRANSITION RAILING (TYPE WB-31) EA 4,300.0000 17,200.00 3.000 12,900 202 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,500.0000 4,500.00 1.500 2,250 203 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,300.0000 25,800.00 3.000 12,900 204 CONCRETE BARRIER (TYPE 60M) LF 130.8200 225,010.40 1,006.000 131,604 205 CONCRETE BARRIER (TYPE 60MC) LF 148.9500 781,987.50 5,442.000 810,585 206 CONCRETE BARRIER (TYPE 60MD) LF 254.1900 30,502.80 189.000 48,041 207 CONCRETE BARRIER (TYPE 60MGF) LF 548.0200 60,282.20 103.000 56,446 208 CONCRETE BARRIER (TYPE 60MSC MOD 3) LF 600.0000 41,400.00 83.000 49,800 209 CONCRETE BARRIER (TYPE 60SD) LF 1,507.6300 33,167.86 0.000 0 210 CONCRETE BARRIER (TYPE 836A) LF 181.0000 142,990.00 790.000 142,990 (F) PROGRAM CAS145 PAGE 9 DATE 08/07/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 10:09 AM ESTIMATE NO. 036 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 08/07/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 186.0000 86,676.00 466.000 86,676 (F) 212 REMOVE GUARDRAIL LF 8.0000 4,880.00 624.000 4,992 213 REMOVE DOUBLE METAL BEAM BARRIER LF 5.5000 34,485.00 6,270.000 34,485 214 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 360.00 0.000 0 215 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 25,600.00 267.000 2,670.00 1,874.000 18,740 (ENHANCED WET NIGHT VISIBILITY) 216 THERMOPLASTIC CROSSWALK AND SQFT 10.0000 5,000.00 624.000 6,240.00 624.000 6,240 PAVEMENT MARKING 217 PAINT TRAFFIC STRIPE (1-COAT) LF 1.0000 90,500.00 101,440.000 101,440 218 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 64,000.00 2,600.000 5,200.00 33,637.000 67,274 (ENHANCED WET NIGHT VISIBILITY) 219 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 3,150.00 161.000 402.50 1,431.000 3,577 (ENHANCED WET NIGHT VISIBILITY) 220 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.5000 28,490.00 46.000 161.00 3,915.000 13,702 (ENHANCED WET NIGHT VISIBILITY) 221 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 94,700.00 77,694.000 77,694 222 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 62,700.00 -3,029.000 -4,543.50 38,023.000 57,034 223 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 135.00 113.000 339.00 703.000 2,109 224 12" RUMBLE STRIP STA 242.9300 34,010.20 221.000 53,687 (ASPHALT CONCRETE PAVEMENT) 225 METHYL METHACRYLATE PAINT RED LF 15.0000 3,450.00 190.000 2,850 COLORED PAVEMENT ON CURB 226 METHYL METHACRYLATE PAINT 12' RED SQFT 12.0000 190,800.00 12,941.000 155,292 COLORED PAVEMENT MARKING 227 METHYL METHACRYLATE PAINT GREEN SQFT 12.0000 13,800.00 952.000 11,424.00 952.000 11,424 COLORED PAVEMENT MARKING 228 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.0000 564.00 100.000 600 (BROKEN 17-7) 229 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.0000 92,400.00 14,813.000 88,878 (BROKEN 36-12) 230 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.0000 1,440.00 0.000 0 (BROKEN 8-4) 231 8" TRAFFIC STRIPE TAPE (WARRANTY LF 6.0000 50,880.00 8,743.000 52,458 (BROKEN 12-3) 232 RAPID FLASHING BEACON SYSTEM EA 12,000.0000 24,000.00 2.000 24,000 233 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 118,000.0000 118,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 234 ELECTRIC SERVICE FOR IRRIGATION LS 65,000.0000 65,000.00 0.984 63,960 235 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 236 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 237 MODIFYING LIGHTING SYSTEMS LS 299,727.0000 299,727.00 1.000 299,727 PROGRAM CAS145 PAGE 10 DATE 08/07/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 10:09 AM ESTIMATE NO. 036 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 08/07/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 MODIFYING TRAFFIC MONITORING STATIONS LS 155,000.0000 155,000.00 0.525 81,375 239 MODIFYING CHANGEABLE MESSAGE LS 44,880.0000 44,880.00 1.000 44,880 SIGN SYSTEMS 240 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 241 IRRIGATION WATER SERVICE CHARGES LS 10,000.0000 10,000.00 1.000 10,000 242 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 243 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 32,000.0000 32,000.00 0.040 1,280.00 1.000 32,000 244 2 1/2" PLASTIC PIPE (CLASS 315) LF 12.5000 75,625.00 2,695.000 33,687 (SUPPLY LINE) 245 2" REMOTE CONTROL VALVE EA 1,000.0000 1,000.00 0.000 0 246 78" PERMANENT STEEL CASING LF 695.0000 52,125.00 75.000 52,125 247 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,700.0000 127,500.00 75.000 127,500 248 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 249 TEMPORARY DRAINAGE INLET PROTECTION EA 147.8900 9,760.74 49.000 7,246 250 TEMPORARY FIBER ROLL LF 9.4800 11,186.40 6,150.000 58,302 251 WATER METER CHARGES LS 64,757.0000 64,757.00 0.926 59,964 PROGRAM CAS145 PAGE 11 DATE 08/07/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 10:09 AM ESTIMATE NO. 036 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/05/25 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 08/07/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 116,139.55 25,068,067.86 ADJUSTMENT OF COMPENSATION 0.00 -48,363.39 EXTRA WORK 562,078.52 4,507,828.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 678,218.07 29,527,533.28 252 MOBILIZATION LS 2,800,000.0000 2,800,000.00 1.000 2,800,000 ORIGINAL CONTRACT AMOUNT 28,994,748.81 TOTAL WORK COMPLETED 678,218.07 32,327,533.28 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -189,278.42 -403,353.42 TOTAL 488,939.65 31,924,179.86 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/16/22 1170 02/06/23 02/06/23 10/30/25 420 220 2 0 93% 36% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY NNAM, MARTIN RESIDENT ENGINEER