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 03/22/22 EST. NO. 128 TIME 06:24 PM R.E. NAME: LEON, DAN 07-138204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 03/22/22 EST. NO. 128 TIME 06:24 PM R.E. NAME: LEON, DAN 07-138204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NO NOISE MONITORING -5,000.00 004 DEC PROG SCH UPDATE -10,000.00 005 INITIAL BAT SURVEY -5,000.00 005 NO NOISE MONITORING 5,000.00 005 DEC PROG SCH UPDATE 10,000.00 006 INITIAL BAT SURVEY 5,000.00 006 TRIP REDUCTION PLAN -50,000.00 006 2-12 BMPTC01 OUTSPEC -50,000.00 006 FEB12 PROG SCH UPDAT -30,000.00 007 TRIP REDUCTION PLAN 50,000.00 007 2-12 BMPTC01 OUTSPEC 50,000.00 007 FEB12 PROG SCH UPDAT 30,000.00 008 APR12 PROG SCH UPDAT -100,000.00 009 MAY12 PROG SCH UPDAT -103,925.20 010 PCC10264(B)MOBILIZAT -4,506,499.99 010 APR 12 PROG SCH UPDA 100,000.00 011 MAY 12 PROG SCH UPDA 103,925.20 011 ITEM 132-134 INSPCTN -5,000.00 012 RESTAKE 19&20 8-8-11 -2,000.00 012 ITEM 234-248 INSPECT -5,000.00 013 PCC10264(B)MOBILIZAT 4,506,499.99 014 RESTAK69,74,75,78,84 -4,970.00 018 RESTK90-92,94,99,103 -5,325.00 020 NONPERFORM ITEMS 1&5 -390,275.85 027 RESTK105,106,107,138 -4,260.00 027 ITEM 150 INSPECTION -5,000.00 028 ITEM 151-155 INSPCTN -5,000.00 028 NONPERFORM ITEMS 1&5 390,275.85 029 NONPERFORM ITEM10&16 -200,000.00 031 NONPERFORM ITEM10&16 200,000.00 032 ANOMALY 7D 9E 9F 10D -9,794.33 033 CIDH ANOMALY 17D 22C -18,224.80 033 RESTAK155,184,187188 -2,840.00 033 CIDH ANOMALY 3D &14D -1,157.80 034 ITEM160 OUTOFST INSP -5,000.00 035 JPCP OUTOFSPEC110714 -715.75 035 MISSING ANNUAL 4401 -10,000.00 047 MISSING ANNUAL 4401 10,000.00 048 UNTESTED AREA BENT9A -636.43 053 EEO 1391 -20,000.00 055 ADM EEO 1391 20,000.00 056 RESTAKE #393 & 396 -1,420.00 060 RESTAKE #367 -710.00 062 MATLS KEPT BY FERMA -116,192.17 063 CPM PERFRMNC FAILURE -390,139.72 072 CPM PERFRMNC FAILURE 390,139.72 073 UDBE FHWA FIN W/HOLD -5,731,832.00 076 ANNUAL 2018 CEM 4401 -10,000.00 087 ANNUAL 2018 CEM 4401 10,000.00 091 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 03/22/22 EST. NO. 128 TIME 06:24 PM R.E. NAME: LEON, DAN 07-138204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- UDBE FHWA FIN W/HOLD 5,731,832.00 121 0.00 -193,246.28 EQUAL EMPLOYMENT OPPORTUNITY EEO 1391 -10,000.00 067 EEO 1391 10,000.00 068 EEO 1391 -50,000.00 081 EEO 1391 50,000.00 082 EEO -30,000.00 094 EEO 30,000.00 099 0.00 0.00 LABOR COMPLIANCE VIOLATION CPRS JULY/OCT/NOV -10,000.00 046 JANUARY CPR'S 2016 -4,000.00 048 CPRS JULY/OCT/NOV 10,000.00 049 JANUARY CPR'S 2016 4,000.00 049 MISS CPR'S APR 2016 -2,000.00 051 MISS CPR'S APR 2016 2,000.00 053 MSS CPRS APR 2016 -3,000.00 053 MSS CPRS APR 2016 3,000.00 055 MSS CPR'S DEC 2016 -2,000.00 059 MSS CPR'S DEC 2016 2,000.00 060 MSS CPR'S JAN 2017 -3,000.00 060 MSS CPR'S JAN 2017 3,000.00 062 MSS CPR'S FEB 2017 -1,000.00 062 MSS CPR'S FEB 2017 1,000.00 063 MSS CPR'S MAR 2017 -4,000.00 063 MISS CPR'S APRIL -2,000.00 064 MISS CPR'S APRIL 2,000.00 065 MSS CPR'S MAR 2017 4,000.00 065 LABOR VIOLATION -4,000.00 066 LABOR VIOLATION 4,000.00 068 CPR'S JUN&SEPT 2017 -8,000.00 069 CPR'S JUN&SEPT 2017 8,000.00 072 CPR'S SEPT-OCT-NOV -4,000.00 072 CPR'S JAN/FEB '18 -2,000.00 075 CPR'S APRIL '18 -4,000.00 077 CPR'S JAN/FEB '18 2,000.00 078 CPR'S SEPT-OCT-NOV 4,000.00 078 MSG CPR MAY18-JULY18 -10,000.00 081 CPR'S APRIL '18 4,000.00 082 CPR AUG '18 -1,000.00 084 MSG CPR MAY18-JULY18 10,000.00 084 CPR SEPT'18-OCT'18 -5,000.00 085 CPR SEPT'18-OCT'18 -5,000.00 087 CPR SEPT'18-OCT'18 5,000.00 088 DEC'18-JAN'19 -4,000.00 088 CPR AUG '18 1,000.00 089 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 03/22/22 EST. NO. 128 TIME 06:24 PM R.E. NAME: LEON, DAN 07-138204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- CPR MAR' 19-APR'19 -10,000.00 091 CPR SEPT'18-OCT'18 5,000.00 091 DEC'18-JAN'19 4,000.00 094 CPR MAR19 - APR19 10,000.00 096 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 262 -451,678.52 006 OVERBID ITEM NO. 262 -225,839.26 010 OVERBID ITEM NO. 262 -180,671.40 016 OVERBID ITEM NO. 262 -45,167.86 034 0.00 -903,357.04 TOTAL DEDUCTIONS 0.00 -1,096,603.32 PROGRAM CAS145 PAGE 1 DATE 03/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 06:24 PM ESTIMATE NO. 128 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/22 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 03/22/22 LOCATION PROGRESS ESTIMATE 07-LA-47-3.4/4.6 ----------------- M C M CONSTRUCTION INC IN LOS ANGELES COUNTY IN LONG BEACH 460 N. HENRY FORD AVENUE AND LOS ANGELES ON ROUTE 47 FROM WILMIMGTON, CA 90744 OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET FED. AID NO. NHBR-P047(10)N REPLACE STEEL BRIDGE WITH CIP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.750 18,750 002 TIME-RELATED OVERHEAD WDAY 3,500.0000 3,797,500.00 2,201.000 7,703,500 003 TEMPORARY FENCE (TYPE ESA) LF 3.0000 570.00 175.000 525 004 ESTABLISH MARINE ACCESS LS 7,000,000.0000 7,000,000.00 1.000 7,000,000 005 CONTRACTOR FURNISHED RESIDENT LS 48,000.0000 48,000.00 1.000 48,000 ENGINEER'S OFFICE 006 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 1.000 100,000 007 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 2.0000 50,000.00 6,110.000 12,220 009 TEMPORARY SILT FENCE LF 3.0000 51,000.00 2,035.000 6,105 010 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 12,000.00 14.000 21,000 011 TEMPORARY COVER SQYD 6.0000 3,600.00 22,532.000 135,192 012 TEMPORARY CHECK DAM LF 5.0000 600.00 312.000 1,560 013 MOVE-IN/MOVE-OUT EA 500.0000 15,000.00 9.000 4,500 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 12,000.00 113.000 33,900 015 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 90,800.00 39,008.000 39,008 (BONDED FIBER MATRIX) 016 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 50,000.0000 50,000.00 1.000 50,000 018 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 60.000 30,000 019 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 10.000 20,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 35,000.00 35.000 17,500 021 TEMPORARY ACTIVE TREATMENT SYSTEM LS 250,000.0000 250,000.00 0.000 0 022 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.899 26,970 PROGRAM CAS145 PAGE 2 DATE 03/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 06:24 PM ESTIMATE NO. 128 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/22 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 03/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 024 TRIP REDUCTION PROGRAM LS 250,000.0000 250,000.00 1.000 250,000 025 TYPE III BARRICADE EA 100.0000 3,700.00 70.000 7,000 026 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 19,000.00 601.000 30,050 027 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 6,000.00 2.000 2,000 028 TEMPORARY RAILING (TYPE K) LF 14.0000 436,800.00 33,760.000 472,640 029 TEMPORARY CRASH CUSHION MODULE EA 250.0000 85,000.00 356.000 89,000 030 TEMPORARY RETAINING WALL SQFT 16.0000 113,280.00 3,343.910 53,502 031 ASBESTOS HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000 032 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.7000 10,659.00 7,809.000 13,275 (HAZARDOUS WASTE) 033 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 120,000.0000 120,000.00 1.000 120,000 034 NATURAL RESOURCE PROTECTION PLAN LS 5,000.0000 5,000.00 1.000 5,000 035 PEREGRINE FALCON NEST EA 15,000.0000 15,000.00 1.000 15,000 036 NOISE MONITORING LS 95,000.0000 95,000.00 1.000 95,000 037 ABANDON INLET EA 1,900.0000 24,700.00 1.000 1,900 038 ABANDON PIPELINE LF 11.0000 17,270.00 707.000 7,777 039 REMOVE FENCE LF 5.0000 14,000.00 2,771.000 13,855 040 REMOVE GATE EA 250.0000 1,000.00 2.000 500 041 REMOVE METAL BEAM GUARD RAILING LF 9.0000 8,910.00 985.000 8,865 042 REMOVE PAINTED TRAFFIC STRIPE LF 0.7000 16,940.00 90,314.000 63,219 043 REMOVE PAINTED PAVEMENT MARKING SQFT 2.4000 648.00 3,289.000 7,893 044 REMOVE PAVEMENT MARKER EA 2.0000 2,560.00 5,421.000 10,842 045 REMOVE ROADSIDE SIGN EA 150.0000 450.00 3.000 450 046 REMOVE SIGN STRUCTURE EA 4,000.0000 8,000.00 2.000 8,000 047 REMOVE ROCK SLOPE PROTECTION CY 8.0000 34,880.00 4,356.000 34,848 048 REMOVE PIPE LF 42.0000 160,440.00 1,925.000 80,850 049 REMOVE INLET EA 1,600.0000 43,200.00 28.000 44,800 PROGRAM CAS145 PAGE 3 DATE 03/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 06:24 PM ESTIMATE NO. 128 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/22 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 03/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 051 REMOVE RETAINING WALL SQFT 12.0000 63,000.00 13,416.500 160,998 052 REMOVE CONCRETE PAVEMENT SQYD 3.0000 15,510.00 9,321.000 27,963 053 ADJUST INLET EA 3,000.0000 3,000.00 0.000 0 054 ADJUST MANHOLE TO GRADE EA 2,800.0000 2,800.00 4.000 11,200 055 REMOVE CONCRETE CURB LF 3.5000 2,695.00 700.000 2,450 056 REMOVE CONCRETE (CURB AND GUTTER) LF 6.0000 19,680.00 3,750.000 22,500 057 REMOVE CONCRETE SIDEWALK SQFT 1.5000 1,170.00 780.000 1,170 058 REMOVE CONCRETE BARRIER LF 20.0000 79,400.00 4,458.230 89,164 059 REMOVE CONCRETE ISLAND SQFT 1.0000 1,130.00 739.000 739 060 REMOVE CONCRETE (MISCELLANEOUS) SQFT 1.4000 4,424.00 2,139.000 2,994 061 PLUG PIPE EA 2,800.0000 2,800.00 1.000 2,800 062 REMOVE CRASH CUSHION EA 500.0000 1,500.00 3.000 1,500 063 BRIDGE REMOVAL (PORTION), LOCATION A LS 600,000.0000 600,000.00 1.000 600,000 064 BRIDGE REMOVAL (PORTION), LOCATION B LS 700,000.0000 700,000.00 1.000 700,000 065 BRIDGE REMOVAL (PORTION), LOCATION C LS 1,400,000.0000 1,400,000.00 1.000 1,400,000 066 BRIDGE REMOVAL (PORTION), LOCATION D LS 7,000,000.0000 7,000,000.00 0.000 0 067 BRIDGE REMOVAL (PORTION), LOCATION E LS 250,000.0000 250,000.00 1.000 250,000 068 CLEARING AND GRUBBING LS 60,000.0000 60,000.00 1.000 60,000 069 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 1.000 100,000 070 ROADWAY EXCAVATION CY 17.0000 328,100.00 51,307.190 872,222 071 ROADWAY EXCAVATION (TYPE Z-2) CY 158.0000 470,840.00 2,606.000 411,748 (AERIALLY DEPOSITED LEAD) 072 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500 073 ASBESTOS RELATED WORK LS 40,000.0000 40,000.00 1.000 40,000 074 COFFERDAM DEWATERING LS 65,000.0000 65,000.00 0.000 0 075 STRUCTURE EXCAVATION (TYPE A) CY 250.0000 1,793,750.00 7,228.630 1,807,157 (F) 076 STRUCTURE EXCAVATION (TYPE DC) CY 125.0000 229,750.00 1,838.000 229,750 (F) PROGRAM CAS145 PAGE 4 DATE 03/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 06:24 PM ESTIMATE NO. 128 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/22 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 03/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (TYPE SC) CY 120.0000 102,000.00 850.000 102,000 (F) 078 STRUCTURE EXCAVATION (TYPE GC) GAL 0.3000 1,390,500.00 4,109,393.000 1,232,817 079 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 13,890.00 463.000 13,890 (F) 080 STRUCTURE EXCAVATION (TYPE Z-2) CY 300.0000 258,000.00 858.000 257,400 (F) (AERIALLY DEPOSITED LEAD) 081 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 192,750.00 3,859.000 192,950 (F) 082 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 36,160.00 904.000 36,160 (F) 083 EARTH RETAINING STRUCTURE, LOCATION A SQFT 49.0000 105,840.00 2,160.000 105,840 (F) 084 EARTH RETAINING STRUCTURE, LOCATION B SQFT 49.0000 57,624.00 1,176.000 57,624 (F) 085 EARTH RETAINING STRUCTURE, LOCATION C SQFT 47.0000 195,050.00 4,150.000 195,050 (F) 086 EARTH RETAINING STRUCTURE, LOCATION D SQFT 48.0000 196,320.00 4,090.000 196,320 (F) 087 EARTH RETAINING STRUCTURE, LOCATION E SQFT 46.0000 278,300.00 6,050.000 278,300 (F) 088 IMPORTED BORROW CY 1.0000 187,000.00 153,997.900 153,997 089 HIGHWAY PLANTING LS 70,000.0000 70,000.00 1.000 70,000 090 IMPORTED TOPSOIL CY 40.0000 8,000.00 202.000 8,080 091 LANDSCAPE BOULDER 4'X3'X3' EA 500.0000 6,000.00 9.000 4,500 092 LANDSCAPE BOULDER 3'X3'X2' EA 350.0000 4,200.00 9.000 3,150 093 LANDSCAPE BOULDER 2'X2'X1 1/2' EA 250.0000 1,250.00 5.000 1,250 094 ROCK BLANKET (TYPE 2) SQFT 6.5000 1,053,000.00 0.000 0 095 ROCK BLANKET (TYPE 1) SQFT 7.0000 287,700.00 198,198.000 1,387,386 096 BROKEN CONCRETE CY 16.0000 185,600.00 6,734.000 107,744 097 PLANT ESTABLISHMENT WORK LS 35,000.0000 35,000.00 0.076 2,660.00 0.808 28,280 098 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 1.000 60,000 099 WATER METER (1" SIZE, LADWP) EA 2,800.0000 2,800.00 1.000 2,800 100 WATER METER EA 3,000.0000 3,000.00 1.000 3,000 (1-1/2" SIZE, PORT OF LONG BEACH) 101 IRRIGATION SLEEVE (2 1/2") LF 15.0000 1,290.00 86.000 1,290 102 IRRIGATION SLEEVE (6") LF 20.0000 6,600.00 357.000 7,140 103 12" CORRUGATED HIGH DENSITY LF 70.0000 11,900.00 313.000 21,910 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 5 DATE 03/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 06:24 PM ESTIMATE NO. 128 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/22 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 03/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CLASS 2 AGGREGATE BASE CY 28.0000 61,040.00 1,543.000 43,204 105 CLASS 3 AGGREGATE BASE CY 32.0000 220,480.00 7,666.700 245,334 106 LEAN CONCRETE BASE CY 200.0000 946,000.00 4,083.290 816,658 107 LEAN CONCRETE BASE RAPID SETTING CY 300.0000 87,000.00 162.000 48,600 108 HOT MIX ASPHALT (TYPE A) TON 108.0000 324,000.00 5,747.220 620,699 109 DATA CORE LS 4,000.0000 4,000.00 0.000 0 110 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 15.0000 1,500.00 296.400 4,446 111 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 12.0000 5,400.00 1,040.000 12,480 112 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 17.0000 1,105.00 325.000 5,525 113 PLACE HOT MIX ASPHALT SQYD 100.0000 1,200.00 20.000 2,000 (MISCELLANEOUS AREA) 114 TACK COAT TON 775.0000 1,550.00 0.000 0 115 JOINTED PLAIN CONCRETE PAVEMENT CY 250.0000 2,725,000.00 9,605.630 2,401,407 116 CONCRETE PAVEMENT CY 350.0000 234,500.00 391.000 136,850 (RAPID STRENGTH CONCRETE) 117 SEAL PAVEMENT JOINT LF 4.5000 84,600.00 35,530.000 159,885 118 SEAL LONGITUDINAL ISOLATION JOINT LF 8.2500 174,075.00 3,708.000 30,591 119 TIE BAR EA 31.0000 7,130.00 1,256.000 38,936 120 DOWEL BAR EA 44.0000 15,840.00 1,973.000 86,812 121 GRIND EXISTING ASPHALT CONCRETE PAVEMENT SQFT 1.3500 12,960.00 14,400.000 19,440 (WEIGH-IN-MOTION) 122 GRIND EXISTING CONCRETE PAVEMENT SQFT 1.3500 11,475.00 14,200.000 19,170 (WEIGH-IN-MOTION) 123 FURNISH 18" STEEL PIPE PILING LF 350.0000 3,368,750.00 9,625.000 3,368,750 124 DRIVE 18" STEEL PIPE PILE EA 1,000.0000 77,000.00 65.000 65,000 125 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 100.0000 417,500.00 0.000 0 126 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 150.0000 1,125,150.00 0.000 0 127 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 504,000.00 532.200 532,200 128 120" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 6,374,000.00 6,572.000 6,572,000 PILING 129 156" CAST-IN-DRILLED-HOLE CONCRETE LF 1,400.0000 1,500,800.00 1,074.000 1,503,600 PILING 130 132" CAST-IN-DRILLED-HOLE CONCRETE LF 1,100.0000 3,467,200.00 1,933.000 2,126,300 PILING PROGRAM CAS145 PAGE 6 DATE 03/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 06:24 PM ESTIMATE NO. 128 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/22 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 03/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 144" CAST-IN-DRILLED-HOLE CONCRETE LF 1,300.0000 7,660,900.00 5,748.000 7,472,400 PILING 132 132" PERMANENT STEEL CASING LF 1,400.0000 2,039,800.00 1,396.000 1,954,400 133 144" PERMANENT STEEL CASING LF 2,400.0000 3,612,000.00 1,463.000 3,511,200 134 156" PERMANENT STEEL CASING LF 1,900.0000 2,023,500.00 1,067.500 2,028,250 135 PRESTRESSING CAST-IN-PLACE CONCRETE LS 4,000,000.0000 4,000,000.00 1.000 4,000,000 136 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2,400,000.0000 2,400,000.00 1.000 2,400,000 (TRANSVERSE) 137 PRESTRESSING CAST-IN-PLACE CONCRETE LS 750,000.0000 750,000.00 1.000 750,000 (HIGH-STRENGTH BARS) 138 TEMPORARY HINGE TIEDOWN ANCHOR EA 12,000.0000 96,000.00 8.000 96,000 139 SEAL COURSE CONCRETE CY 75.0000 365,850.00 4,887.750 366,581 140 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 327,900.00 1,151.000 345,300 (F) 141 STRUCTURAL CONCRETE, BRIDGE CY 550.0000 37,690,400.00 68,528.000 37,690,400 (F) 142 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 208,950.00 618.000 216,300 (F) 143 STRUCTURAL CONCRETE, BARRIER SLAB CY 350.0000 215,250.00 615.000 215,250 (F) 144 STRUCTURAL CONCRETE, APPROACH SLAB CY 450.0000 160,200.00 356.000 160,200 (F) (TYPE N) 145 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 605,000.00 365.700 365,700 (F) 146 FRACTURED RIB TEXTURE WITH WAVE PATTERN SQFT 40.0000 148,960.00 3,788.000 151,520 147 PRECAST CONCRETE ISOLATION CASING CY 500.0000 761,000.00 1,522.000 761,000 (F) 148 FURNISH PRECAST CONCRETE FENDER MODULE EA 50,000.0000 2,400,000.00 48.000 2,400,000 149 ERECT PRECAST CONCRETE FENDER MODULE EA 5,000.0000 240,000.00 48.000 240,000 150 PTFE SPHERICAL BEARING EA 8,500.0000 603,500.00 71.000 603,500 151 JOINT SEAL ASSEMBLY (MR=33") LF 4,500.0000 495,000.00 104.360 469,620 152 JOINT SEAL ASSEMBLY (MR=42") LF 4,700.0000 517,000.00 107.570 505,579 153 JOINT SEAL ASSEMBLY (MR=54") LF 3,600.0000 1,357,200.00 366.380 1,318,968 154 JOINT SEAL ASSEMBLY (MR=60") LF 3,700.0000 1,875,900.00 513.750 1,900,875 155 JOINT SEAL ASSEMBLY (MR=24") LF 4,400.0000 334,400.00 73.010 321,244 156 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 18,331,600.00 25,471,605.950 17,830,124 (F) 157 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 136,536.00 52,270.000 41,816 (F) PROGRAM CAS145 PAGE 7 DATE 03/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 06:24 PM ESTIMATE NO. 128 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/22 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 03/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 BAR REINFORCING STEEL (EPOXY COATED) LB 0.9000 621,000.00 690,000.000 621,000 (F) (BRIDGE) 159 HEADED BAR REINFORCEMENT EA 26.0000 402,870.00 15,495.000 402,870 (F) 160 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8000 495,124.80 130,796.000 497,024 (F) 161 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 39,088.80 130,796.000 39,238 (F) 162 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 19.0000 31,540.00 1,660.000 31,540 163 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 4,160.00 739.500 5,916 (0.063"-UNFRAMED) 164 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 880.00 127.050 1,016 (0.080"-UNFRAMED) 165 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 17,400.00 1,760.670 17,606 (0.063"-FRAMED) 166 METAL (BARRIER MOUNTED SIGN) LB 15.0000 20,850.00 1,731.000 25,965 167 HISTORIC BRIDGE PLAQUES LS 6,500.0000 6,500.00 1.000 6,500 168 ROADSIDE SIGN - ONE POST EA 150.0000 8,700.00 74.000 11,100 169 ROADSIDE SIGN - TWO POST EA 250.0000 750.00 4.000 1,000 170 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 140.0000 1,540.00 30.000 4,200 METHOD) 171 TREATED LUMBER AND TIMBER MFBM 1,500.0000 16,500.00 11.000 16,500 (F) 172 PLASTIC LUMBER CY 1,500.0000 190,500.00 127.000 190,500 (F) 173 UHMW SHEATHING SQFT 18.0000 221,400.00 12,300.000 221,400 (F) 174 REMOVE RAILROAD TRACK LS 46,000.0000 46,000.00 1.000 46,000 175 RAILROAD TRACK LS 450,000.0000 450,000.00 1.000 450,000 176 12" ALTERNATIVE PIPE CULVERT LF 74.0000 207,200.00 3,146.250 232,822 177 18" REINFORCED CONCRETE PIPE LF 125.0000 202,500.00 861.000 107,625 178 24" REINFORCED CONCRETE PIPE LF 230.0000 310,500.00 952.000 218,960 179 30" REINFORCED CONCRETE PIPE LF 260.0000 88,400.00 293.000 76,180 180 36" REINFORCED CONCRETE PIPE LF 290.0000 40,600.00 304.000 88,160 181 48" REINFORCED CONCRETE PIPE LF 550.0000 137,500.00 280.200 154,110 182 51" REINFORCED CONCRETE PIPE LF 560.0000 504,000.00 897.900 502,824 183 15" SLOTTED CORRUGATED PIPE LF 90.0000 57,600.00 768.000 69,120 184 CLEAN OUT EA 850.0000 33,150.00 39.000 33,150 PROGRAM CAS145 PAGE 8 DATE 03/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 06:24 PM ESTIMATE NO. 128 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/22 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 03/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 DRAINAGE INLET MARKER EA 100.0000 2,500.00 27.000 2,700 186 42" WELDED STEEL PIPE CASING LF 520.0000 130,000.00 243.000 126,360 187 30" ASPHALT COATED AND WRAPPED LF 630.0000 176,400.00 272.500 171,675 WELDED STEEL PIPE 188 18" CONCRETE FLARED END SECTION EA 1,550.0000 1,550.00 1.000 1,550 189 DRAINAGE MANHOLE EA 20,000.0000 240,000.00 14.000 280,000 190 MODIFY SANITARY SEWER SYSTEM LS 350,000.0000 350,000.00 1.000 350,000 191 ROCK SLOPE PROTECTION(GRANULAR MATERIAL) CY 330.0000 8,910.00 27.200 8,976 192 ROCK SLOPE PROTECTION FABRIC SQYD 10.0000 860.00 86.000 860 193 MINOR CONCRETE (CURB) CY 500.0000 10,000.00 45.980 22,990 194 MINOR CONCRETE (CURB AND GUTTER) CY 460.0000 55,200.00 135.890 62,509 195 MINOR CONCRETE (CONCRETE MOW STRIP) CY 580.0000 20,880.00 0.000 0 196 MINOR CONCRETE (ISLAND PAVING) CY 720.0000 43,200.00 50.900 36,648 197 MINOR CONCRETE (CROSS GUTTER) CY 460.0000 11,960.00 25.600 11,776 198 MINOR CONCRETE (SIDEWALK) CY 320.0000 5,120.00 12.800 4,096 199 MINOR CONCRETE (CURB RAMP) CY 2,300.0000 4,600.00 0.000 0 200 MISCELLANEOUS IRON AND STEEL LB 1.2000 423,828.00 178,758.000 214,509 (F) 201 MISCELLANEOUS METAL (BRIDGE) LB 2.0000 946,380.00 473,190.000 946,380 (F) 202 BRIDGE DECK DRAINAGE SYSTEM LB 2.0000 595,960.00 297,980.000 595,960 (F) 203 MODIFY WATER SYSTEM LS 290,000.0000 290,000.00 1.000 290,000 204 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 31,650.00 2,297.000 34,455 205 20' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 4,500.00 1.000 1,500 206 SURVEY MONUMENT EA 1,500.0000 15,000.00 10.000 15,000 207 DELINEATOR (CLASS 1) EA 50.0000 9,000.00 180.000 9,000 208 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 2,200.00 22.000 2,200 209 METAL BEAM GUARD RAILING (WOOD POST) LF 23.0000 13,110.00 470.000 10,810 210 TRANSITION RAILING (TYPE WB) EA 3,200.0000 16,000.00 3.000 9,600 211 END CAP (TYPE A) EA 35.0000 70.00 2.000 70 PROGRAM CAS145 PAGE 9 DATE 03/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 06:24 PM ESTIMATE NO. 128 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/22 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 03/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 END CAP (TYPE TC) EA 85.0000 510.00 5.000 425 213 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 2,400.00 3.000 1,800 214 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 16,000.00 4.000 8,000 215 CRASH CUSHION (REACT 9CBB) EA 45,000.0000 90,000.00 0.000 0 216 BIRD RAILING LF 350.0000 462,000.00 1,320.000 462,000 (F) 217 BICYCLE RAILING LF 200.0000 1,449,600.00 7,248.000 1,449,600 (F) 218 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 156.0000 35,880.00 320.000 49,920 219 CONCRETE BARRIER (TYPE 60) LF 143.0000 18,590.00 700.000 100,100 220 CONCRETE BARRIER (TYPE 60A) LF 55.0000 175,285.00 2,825.000 155,375 (F) 221 CONCRETE BARRIER (TYPE 60C) LF 71.0000 32,660.00 451.500 32,056 222 CONCRETE BARRIER (TYPE 60D) LF 56.0000 41,160.00 735.000 41,160 (F) 223 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 45.0000 803,385.00 17,686.000 795,870 (F) 224 CONCRETE BARRIER (TYPE 736B) LF 50.0000 3,000.00 80.000 4,000 225 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 22,672.00 73,510.000 19,112 226 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 4,080.00 12,887.000 10,309 227 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 12,250.00 4,999.000 17,496 228 PAINT TRAFFIC STRIPE (2-COAT) LF 0.6000 84,000.00 203,300.000 121,980 229 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.4000 6,264.00 10,203.000 24,487 230 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 5,004.00 0.000 0 231 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 13,980.00 4,466.000 13,398 232 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000 SYSTEM ELEMENTS DURING CONSTRUCTION 233 WORK AT LOS ANGELES REGIONAL TRAFFIC LS 15,000.0000 15,000.00 1.000 15,000 MANAGEMENT CENTER 234 SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 1.000 200,000 235 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 1.000 100,000 236 LIGHTING (TEMPORARY) LS 30,000.0000 30,000.00 1.000 30,000 237 LIGHTING (CITY) LS 300,000.0000 300,000.00 1.000 300,000 238 LIGHTING (NAVIGATION) LS 100,000.0000 100,000.00 1.000 100,000 PROGRAM CAS145 PAGE 10 DATE 03/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 06:24 PM ESTIMATE NO. 128 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/22 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 03/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 LIGHTING AND SIGN ILLUMINATION LS 750,000.0000 750,000.00 1.000 750,000 240 EXTINGUISHABLE MESSAGE SIGN LS 60,000.0000 60,000.00 1.000 60,000 241 COMMUNICATION SYSTEM LS 900,000.0000 900,000.00 1.000 900,000 242 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM LS 70,000.0000 70,000.00 1.000 70,000 (LOCATION 1) 243 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM LS 80,000.0000 80,000.00 1.000 80,000 (LOCATION 2) 244 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 (LOCATION 3) 245 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 (CITY) 246 RAMP METERING SYSTEM (LOCATION 1) LS 80,000.0000 80,000.00 1.000 80,000 247 RAMP METERING SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 1.000 100,000 248 WEIGH-IN-MOTION SYSTEM LS 90,000.0000 90,000.00 1.000 90,000 249 MODIFY SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 1.000 90,000 250 SEISMIC MONITORING SYSTEM LS 80,000.0000 80,000.00 1.000 80,000 251 SYSTEM TESTING AND DOCUMENTATION LS 45,000.0000 45,000.00 1.000 45,000 252 MODIFY PORT OF LONG BEACH CONDUIT SYSTEM LS 280,000.0000 280,000.00 1.000 280,000 253 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 254 TEMPORARY FENCE (TYPE CL-6) LF 6.5000 5,980.00 816.000 5,304 255 MARINE PILE DRIVING ENERGY ATTENUATOR LS 100,000.0000 100,000.00 1.000 100,000 256 MAINTAINING EXISTING PUMP SYSTEM LS 15,000.0000 15,000.00 1.000 15,000 257 CEMENT DEEP SOIL MIXING LS 4,000,000.0000 4,000,000.00 1.000 4,000,000 258 24" WELDED STEEL PIPE (.250" THICK) LF 270.0000 440,100.00 1,764.900 476,523 259 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 260 FURNISH STEEL PILING (W14 X 120) LF 72.0000 17,280.00 0.000 0 261 DRIVE STEEL PILE (W14 X 120) EA 1,500.0000 6,000.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 03/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 06:24 PM ESTIMATE NO. 128 BID OPENING 05/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/22 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 03/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,660.00 153,869,722.67 ADJUSTMENT OF COMPENSATION 0.00 75,467,858.32 EXTRA WORK 0.00 141,673,956.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,660.00 371,011,537.82 262 MOBILIZATION LS 18,929,357.0000 18,929,357.00 1.000 18,929,357 ORIGINAL CONTRACT AMOUNT 180,259,999.60 TOTAL WORK COMPLETED 2,660.00 389,940,894.82 MATERIALS ON HAND ON SITE 903,357.04 DEDUCTIONS 0.00 -1,096,603.32 TOTAL 2,660.00 389,747,648.54 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 262 MOBILIZATION 18,025,999.96 18,929,357.00 903,357.04 DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/13/11 1135 11/14/11 09/06/11 05/26/22 2336 281 999 50 100% 100% PROGRESS IS SATISFACTORY LEON, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/22