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 03/22/23 EST. NO. 046 TIME 01:53 PM R.E. NAME: HONG, JOHN 12-0K0224 --------------------------------------------------------------------------- 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 0330 1,195.69 E.W. @ F.A.(+) 011223 N 1629.0 0331 4,481.75 021223 N 1633.0 0333 311.08 010523 N 1603.1 0334 103.71 011223 N 1629.1 0335 1,408.98 012623 N 1638.0 0337 380.71 021323 N 1643.0 0338 287.49 021423 N 1644.0 0339 287.49 021523 N 1645.0 0340 287.49 021623 N 1646.0 0342 2,168.81 021223 N 1649.0 002 0062 1,034.00 E.W. @ F.A.(+) 083122 N 1631.0 006 0107 1,028.57 E.W. @ F.A.(+) 020223 N 1627.0 010 0001 74,026.93 A.C. @ L.S.(+) 031323 N 1634.0 017 0155 96.70 E.W. @ F.A.(+) 012323 N 1619.2 0157 3,153.65 021023 N 1637.0 0159 2,029.27 022223 N 1652.0 037 0415 430.54 E.W. @ F.A.(+) 121422 N 1572.1 0416 161.45 121522 N 1573.1 0430 4,020.50 111622 N 1542.1 040 0006 7,192.30 E.W. @ F.A.(+) 030121 N 1621.0 0007 4,648.45 030221 N 1622.0 0008 8,031.03 030521 N 1623.0 0009 5,221.46 041921 N 1624.0 0010 1,179.59 041921 N 1624.1 123,167.64 TOTAL THIS ESTIMATE 12,737,450.13 TOTAL PREVIOUS ESTIMATE 12,860,617.77 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 03/22/23 EST. NO. 046 TIME 01:53 PM R.E. NAME: HONG, JOHN 12-0K0224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM4401-2019 -10,000.00 009 RET CEM4401/CY2019 10,000.00 011 RW 75 CIDH PILES (5) -2,500.00 011 EL TORO BENT 3 CIDH -2,000.00 013 LA PAZ UC BENT2 CIDH -6,000.00 014 LA PAZ LOOP &UC CIDH -4,000.00 015 LP LOOP ABUT 1 #2,10 -1,000.00 016 LP UC ABUT 1 #7,16 -1,000.00 016 RW 21 PILES #8,10 -1,000.00 016 LA PAZ ABUT 3 CIDH -13,000.00 017 BI #139 SOURCE INSPC -5,000.00 019 CEM4401 CY2020 -10,000.00 021 ETW ABUT 1 P#7,9,21 -1,500.00 025 ETW ABUT 1 (7 PILES) -3,500.00 026 ETW ABUT 1 P#27 -500.00 027 CEM 4401 CY 2021 -10,000.00 033 LP UC ABUT 3 #51,57 -1,000.00 040 LP UC BENT 2 PILES -34,000.00 043 0.00 -96,000.00 TOTAL DEDUCTIONS 0.00 -96,000.00 PROGRAM CAS145 PAGE 1 DATE 03/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 01:53 PM ESTIMATE NO. 046 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/22/23 LOCATION PROGRESS ESTIMATE 12-ORA-5-14.5/17.1 ----------------- FLATIRON WEST, INC. IN ORA CO, IN MISSION VIEJO AND 12121 SCRIPPS SUMMIT DRIVE LAGUNA HILLS, ON ROUTE 5 FROM 0.7 SUITE 400 SAN DIEGO CA 92123 MILE S OF OSO PKWY TO 0.3 MILE S OF ALICIA PKWY OC FED. AID NO. TPLN-6212(22)N ADD ONE LANE IN EACH DIRECTION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.500 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,500.0000 7,425,000.00 141.000 1,057,500.00 923.000 6,922,500 004 CONSTRUCTION AREA SIGNS LS 220,000.0000 220,000.00 0.150 33,000.00 0.950 209,000 005 TRAFFIC CONTROL SYSTEM LS 2,565,000.1000 2,565,000.10 0.010 25,650.00 0.720 1,846,800 006 TYPE II BARRICADE EA 100.0000 1,800.00 18.000 1,800 007 TYPE III BARRICADE EA 175.0000 21,000.00 59.000 10,325 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,850.00 466.000 16,310 009 PORTABLE DELINEATOR EA 45.0000 1,710.00 38.000 1,710 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 50,000.0000 50,000.00 0.666 33,300 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,500.0000 172,500.00 1.000 7,500.00 26.000 195,000 012 TEMPORARY RAILING (TYPE K) LF 9.0000 927,000.00 1,480.000 13,320.00 61,508.000 553,572 013 TEMPORARY CRASH CUSHION MODULE EA 175.0000 117,250.00 273.000 47,775 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,500.0000 71,500.00 17.000 93,500 015 TEMPORARY TRAFFIC SCREEN LF 2.0000 193,200.00 38,593.000 77,186 016 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.010 2,000.00 0.720 144,000 017 PREPARE STORM WATER POLLUTION PREVENTION LS 7,500.0000 7,500.00 0.500 3,750 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 60,000.00 4.000 2,000.00 35.000 17,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 35,000.00 3.000 1,500.00 28.000 14,000 020 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 3.000 6,000 021 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 78,000.00 110,645.000 66,387 (BONDED FIBER MATRIX) 022 TEMPORARY COVER SQYD 2.6000 70,460.00 510.000 1,326 PROGRAM CAS145 PAGE 2 DATE 03/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 01:53 PM ESTIMATE NO. 046 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 19.0000 13,300.00 564.000 10,716 024 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 46,000.00 101.000 20,200 025 TEMPORARY FIBER ROLL LF 3.0000 159,000.00 50.000 150.00 69,388.000 208,164 026 TEMPORARY GRAVEL BAG BERM LF 18.0000 25,920.00 73.000 1,314 027 TEMPORARY SILT FENCE LF 3.5000 113,750.00 18,507.000 64,774 028 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 180,000.00 8.000 36,000 029 STREET SWEEPING LS 480,000.0000 480,000.00 0.010 4,800.00 0.720 345,600 030 TEMPORARY CONCRETE WASHOUT LS 150,000.0000 150,000.00 0.010 1,500.00 0.720 108,000 031 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 300.0000 4,200.00 115.000 34,500 032 WATER QUALITY MONITORING REPORT EA 300.0000 6,000.00 6.000 1,800 033 ASBESTOS COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 33,160.00 27,689.000 11,075 STRIPE (HAZARDOUS WASTE) 035 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 1.000 10,000 036 TREATED WOOD WASTE LB 0.5000 86,000.00 96,590.000 48,295 037 NOISE MONITORING LS 8,500.0000 8,500.00 1.000 8,500 038 VIBRATION MONITORING LS 145,000.0000 145,000.00 0.900 130,500 039 SURVEY AND MONITORING OF EXISTING LS 80,000.0000 80,000.00 0.500 40,000 NON-HIGHWAY FACILITIES 040 BUILDING SURVEY LS 15,000.0000 15,000.00 0.500 7,500 041 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 2.4000 1,800.00 741.000 1,778 042 TEMPORARY HIGH-VISIBILITY FENCE LF 6.0000 2,880.00 250.000 1,500 043 CLEARING AND GRUBBING (LS) LS 1,325,000.0000 1,325,000.00 0.980 1,298,500 044 DUST PALLIATIVE LS 23,000.0000 23,000.00 0.180 4,140 045 ROADWAY EXCAVATION CY 23.0000 8,441,000.00 7,489.000 172,247.00 273,597.300 6,292,737 046 ROADWAY EXCAVATION (TYPE Y-1) CY 55.0000 1,254,000.00 17,381.000 955,955 (AERIALLY DEPOSITED LEAD) 047 STRUCTURE EXCAVATION (BRIDGE) CY 52.0000 908,752.00 14,180.000 737,360 (F) 048 STRUCTURE EXCAVATION (TYPE A) CY 950.0000 325,850.00 343.000 325,850 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) CY 105.0000 5,177,025.00 48,832.000 5,127,360 (F) PROGRAM CAS145 PAGE 3 DATE 03/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 01:53 PM ESTIMATE NO. 046 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 45.0000 44,595.00 991.000 44,595 (F) 051 STRUCTURE EXCAVATION (GROUND ANCHOR CY 100.0000 29,700.00 20.000 2,000.00 297.000 29,700 (F) WALL) 052 STRUCTURE BACKFILL (BRIDGE) CY 40.0000 681,920.00 14,102.000 564,080 (F) 053 STRUCTURE BACKFILL (RETAINING WALL) CY 72.0000 2,232,648.00 29,939.500 2,155,644 (F) 054 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 295.0000 11,210.00 0.000 0 (F) 055 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 295.0000 6,490.00 22.000 6,490 (F) 056 GROUND MONITORING LS 110,000.0000 110,000.00 0.750 82,500 057 DITCH EXCAVATION CY 20.0000 32,600.00 109.000 2,180 058 IMPORTED BORROW (CY) CY 15.0000 18,000.00 910.000 13,650 059 ROCK BLANKET SQFT 9.8000 161,700.00 0.000 0 060 RELOCATE IRRIGATION CONTROLLER EA 1,550.0000 7,750.00 2.000 3,100 061 PLANT (GROUP A) EA 32.0000 960.00 0.000 0 062 MAINTAIN EXISTING PLANTED AREAS LS 152,200.0000 152,200.00 0.250 38,050 063 PLANT ESTABLISHMENT WORK LS 21,400.0000 21,400.00 0.000 0 064 GRAVEL MULCH SQFT 5.0000 25,950.00 0.000 0 065 CHECK AND TEST EXISTING IRRIGATION LS 22,400.0000 22,400.00 1.000 22,400 FACILITIES 066 OPERATE EXISTING IRRIGATION FACILITIES LS 78,100.0000 78,100.00 0.058 4,529 067 REMOVE IRRIGATION FACILITY LS 71,300.0000 71,300.00 0.750 53,475 068 CONTROL AND NEUTRAL CONDUCTORS LS 74,900.0000 74,900.00 0.000 0 069 1" REMOTE CONTROL VALVE EA 330.0000 6,930.00 0.000 0 070 1 1/2" REMOTE CONTROL VALVE EA 450.0000 2,700.00 0.000 0 071 2" REMOTE CONTROL VALVE EA 480.0000 480.00 0.000 0 072 3" REMOTE CONTROL VALVE EA 1,750.0000 1,750.00 0.000 0 073 3" WYE STRAINER ASSEMBLY EA 650.0000 650.00 0.000 0 074 6" SUPPLY LINE (BRIDGE) LF 95.0000 30,780.00 162.000 15,390 075 6"GALVANIZED STEEL PIPE (SUPPLY LINE ON LF 50.0000 20,000.00 0.000 0 (F) BRIDGE) 076 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 58.0000 8,700.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 01:53 PM ESTIMATE NO. 046 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RISER SPRINKLER ASSEMBLY EA 39.0000 12,090.00 0.000 0 078 3" GATE VALVE EA 1,250.0000 18,750.00 0.000 0 079 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.5000 96,300.00 0.000 0 (F) LINE) 080 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.5000 9,180.00 0.000 0 (F) (SUPPLY LINE) 081 2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 8,950.00 0.000 0 (F) (SUPPLY LINE) 082 3" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 34,560.00 0.000 0 (F) (SUPPLY LINE) 083 6" PLASTIC PIPE (SCHEDULE 40) LF 11.0000 99,440.00 0.000 0 (F) (SUPPLY LINE) 084 3" PLASTIC PIPE (CLASS 315) LF 8.5000 5,950.00 0.000 0 (F) (SUPPLY LINE) 085 6" PLASTIC PIPE (CLASS 315) LF 11.0000 440.00 0.000 0 (F) (SUPPLY LINE) 086 PRESSURE REGULATING VALVE EA 2,940.0000 2,940.00 0.000 0 087 BALL VALVE EA 1,290.0000 20,640.00 0.000 0 088 12" CORRUGATED HIGH DENSITY LF 90.0000 66,600.00 470.000 42,300 POLYETHYLENE PIPE CONDUIT 089 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 0.000 0 090 DRY SEED (SQFT) SQFT 0.1100 14,740.00 0.000 0 091 BONDED FIBER MATRIX (SQFT) SQFT 0.0800 72,320.00 0.000 0 092 HYDROMULCH SQFT 0.0300 7,800.00 0.000 0 093 HYDROSEED SQFT 0.0600 15,600.00 0.000 0 094 COMPOST (CY) CY 40.0000 20,000.00 0.000 0 095 INCORPORATE MATERIALS SQFT 0.1500 24,150.00 0.000 0 096 PERMANENT EROSION CONTROL ESTABLISHMENT LS 5,000.0000 5,000.00 0.000 0 WORK 097 FINISHING ROADWAY LS 40,000.0000 40,000.00 0.000 0 098 CLASS 2 AGGREGATE SUBBASE CY 20.0000 1,546,000.00 1,144.000 22,880.00 66,199.150 1,323,983 099 CLASS 2 AGGREGATE BASE (CY) CY 37.0000 2,201,500.00 1,945.000 71,965.00 42,301.000 1,565,137 100 LEAN CONCRETE BASE CY 120.0000 1,190,400.00 494.000 59,280.00 8,176.750 981,210 101 LEAN CONCRETE BASE RAPID SETTING CY 338.0000 321,100.00 136.000 45,968 102 BASE BOND BREAKER SQYD 0.5000 42,500.00 2,899.000 1,449.50 64,669.000 32,334 103 PREPAVING INERTIAL PROFILER LS 40,000.0000 40,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 01:53 PM ESTIMATE NO. 046 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PREPAVING GRINDING DAY EA 6,500.0000 130,000.00 0.000 0 105 PRIME COAT TON 3,400.0000 180,200.00 0.000 0 106 HOT MIX ASPHALT (TYPE A) TON 94.0000 2,613,200.00 1,839.060 172,871.64 17,899.780 1,682,579 107 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 107.0000 898,800.00 857.910 91,796.37 4,351.810 465,643 108 PLACE HOT MIX ASPHALT DIKE LF 5.7500 105,800.00 2,939.000 16,899 109 PLACE HOT MIX ASPHALT SQYD 81.0000 5,994.00 0.000 0 (MISCELLANEOUS AREA) 110 TACK COAT TON 785.0000 47,885.00 2.430 1,907.55 9.830 7,716 111 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 10,100.00 18,245.000 9,122 112 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.6000 35,046.00 900.000 5,940 113 JOINTED PLAIN CONCRETE PAVEMENT CY 240.0000 7,104,000.00 1,479.000 354,960.00 23,602.000 5,664,480 114 JOINTED PLAIN CONCRETE PAVEMENT CY 450.0000 1,237,500.00 368.000 165,600 (RSC) 115 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 425.0000 59,500.00 0.000 0 116 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 15.0000 526,500.00 1,418.000 21,270.00 24,808.000 372,120 117 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 5.2500 61,950.00 9,341.000 49,040 118 GRIND EXISTING CONCRETE SQYD 6.2500 200,000.00 34,529.800 215,811 PAVEMENT 119 GROUND ANCHOR (VERTICAL) EA 2,500.0000 880,000.00 352.000 880,000 120 GROUND ANCHOR (SUBHORIZONTAL) EA 3,000.0000 330,000.00 11.000 33,000.00 102.000 306,000 121 SOIL NAIL LF 22.0000 621,302.00 30,546.000 672,012 122 CONCRETE BLOCK SLOUGH WALL SQFT 43.0000 13,330.00 0.000 0 123 MECHANICALLY STABILIZED EMBANKMENT, SQFT 180.0000 2,244,600.00 0.000 0 (F) LOCATION A 124 MECHANICALLY STABILIZED EMBANKMENT, SQFT 120.0000 1,226,760.00 10,223.000 1,226,760 (F) LOCATION B 125 MECHANICALLY STABILIZED EMBANKMENT, SQFT 85.0000 657,050.00 7,730.000 657,050 (F) LOCATION C 126 MECHANICALLY STABILIZED EMBANKMENT, SQFT 100.0000 229,100.00 2,291.000 229,100 (F) LOCATION D 127 MECHANICALLY STABILIZED EMBANKMENT, SQFT 92.0000 289,340.00 3,145.000 289,340 (F) LOCATION E 128 MECHANICALLY STABILIZED EMBANKMENT, SQFT 100.0000 34,400.00 344.000 34,400 (F) LOCATION F 129 TEMPORARY SUPPORT LS 50,000.0000 50,000.00 1.000 50,000 130 JACKING SUPERSTRUCTURE (LOCATION A) LS 110,000.0000 110,000.00 1.000 110,000 PROGRAM CAS145 PAGE 6 DATE 03/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 01:53 PM ESTIMATE NO. 046 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 JACKING SUPERSTRUCTURE (LOCATION B) LS 165,000.0000 165,000.00 0.000 0 132 FURNISH STEEL PILING (HP 14 X 117) LF 75.0000 280,200.00 3,736.000 280,200 133 DRIVE STEEL PILE (HP 14 X 117) EA 2,600.0000 239,200.00 92.000 239,200 134 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 55.0000 23,100.00 0.000 0 135 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 106.0000 2,232,148.00 16,983.250 1,800,224 136 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 980.0000 1,515,080.00 1,238.000 1,213,240 137 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 68.0000 60,860.00 935.000 63,580 138 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,600.0000 284,800.00 178.000 284,800 139 FURNISH 24" CAST-IN-STEEL SHELL LF 100.0000 541,800.00 5,468.000 546,800 CONCRETE PILING 140 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 16,100.0000 1,416,800.00 89.000 1,432,900 PILE 141 16" CAST-IN-DRILLED-HOLE CONCRETE LF 58.0000 26,100.00 420.000 24,360 PILING (BARRIER) 142 16" CAST-IN-DRILLED-HOLE CONCRETE LF 56.0000 194,432.00 3,625.000 203,000 PILING (SOUND WALL) 143 24" CAST-IN-DRILLED-HOLE CONCRETE LF 130.0000 5,720.00 45.500 5,915 PILING (SOUND WALL) 144 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,140.0000 90,060.00 40.000 45,600 PILE (SIGN FOUNDATION) 145 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,110.0000 288,600.00 136.000 150,960 PILE (SIGN FOUNDATION) 146 24" CAST-IN-DRILLED-HOLE CONCRETE LF 118.0000 757,088.00 6,416.000 757,088 PILING (RETAINING WALL) 147 PRESTRESSING CAST-IN-PLACE CONCRETE LS 290,000.0000 290,000.00 0.820 237,800 148 SEAL COURSE CONCRETE CY 345.0000 75,210.00 0.000 0 149 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 365.0000 930,020.00 2,172.000 792,780 (F) 150 STRUCTURAL CONCRETE, BRIDGE CY 1,075.0000 6,193,075.00 4,999.000 5,373,925 (F) 151 STRUCTURAL CONCRETE, BRIDGE CY 765.0000 1,832,175.00 2,131.200 1,630,368 (F) (POLYMER FIBER) 152 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 1,490.0000 34,270.00 0.000 0 (F) 153 STRUCTURAL CONCRETE, RETAINING WALL CY 380.0000 6,570,960.00 17,131.000 6,509,780 (F) 154 STRUCTURAL CONCRETE, BARRIER SLAB CY 600.0000 874,800.00 1,457.000 874,200 (F) 155 AGGREGATE BASE (APPROACH SLAB) CY 210.0000 4,410.00 0.000 0 156 STRUCTURAL CONCRETE, APPROACH SLAB CY 655.0000 725,740.00 293.000 191,915.00 996.250 652,543 (F) (TYPE N) 157 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,135.0000 230,405.00 26.400 29,964 (TYPE R) PROGRAM CAS145 PAGE 7 DATE 03/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 01:53 PM ESTIMATE NO. 046 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL CONCRETE, BOX CULVERT CY 2,100.0000 90,300.00 43.000 90,300 (F) 159 STRUCTURAL CONCRETE, HEADWALL CY 1,290.0000 9,030.00 6.650 8,578 (F) 160 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,700.0000 1,039,500.00 12.360 33,372.00 243.190 656,613 (F) 161 MINOR CONCRETE (MINOR STRUCTURE) CY 860.0000 441,180.00 2.000 1,720.00 72.360 62,229 (F) 162 MINOR CONCRETE (BACKFILL) CY 165.0000 96,855.00 357.500 58,987 (F) 163 PAVING NOTCH EXTENSION CF 910.0000 77,350.00 7.200 6,552 164 ARCHITECTURAL TREATMENT (CUSTOM SCENES) SQFT 30.0000 72,420.00 2,414.000 72,420 (F) 165 CONCRETE SURFACE TEXTURE (SLATE PATTERN) SQFT 10.0000 512,090.00 900.000 9,000.00 50,346.000 503,460 (F) 166 CONCRETE SURFACE TEXTURE (STACKED STONE) SQFT 7.0000 43,603.00 5,166.000 36,162 (F) 167 FRACTURED RIB TEXTURE SQFT 7.5000 138,690.00 13,150.000 98,625 (F) 168 DRILL AND BOND DOWEL LF 18.0000 22,248.00 1,321.500 23,787 169 FURNISH PRECAST PRESTRESSED CONCRETE EA 21,000.0000 378,000.00 18.000 378,000 GIRDER (60'-70') 170 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,000.0000 207,000.00 9.000 207,000 GIRDER (70'-80') 171 ERECT PRECAST PRESTRESSED CONCRETE EA 7,600.0000 205,200.00 27.000 205,200 GIRDER 172 JOINT SEAL (MR 1/2") LF 75.0000 5,550.00 93.000 6,975.00 93.000 6,975 173 JOINT SEAL (MR 1") LF 36.0000 29,268.00 645.000 23,220 174 JOINT SEAL (MR 1 1/2") LF 65.0000 33,475.00 198.000 12,870 175 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 400.0000 17,200.00 41.000 16,400 176 JOINT SEAL ASSEMBLY (MR 3") LF 440.0000 15,400.00 32.000 14,080 177 BAR REINFORCING STEEL (BRIDGE) LB 1.2500 4,239,696.25 2,840,667.680 3,550,834 (F) 178 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2500 3,684,531.25 511.000 638.75 2,931,440.490 3,664,300 (F) 179 BAR REINFORCING STEEL (BOX CULVERT) LB 1.3500 9,414.90 6,974.000 9,414 (F) 180 BAR REINFORCING STEEL (EPOXY COATED) LB 1.5000 1,912.50 1,275.000 1,912 (F) (BRIDGE) 181 HEADED BAR REINFORCEMENT EA 55.0000 5,280.00 50.000 2,750 (F) 182 STRUCTURAL SHOTCRETE CY 1,500.0000 522,000.00 10.000 15,000.00 348.000 522,000 (F) 183 STRUCTURAL STEEL (BRIDGE) LB 9.0000 117,108.00 11,246.000 101,214 (F) 184 FURNISH SIGN STRUCTURE (TRUSS) LB 4.2500 999,600.00 111,900.000 475,575 (F) PROGRAM CAS145 PAGE 8 DATE 03/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 01:53 PM ESTIMATE NO. 046 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 70,560.00 111,900.000 33,570 (F) 186 REMOVE SIGN STRUCTURE (EA) EA 4,000.0000 60,000.00 14.000 56,000 187 RELOCATE SIGN STRUCTURE EA 10,000.0000 10,000.00 0.000 0 188 SOUND WALL (MASONRY BLOCK) SQFT 18.0000 465,444.00 25,839.000 465,102 (F) 189 ACCESS GATE (SOUND WALL) EA 10,000.0000 10,000.00 1.000 10,000 (F) 190 REPAIR SPALLED SURFACE AREA SQFT 170.0000 95,200.00 11.000 1,870 191 REMOVE RETAINING WALL (LF) LF 65.0000 112,450.00 1,330.000 86,450 192 REFINISH BRIDGE DECK SQFT 14.0000 17,500.00 0.000 0 193 REMOVE SOUND WALL (LF) LF 40.0000 49,600.00 1,232.000 49,280 194 CORE CONCRETE (1") LF 75.0000 18,000.00 240.000 18,000 195 CORE CONCRETE (4") LF 100.0000 2,600.00 0.000 0 196 BRIDGE REMOVAL, LOCATION A LS 280,000.0000 280,000.00 0.900 252,000 197 BRIDGE REMOVAL, LOCATION B LS 500,000.0000 500,000.00 1.000 500,000 198 BRIDGE REMOVAL, LOCATION C LS 355,000.0000 355,000.00 0.500 177,500 199 BRIDGE REMOVAL (PORTION), LOCATION A LS 90,000.0000 90,000.00 1.000 90,000 200 BRIDGE REMOVAL (PORTION), LOCATION B LS 70,000.0000 70,000.00 0.800 56,000 201 18" ALTERNATIVE PIPE CULVERT LF 78.0000 55,380.00 97.700 7,620.60 552.000 43,056 202 24" ALTERNATIVE PIPE CULVERT LF 85.0000 315,350.00 117.400 9,979.00 1,934.400 164,424 203 18" REINFORCED CONCRETE PIPE LF 100.0000 41,000.00 370.000 37,000 204 24" REINFORCED CONCRETE PIPE LF 100.0000 921,000.00 228.200 22,820.00 6,654.400 665,440 205 30" REINFORCED CONCRETE PIPE LF 120.0000 255,600.00 2,161.000 259,320 206 36" REINFORCED CONCRETE PIPE LF 170.0000 54,400.00 344.000 58,480 207 DRAINAGE INLET MARKER EA 200.0000 2,000.00 0.000 0 208 36" BITUMINOUS COATED CORRUGATED STEEL LF 440.0000 32,560.00 51.500 22,660 PIPE INLET (.138" THICK) 209 GRATED LINE DRAIN LF 160.0000 92,800.00 180.400 28,864 210 12" BITUMINOUS COATED CORRUGATED STEEL LF 375.0000 24,000.00 11.800 4,425 PIPE RISER (.079" THICK) 211 8" DUCTILE IRON PIPE LF 81.0000 16,200.00 182.730 14,801 PROGRAM CAS145 PAGE 9 DATE 03/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 01:53 PM ESTIMATE NO. 046 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 WELDED STEEL PIPE CASING (BRIDGE) LF 135.0000 41,580.00 0.000 0 213 24" CONCRETE FLARED END SECTION EA 1,750.0000 8,750.00 3.000 5,250 214 30" CONCRETE FLARED END SECTION EA 2,400.0000 2,400.00 1.000 2,400 215 18" ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 1.000 600 216 24" ALTERNATIVE FLARED END SECTION EA 780.0000 7,800.00 4.000 3,120 217 36" PRECAST CONCRETE PIPE MANHOLE LF 500.0000 16,000.00 15.600 7,800 218 ABANDON CULVERT (LF) LF 16.5000 122,595.00 4,380.000 72,270 219 ABANDON INLET EA 670.0000 42,210.00 39.000 26,130 220 REMOVE ROCK SLOPE PROTECTION CY 18.0000 80,640.00 3,232.000 58,176 221 REMOVE CULVERT (LF) LF 15.5000 35,805.00 1,174.500 18,204 222 REMOVE DOWNDRAIN (EA) EA 1,050.0000 12,600.00 10.000 10,500 223 REMOVE INLET EA 690.0000 31,050.00 1.000 690.00 21.000 14,490 224 REMOVE HEADWALL EA 625.0000 5,625.00 11.000 6,875 225 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 160.0000 160.00 0.000 0 226 REMOVE FLARED END SECTION (EA) EA 260.0000 1,820.00 2.000 520 227 ADJUST INLET EA 1,150.0000 4,600.00 1.000 1,150.00 2.000 2,300 228 ADJUST MANHOLE TO GRADE EA 1,650.0000 6,600.00 0.000 0 229 ADJUST VALVE BOX FRAME AND COVER TO EA 825.0000 2,475.00 0.000 0 GRADE 230 REMOVE CONCRETE (CHANNEL) CY 30.0000 6,600.00 6.000 180 231 CAP INLET EA 1,550.0000 13,950.00 6.000 9,300 232 SAND BACKFILL CY 125.0000 96,250.00 105.100 13,137 233 CONCRETE (DITCH LINING) CY 510.0000 153,000.00 70.800 36,108 234 SLOPE PAVING (CONCRETE) CY 790.0000 80,580.00 0.000 0 235 ROCK SLOPE PROTECTION CY 52.0000 11,960.00 230.000 11,960 (1T, CLASS VIII, METHOD A) 236 ROCK SLOPE PROTECTION CY 85.0000 311,950.00 4,408.030 374,682 (300 LB, CLASS IV, METHOD B) (CY) 237 ROCK SLOPE PROTECTION CY 105.0000 29,400.00 208.550 21,897 (150 LB, CLASS III, METHOD B) (CY) 238 ROCK SLOPE PROTECTION CY 60.0000 21,600.00 480.000 28,800 (1T, CLASS VIII, METHOD B) PROGRAM CAS145 PAGE 10 DATE 03/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 01:53 PM ESTIMATE NO. 046 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 ROCK SLOPE PROTECTION CY 135.0000 7,155.00 10.900 1,471 (20 LB, CLASS I, METHOD B) (CY) 240 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 18,450.00 5,137.800 15,413 241 MINOR CONCRETE (GUTTER) (LF) LF 25.0000 138,200.00 5,062.000 126,550 242 DETECTABLE WARNING SURFACE SQFT 40.0000 7,600.00 42.000 1,680 243 MINOR CONCRETE (MISCELLANEOUS CY 615.0000 393,600.00 77.810 47,853 CONSTRUCTION) 244 MINOR CONCRETE (TEXTURED PAVING) CY 360.0000 180,000.00 149.000 53,640 245 REMOVE CONCRETE (CURB AND GUTTER) LF 2.2500 25,425.00 825.000 1,856.25 2,897.000 6,518 246 REMOVE CONCRETE (SIDEWALK, DRIVEWAY AND SQYD 11.0000 41,250.00 312.000 3,432.00 1,687.500 18,562 ISLAND) 247 PRE/POST CONSTRUCTION SURVEYS EA 3,000.0000 51,000.00 0.000 0 248 BOOSTER PUMP LS 53,000.0000 53,000.00 0.000 0 249 MISCELLANEOUS IRON AND STEEL LB 1.2500 132,120.00 2,900.000 3,625.00 66,084.000 82,605 (F) 250 ISOLATION CASING LB 8.0000 19,032.00 2,379.000 19,032 (F) 251 AUTOMATIC RETRACTABLE SCREEN EA 1,400.0000 35,000.00 0.000 0 252 BRIDGE DECK DRAINAGE SYSTEM LB 15.0000 161,355.00 10,757.000 161,355 (F) 253 WELDED WIRE MESH FENCE(TYPE WWM-6) LF 55.0000 48,950.00 0.000 0 254 TEMPORARY FENCE (TYPE CL-6) LF 15.0000 28,350.00 355.000 5,325 255 TEMPORARY FENCE (TYPE CL-6, WITH PRIVACY LF 19.0000 35,530.00 952.000 18,088 SCREEN) 256 CHAIN LINK FENCE (TYPE CL-6) LF 31.0000 160,580.00 1,273.000 39,463.00 3,316.000 102,796 257 5' CHAIN LINK GATE (TYPE CL-6) EA 950.0000 5,700.00 5.000 4,750.00 6.000 5,700 258 12' WELDED WIRE MESH GATE (TYPE WWM-6) EA 2,800.0000 8,400.00 0.000 0 259 REMOVE CHAIN LINK FENCE LF 9.0000 43,740.00 140.000 1,260.00 4,678.000 42,102 260 REMOVE PAVEMENT MARKER EA 1.0000 30,800.00 110.000 110.00 9,478.000 9,478 261 DELINEATOR (CLASS 1) EA 60.0000 15,600.00 0.000 0 262 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 36,000.00 110.000 220.00 7,063.000 14,126 263 OBJECT MARKER (TYPE L-1) EA 50.0000 550.00 0.000 0 264 REMOVE ROADSIDE SIGN EA 100.0000 21,000.00 26.000 2,600 265 REMOVE ROADSIDE SIGN EA 75.0000 2,400.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) PROGRAM CAS145 PAGE 11 DATE 03/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 01:53 PM ESTIMATE NO. 046 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 REMOVE ROADSIDE SIGN PANEL EA 75.0000 525.00 0.000 0 267 REMOVE SIGN PANEL EA 200.0000 2,200.00 3.000 600 268 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.0000 11,440.00 56.000 1,456 269 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.0000 63,180.00 1,080.000 28,080 FOR RETROREFLECTIVE SHEETING (TYPE XI) 270 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 28.0000 1,708.00 0.000 0 271 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 16,440.00 0.000 0 (0.063"-UNFRAMED) 272 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 5,760.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 273 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 8,760.00 0.000 0 (0.080"-UNFRAMED) 274 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,800.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 275 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 3,780.00 0.000 0 (0.063"-FRAMED) 276 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 5,850.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 277 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 2,700.00 0.000 0 (0.080"-FRAMED) 278 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 8,850.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 279 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 21,650.00 1,080.000 5,400 280 METAL (ROADSIDE SIGN) LB 3.0000 3,900.00 0.000 0 281 METAL (BARRIER MOUNTED SIGN) LB 6.5000 31,720.00 0.000 0 282 ROADSIDE SIGN - ONE POST EA 280.0000 36,400.00 0.000 0 283 ROADSIDE SIGN - TWO POST EA 700.0000 31,500.00 0.000 0 284 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 180.0000 9,180.00 0.000 0 METHOD) 285 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 250.0000 1,250.00 0.000 0 286 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.0000 7,560.00 354.100 3,186 287 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 1,050.00 0.000 0 EXISTING POST 288 INSTALL ROADSIDE SIGN EA 1,000.0000 1,000.00 0.000 0 (LAMINATED WOOD BOX POST) 289 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 1,750.0000 49,000.00 0.000 0 290 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 45.0000 239,400.00 639.000 28,755 PROGRAM CAS145 PAGE 12 DATE 03/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 01:53 PM ESTIMATE NO. 046 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 291 VEGETATION CONTROL (MINOR CONCRETE) SQYD 52.0000 204,360.00 256.700 13,348 292 CHAIN LINK RAILING LF 72.0000 34,272.00 476.000 34,272 (F) 293 CHAIN LINK RAILING (TYPE 7) LF 83.0000 98,604.00 1,188.000 98,604 (F) 294 DOUBLE THRIE BEAM BARRIER LF 67.0000 20,770.00 0.000 0 295 CABLE RAILING LF 25.0000 137,100.00 4,858.000 121,450 (F) 296 TRANSITION RAILING (TYPE WB-31) EA 3,950.0000 71,100.00 2.000 7,900 297 END CAP (TYPE TC) EA 225.0000 4,275.00 2.000 450 298 END ANCHOR ASSEMBLY (TYPE SFT) EA 870.0000 4,350.00 1.000 870 299 END ANCHOR ASSEMBLY (TYPE CA) EA 1,200.0000 1,200.00 0.000 0 300 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,100.0000 94,300.00 2.000 8,200 301 ALTERNATIVE CRASH CUSHION EA 42,000.0000 84,000.00 0.000 0 302 CONCRETE BARRIER (TYPE 60M) LF 150.0000 904,500.00 840.000 126,000 303 CONCRETE BARRIER (TYPE 60MD) LF 95.0000 313,690.00 2,157.000 204,915 304 CONCRETE BARRIER (TYPE 60MGA) LF 155.0000 34,720.00 0.000 0 305 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 79.0000 219,541.00 2,779.000 219,541 306 CONCRETE BARRIER (TYPE 60MGA MODIFIED) LF 145.0000 44,080.00 0.000 0 (F) 307 CONCRETE BARRIER (TYPE 736) LF 74.0000 21,534.00 291.000 21,534 (F) 308 CONCRETE BARRIER (TYPE 736A) LF 77.0000 132,979.00 1,727.000 132,979 (F) 309 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 73.0000 297,183.00 187.000 13,651.00 3,286.000 239,878 (F) 310 CONCRETE BARRIER (TYPE 736S) LF 99.0000 43,263.00 440.000 43,560 (F) 311 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 170.0000 6,630.00 49.000 8,330.00 49.000 8,330 (F) 312 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 94.0000 44,744.00 476.000 44,744 (F) 313 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 78.0000 51,246.00 1,403.000 109,434 (F) 314 CONCRETE BARRIER (TYPE 736SV) LF 135.0000 167,400.00 731.000 98,685 (F) 315 REMOVE GUARDRAIL LF 9.0000 70,290.00 87.000 783.00 6,092.000 54,828 316 REMOVE CONCRETE BARRIER LF 18.0000 102,780.00 5,413.000 97,434 317 SALVAGE CRASH CUSHION EA 1,100.0000 2,200.00 2.000 2,200 PROGRAM CAS145 PAGE 13 DATE 03/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 01:53 PM ESTIMATE NO. 046 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 318 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 40,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 319 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 860.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 320 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 8,580.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 321 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 58,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 322 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1500 106,200.00 2,900.000 435.00 327,787.000 49,168 323 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.5000 3,585.00 275.000 412.50 300.000 450 324 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 54,740.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 325 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 174.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 326 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 13,230.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 327 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 9,540.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 328 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 25,110.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 329 REMOVE PAINTED TRAFFIC STRIPE LF 0.2500 70,750.00 2,262.000 565.50 37,298.000 9,324 330 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 61,950.00 180,756.000 63,264 331 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 9,930.00 275.000 412.50 1,619.000 2,428 332 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.500 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 333 MODIFYING EXISTING ELECTRICAL SYSTEM LS 5,615,000.0000 5,615,000.00 0.010 56,150.00 0.840 4,716,600 334 CLOSED CIRCUIT TELEVISION SYSTEM LS 270,000.0000 270,000.00 0.010 2,700.00 0.610 164,700 PROGRAM CAS145 PAGE 14 DATE 03/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 01:53 PM ESTIMATE NO. 046 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,593,583.16 91,537,791.45 ADJUSTMENT OF COMPENSATION 74,026.93 1,848,744.49 EXTRA WORK 49,140.71 11,011,873.28 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,716,750.80 104,398,409.22 335 MOBILIZATION LS 12,900,000.0000 12,900,000.00 1.000 12,900,000 ORIGINAL CONTRACT AMOUNT 129,773,276.00 TOTAL WORK COMPLETED 2,716,750.80 117,298,409.22 MATERIALS ON HAND ON SITE -4,179.14 901,595.79 DEDUCTIONS 0.00 -96,000.00 TOTAL 2,712,571.66 118,104,005.01 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 04/04/19 1240 06/13/19 05/29/19 06/24/24 790 158 115 0 84% 58% PROGRESS IS SATISFACTORY HONG, JOHN RESIDENT ENGINEER