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 05/22/12 EST. NO.09 TIME 08:39 AM R.E. NAME: SUI, HAMMER 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 --------------------------------------------------------------------------- 001 0004 306.22 E.W. @ F.A.(+) 032112 Y 0052.0 0005 712.03 032312 Y 0069.0 0006 57.96 032812 Y 0070.0 0007 418.26 032612 Y 0094.0 002 0003 4,044.02 E.W. @ U.P (+) 022312 Y 0096.0 019 0001 534.16 E.W. @ F.A.(+) 042412 Y 0117.0 021 0002 -7,044.44 A.C. @ L.S.(-) 051612 N C-2 0 023 0001 25,940.82 A.C. @ L.S.(+) 051512 N C-1 0 0002 1,398.41 051512 N C-2 0 031 0029 3,304.84 E.W. @ F.A.(+) 030212 Y 0022.0 0030 4,051.65 030412 Y 0026.0 0031 1,875.89 031512 Y 0053.0 0032 1,875.89 031612 Y 0054.0 0034 3,096.73 031712 Y 0056.0 0035 3,260.37 031812 Y 0057.0 0036 3,828.82 031812 Y 0058.0 0037 1,754.87 031912 Y 0060.0 0038 2,255.09 032012 Y 0061.0 0039 1,031.31 032012 Y 0062.0 0040 1,767.49 032012 Y 0063.0 0041 2,255.09 032112 Y 0064.0 0042 1,772.67 032112 Y 0065.0 0043 2,255.09 032212 Y 0066.0 0044 1,773.12 032212 Y 0067.0 0045 2,255.09 032312 Y 0068.0 0046 2,651.59 032412 Y 0073.0 0047 3,340.76 032412 Y 0074.0 0048 3,260.37 032512 Y 0075.0 0049 3,828.82 032512 Y 0076.0 0050 2,255.09 032612 Y 0077.0 0051 1,773.12 032612 Y 0078.0 0052 2,255.09 032712 Y 0079.0 0053 1,773.12 032712 Y 0080.0 0054 2,255.09 032812 Y 0081.0 0055 1,769.01 032812 Y 0082.0 0056 2,255.09 032912 Y 0083.0 0057 1,773.12 032912 Y 0084.0 0058 1,773.12 033012 Y 0085.0 0059 2,255.09 033012 Y 0086.0 0060 1,808.93 033112 Y 0087.0 0062 6,933.14 022912 N 0098.0 0063 4,175.08 030112 N 0099.0 0065 1,307.06 030212 N 0101.0 0066 6,527.30 030212 N 0102.0 0067 6,277.18 030312 N 0103.0 0068 7,931.50 030312 N 0104.0 0069 3,844.72 022812 N 0107.0 0070 1,773.12 032312 Y 0095.0 0073 3,212.88 031412 N 0110.0 0074 5,504.19 031412 N 0111.0 0075 4,205.10 033012 N 0112.0 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 05/22/12 EST. NO.09 TIME 08:39 AM R.E. NAME: SUI, HAMMER 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 --------------------------------------------------------------------------- 0078 1,436.57 040612 N 0115.0 152,936.70 TOTAL THIS ESTIMATE 172,981.96 TOTAL PREVIOUS ESTIMATE 325,918.66 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 05/22/12 EST. NO.09 TIME 08:39 AM R.E. NAME: SUI, HAMMER 07-138204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NO NOISE MONITORING -5,000.00 04 DEC PROG SCH UPDATE -10,000.00 05 INITIAL BAT SURVEY -5,000.00 05 NO NOISE MONITORING 5,000.00 05 DEC PROG SCH UPDATE 10,000.00 06 INITIAL BAT SURVEY 5,000.00 06 TRIP REDUCTION PLAN -50,000.00 06 2-12 BMPTC01 OUTSPEC -50,000.00 06 FEB12 PROG SCH UPDAT -30,000.00 07 TRIP REDUCTION PLAN 50,000.00 07 2-12 BMPTC01 OUTSPEC 50,000.00 07 FEB12 PROG SCH UPDAT 30,000.00 08 APR12 PROG SCH UPDAT -100,000.00 09 -100,000.00 -100,000.00 OVERBID ITEMS OVERBID ITEM NO. 262 -451,678.52 06 0.00 -451,678.52 TOTAL DEDUCTIONS -100,000.00 -551,678.52 PROGRAM CAS145 PAGE 1 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 08:39 AM ESTIMATE NO. 09 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 05/20/12 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 05/22/12 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.250 6,250.00 002 TIME-RELATED OVERHEAD WDAY 3,500.0000 3,797,500.00 19.000 66,500.00 118.000 413,000.00 003 TEMPORARY FENCE (TYPE ESA) LF 3.0000 570.00 175.000 525.00 004 ESTABLISH MARINE ACCESS LS 0.0000 7,000,000.00 0.745 5,215,000.00 005 CONTRACTOR FURNISHED RESIDENT LS 48,000.0000 48,000.00 0.020 960.00 0.060 2,880.00 ENGINEER'S OFFICE 006 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.018 1,800.00 0.126 12,600.00 007 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.008 40.00 0.540 2,700.00 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 2.0000 50,000.00 1,119.000 2,238.00 1,419.000 2,838.00 009 TEMPORARY SILT FENCE LF 3.0000 51,000.00 160.000 480.00 160.000 480.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 12,000.00 2.000 3,000.00 4.000 6,000.00 011 TEMPORARY COVER SQYD 6.0000 3,600.00 3,903.000 23,418.00 4,203.000 25,218.00 012 TEMPORARY CHECK DAM LF 5.0000 600.00 20.000 100.00 20.000 100.00 013 MOVE-IN/MOVE-OUT EA 500.0000 15,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 12,000.00 7.000 2,100.00 015 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 90,800.00 0.000 0.00 (BONDED FIBER MATRIX) 016 STREET SWEEPING LS 100,000.0000 100,000.00 0.018 1,800.00 0.126 12,600.00 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 50,000.0000 50,000.00 0.040 2,000.00 0.100 5,000.00 018 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 4.000 2,000.00 7.000 3,500.00 019 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 0.000 0.00 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 35,000.00 4.000 2,000.00 4.000 2,000.00 021 TEMPORARY ACTIVE TREATMENT SYSTEM LS 250,000.0000 250,000.00 0.000 0.00 022 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 -0.214 -6,420.00 0.336 10,080.00 PROGRAM CAS145 PAGE 2 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 08:39 AM ESTIMATE NO. 09 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 05/20/12 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.018 1,800.00 0.054 5,400.00 024 TRIP REDUCTION PROGRAM LS 250,000.0000 250,000.00 0.006 1,500.00 0.028 7,000.00 025 TYPE III BARRICADE EA 100.0000 3,700.00 0.000 0.00 026 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 19,000.00 11.000 550.00 11.000 550.00 027 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 6,000.00 0.000 0.00 028 TEMPORARY RAILING (TYPE K) LF 14.0000 436,800.00 300.000 4,200.00 2,360.000 33,040.00 029 TEMPORARY CRASH CUSHION MODULE EA 250.0000 85,000.00 22.000 5,500.00 33.000 8,250.00 030 TEMPORARY RETAINING WALL SQFT 16.0000 113,280.00 0.000 0.00 031 ASBESTOS HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 0.000 0.00 032 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.7000 10,659.00 1,544.000 2,624.80 1,544.000 2,624.80 (HAZARDOUS WASTE) 033 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 120,000.0000 120,000.00 0.274 32,880.00 034 NATURAL RESOURCE PROTECTION PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 035 PEREGRINE FALCON NEST EA 15,000.0000 15,000.00 0.000 0.00 036 NOISE MONITORING LS 95,000.0000 95,000.00 0.090 8,550.00 037 ABANDON INLET EA 1,900.0000 24,700.00 0.000 0.00 038 ABANDON PIPELINE LF 11.0000 17,270.00 0.000 0.00 039 REMOVE FENCE LF 5.0000 14,000.00 856.000 4,280.00 040 REMOVE GATE EA 250.0000 1,000.00 0.000 0.00 041 REMOVE METAL BEAM GUARD RAILING LF 9.0000 8,910.00 0.000 0.00 042 REMOVE PAINTED TRAFFIC STRIPE LF 0.7000 16,940.00 0.000 0.00 043 REMOVE PAINTED PAVEMENT MARKING SQFT 2.4000 648.00 0.000 0.00 044 REMOVE PAVEMENT MARKER EA 2.0000 2,560.00 0.000 0.00 045 REMOVE ROADSIDE SIGN EA 150.0000 450.00 0.000 0.00 046 REMOVE SIGN STRUCTURE EA 4,000.0000 8,000.00 1.000 4,000.00 047 REMOVE ROCK SLOPE PROTECTION CY 8.0000 34,880.00 0.000 0.00 048 REMOVE PIPE LF 42.0000 160,440.00 872.000 36,624.00 872.000 36,624.00 049 REMOVE INLET EA 1,600.0000 43,200.00 3.000 4,800.00 3.000 4,800.00 PROGRAM CAS145 PAGE 3 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 08:39 AM ESTIMATE NO. 09 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 05/20/12 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 051 REMOVE RETAINING WALL SQFT 12.0000 63,000.00 0.000 0.00 052 REMOVE CONCRETE PAVEMENT SQYD 3.0000 15,510.00 598.000 1,794.00 053 ADJUST INLET EA 3,000.0000 3,000.00 0.000 0.00 054 ADJUST MANHOLE TO GRADE EA 2,800.0000 2,800.00 0.000 0.00 055 REMOVE CONCRETE CURB LF 3.5000 2,695.00 0.000 0.00 056 REMOVE CONCRETE (CURB AND GUTTER) LF 6.0000 19,680.00 207.000 1,242.00 057 REMOVE CONCRETE SIDEWALK SQFT 1.5000 1,170.00 0.000 0.00 058 REMOVE CONCRETE BARRIER LF 20.0000 79,400.00 1,715.000 34,300.00 059 REMOVE CONCRETE ISLAND SQFT 1.0000 1,130.00 0.000 0.00 060 REMOVE CONCRETE (MISCELLANEOUS) SQFT 1.4000 4,424.00 0.000 0.00 061 PLUG PIPE EA 2,800.0000 2,800.00 0.000 0.00 062 REMOVE CRASH CUSHION EA 500.0000 1,500.00 1.000 500.00 063 BRIDGE REMOVAL (PORTION), LOCATION A LS 600,000.0000 600,000.00 0.000 0.00 064 BRIDGE REMOVAL (PORTION), LOCATION B LS 700,000.0000 700,000.00 0.000 0.00 065 BRIDGE REMOVAL (PORTION), LOCATION C LS 400,000.0000 1,400,000.00 0.000 0.00 066 BRIDGE REMOVAL (PORTION), LOCATION D LS 0.0000 7,000,000.00 0.000 0.00 067 BRIDGE REMOVAL (PORTION), LOCATION E LS 250,000.0000 250,000.00 0.350 87,500.00 068 CLEARING AND GRUBBING LS 60,000.0000 60,000.00 0.100 6,000.00 0.100 6,000.00 069 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 -0.036 -3,600.00 0.108 10,800.00 070 ROADWAY EXCAVATION CY 17.0000 328,100.00 722.000 12,274.00 1,086.110 18,463.87 071 ROADWAY EXCAVATION (TYPE Z-2) CY 158.0000 470,840.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 072 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 0.000 0.00 073 ASBESTOS RELATED WORK LS 40,000.0000 40,000.00 0.000 0.00 074 COFFERDAM DEWATERING LS 65,000.0000 65,000.00 0.000 0.00 075 STRUCTURE EXCAVATION (TYPE A) CY 250.0000 1,793,750.00 0.000 0.00 (F) 076 STRUCTURE EXCAVATION (TYPE DC) CY 125.0000 229,750.00 33.520 4,190.00 (F) PROGRAM CAS145 PAGE 4 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 08:39 AM ESTIMATE NO. 09 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 05/20/12 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (TYPE SC) CY 120.0000 102,000.00 39.400 4,728.00 (F) 078 STRUCTURE EXCAVATION (TYPE GC) GAL 0.3000 1,390,500.00 30,156.000 9,046.80 079 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 13,890.00 0.000 0.00 (F) 080 STRUCTURE EXCAVATION (TYPE Z-2) CY 300.0000 258,000.00 7.440 2,232.00 (F) (AERIALLY DEPOSITED LEAD) 081 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 192,750.00 0.000 0.00 (F) 082 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 36,160.00 0.000 0.00 (F) 083 EARTH RETAINING STRUCTURE, LOCATION A SQFT 49.0000 105,840.00 0.000 0.00 (F) 084 EARTH RETAINING STRUCTURE, LOCATION B SQFT 49.0000 57,624.00 0.000 0.00 (F) 085 EARTH RETAINING STRUCTURE, LOCATION C SQFT 47.0000 195,050.00 0.000 0.00 (F) 086 EARTH RETAINING STRUCTURE, LOCATION D SQFT 48.0000 196,320.00 0.000 0.00 (F) 087 EARTH RETAINING STRUCTURE, LOCATION E SQFT 46.0000 278,300.00 0.000 0.00 (F) 088 IMPORTED BORROW CY 1.0000 187,000.00 0.000 0.00 089 HIGHWAY PLANTING LS 70,000.0000 70,000.00 0.000 0.00 090 IMPORTED TOPSOIL CY 40.0000 8,000.00 0.000 0.00 091 LANDSCAPE BOULDER 4'X3'X3' EA 500.0000 6,000.00 0.000 0.00 092 LANDSCAPE BOULDER 3'X3'X2' EA 350.0000 4,200.00 0.000 0.00 093 LANDSCAPE BOULDER 2'X2'X1 1/2' EA 250.0000 1,250.00 0.000 0.00 094 ROCK BLANKET (TYPE 2) SQFT 6.5000 1,053,000.00 0.000 0.00 095 ROCK BLANKET (TYPE 1) SQFT 7.0000 287,700.00 0.000 0.00 096 BROKEN CONCRETE CY 16.0000 185,600.00 0.000 0.00 097 PLANT ESTABLISHMENT WORK LS 35,000.0000 35,000.00 0.000 0.00 098 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.000 0.00 099 WATER METER (1" SIZE, LADWP) EA 2,800.0000 2,800.00 0.000 0.00 100 WATER METER EA 3,000.0000 3,000.00 0.000 0.00 (1-1/2" SIZE, PORT OF LONG BEACH) 101 IRRIGATION SLEEVE (2 1/2") LF 15.0000 1,290.00 0.000 0.00 102 IRRIGATION SLEEVE (6") LF 20.0000 6,600.00 0.000 0.00 103 12" CORRUGATED HIGH DENSITY LF 70.0000 11,900.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 5 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 08:39 AM ESTIMATE NO. 09 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 05/20/12 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 CLASS 2 AGGREGATE BASE CY 28.0000 61,040.00 0.000 0.00 105 CLASS 3 AGGREGATE BASE CY 32.0000 220,480.00 0.000 0.00 106 LEAN CONCRETE BASE CY 200.0000 946,000.00 0.000 0.00 107 LEAN CONCRETE BASE RAPID SETTING CY 300.0000 87,000.00 0.000 0.00 108 HOT MIX ASPHALT (TYPE A) TON 108.0000 324,000.00 1,025.770 110,783.16 109 DATA CORE LS 4,000.0000 4,000.00 0.000 0.00 110 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 15.0000 1,500.00 0.000 0.00 111 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 12.0000 5,400.00 0.000 0.00 112 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 17.0000 1,105.00 0.000 0.00 113 PLACE HOT MIX ASPHALT SQYD 100.0000 1,200.00 0.000 0.00 (MISCELLANEOUS AREA) 114 TACK COAT TON 775.0000 1,550.00 0.000 0.00 115 JOINTED PLAIN CONCRETE PAVEMENT CY 250.0000 2,725,000.00 0.000 0.00 116 CONCRETE PAVEMENT CY 350.0000 234,500.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 117 SEAL PAVEMENT JOINT LF 4.5000 84,600.00 0.000 0.00 118 SEAL LONGITUDINAL ISOLATION JOINT LF 8.2500 174,075.00 0.000 0.00 119 TIE BAR EA 31.0000 7,130.00 0.000 0.00 120 DOWEL BAR EA 44.0000 15,840.00 0.000 0.00 121 GRIND EXISTING ASPHALT CONCRETE PAVEMENT SQFT 1.3500 12,960.00 0.000 0.00 (WEIGH-IN-MOTION) 122 GRIND EXISTING CONCRETE PAVEMENT SQFT 1.3500 11,475.00 0.000 0.00 (WEIGH-IN-MOTION) 123 FURNISH 18" STEEL PIPE PILING LF 350.0000 3,368,750.00 0.000 0.00 124 DRIVE 18" STEEL PIPE PILE EA 1,000.0000 77,000.00 0.000 0.00 125 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 100.0000 417,500.00 0.000 0.00 126 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 150.0000 1,125,150.00 0.000 0.00 127 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 504,000.00 520.000 520,000.00 128 120" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 6,374,000.00 228.000 228,000.00 366.000 366,000.00 PILING 129 156" CAST-IN-DRILLED-HOLE CONCRETE LF 1,400.0000 1,500,800.00 0.000 0.00 PILING 130 132" CAST-IN-DRILLED-HOLE CONCRETE LF 1,100.0000 3,467,200.00 50.000 55,000.00 50.000 55,000.00 PILING PROGRAM CAS145 PAGE 6 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 08:39 AM ESTIMATE NO. 09 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 05/20/12 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 144" CAST-IN-DRILLED-HOLE CONCRETE LF 1,300.0000 7,660,900.00 0.000 0.00 PILING 132 132" PERMANENT STEEL CASING LF 1,400.0000 2,039,800.00 105.000 147,000.00 133 144" PERMANENT STEEL CASING LF 2,400.0000 3,612,000.00 0.000 0.00 134 156" PERMANENT STEEL CASING LF 1,900.0000 2,023,500.00 42.500 80,750.00 135 PRESTRESSING CAST-IN-PLACE CONCRETE LS 0.0000 4,000,000.00 0.000 0.00 136 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 2,400,000.00 0.000 0.00 (TRANSVERSE) 137 PRESTRESSING CAST-IN-PLACE CONCRETE LS 750,000.0000 750,000.00 0.000 0.00 (HIGH-STRENGTH BARS) 138 TEMPORARY HINGE TIEDOWN ANCHOR EA 12,000.0000 96,000.00 0.000 0.00 139 SEAL COURSE CONCRETE CY 75.0000 365,850.00 0.000 0.00 140 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 327,900.00 0.000 0.00 (F) 141 STRUCTURAL CONCRETE, BRIDGE CY 550.0000 37,690,400.00 0.000 0.00 (F) 142 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 208,950.00 0.000 0.00 (F) 143 STRUCTURAL CONCRETE, BARRIER SLAB CY 350.0000 215,250.00 0.000 0.00 (F) 144 STRUCTURAL CONCRETE, APPROACH SLAB CY 450.0000 160,200.00 0.000 0.00 (F) (TYPE N) 145 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 605,000.00 0.000 0.00 (F) 146 FRACTURED RIB TEXTURE WITH WAVE PATTERN SQFT 40.0000 148,960.00 0.000 0.00 147 PRECAST CONCRETE ISOLATION CASING CY 500.0000 761,000.00 0.000 0.00 (F) 148 FURNISH PRECAST CONCRETE FENDER MODULE EA 50,000.0000 2,400,000.00 0.000 0.00 149 ERECT PRECAST CONCRETE FENDER MODULE EA 5,000.0000 240,000.00 0.000 0.00 150 PTFE SPHERICAL BEARING EA 8,500.0000 603,500.00 0.000 0.00 151 JOINT SEAL ASSEMBLY (MR=33") LF 4,500.0000 495,000.00 0.000 0.00 152 JOINT SEAL ASSEMBLY (MR=42") LF 4,700.0000 517,000.00 0.000 0.00 153 JOINT SEAL ASSEMBLY (MR=54") LF 3,600.0000 1,357,200.00 0.000 0.00 154 JOINT SEAL ASSEMBLY (MR=60") LF 3,700.0000 1,875,900.00 0.000 0.00 155 JOINT SEAL ASSEMBLY (MR=24") LF 4,400.0000 334,400.00 0.000 0.00 156 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 18,331,600.00 290,334.000 203,233.80 657,774.970 460,442.48 (F) 157 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 136,536.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 7 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 08:39 AM ESTIMATE NO. 09 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 05/20/12 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 BAR REINFORCING STEEL (EPOXY COATED) LB 0.9000 621,000.00 0.000 0.00 (F) (BRIDGE) 159 HEADED BAR REINFORCEMENT EA 26.0000 402,870.00 0.000 0.00 (F) 160 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8000 495,124.80 0.000 0.00 (F) 161 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 39,088.80 0.000 0.00 (F) 162 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 19.0000 31,540.00 0.000 0.00 163 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 4,160.00 0.000 0.00 (0.063"-UNFRAMED) 164 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 880.00 0.000 0.00 (0.080"-UNFRAMED) 165 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 17,400.00 0.000 0.00 (0.063"-FRAMED) 166 METAL (BARRIER MOUNTED SIGN) LB 15.0000 20,850.00 0.000 0.00 167 HISTORIC BRIDGE PLAQUES LS 6,500.0000 6,500.00 0.000 0.00 168 ROADSIDE SIGN - ONE POST EA 150.0000 8,700.00 0.000 0.00 169 ROADSIDE SIGN - TWO POST EA 250.0000 750.00 0.000 0.00 170 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 140.0000 1,540.00 0.000 0.00 METHOD) 171 TREATED LUMBER AND TIMBER MFBM 1,500.0000 16,500.00 0.000 0.00 (F) 172 PLASTIC LUMBER CY 1,500.0000 190,500.00 0.000 0.00 (F) 173 UHMW SHEATHING SQFT 18.0000 221,400.00 0.000 0.00 (F) 174 REMOVE RAILROAD TRACK LS 46,000.0000 46,000.00 0.000 0.00 175 RAILROAD TRACK LS 450,000.0000 450,000.00 0.000 0.00 176 12" ALTERNATIVE PIPE CULVERT LF 74.0000 207,200.00 0.000 0.00 177 18" REINFORCED CONCRETE PIPE LF 125.0000 202,500.00 0.000 0.00 178 24" REINFORCED CONCRETE PIPE LF 230.0000 310,500.00 0.000 0.00 179 30" REINFORCED CONCRETE PIPE LF 260.0000 88,400.00 0.000 0.00 180 36" REINFORCED CONCRETE PIPE LF 290.0000 40,600.00 0.000 0.00 181 48" REINFORCED CONCRETE PIPE LF 550.0000 137,500.00 280.200 154,110.00 280.200 154,110.00 182 51" REINFORCED CONCRETE PIPE LF 560.0000 504,000.00 281.900 157,864.00 897.900 502,824.00 183 15" SLOTTED CORRUGATED PIPE LF 90.0000 57,600.00 0.000 0.00 184 CLEAN OUT EA 850.0000 33,150.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 08:39 AM ESTIMATE NO. 09 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 05/20/12 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 DRAINAGE INLET MARKER EA 100.0000 2,500.00 0.000 0.00 186 42" WELDED STEEL PIPE CASING LF 520.0000 130,000.00 0.000 0.00 187 30" ASPHALT COATED AND WRAPPED LF 630.0000 176,400.00 0.000 0.00 WELDED STEEL PIPE 188 18" CONCRETE FLARED END SECTION EA 1,550.0000 1,550.00 0.000 0.00 189 DRAINAGE MANHOLE EA 20,000.0000 240,000.00 3.000 60,000.00 4.000 80,000.00 190 MODIFY SANITARY SEWER SYSTEM LS 350,000.0000 350,000.00 0.000 0.00 191 ROCK SLOPE PROTECTION(GRANULAR MATERIAL) CY 330.0000 8,910.00 0.000 0.00 192 ROCK SLOPE PROTECTION FABRIC SQYD 10.0000 860.00 0.000 0.00 193 MINOR CONCRETE (CURB) CY 500.0000 10,000.00 0.000 0.00 194 MINOR CONCRETE (CURB AND GUTTER) CY 460.0000 55,200.00 0.000 0.00 195 MINOR CONCRETE (CONCRETE MOW STRIP) CY 580.0000 20,880.00 0.000 0.00 196 MINOR CONCRETE (ISLAND PAVING) CY 720.0000 43,200.00 0.000 0.00 197 MINOR CONCRETE (CROSS GUTTER) CY 460.0000 11,960.00 0.000 0.00 198 MINOR CONCRETE (SIDEWALK) CY 320.0000 5,120.00 0.000 0.00 199 MINOR CONCRETE (CURB RAMP) CY 2,300.0000 4,600.00 0.000 0.00 200 MISCELLANEOUS IRON AND STEEL LB 1.2000 423,828.00 0.000 0.00 (F) 201 MISCELLANEOUS METAL (BRIDGE) LB 2.0000 946,380.00 0.000 0.00 (F) 202 BRIDGE DECK DRAINAGE SYSTEM LB 2.0000 595,960.00 0.000 0.00 (F) 203 MODIFY WATER SYSTEM LS 290,000.0000 290,000.00 0.000 0.00 204 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 31,650.00 0.000 0.00 205 20' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 4,500.00 0.000 0.00 206 SURVEY MONUMENT EA 1,500.0000 15,000.00 0.000 0.00 207 DELINEATOR (CLASS 1) EA 50.0000 9,000.00 0.000 0.00 208 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 2,200.00 0.000 0.00 209 METAL BEAM GUARD RAILING (WOOD POST) LF 23.0000 13,110.00 0.000 0.00 210 TRANSITION RAILING (TYPE WB) EA 3,200.0000 16,000.00 0.000 0.00 211 END CAP (TYPE A) EA 35.0000 70.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 08:39 AM ESTIMATE NO. 09 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 05/20/12 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 END CAP (TYPE TC) EA 85.0000 510.00 0.000 0.00 213 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 2,400.00 0.000 0.00 214 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 16,000.00 0.000 0.00 215 CRASH CUSHION (REACT 9CBB) EA 45,000.0000 90,000.00 0.000 0.00 216 BIRD RAILING LF 350.0000 462,000.00 0.000 0.00 (F) 217 BICYCLE RAILING LF 200.0000 1,449,600.00 0.000 0.00 (F) 218 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 156.0000 35,880.00 0.000 0.00 219 CONCRETE BARRIER (TYPE 60) LF 143.0000 18,590.00 0.000 0.00 220 CONCRETE BARRIER (TYPE 60A) LF 55.0000 175,285.00 0.000 0.00 (F) 221 CONCRETE BARRIER (TYPE 60C) LF 71.0000 32,660.00 0.000 0.00 222 CONCRETE BARRIER (TYPE 60D) LF 56.0000 41,160.00 0.000 0.00 (F) 223 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 45.0000 803,385.00 0.000 0.00 (F) 224 CONCRETE BARRIER (TYPE 736B) LF 50.0000 3,000.00 0.000 0.00 225 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 22,672.00 0.000 0.00 226 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 4,080.00 0.000 0.00 227 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 12,250.00 0.000 0.00 228 PAINT TRAFFIC STRIPE (2-COAT) LF 0.6000 84,000.00 5,224.000 3,134.40 5,224.000 3,134.40 229 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.4000 6,264.00 0.000 0.00 230 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 5,004.00 0.000 0.00 231 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 13,980.00 185.000 555.00 185.000 555.00 232 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 233 WORK AT LOS ANGELES REGIONAL TRAFFIC LS 15,000.0000 15,000.00 0.000 0.00 MANAGEMENT CENTER 234 SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 0.000 0.00 235 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.000 0.00 236 LIGHTING (TEMPORARY) LS 30,000.0000 30,000.00 0.000 0.00 237 LIGHTING (CITY) LS 300,000.0000 300,000.00 0.000 0.00 238 LIGHTING (NAVIGATION) LS 100,000.0000 100,000.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 08:39 AM ESTIMATE NO. 09 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 05/20/12 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 LIGHTING AND SIGN ILLUMINATION LS 750,000.0000 750,000.00 0.000 0.00 240 EXTINGUISHABLE MESSAGE SIGN LS 60,000.0000 60,000.00 0.000 0.00 241 COMMUNICATION SYSTEM LS 900,000.0000 900,000.00 0.000 0.00 242 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM LS 70,000.0000 70,000.00 0.000 0.00 (LOCATION 1) 243 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM LS 80,000.0000 80,000.00 0.000 0.00 (LOCATION 2) 244 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM LS 40,000.0000 40,000.00 0.000 0.00 (LOCATION 3) 245 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 (CITY) 246 RAMP METERING SYSTEM (LOCATION 1) LS 80,000.0000 80,000.00 0.000 0.00 247 RAMP METERING SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.000 0.00 248 WEIGH-IN-MOTION SYSTEM LS 90,000.0000 90,000.00 0.000 0.00 249 MODIFY SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.000 0.00 250 SEISMIC MONITORING SYSTEM LS 80,000.0000 80,000.00 0.000 0.00 251 SYSTEM TESTING AND DOCUMENTATION LS 45,000.0000 45,000.00 0.000 0.00 252 MODIFY PORT OF LONG BEACH CONDUIT SYSTEM LS 280,000.0000 280,000.00 0.000 0.00 253 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 254 TEMPORARY FENCE (TYPE CL-6) LF 6.5000 5,980.00 266.000 1,729.00 255 MARINE PILE DRIVING ENERGY ATTENUATOR LS 100,000.0000 100,000.00 0.100 10,000.00 256 MAINTAINING EXISTING PUMP SYSTEM LS 15,000.0000 15,000.00 -0.036 -540.00 0.108 1,620.00 257 CEMENT DEEP SOIL MIXING LS 0.0000 4,000,000.00 0.000 0.00 258 24" WELDED STEEL PIPE (.250" THICK) LF 270.0000 440,100.00 0.000 0.00 259 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 260 FURNISH STEEL PILING (W14 X 120) LF 72.0000 17,280.00 0.000 0.00 261 DRIVE STEEL PILE (W14 X 120) EA 1,500.0000 6,000.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-138204 TIME 08:39 AM ESTIMATE NO. 09 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 05/20/12 R.E. NAME: SUI, HAMMER DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,033,546.00 8,550,614.51 ADJUSTMENT OF COMPENSATION 20,294.79 35,795.05 EXTRA WORK 132,641.91 290,123.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,186,482.70 8,876,533.17 262 MOBILIZATION LS 929,357.0000 18,929,357.00 0.500 9,464,678.50 ORIGINAL CONTRACT AMOUNT 180,259,999.60 TOTAL WORK COMPLETED 1,186,482.70 18,341,211.67 MATERIALS ON HAND ON SITE 4,424,821.42 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -100,000.00 -551,678.52 TOTAL 1,086,482.70 22,214,354.57 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 1335 11/14/11 09/06/11 05/11/17 118 57 0 0 10% 9% PROGRESS IS SATISFACTORY SUI, HAMMER RESIDENT ENGINEER PROGRAM CAS145 DATE 05/22/12