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 06/18/24 EST. NO. 042 TIME 10:11 AM R.E. NAME: NGUYEN, IRVIN 12-0K0234 --------------------------------------------------------------------------- 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 0491 52.99 E.W. @ F.A.(+) 082023 N 1909.1 0492 9,254.84 101623 N 1964.1 002 0245 4,371.52 E.W. @ F.A.(+) 030724 N 2281.0 0246 984.67 031124 N 2282.0 0247 5,122.85 031624 N 2285.0 0248 4,301.40 032024 N 2286.0 0249 6,241.04 041224 N 2287.0 0250 19,074.88 041324 N 2288.0 0251 926.59 041524 N 2289.0 0252 1,901.91 041624 N 2292.0 0253 2,988.38 100423 N 2296.0 0254 2,380.25 041024 N 2298.0 0255 6,693.64 042724 N 2302.0 0256 7,895.05 050624 N 2303.0 0257 8,192.78 050724 N 2304.0 0258 23,217.57 050824 N 2305.0 0259 15,784.42 050924 N 2306.0 0260 4,604.89 051024 N 2307.0 0261 606.73 022924 N 2270.1 0262 670.42 030624 N 2271.1 011 0338 75.87 E.W. @ F.A.(+) 100323 N 1953.1 016 0056 326.12 E.W. @ F.A.(+) 011824 N 2255.1 018 0019 4,650.69 E.W. @ F.A.(+) 092323 N 2095.0 020 0014 7,138.46 E.W. @ F.A.(+) 041524 N 2290.0 0015 9,132.92 041624 N 2291.0 0016 5,762.69 040424 N 2297.0 0017 1,793.84 042324 N 2299.0 0018 4,042.92 042424 N 2300.0 0019 2,742.60 042524 N 2301.0 022 0053 19,100.74 E.W. @ F.A.(+) 091121 N 2308.0 024 0305 592.97 E.W. @ F.A.(+) 120621 N 1465.1 0379 1,434.42 012524 N 2201.1 0380 9,400.94 050324 N 2280.0 0381 19.02 022123 N 1532.4 026 0222 15,392.00 A.C. @ L.S.(+) 052324 N 130120 0223 8.85 E.W. @ F.A.(+) 052422 N 1293.3 036 0032 7,591.34 E.W. @ F.A.(+) 041824 N 2278.0 0033 6,651.81 042324 N 2279.0 0034 320.16 030524 N 2210.1 0035 1,054.87 031124 N 2218.1 038 0001 -30,000.00 A.C. @ L.S.(-) 061324 N 130130 039 0001 6,600.00 E.W. @ F.A.(+) 090623 N 1831.0 0002 10,807.50 090523 N 1832.0 0003 55,880.00 082423 N 1833.0 0007 7,672.50 103023 N 2063.0 0009 9,652.50 092223 N 2064.0 0010 4,785.00 092623 N 2065.0 0011 7,095.00 102723 N 2067.0 0012 15,427.50 100423 N 2083.0 0013 179,327.50 101323 N 2159.0 0014 93,885.00 102723 N 2161.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/18/24 EST. NO. 042 TIME 10:11 AM R.E. NAME: NGUYEN, IRVIN 12-0K0234 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0015 24,640.00 103123 N 2162.0 0016 72,765.00 110323 N 2163.0 0017 32,340.00 111023 N 2071.0 0018 51,810.00 121523 N 2165.0 0019 42,570.00 120823 N 2164.0 0020 18,199.50 122223 N 2166.0 0021 34,336.50 011224 N 2167.0 860,293.55 TOTAL THIS ESTIMATE 7,093,346.34 TOTAL PREVIOUS ESTIMATE 7,953,639.89 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 06/18/24 EST. NO. 042 TIME 10:11 AM R.E. NAME: NGUYEN, IRVIN 12-0K0234 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM4401 CY2020 -10,000.00 002 RET CEM4401 CY2020 10,000.00 003 INVALID SUBSISTENCE -312.00 011 CO 022 ROCK&DELIVERY -32,190.53 013 STL 165 CIDH BENT2LT -2,000.00 013 EWB261 CB BACKHOE -517.00 014 PILE 26 DEDUCTION -500.00 018 ITEM 116 ISSING SUB -19,430.74 021 ITEM 116 FAIL CV9822 -679.00 021 9-1.16E3CONCRETEWASH -10,000.00 021 ITEM 116 MISSING SUB -8,289.28 022 ITEM 135 RW141 CV -231.00 022 BI155LOWSHOTCRETESTR -390.00 024 ITEM 116 MISSING SUB -9,691.47 027 CEM 4401 CY 2023 -10,000.00 039 0.00 -94,231.02 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 006 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -104,231.02 PROGRAM CAS145 PAGE 1 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0234 TIME 10:11 AM ESTIMATE NO. 042 BID OPENING 06/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 06/18/24 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-5-17.1/18.9 ----------------------- GUY F ATKINSON CONSTRUCTION IN ORA CO IN MISSION VIEJO, LAGUNA LLC WOODS AND LAKE FOREST FROM 0.4 MILE 18201 VON KARMAN AVENUE SOUTH OF ALICIA PARKWAY OC TO 0.2 IRVINE CA 92612 MILE NORTH OF EL TORO ROAD UC FED. AID NO. TPLN-6212(24) WIDEN FREEWAY AND BRIDGES, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 11,000.0000 11,000.00 1.000 11,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.750 7,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 8,680.0000 6,510,000.00 22.000 190,960.00 826.000 7,169,680 004 CONSTRUCTION AREA SIGNS LS 370,000.0000 370,000.00 0.700 259,000 005 TRAFFIC CONTROL SYSTEM LS 1,785,000.0000 1,785,000.00 0.030 53,550.00 0.880 1,570,800 006 FLASHING ARROW SIGN EA 3,950.0000 43,450.00 11.000 43,450 007 TYPE II BARRICADE EA 35.5000 1,065.00 25.000 887 008 TYPE III BARRICADE EA 105.0000 34,650.00 158.000 16,590 009 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 29,880.00 37.000 1,332.00 601.000 21,636 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 156,000.0000 156,000.00 0.030 4,680.00 0.880 137,280 SYSTEMS 011 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 10,740.0000 10,740.00 0.820 8,806 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 2,300.0000 112,700.00 41.000 94,300 013 TEMPORARY RAILING (TYPE K) LF 10.5000 970,200.00 81,138.000 851,949 014 TEMPORARY CRASH CUSHION MODULE EA 239.0000 160,130.00 471.000 112,569 015 TEMPORARY CRASH CUSHION EA 2,788.0000 55,760.00 23.000 64,124 016 TEMPORARY TRAFFIC SCREEN LF 2.5000 180,750.00 46,426.000 116,065 017 JOB SITE MANAGEMENT LS 700,000.0000 700,000.00 0.040 28,000.00 0.870 609,000 018 PREPARE STORM WATER POLLUTION PREVENTION LS 35,000.0000 35,000.00 0.500 17,500 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 38,000.00 46.000 23,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 3,200.00 10.000 2,000 021 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 022 MOVE-IN/MOVE-OUT EA 505.0000 6,565.00 6.000 3,030 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0234 TIME 10:11 AM ESTIMATE NO. 042 BID OPENING 06/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 65,400.00 45,303.920 27,182 (BONDED FIBER MATRIX) 024 TEMPORARY CHECK DAM LF 4.0000 16,480.00 42.000 168 025 TEMPORARY DRAINAGE INLET PROTECTION EA 146.0000 64,240.00 140.000 20,440 026 TEMPORARY FIBER ROLL LF 3.5000 231,000.00 38,337.300 134,180 027 TEMPORARY GRAVEL BAG BERM LF 6.5000 5,655.00 321.000 2,086 028 TEMPORARY SILT FENCE LF 2.0000 30,200.00 3,105.000 6,210 029 TEMPORARY CONSTRUCTION ENTRANCE EA 5,010.0000 355,710.00 13.000 65,130 030 STREET SWEEPING LS 475,000.0000 475,000.00 0.030 14,250.00 0.880 418,000 031 TEMPORARY CONCRETE WASHOUT LS 173,000.0000 173,000.00 0.030 5,190.00 0.880 152,240 032 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 300.0000 300.00 50.000 15,000 033 WATER QUALITY MONITORING REPORT EA 300.0000 300.00 0.000 0 034 TEMPORARY CREEK DIVERSION SYSTEMS LS 139,000.0000 139,000.00 1.000 139,000 035 ASBESTOS COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000 036 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3000 9,540.00 27,010.000 8,103 STRIPE (HAZARDOUS WASTE) 037 ADL BURIAL LOCATION REPORT LS 7,200.0000 7,200.00 1.000 7,200 038 TREATED WOOD WASTE LB 0.2500 12,325.00 0.000 0 039 INVASIVE SPECIES CONTROL LS 5,000.0000 5,000.00 0.000 0 040 NOISE MONITORING LS 6,975.0000 6,975.00 1.000 6,975 041 VIBRATION MONITORING LS 175,000.0000 175,000.00 0.800 140,000 042 SURVEY AND MONITORING OF EXISTING LS 82,000.0000 82,000.00 0.630 51,660 NON-HIGHWAY FACILIES 043 BUILDING SURVEY LS 88,500.0000 88,500.00 0.800 70,800 044 REMOVE 42" ABANDONED PIPE LF 79.0000 101,120.00 1,460.000 115,340 045 REMOVE CONCRETE (LF) LF 7.9000 82,950.00 10,583.000 83,605 046 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 249.0000 3,486.00 1.000 249 047 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 42.5000 6,375.00 184.000 7,820 048 SALVAGE AESTHETIC FEATURE EA 2,774.0000 13,870.00 5.000 13,870 049 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 3,280.00 820.000 3,280 PROGRAM CAS145 PAGE 3 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0234 TIME 10:11 AM ESTIMATE NO. 042 BID OPENING 06/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLEARING AND GRUBBING (LS) LS 530,000.0000 530,000.00 1.000 530,000 051 DUST PALLIATIVE LS 9,720.0000 9,720.00 0.640 6,220 052 ROADWAY EXCAVATION CY 23.0000 5,773,000.00 10,000.000 230,000.00 196,058.250 4,509,339 053 ROADWAY EXCAVATION (TYPE Y-1) CY 41.0000 175,480.00 4,238.180 173,765 (AERIALLY DEPOSITED LEAD) 054 STRUCTURE EXCAVATION CY 19.0000 89,509.00 4,711.000 89,509 (F) 055 STRUCTURE EXCAVATION (BRIDGE) CY 62.0000 681,194.00 10,987.000 681,194 (F) 056 STRUCTURE EXCAVATION CY 59.0000 163,902.00 2,778.000 163,902 (F) (ROCK SLOPE PROTECTION) 057 STRUCTURE EXCAVATION (RETAINING WALL) CY 60.0000 2,920,860.00 48,681.000 2,920,860 (F) 058 STRUCTURE EXCAVATION (GROUND ANCHOR CY 41.5000 37,765.00 910.000 37,765 (F) WALL) 059 STRUCTURE BACKFILL (BRIDGE) CY 39.0000 323,232.00 8,039.000 313,521 (F) 060 STRUCTURE BACKFILL (RETAINING WALL) CY 48.0000 1,856,592.00 38,679.000 1,856,592 (F) 061 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 276.0000 23,184.00 84.000 23,184 (F) 062 PERVIOUS BACKFILL MATERIAL (RETAINING CY 55.0000 18,535.00 337.000 18,535 (F) WALL) 063 LEAN CONCRETE BACKFILL CY 125.0000 4,000.00 32.000 4,000 (F) 064 GROUND MONITORING LS 217,000.0000 217,000.00 0.970 210,490 065 DITCH EXCAVATION CY 31.0000 21,390.00 684.180 21,209 066 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.5000 3,250.00 0.000 0 CLASS B2 067 ROCK BLANKET SQFT 101.0000 11,110.00 0.000 0 068 RELOCATE IRRIGATION CONTROLLER EA 1,414.0000 4,242.00 0.000 0 069 MAINTAIN EXISTING PLANTED AREAS LS 128,000.0000 128,000.00 0.680 87,040 070 CHECK AND TEST EXISTING IRRIGATION LS 4,318.0000 4,318.00 1.000 4,318 FACILITIES 071 OPERATE EXISTING IRRIGATION FACILITIES LS 22,220.0000 22,220.00 0.700 15,554 072 REMOVE IRRIGATION FACILITY LS 26,260.0000 26,260.00 1.000 26,260 073 CONTROL AND NEUTRAL CONDUCTORS LS 2,020.0000 2,020.00 0.130 262 074 1" REMOTE CONTROL VALVE EA 414.0000 2,898.00 1.000 414.00 5.000 2,070 075 1 1/2" REMOTE CONTROL VALVE EA 490.0000 4,410.00 4.000 1,960 076 RECYCLED WATER IDENTIFICATION AND LS 975.0000 975.00 0.000 0 WARNING SIGNS PROGRAM CAS145 PAGE 4 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0234 TIME 10:11 AM ESTIMATE NO. 042 BID OPENING 06/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 76.0000 3,952.00 0.000 0 078 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 80.0000 5,600.00 0.000 0 079 RISER SPRINKLER ASSEMBLY EA 56.0000 1,008.00 0.000 0 080 2" GATE VALVE EA 484.0000 484.00 1.000 484.00 1.000 484 081 3" GATE VALVE EA 1,232.0000 8,624.00 2.000 2,464.00 6.000 7,392 082 4" GATE VALVE EA 955.0000 1,910.00 2.000 1,910.00 2.000 1,910 083 6" GATE VALVE EA 1,161.0000 1,161.00 0.000 0 084 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 12,225.00 1,520.000 7,600 (F) LINE) 085 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 9,475.00 100.000 500.00 620.000 3,100 (F) LINE) 086 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 4,530.00 340.000 2,040 (F) (SUPPLY LINE) 087 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 1,770.00 100.000 600 (F) (SUPPLY LINE) 088 2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 3,360.00 580.000 3,480 (F) (SUPPLY LINE) 089 2" PLASTIC PIPE (CLASS 315) LF 10.5000 3,990.00 220.000 2,310.00 345.000 3,622 (F) (SUPPLY LINE) 090 3" PLASTIC PIPE (CLASS 315) LF 9.0000 28,485.00 2,160.000 19,440 (F) (SUPPLY LINE) 091 4" PLASTIC PIPE (CLASS 315) LF 12.0000 17,100.00 40.000 480.00 2,765.000 33,180 (F) (SUPPLY LINE) 092 6" PLASTIC PIPE (CLASS 315) LF 16.5000 23,265.00 0.000 0 (F) (SUPPLY LINE) 093 BALL VALVE EA 757.0000 6,056.00 1.000 757.00 4.000 3,028 094 8" CORRUGATED HIGH DENSITY LF 212.0000 5,300.00 0.000 0 POLYETHYLENE PIPE CONDUIT 095 10" CORRUGATED HIGH DENSITY LF 40.0000 40,800.00 832.000 33,280 POLYETHYLENE PIPE CONDUIT 096 12" CORRUGATED HIGH DENSITY LF 70.0000 33,600.00 465.000 32,550 POLYETHYLENE PIPE CONDUIT 097 16" CORRUGATED HIGH DENSITY LF 126.0000 6,300.00 50.000 6,300 POLYETHYLENE PIPE CONDUIT 098 6" WELDED STEEL PIPE CONDUIT LF 93.0000 54,219.00 283.000 26,319 099 BONDED FIBER MATRIX (SQFT) SQFT 0.1500 88,950.00 0.000 0 100 PERMANENT EROSION CONTROL ESTABLISHMENT LS 10,000.0000 10,000.00 0.000 0 WORK 101 FINISHING ROADWAY LS 60,000.0000 60,000.00 0.000 0 102 CLASS 2 AGGREGATE SUBBASE CY 23.0000 770,500.00 18,087.150 416,004 103 CLASS 2 AGGREGATE BASE (CY) CY 30.0000 2,427,000.00 37,732.000 1,131,960 PROGRAM CAS145 PAGE 5 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0234 TIME 10:11 AM ESTIMATE NO. 042 BID OPENING 06/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 LEAN CONCRETE BASE CY 211.0000 854,550.00 4,992.590 1,053,436 105 LEAN CONCRETE BASE RAPID SETTING CY 252.0000 609,840.00 1,708.570 430,559 106 BASE BOND BREAKER SQYD 1.1000 59,840.00 36,899.230 40,589 107 GEOSYNTHETIC BOND BREAKER SQYD 2.0000 35,400.00 15,802.560 31,605 108 HOT MIX ASPHALT (TYPE A) TON 83.0000 2,324,000.00 28,676.500 2,380,149 109 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 139.0000 914,620.00 7,835.860 1,089,184 110 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.8000 2,660.00 757.000 2,119 111 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.8000 16,352.00 5,827.000 16,315 112 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.8000 8,036.00 2,211.000 6,190 113 TACK COAT TON 602.0000 26,488.00 27.260 16,410 114 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 28,200.00 12,112.000 24,224 115 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 38,800.00 5,951.440 47,611 116 JOINTED PLAIN CONCRETE PAVEMENT CY 257.0000 4,189,100.00 14,231.850 3,657,585 117 JOINTED PLAIN CONCRETE PAVEMENT CY 323.0000 2,344,980.00 5,686.040 1,836,590 (RSC) 118 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 9.5000 351,500.00 21,740.000 206,530 119 REMOVE CONCRETE PAVEMENT (CY) CY 50.0000 304,000.00 4,125.000 206,250.00 6,900.270 345,013 120 GRIND EXISTING CONCRETE SQYD 7.2500 152,975.00 21,513.000 155,969 PAVEMENT 121 GROUND ANCHOR (SUBHORIZONTAL) EA 2,410.0000 450,670.00 187.000 450,670 122 FURNISH STEEL PILING (HP 10 X 42) LF 18.5000 14,504.00 782.170 14,470 123 DRIVE STEEL PILE (HP 10 X 42) EA 1,105.0000 24,310.00 22.000 24,310 124 FURNISH STEEL PILING (HP 10 X 57) LF 27.0000 630,612.00 23,398.760 631,766 125 DRIVE STEEL PILE (HP 10 X 57) EA 1,105.0000 665,210.00 599.000 661,895 126 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 228.0000 117,192.00 514.000 117,192 127 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,050.0000 213,200.00 104.000 213,200 128 16" CAST-IN-DRILLED-HOLE CONCRETE LF 130.0000 22,100.00 212.500 27,625 PILING (SOUND WALL) 129 24" CAST-IN-DRILLED-HOLE CONCRETE LF 151.0000 147,980.00 971.250 146,658 PILING (SOUND WALL) 130 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,870.0000 261,800.00 108.000 201,960 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 6 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0234 TIME 10:11 AM ESTIMATE NO. 042 BID OPENING 06/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,640.0000 442,800.00 147.800 242,392 PILE (SIGN FOUNDATION) 132 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 268.0000 206,360.00 770.000 206,360 (F) 133 STRUCTURAL CONCRETE, BRIDGE CY 1,030.0000 1,742,760.00 1,680.170 1,730,575 (F) 134 STRUCTURAL CONCRETE, BRIDGE CY 990.0000 1,269,180.00 64.000 63,360.00 1,282.000 1,269,180 (F) (POLYMER FIBER) 135 STRUCTURAL CONCRETE, RETAINING WALL CY 415.0000 4,975,435.00 11,925.000 4,948,875 (F) 136 STRUCTURAL CONCRETE, SOUND WALL CY 652.0000 32,600.00 50.000 32,600 (F) 137 STRUCTURAL CONCRETE, APPROACH SLAB CY 625.0000 327,500.00 524.000 327,500 (F) (TYPE N) 138 STRUCTURAL CONCRETE, BOX CULVERT CY 708.0000 465,864.00 485.200 343,521 (F) 139 STRUCTURAL CONCRETE, HEADWALL CY 2,083.0000 33,328.00 0.900 1,874.70 16.000 33,328 (F) 140 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,747.0000 924,163.00 351.090 613,354 (F) 141 MINOR CONCRETE (MINOR STRUCTURE) CY 1,874.0000 277,352.00 105.600 197,894 (F) 142 MINOR CONCRETE (BACKFILL) CY 178.0000 38,448.00 129.700 23,086 (F) 143 ARCHITECTURAL TREATMENT SQFT 11.0000 167,145.00 15,195.000 167,145 (F) 144 FRACTURED RIB TEXTURE SQFT 10.0000 488,920.00 48,892.000 488,920 (F) 145 DRILL AND BOND DOWEL LF 37.5000 9,337.50 125.000 4,687 146 FURNISH PRECAST PRESTRESSED EA 24,200.0000 290,400.00 12.000 290,400 CONCRETE GIRDER (70' - 80') 147 FURNISH PRECAST PRESTRESSED CONCRETE EA 57,415.0000 631,565.00 11.000 631,565 BULB-TEE GIRDER (120'-130') 148 FURNISH PRECAST PRESTRESSED CONCRETE EA 57,415.0000 631,565.00 11.000 631,565 BULB-TEE GIRDER (130'-140') 149 ERECT PRECAST PRESTRESSED CONCRETE EA 12,130.0000 412,420.00 34.000 412,420 GIRDER 150 JOINT SEAL (MR 1/2") LF 60.0000 8,580.00 136.300 8,178 151 JOINT SEAL (MR 1 1/2") LF 75.0000 15,900.00 201.400 15,105 152 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 747,081.90 830,091.000 747,081 (F) 153 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 1,760,322.00 1,760,322.000 1,760,322 (F) 154 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 104,847.00 71,838.800 71,838 (F) 155 STRUCTURAL SHOTCRETE CY 918.0000 192,780.00 210.000 192,780 (F) 156 ASPHALT MEMBRANE WATERPROOFING SQFT 14.0000 4,354.00 311.000 4,354 (F) 157 FURNISH SIGN STRUCTURE (TRUSS) LB 2.4000 1,155,218.40 124,100.000 297,840.00 245,255.150 588,612 (F) PROGRAM CAS145 PAGE 7 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0234 TIME 10:11 AM ESTIMATE NO. 042 BID OPENING 06/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 144,402.30 124,100.000 37,230.00 234,053.970 70,216 (F) 159 REMOVE SIGN STRUCTURE (EA) EA 4,557.0000 59,241.00 6.000 27,342.00 12.000 54,684 160 REMOVE BRIDGE MOUNTED SIGN EA 2,497.0000 7,491.00 3.000 7,491 161 PEDESTRIAN BARRICADE (TYPE II EA 750.0000 10,500.00 14.000 10,500 MODIDFIED) 162 SOUND WALL (MASONRY BLOCK) SQFT 29.0000 456,953.00 15,757.000 456,953 (F) 163 PUBLIC SAFETY PLAN LS 10,000.0000 10,000.00 1.000 10,000 (F) 164 REMOVE RETAINING WALL (LF) LF 70.0000 398,020.00 5,353.000 374,710 165 REMOVE RETAINING WALL (PORTION) (LF) LF 65.0000 69,550.00 928.000 60,320 166 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.5000 5,345.00 0.000 0 167 REFINISH BRIDGE DECK SQFT 26.0000 20,436.00 0.000 0 168 FURNISH POLYESTER CONCRETE OVERLAY CF 106.0000 82,044.00 513.000 54,378 (F) 169 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.2000 43,508.40 6,302.000 32,770 (F) 170 REMOVE SOUND WALL (LF) LF 47.5000 47,025.00 993.000 47,167 171 CORE CONCRETE (6") LF 366.0000 2,928.00 0.000 0 172 BRIDGE REMOVAL, LOCATION A LS 44,925.0000 44,925.00 1.000 44,925 173 BRIDGE REMOVAL, LOCATION B LS 485,675.0000 485,675.00 1.000 485,675 174 BRIDGE REMOVAL (PORTION), LOCATION A LS 113,700.0000 113,700.00 1.000 113,700 175 BRIDGE REMOVAL (PORTION), LOCATION B LS 57,815.0000 57,815.00 1.000 57,815 176 COLUMN CASING LB 5.0000 146,345.00 29,269.000 146,345 (F) 177 18" ALTERNATIVE PIPE CULVERT LF 96.0000 62,400.00 10.000 960.00 678.400 65,126 178 24" ALTERNATIVE PIPE CULVERT LF 100.0000 976,200.00 5,856.100 585,610 179 30" ALTERNATIVE PIPE CULVERT LF 170.0000 10,370.00 60.500 10,285 180 36" ALTERNATIVE PIPE CULVERT LF 135.0000 114,750.00 846.600 114,291 181 18" REINFORCED CONCRETE PIPE LF 103.0000 101,970.00 20.000 2,060.00 683.400 70,390 182 24" REINFORCED CONCRETE PIPE LF 122.0000 156,526.00 1,456.100 177,644 183 36" REINFORCED CONCRETE PIPE LF 168.0000 176,400.00 1,221.400 205,195 184 18" POLYMERIC SHEET COATED LF 229.0000 572.50 0.000 0 CORRUGATED STEEL PIPE (0.079" THICK) PROGRAM CAS145 PAGE 8 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0234 TIME 10:11 AM ESTIMATE NO. 042 BID OPENING 06/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 24" POLYMERIC SHEET COATED LF 143.0000 6,149.00 54.000 7,722 CORRUGATED STEEL PIPE (0.079" THICK) 186 CHANNEL SUBDRAIN LF 54.5000 11,445.00 203.600 11,096 187 3" PLASTIC PIPE (EDGE DRAIN) LF 19.0000 152,380.00 5,140.000 97,660 188 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 198.0000 61,380.00 260.500 51,579 189 18" CORRUGATED STEEL PIPE RISER LF 328.0000 8,528.00 16.000 5,248 (.079" THICK) 190 GRATED LINE DRAIN LF 132.0000 180,840.00 877.000 115,764 191 CURB DRAIN EA 3,953.0000 3,953.00 0.000 0 192 48" CORRUGATED STEEL PIPE RISER LF 3,222.0000 19,332.00 3.000 9,666 (.079" THICK) 193 18" ALTERNATIVE FLARED END SECTION EA 550.0000 550.00 0.000 0 194 24" ALTERNATIVE FLARED END SECTION EA 1,045.0000 3,135.00 2.000 2,090 195 30" ALTERNATIVE FLARED END SECTION EA 1,009.0000 1,009.00 1.000 1,009 196 36" PRECAST CONCRETE PIPE INLET LF 600.0000 19,800.00 25.100 15,060 197 36" REINFORCED CONCRETE PIPE RISER LF 395.0000 43,450.00 60.300 23,818 198 ABANDON INLET EA 2,298.0000 2,298.00 1.000 2,298 199 ABANDON MANHOLE EA 2,373.0000 9,492.00 2.000 4,746 200 ABANDON PIPELINE EA 1,779.0000 5,337.00 1.000 1,779 201 REMOVE OVERSIDE DRAIN EA 1,230.0000 1,230.00 1.000 1,230 202 REMOVE PIPE (LF) LF 28.0000 291,200.00 6,724.100 188,274 203 REMOVE REINFORCED CONCRETE BOX CULVERT LF 58.0000 71,920.00 0.000 0 (LF) 204 REMOVE INLET EA 1,115.0000 144,950.00 73.000 81,395 205 REMOVE HEADWALL EA 1,077.0000 5,385.00 6.000 6,462 206 REMOVE MANHOLE EA 1,050.0000 10,500.00 7.000 7,350 207 REMOVE FLARED END SECTION (EA) EA 296.0000 296.00 0.000 0 208 ADJUST INLET EA 2,119.0000 4,238.00 1.000 2,119 209 REMOVE CONCRETE (CHANNEL) CY 162.0000 38,880.00 295.500 47,871 210 CAP INLET EA 1,615.0000 1,615.00 2.000 3,230 211 CAP MANHOLE EA 2,542.0000 2,542.00 1.000 2,542 PROGRAM CAS145 PAGE 9 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0234 TIME 10:11 AM ESTIMATE NO. 042 BID OPENING 06/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 GEOMEMBRANE LINER SQYD 38.0000 60,040.00 0.000 0 213 SAND BACKFILL CY 213.0000 5,325.00 0.000 0 214 REMOVE SLOPE PAVING (SQYD) SQYD 33.0000 25,740.00 568.000 18,744 215 CONCRETE (DITCH LINING) CY 612.0000 58,752.00 107.100 65,545 216 SLOPE PAVING (CONCRETE) CY 829.0000 90,361.00 115.300 95,583 217 ROCK SLOPE PROTECTION CY 141.0000 4,794.00 21.300 3,003 (20 LB, CLASS I, METHOD B) (CY) 218 CONCRETED-ROCK SLOPE PROTECTION CY 192.0000 78,720.00 407.000 78,144 W/STEEL FIBER (CLASS IV) 219 CONCRETED-ROCK SLOPE PROTECTION CY 194.0000 613,040.00 3,946.900 765,698 W/STEEL FIBER (CLASS IX) 220 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.0000 704.00 54.500 436 221 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 3.6000 5,688.00 1,350.660 4,862 222 MINOR CONCRETE (GUTTER) (LF) LF 35.0000 113,295.00 2,916.500 102,077 223 DETECTABLE WARNING SURFACE SQFT 50.0000 15,000.00 255.000 12,750 224 MINOR CONCRETE (MISCELLANEOUS CY 477.0000 138,330.00 302.270 144,182 CONSTRUCTION) 225 MINOR CONCRETE (CURB AND GUTTER) CY 416.0000 312,000.00 593.240 246,787 226 MINOR CONCRETE (ISLAND PAVING) CY 416.0000 45,760.00 76.600 31,865 227 MINOR CONCRETE (DRIVEWAY) CY 416.0000 12,480.00 56.260 23,404 228 MINOR CONCRETE (SIDEWALK) CY 416.0000 99,840.00 227.630 94,694 229 MINOR CONCRETE (TEXTURED PAVING) CY 497.0000 203,770.00 415.000 206,255 230 MINOR CONCRETE (CURB RAMP) CY 1,268.0000 53,256.00 26.600 33,728 231 REMOVE CONCRETE ISLAND (PORTIONS) (CY) CY 190.0000 19,000.00 93.100 17,689 232 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 113.0000 37,290.00 302.540 34,187 233 PRE/POST CONSTRUCTION SURVEYS EA 1,220.0000 25,620.00 4.000 4,880 234 MISCELLANEOUS IRON AND STEEL LB 1.2500 151,835.00 72,706.000 90,882 (F) 235 MISCELLANEOUS METAL (BRIDGE) LB 15.0000 11,145.00 600.000 9,000.00 600.000 9,000 (F) 236 MODIFYING LIGHTING SYSTEMS (CITY LS 19,716.0000 19,716.00 0.950 18,730 STREET) 237 MODIFYING SIGNAL AND LIGHTING LS 389,230.0000 389,230.00 0.400 155,692 SYSTEMS (CITY STREET) 238 RECONSTRUCT AESTHETIC FEATURE EA 3,065.0000 15,325.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0234 TIME 10:11 AM ESTIMATE NO. 042 BID OPENING 06/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 TEMPORARY FENCE LF 13.0000 72,670.00 5,996.000 77,948 240 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 105,000.00 4,581.000 96,201 241 4' CHAIN LINK GATE (TYPE CL-6) EA 1,194.0000 3,582.00 1.000 1,194.00 3.000 3,582 242 8' CHAIN LINK GATE (TYPE CL-6) EA 1,785.0000 3,570.00 1.000 1,785.00 1.000 1,785 243 12' CHAIN LINK GATE (TYPE CL-6) EA 3,205.0000 3,205.00 1.000 3,205 244 REMOVE CHAIN LINK FENCE LF 7.0000 34,790.00 200.000 1,400.00 4,440.000 31,080 245 REMOVE PAVEMENT MARKER EA 0.7000 19,040.00 2,818.000 1,972.60 9,780.000 6,846 246 REMOVE DELINEATOR EA 20.0000 2,400.00 0.000 0 247 DELINEATOR (CLASS 1) EA 42.0000 11,340.00 0.000 0 248 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 41,000.00 3,184.000 7,960.00 13,403.000 33,507 249 OBJECT MARKER (TYPE P) EA 48.5000 5,820.00 76.000 3,686 250 OBJECT MARKER (TYPE R) EA 145.0000 2,175.00 13.000 1,885 251 REMOVE ROADSIDE SIGN EA 51.0000 10,200.00 93.000 4,743 252 REMOVE ROADSIDE SIGN PANEL EA 127.0000 2,159.00 3.000 381.00 7.000 889 253 REMOVE SIGN PANEL EA 846.0000 3,384.00 0.000 0 254 SALVAGE ROADSIDE SIGN EA 382.0000 3,056.00 0.000 0 255 RELOCATE ROADSIDE SIGN EA 510.0000 5,100.00 7.000 3,570.00 7.000 3,570 256 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 123,760.00 160.000 4,480 257 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 30.0000 5,700.00 0.000 0 258 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 7,400.00 51.800 518.00 106.600 1,066 (0.063"-UNFRAMED) 259 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 7,650.00 18.900 170.10 74.400 669 FOR RETROREFLECTIVE SHEETING TYPE XI (0.063"-UNFRAMED) 260 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,980.00 13.600 149 (0.080"-UNFRAMED) 261 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 14,520.00 16.000 192.00 158.600 1,903 FOR RETROREFLECTIVE SHEETING TYPE XI (0.080"-UNFRAMED) 262 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 4,125.00 27.600 345 (0.063"-FRAMED) 263 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 13,095.00 155.500 2,099 FOR RETROREFLECTIVE SHEETING TYPE XI (0.080"-FRAMED) PROGRAM CAS145 PAGE 11 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0234 TIME 10:11 AM ESTIMATE NO. 042 BID OPENING 06/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 264 METAL (BARRIER MOUNTED SIGN) LB 12.0000 33,720.00 0.000 0 265 ROADSIDE SIGN - ONE POST EA 204.0000 32,640.00 7.000 1,428.00 62.000 12,648 266 ROADSIDE SIGN - TWO POST EA 301.0000 15,050.00 16.000 4,816 267 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 107.0000 5,350.00 11.000 1,177 METHOD) 268 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 21.5000 3,440.00 0.000 0 269 INSTALL SIGN PANEL ON CONCRETE EA 485.0000 4,850.00 0.000 0 BARRIER 270 INSTALL ROADSIDE SIGN PANEL ON EA 127.5000 1,785.00 3.000 382.50 4.000 510 EXISTING POST 271 INSTALL ROADSIDE SIGN EA 4,490.0000 8,980.00 2.000 8,980 (LAMINATED WOOD BOX POST) 272 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 28.5000 96,615.00 2,637.500 75,168 273 VEGETATION CONTROL (MINOR CONCRETE) SQYD 66.0000 133,320.00 1,637.330 108,063 274 CHAIN LINK RAILING LF 52.7500 25,109.00 476.000 25,109 (F) 275 CHAIN LINK RAILING (TYPE 7) LF 130.0000 78,260.00 602.000 78,260 (F) 276 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 345.0000 13,110.00 38.000 13,110 (F) 277 CABLE RAILING LF 26.0000 71,474.00 2,706.000 70,356 (F) 278 TRANSITION RAILING (TYPE WB-31) EA 3,737.0000 29,896.00 5.000 18,685 279 END CAP (TYPE A) EA 303.0000 606.00 1.000 303 280 END ANCHOR ASSEMBLY (TYPE SFT) EA 793.0000 8,723.00 9.000 7,137 281 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,530.0000 35,300.00 9.000 31,770 282 SEVERE-DUTY CRASH CUSHION EA 37,280.0000 372,800.00 10.000 372,800 283 CONCRETE BARRIER (TYPE 60MGA LF 127.0000 50,038.00 0.000 0 MODIFIED) 284 CONCRETE BARRIER (TYPE 60M) LF 158.0000 162,740.00 1,109.000 175,222 285 CONCRETE BARRIER (TYPE 60MC) LF 143.0000 127,270.00 890.000 127,270 286 CONCRETE BARRIER (TYPE 60MD) LF 85.0000 263,925.00 3,048.000 259,080 287 CONCRETE BARRIER (TYPE 60MG) LF 90.0000 159,300.00 0.000 0 288 CONCRETE BARRIER (TYPE 60MGC) LF 93.0000 461,280.00 0.000 0 289 CONCRETE BARRIER (TYPE 60MGF) LF 243.0000 294,030.00 0.000 0 290 CONCRETE BARRIER (TYPE 732SW LF 264.0000 166,320.00 598.500 158,004 (F) MODIFIED) PROGRAM CAS145 PAGE 12 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0234 TIME 10:11 AM ESTIMATE NO. 042 BID OPENING 06/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 291 CONCRETE BARRIER (TYPE 736SV) LF 221.0000 78,234.00 354.000 78,234 (F) 292 CONCRETE BARRIER (TYPE 842) LF 144.0000 29,232.00 203.000 29,232 (F) 293 CONCRETE BARRIER (TYPE 842A) LF 146.0000 538,740.00 3,690.000 538,740 (F) 294 CONCRETE BARRIER (TYPE 842B) LF 249.0000 200,196.00 502.000 124,998 (F) 295 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 156.0000 63,804.00 409.000 63,804 (F) 296 CONCRETE BARRIER (TYPE 842A LF 154.0000 178,178.00 1,157.000 178,178 (F) MODIFED) 297 REMOVE GUARDRAIL LF 7.0000 18,060.00 1,790.500 12,533 298 REMOVE CONCRETE BARRIER LF 17.0000 142,630.00 7,667.000 130,339.00 8,410.000 142,970 299 REMOVE CRASH CUSHION EA 2,020.0000 2,020.00 1.000 2,020 300 THERMOPLASTIC PAVEMENT MARKING SQFT 3.3000 24,255.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 301 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 395.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 302 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 7,038.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 303 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 47,380.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 304 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 107,600.00 123,765.000 24,753.00 544,987.000 108,997 305 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.5000 19,575.00 2,798.000 6,995.00 10,297.000 25,742 306 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 43,610.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 307 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 18,590.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 308 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 9,680.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 309 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 15,920.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 310 REMOVE PAINTED TRAFFIC STRIPE LF 0.1500 47,100.00 125,868.000 18,880.20 365,944.000 54,891 311 REMOVE PAINTED PAVEMENT MARKING SQFT 1.8500 59,570.00 2,013.000 3,724.05 5,042.000 9,327 312 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 27,600.00 2,494.000 498.80 149,882.000 29,976 313 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.8000 9,342.00 124.000 223.20 3,127.000 5,628 314 REMOVE CONTRAST TREATMENT SQFT 2.5000 12,325.00 5,630.000 14,075 PROGRAM CAS145 PAGE 13 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0234 TIME 10:11 AM ESTIMATE NO. 042 BID OPENING 06/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 315 ELECTRIC SERVICE FOR IRRIGATION LS 31,500.0000 31,500.00 0.900 28,350 316 SIGN ILLUMINATION SYSTEM LS 70,370.0000 70,370.00 0.950 66,851 317 CAMERA SYSTEMS LS 196,000.0000 196,000.00 0.720 141,120 318 FIBER OPTIC CABLE SYSTEMS LS 1,582,000.0000 1,582,000.00 0.830 1,313,060 319 TEMPORARY LIGHTING SYSTEMS LS 497,000.0000 497,000.00 0.950 472,150 320 MODIFYING LIGHTING SYSTEMS LS 1,464,000.0000 1,464,000.00 0.960 1,405,440 321 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 818,350.0000 818,350.00 0.900 736,515 322 MODIFYING RAMP METERING SYSTEMS LS 1,985,000.0000 1,985,000.00 0.900 1,786,500 323 MODIFYING TRAFFIC MONITORING STATIONS LS 61,615.0000 61,615.00 0.430 26,494 324 MODIFYING CHANGEABLE MESSAGE LS 99,250.0000 99,250.00 0.900 89,325 SIGN SYSTEMS 325 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 326 CONCRETED-ROCK SLOPE PROTECTION CY 297.0000 4,455.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) PROGRAM CAS145 PAGE 14 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0234 TIME 10:11 AM ESTIMATE NO. 042 BID OPENING 06/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,389,564.15 71,411,313.56 ADJUSTMENT OF COMPENSATION -14,608.00 858,225.42 EXTRA WORK 874,901.55 7,095,414.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,249,857.70 79,364,953.45 327 MOBILIZATION LS 8,968,379.0000 8,968,379.00 1.000 8,968,379 ORIGINAL CONTRACT AMOUNT 90,405,498.00 TOTAL WORK COMPLETED 2,249,857.70 88,333,332.45 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -104,231.02 TOTAL 2,249,857.70 88,229,101.43 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 10/13/20 1000 01/04/21 12/07/20 12/18/24 826 63 191 0 86% 69% PROGRESS IS SATISFACTORY NGUYEN, IRVIN RESIDENT ENGINEER