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 11/27/17 EST. NO. 066 TIME 01:49 PM R.E. NAME: WANG, MIKE 07-202114 --------------------------------------------------------------------------- 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 0730 1,947.27 E.W. @ F.A.(+) 041317 N 3487 0 0737 1,908.30 052517 N 3642 0 0738 2,659.63 060817 N 3647 0 0739 2,096.19 071417 N T74 0 0740 367.61 072417 N 3650 0 0743 2,331.34 041317 N 0060.0 0744 429.09 041317 N 0063.0 0749 1,575.99 101417 N 3670 0 002 0016 600.00 E.W. @ U.P (+) 071417 N 3659 0 0017 1,637.44 032615 N 3660 0 0018 1,000.00 011416 N 3657.2 003 0008 3,750.00 E.W. @ U.P (+) 011416 N 3657 0 0009 7,800.00 011416 N 3658 0 0010 3,975.00 071417 N 3659.1 004 0162 1,011.75 E.W. @ F.A.(+) 121916 N 113.00 0163 2,088.19 122116 N 114.00 0164 2,494.46 041317 N 115.00 0165 2,480.80 041417 N 116.00 0166 4,556.89 041817 N 117.00 0167 5,063.91 042117 N 118.00 0168 4,783.85 050417 N 119.00 0169 3,425.54 050917 N 120.00 0170 2,410.23 051017 N 121.00 0171 8,137.45 051117 N 122.00 0172 331.17 050417 N 123.00 0173 2,250.15 051917 N 124.00 0174 4,502.81 053117 N 125.00 0175 601.21 072017 N 3651 0 0176 511.56 061417 N 126.00 0177 4,247.62 061517 N 127.00 0178 2,565.32 061617 N 128.00 0179 7,363.07 072017 N 129.00 0180 1,186.91 062117 N 130.00 0181 1,334.61 072717 N 131.00 0182 3,257.82 081717 N 132.00 0183 2,364.43 081817 N 134.00 0184 697.63 083017 N 136.00 0185 1,557.39 090717 N 137.00 0186 402.61 100217 N 138.00 0187 1,141.70 100517 N 139.00 005 0012 559.20 A.C. @ U.P.(+) 053117 N 3661 0 010 0181 2,227.48 E.W. @ F.A.(+) 091317 N 3662 0 0182 2,227.48 091417 N 3663 0 0183 2,650.67 091517 N 3664 0 0184 2,650.67 092117 N 3665 0 0185 1,211.29 092217 N 3666 0 0186 698.54 100417 N 3667 0 0187 3,551.46 100517 N 3668 0 0188 865.84 100617 N 3669 0 018 0055 21,051.51 E.W. @ F.A.(+) 041817 N 0065.1 0056 8,393.62 050217 N 0066.1 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 11/27/17 EST. NO. 066 TIME 01:49 PM R.E. NAME: WANG, MIKE 07-202114 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 041 0018 84,528.26 E.W. @ F.A.(+) 030117 N 0064.1 052 0065 6,112.90 E.W. @ F.A.(+) 031717 N 88.0 0 0066 4,302.86 061317 N 89.0 0 057 0059 1,155.77 E.W. @ F.A.(+) 041317 N 0061.0 063 0011 5,094.59 E.W. @ F.A.(+) 052317 N 3639 0 0013 6,479.38 052417 N 3641 0 0014 2,159.19 052517 N 3643 0 0017 1,046.56 061517 N 3648 0 079 0073 7,842.48 E.W. @ F.A.(+) 110515 N 0035.1 0121 1,579.24 042813 N COR2 0 0122 5,791.48 050213 N COR3 0 0123 36.43 050213 N COR3.1 0124 3.64 050213 N COR3.2 0125 3,817.81 050313 N COR4 0 0126 749.56 070813 N COR5 0 094 0024 1,278.02 E.W. @ F.A.(+) 043016 N 3594.1 0025 4,850.55 043016 N 3597.1 096 0017 1,446.18 E.W. @ F.A.(+) 110217 N 3671 0 0018 803.15 102717 N 3672 0 0019 3,617.34 102717 N 3673 0 097 0001 2,289.52 E.W. @ F.A.(+) 061417 N 3646 0 112 0001 424,702.63 A.C. @ L.S.(+) 091917 N 1 0 117 0001 1,567.78 E.W. @ F.A.(+) 061317 N 90.0 0 0002 5,680.98 061417 N 91.0 0 0003 4,347.71 061917 N 94.0 0 0004 3,625.45 062117 N 95.0 0 0005 3,625.45 062217 N 96.0 0 0006 3,791.41 062317 N 97.0 0 0007 3,625.45 062617 N 98.0 0 0008 3,725.03 062817 N 100.00 0009 3,758.22 063017 N 102.00 0010 3,758.22 070317 N 103.00 0011 3,725.03 071017 N 107.00 0012 3,757.96 071217 N 109.00 0013 3,758.22 071317 N 110.00 0014 4,125.09 061517 N 92.0 0 0015 4,555.88 061617 N 93.0 0 0016 4,043.93 062717 N 99.0 0 0017 4,014.88 062917 N 101.00 0018 4,043.93 070617 N 105.00 0019 4,043.93 070717 N 106.00 0020 4,043.93 071417 N 111.00 0021 3,406.79 071717 N 112.00 0022 3,259.82 071817 N 113.00 0023 3,382.45 072017 N 115.00 0024 3,900.55 071117 N 108.00 0025 3,124.81 071917 N 114.00 0026 2,240.48 072817 N 122.00 0027 4,189.34 070517 N 104.00 0028 3,753.10 062017 N 116.00 0029 2,868.78 072417 N 118.00 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 11/27/17 EST. NO. 066 TIME 01:49 PM R.E. NAME: WANG, MIKE 07-202114 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0030 2,868.78 072517 N 119.00 0031 2,901.97 072617 N 120.00 0032 2,901.97 072717 N 121.00 0033 2,720.96 073117 N 123.00 0034 2,240.48 080117 N 124.00 0035 2,932.75 080217 N 125.00 0036 2,431.73 080317 N 126.00 0037 3,270.22 072117 N 117.00 0038 1,559.18 091117 N 129.00 0039 1,706.63 091217 N 130.00 0041 2,310.34 090517 N 127.00 118 0007-1 -911.00 E.W. @ F.A.(+) 020117 N 3176 0 DAO CORRECTING ENTRY 0023-1 -2,054.89 041217 N 3527 0 DAO CORRECTING ENTRY 0024-1 -192.19 041217 N 3527.1 DAO CORRECTING ENTRY 0025-1 -2,057.37 041517 N 3529 0 DAO CORRECTING ENTRY 0026-1 -24.02 041517 N 3529.1 DAO CORRECTING ENTRY 0036 911.00 020117 N 3176.1 0037 3.00 041517 N 3529.2 0038 1,842.69 041517 N 3529.3 0039 1,941.85 041217 N 3527.3 0040 24.02 041217 N 3527.4 0041 1,495.10 041317 N 0062.0 119 0059-1 -2,633.22 E.W. @ F.A.(+) 031317 N 3412 0 DAO CORRECTING ENTRY 0060-1 -2,645.47 031517 N 3413 0 DAO CORRECTING ENTRY 0061-1 -2,673.80 032317 N 3414 0 DAO CORRECTING ENTRY 0062-1 -2,736.13 032017 N 3416 0 DAO CORRECTING ENTRY 0063-1 -2,823.90 031717 N 3417 0 DAO CORRECTING ENTRY 0064-1 -2,723.87 031617 N 3418 0 DAO CORRECTING ENTRY 0065-1 -2,672.29 031417 N 3419 0 DAO CORRECTING ENTRY 0108-1 -21.12 032417 N 3420.1 DAO CORRECTING ENTRY 0109-1 -109.82 032417 N 3420.2 DAO CORRECTING ENTRY 0110-1 -359.50 032217 N 3415.1 DAO CORRECTING ENTRY 0111-1 -2,670.54 032217 N 3415 0 DAO CORRECTING ENTRY 0112-1 -109.82 032217 N 3415.2 DAO CORRECTING ENTRY 0113-1 -530.57 032317 N 3414.1 DAO CORRECTING ENTRY 0114-1 -257.49 032317 N 3414.2 DAO CORRECTING ENTRY 0115-1 -327.71 031317 N 3412.1 DAO CORRECTING ENTRY 0116-1 -234.08 031317 N 3412.2 DAO CORRECTING ENTRY 0117-1 -471.49 031517 N 3413.1 DAO CORRECTING ENTRY 0118-1 -280.90 031517 N 3413.2 DAO CORRECTING ENTRY 0119-1 -351.12 032017 N 3416.2 DAO CORRECTING ENTRY 0120-1 -421.34 032017 N 3416.1 DAO CORRECTING ENTRY 0121-1 -468.16 031717 N 3417.1 DAO CORRECTING ENTRY 0122-1 -280.90 031717 N 3417.2 DAO CORRECTING ENTRY 0123-1 -468.16 031617 N 3418.1 DAO CORRECTING ENTRY 0124-1 -280.90 031617 N 3418.2 DAO CORRECTING ENTRY 0125-1 -468.16 031417 N 3419.1 DAO CORRECTING ENTRY 0126-1 -280.90 031417 N 3419.2 DAO CORRECTING ENTRY 0128 52.67 032017 N 3416.3 0129 58.52 031717 N 3417.3 0130 35.11 031717 N 3417.4 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 11/27/17 EST. NO. 066 TIME 01:49 PM R.E. NAME: WANG, MIKE 07-202114 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0131 58.52 031617 N 3418.3 0132 35.11 031617 N 3418.4 0133 58.52 031417 N 3419.3 0134 35.11 031417 N 3419.4 0135 2.64 032417 N 3420.3 0136 13.73 032417 N 3420.4 0137 120.03 032217 N 3415.3 0138 2,371.09 032217 N 3415.5 0139 13.73 032217 N 3415.6 0140 141.42 032317 N 3414.3 0141 32.19 032317 N 3414.5 0142 40.96 031317 N 3412.3 0143 29.26 031317 N 3412.5 0144 123.30 031517 N 3413.3 0145 35.11 031517 N 3413.5 0146 2,378.97 031317 N 3412.6 0147 2,391.22 031517 N 3413.6 0148 2,394.83 032317 N 3414.6 0149 2,477.64 032017 N 3416.6 0150 2,610.85 031717 N 3417.6 0151 2,465.38 031617 N 3418.6 0152 2,459.00 031417 N 3419.6 0153 43.89 032017 N 3416.5 120 0006-1 -945.19 E.W. @ F.A.(+) 030817 N 3410 0 DAO CORRECTING ENTRY 0010 883.75 030817 N 3410.1 121 0027-1 -7,536.08 E.W. @ F.A.(+) 011317 N 3103 0 DAO CORRECTING ENTRY 0028-1 -378.97 011317 N 3103.1 DAO CORRECTING ENTRY 0029-1 -397.94 011317 N 3103.2 DAO CORRECTING ENTRY 0030-1 -351.12 011317 N 3103.3 DAO CORRECTING ENTRY 0031-1 -351.12 011317 N 3103.4 DAO CORRECTING ENTRY 0039-1 -2,906.20 013017 N 3174 0 DAO CORRECTING ENTRY 0044 7,445.69 011317 N 3103.5 0045 133.19 011317 N 3103.6 0046 49.74 011317 N 3103.7 0047 43.89 011317 N 3103.8 0048 43.89 011317 N 3103.9 0049 2,922.04 013017 N 3174.1 122 0001 -1,662.00 A.C. @ L.S.(-) 101917 N 1 0 126 0001 261,506.85 A.C. @ L.S.(+) 072417 N 01 0 127 0001 187,204.43 A.C. @ L.S.(+) 072517 N 1 0 128 0001 83,778.32 A.C. @ L.S.(+) 091917 N 1 0 1,377,850.65 TOTAL THIS ESTIMATE 10,906,607.40 TOTAL PREVIOUS ESTIMATE 12,284,458.05 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 11/27/17 EST. NO. 066 TIME 01:49 PM R.E. NAME: WANG, MIKE 07-202114 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE -3,000.00 022 CPM NON COMPLIANCE -50,000.00 025 CPM NON COMPLIANCE 50,000.00 027 LATE CLOSURE 3,000.00 027 LATE REOPENING -20,100.00 034 CPM NON COMPL -50,000.00 042 CPM NON COMPL 50,000.00 043 MISSING ANNUAL 4401 -10,000.00 047 CPM NON COMPL -50,000.00 052 CPM NON COMPL 50,000.00 054 CEM 4401 2016 S. W. -10,000.00 060 CEM 4401 2016 S.W. 10,000.00 065 MISSING ANNUAL 4401 10,000.00 065 LD 174 DAYS -4,959,000.00 066 -4,959,000.00 -4,979,100.00 EQUAL EMPLOYMENT OPPORTUNITY 1391 FORM MISSING -10,000.00 054 1391 FORM MISSING 10,000.00 056 FORM 1391 -10,000.00 066 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION SEPT 2015 CPRS -10,000.00 043 SEPT 2015 CPR'S 10,000.00 044 DELINQ NOD ITEMS -5,000.00 050 CPRS SEPT/OCT 2016 -5,000.00 058 CPR'S SEPT/OCT 2016 5,000.00 065 DELINQ NOD ITEMS 5,000.00 065 MSS CPR'S APR/MAY -8,000.00 065 0.00 -8,000.00 TOTAL DEDUCTIONS -4,969,000.00 -4,997,100.00 PROGRAM CAS145 PAGE 1 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 01:49 PM ESTIMATE NO. 066 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 11/27/17 LOCATION PROGRESS ESTIMATE 07-LA-710-17.2/26.4 ----------------- SHIMMICK/MYERS & SONS J V IN LA COUNTY ON ROUTE 710 AT 16481 SCIENTIFIC WAY VARIOUS LOCATIONS FROM LOS ANGELES IRVINE CA 92618 RIVER BRIDGE TO RAMONA BOULEVARD UNDERCROSSING. FED. AID NO. ACNH-7101(809)N LONG LIFE PAVEMENT & WIDEN BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.750 7,500 002 TIME-RELATED OVERHEAD WDAY 5,600.0000 4,032,000.00 1,020.000 5,712,000 003 TEMPORARY 12" BITUMINOUS COATED LF 450.0000 38,250.00 79.000 35,550 CORRUGATED STEEL PIPE RISER (0.079" THICK) 004 TEMPORARY 18" BITUMINOUS COATED SLOTTED LF 65.0000 429,650.00 6,610.000 429,650 CORRUGATED STEEL PIPE (0.079" THICK) 005 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000 006 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 007 GROSS SOLIDS REMOVAL DEVICE (LR-1) EA 34,000.0000 34,000.00 1.000 34,000 008 GROSS SOLIDS REMOVAL DEVICE (LR-2) EA 42,000.0000 84,000.00 2.000 84,000 009 GROSS SOLIDS REMOVAL DEVICE (INCLINED EA 17,000.0000 17,000.00 0.850 14,450 SCREEN TYPE A) 010 TEMPORARY FIBER ROLL LF 1.9000 159,790.00 63,442.000 120,539 011 TEMPORARY GRAVEL BAG BERM LF 7.5000 22,500.00 2,802.000 21,015 012 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 28,000.00 8.000 28,000 013 TEMPORARY CHECK DAM LF 9.2500 10,082.50 1,289.000 11,923 014 MOVE-IN/MOVE-OUT EA 850.0000 6,800.00 8.000 6,800 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 84,000.00 129.000 45,150 016 TEMPORARY HYDRAULIC MULCH SQYD 0.8500 67,065.00 60,141.890 51,120 (BONDED FIBER MATRIX) 017 STREET SWEEPING LS 400,000.0000 400,000.00 1.000 400,000 018 TEMPORARY CONCRETE WASHOUT BIN EA 20,000.0000 160,000.00 16.000 320,000 019 RAIN EVENT ACTION PLAN EA 450.0000 47,250.00 20.000 9,000 020 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 27,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 01:49 PM ESTIMATE NO. 066 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 CONSTRUCTION AREA SIGNS LS 150,000.0000 150,000.00 0.900 135,000 023 TRAFFIC CONTROL SYSTEM LS 1,400,000.0000 1,400,000.00 1.000 1,400,000 024 TYPE II BARRICADE EA 250.0000 4,000.00 16.000 4,000 025 TYPE III BARRICADE EA 175.0000 57,400.00 328.000 57,400 026 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.0000 948,000.00 0.000 0 027 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.2500 607,500.00 1,511,029.000 1,888,786 028 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 39,250.00 1,629.000 40,725 029 TEMPORARY PAVEMENT MARKER EA 6.0000 59,280.00 23,793.000 142,758 030 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,100.0000 16,500.00 12.000 13,200 031 TEMPORARY RAILING (TYPE K) LF 10.5000 1,318,380.00 130,091.000 1,365,955 032 MOVEABLE CONCRETE BARRIER LS 900,000.0000 900,000.00 1.000 900,000 033 TEMPORARY CRASH CUSHION MODULE EA 150.0000 119,100.00 773.000 115,950 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.9000 68,310.00 38,556.000 34,700 STRIPE (HAZARDOUS WASTE) 035 NOISE MONITORING LS 20,000.0000 20,000.00 1.000 20,000 036 ABANDON CULVERT LF 10.0000 6,000.00 619.200 6,192 037 ABANDON INLET EA 800.0000 4,000.00 6.000 4,800 038 OBLITERATE SURFACING SQYD 10.0000 13,500.00 1,145.000 11,450 039 REMOVE CHAIN LINK FENCE LF 6.0000 8,100.00 1,337.600 8,025 040 REMOVE METAL BEAM GUARD RAILING LF 8.0000 118,400.00 13,380.000 107,040 041 REMOVE SINGLE THRIE BEAM BARRIER LF 6.0000 23,160.00 4,766.000 28,596 (STEEL POST) 042 REMOVE CABLE RAILING LF 6.0000 2,280.00 378.500 2,271 043 REMOVE PAINTED TRAFFIC STRIPE LF 0.7500 180,000.00 53,203.000 39,902.25 708,275.000 531,206 044 REMOVE PAVEMENT MARKING SQFT 3.0000 2,310.00 2,275.000 6,825 045 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 60,000.00 82,912.000 62,184 046 REMOVE PAVEMENT MARKER EA 1.1500 29,210.00 2,870.000 3,300.50 39,005.000 44,855 047 REMOVE CHANNELIZERS EA 8.0000 144.00 18.000 144 048 REMOVE ROADSIDE SIGN EA 100.0000 4,100.00 3.000 300.00 44.000 4,400 PROGRAM CAS145 PAGE 3 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 01:49 PM ESTIMATE NO. 066 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 REMOVE SIGN STRUCTURE EA 3,500.0000 70,000.00 18.000 63,000 050 REMOVE BRIDGE MOUNTED SIGN EA 1,500.0000 6,000.00 2.000 3,000 051 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 2,050.00 401.000 2,005 052 REMOVE OVERSIDE DRAIN EA 900.0000 1,800.00 2.000 1,800 053 REMOVE CULVERT LF 6.5000 39,585.00 7,288.900 47,377 054 REMOVE INLET EA 800.0000 52,000.00 110.000 88,000 055 REMOVE HEADWALL EA 600.0000 3,000.00 5.000 3,000 056 REMOVE RETAINING WALL LF 40.0000 31,200.00 785.000 31,400 057 REMOVE CONCRETE PAVEMENT CY 70.0000 2,310,000.00 23,366.440 1,635,650 058 REMOVE ASPHALT CONCRETE SURFACING SQFT 3.0000 2,130.00 2,089.000 6,267 059 REMOVE CONCRETE DECK SURFACE SQFT 2.5000 5,850.00 920.000 2,300 060 SALVAGE CONCRETE BARRIER (TYPE K) LF 8.0000 5,120.00 140.000 1,120 061 SALVAGE PORTABLE CONCRETE BARRIER LF 6.0000 9,360.00 1,560.000 9,360 (TYPE 60K) 062 RELOCATE ROADSIDE SIGN EA 200.0000 200.00 0.000 0 063 ADJUST INLET EA 1,100.0000 46,200.00 1.000 1,100.00 53.000 58,300 064 ADJUST MANHOLE TO GRADE EA 1,100.0000 1,100.00 2.000 2,200 065 REPLACE SIGN PANEL (ROADSIDE SIGN) EA 130.0000 520.00 2.000 260.00 4.000 520 066 REMOVE CONCRETE CY 550.0000 6,050.00 38.100 20,955 067 REMOVE CONCRETE (GUTTER) LF 20.0000 7,600.00 543.500 10,870 068 REMOVE CONCRETE CURB CY 25.0000 30,500.00 795.990 19,899 069 REMOVE CONCRETE SIDEWALK CY 300.0000 1,500.00 0.000 0 070 REMOVE CONCRETE BARRIER LF 12.0000 182,760.00 13,182.420 158,189 071 REMOVE UNSOUND CONCRETE CF 75.0000 29,250.00 50.000 3,750 072 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 1,922.50 0.000 0 073 CLEAN BRIDGE DECK SQFT 0.1400 9,814.00 70,100.000 9,814.00 70,100.000 9,814 074 REMOVE SOUND WALL LF 40.0000 14,800.00 537.000 21,480 075 ACCESS OPENING, DECK EA 700.0000 9,100.00 13.000 9,100 PROGRAM CAS145 PAGE 4 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 01:49 PM ESTIMATE NO. 066 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 CAP INLET EA 800.0000 36,800.00 43.000 34,400 077 CAP RISER EA 700.0000 7,000.00 0.000 0 078 REMOVE CRASH CUSHION (SAND FILLED) EA 90.0000 990.00 11.000 990 079 BRIDGE REMOVAL LS 125,000.0000 125,000.00 1.000 125,000 080 BRIDGE REMOVAL (PORTION), LOCATION A LS 225,000.0000 225,000.00 1.000 225,000 081 BRIDGE REMOVAL (PORTION), LOCATION B LS 60,000.0000 60,000.00 1.000 60,000 082 BRIDGE REMOVAL (PORTION), LOCATION C LS 125,000.0000 125,000.00 1.000 125,000 083 BRIDGE REMOVAL (PORTION), LOCATION D LS 135,000.0000 135,000.00 1.000 135,000 084 BRIDGE REMOVAL (PORTION), LOCATION E LS 40,000.0000 40,000.00 1.000 40,000 085 BRIDGE REMOVAL (PORTION), LOCATION F LS 30,000.0000 30,000.00 1.000 30,000 086 BRIDGE REMOVAL (PORTION), LOCATION G LS 20,000.0000 20,000.00 1.000 20,000 087 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000 088 ROADWAY EXCAVATION CY 20.0000 3,440,000.00 163,424.720 3,268,494 089 ROADWAY EXCAVATION (TYPE Z-2) CY 110.0000 2,123,000.00 16,115.000 1,772,650 (AERIALLY DEPOSITED LEAD) 090 ROADWAY EXCAVATION (TYPE Y-1) CY 17.0000 149,940.00 7,243.250 123,135 (AERIALLY DEPOSITED LEAD) 091 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 092 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 0.000 0 093 STRUCTURE EXCAVATION (BRIDGE) CY 45.0000 146,925.00 3,265.000 146,925 (F) 094 STRUCTURE EXCAVATION (RETAINING WALL) CY 90.0000 958,950.00 10,535.000 948,150 (F) 095 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 55.0000 21,450.00 390.000 21,450 (F) 096 STRUCTURE EXCAVATION (TYPE Z-2) CY 265.0000 1,459,355.00 5,505.000 1,458,825 (F) (AERIALLY DEPOSITED LEAD) 097 STRUCTURE EXCAVATION (TYPE Y-1) CY 50.0000 33,600.00 672.000 33,600 (F) (AERIALLY DEPOSITED LEAD) 098 STRUCTURE BACKFILL (BRIDGE) CY 55.0000 262,515.00 4,793.000 263,615 (F) 099 STRUCTURE BACKFILL (RETAINING WALL) CY 70.0000 780,710.00 11,170.000 781,900 (F) 100 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 105.0000 19,950.00 190.000 19,950 (F) 101 PERVIOUS BACKFILL MATERIAL (RETAINING CY 70.0000 100,450.00 1,440.000 100,800 (F) WALL) 102 SAND BACKFILL CY 100.0000 8,500.00 30.540 3,054 PROGRAM CAS145 PAGE 5 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 01:49 PM ESTIMATE NO. 066 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 110.0000 40,700.00 375.000 41,250 (F) 104 LEAN CONCRETE BACKFILL CY 110.0000 12,760.00 116.500 12,815 (F) 105 DITCH EXCAVATION (TYPE Z-2) (AERIALLY CY 115.0000 111,550.00 1,344.000 154,560 DEPOSITED LEAD) 106 HIGHWAY PLANTING LS 475,000.0000 475,000.00 0.160 76,000.00 0.960 456,000 107 ROCK BLANKET SQYD 80.0000 42,400.00 398.000 31,840 108 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 500.00 1.000 500 109 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1000 3,120.00 33,244.500 3,324 110 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0 111 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 0.750 75,000 112 CLASS 2 AGGREGATE BASE CY 300.0000 300.00 0.000 0 113 AGGREGATE BASE (APPROACH SLAB) CY 230.0000 8,280.00 20.000 4,600 114 CLASS 3 AGGREGATE BASE CY 30.0000 1,308,000.00 42,773.670 1,283,210 115 LEAN CONCRETE BASE CY 105.0000 1,764,000.00 20,496.920 2,152,176 116 LEAN CONCRETE BASE (RAPID SETTING) CY 205.0000 6,068,000.00 14,595.120 2,991,999 117 HOT MIX ASPHALT TON 97.0000 991,340.00 10,754.990 1,043,234 118 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 119 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1,500.0000 4,500.00 0.000 0 PAVEMENT INTERLAYER) 120 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.5000 6,965.00 932.000 3,262 121 DATA CORE LS 6,000.0000 6,000.00 0.000 0 122 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.1500 15,265.00 6,858.110 14,744 123 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.1500 4,472.00 2,482.250 5,336 124 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.1500 19,156.50 9,448.520 20,314 125 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.1500 30,530.00 11,901.540 25,588 126 PLACE HOT MIX ASPHALT SQYD 100.0000 1,100.00 10.960 1,096 (MISCELLANEOUS AREA) 127 JOINTED PLAIN CONCRETE PAVEMENT CY 135.0000 4,657,500.00 41,091.830 5,547,397 128 PRECAST PRESTRESSED CONCRETE PAVEMENT CY 500.0000 13,850,000.00 10,070.100 5,035,050 129 JOINTED PLAIN CONCRETE PAVEMENT (RAPID CY 285.0800 5,216,964.00 3.000 855.24 18,529.670 5,282,438 STRENGTH CONCRETE 400 PSI) PROGRAM CAS145 PAGE 6 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 01:49 PM ESTIMATE NO. 066 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 JOINTED PLAIN CONCRETE PAVEMENT (RAPID CY 215.0000 1,225,500.00 2,269.970 488,043 STRENGTH CONCRETE 550 PSI) 131 SEAL PAVEMENT JOINT LF 3.0000 269,400.00 1,898.000 5,694.00 142,774.000 428,322 132 SEAL LONGITUDINAL ISOLATION JOINT LF 6.0000 426,000.00 1,119.500 6,717.00 54,941.500 329,649 133 TIE BAR (DRILL AND BOND) EA 12.0000 93,360.00 3,312.000 39,744 134 DOWEL BAR (DRILL AND BOND) EA 20.0000 16,800.00 429.000 8,580 135 DOWEL BAR RETROFIT EA 55.0000 48,950.00 24.000 1,320 136 REPAIR SPALLED JOINTS (POLYESTER GROUT) SQYD 1,050.0000 939,750.00 0.000 0 137 GRIND CONCRETE PAVEMENT SQYD 4.0000 1,362,400.00 9,629.500 38,518.00 212,992.520 851,970 138 STEEL SOLDIER PILE (HP 14 X 117) LF 60.0000 103,200.00 1,720.000 103,200 139 STEEL SOLDIER PILE (HP 14 X 89) LF 50.0000 43,500.00 900.000 45,000 140 30" DRILLED HOLE LF 55.0000 146,850.00 2,700.000 148,500 141 FURNISH STEEL PILING (HP 12 X 84) LF 60.0000 239,400.00 4,468.000 268,080 142 DRIVE STEEL PILE (HP 12 X 84) EA 1,000.0000 86,000.00 87.000 87,000 143 FURNISH STEEL PILING (HP 14 X 117) LF 80.0000 393,600.00 6,082.200 486,576 144 DRIVE STEEL PILE (HP 14 X 117) EA 1,000.0000 100,000.00 100.000 100,000 145 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 100.0000 336,400.00 2,328.080 232,808 146 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 100.0000 33,800.00 329.500 32,950 147 54" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 600.0000 126,000.00 201.500 120,900 148 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,050.0000 1,102,500.00 1,050.000 1,102,500 149 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,250.0000 262,500.00 209.000 261,250 150 FURNISH PILING (CLASS 90) LF 40.0000 254,800.00 5,939.200 237,568 (ALTERNATIVE W) 151 DRIVE PILE (CLASS 90) EA 1,000.0000 145,000.00 134.000 134,000 (ALTERNATIVE W) 152 FURNISH PILING (CLASS 140) LF 60.0000 892,200.00 16,526.000 991,560 (ALTERNATIVE W) 153 DRIVE PILE (CLASS 140) EA 1,250.0000 363,750.00 386.000 482,500 (ALTERNATIVE W) 154 MICROPILE (NPS 12 XX-STRONG) EA 15,000.0000 90,000.00 6.000 90,000 155 PRESTRESSING CAST-IN-PLACE CONCRETE LS 75,000.0000 75,000.00 1.000 75,000 156 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 260.0000 324,220.00 1,247.000 324,220 (F) PROGRAM CAS145 PAGE 7 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 01:49 PM ESTIMATE NO. 066 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 STRUCTURAL CONCRETE, BRIDGE CY 750.0000 4,407,750.00 5,883.000 4,412,250 (F) 158 STRUCTURAL CONCRETE, RETAINING WALL CY 330.0000 1,642,080.00 4,979.000 1,643,070 (F) 159 STRUCTURAL CONCRETE, APPROACH SLAB CY 685.0000 274,000.00 391.700 268,314 (F) (TYPE N) 160 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 415,200.00 448.000 537,600 (TYPE R) 161 STRUCTURAL CONCRETE CHANNEL INVERT SLAB CY 125.0000 37,500.00 300.000 37,500 (F) 162 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 428,000.00 30.390 30,390.00 466.050 466,050 (F) 163 MINOR CONCRETE (MINOR STRUCTURE) ANCHOR CY 432.0000 5,400.00 7.500 3,240 (F) BLOCK 164 MINOR CONCRETE (SOUND WALL) CY 650.0000 4,550.00 7.000 4,550 (F) 165 MINOR CONCRETE (BACKFILL) CY 100.0000 2,300.00 23.280 2,328 (F) 166 PAVING NOTCH EXTENSION CF 200.0000 49,000.00 242.500 48,500 167 FRACTURED RIB TEXTURE SQFT 12.0000 42,660.00 3,555.000 42,660 (F) 168 RIB TEXTURE (VERTICLE AND DIAGONAL) SQFT 60.0000 50,400.00 840.000 50,400 (F) 169 DRILL AND BOND DOWEL LF 16.0000 42,256.00 2,641.000 42,256 170 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 20.0000 3,120.00 156.000 3,120.00 156.000 3,120 171 RAPID SETTING CONCRETE PATCH CF 100.0000 39,000.00 50.000 5,000 172 CLOSE ACCESS, DECK EA 250.0000 3,250.00 13.000 3,250 173 FURNISH PRECAST PRESTRESSED RECTANGULAR EA 25,000.0000 150,000.00 6.000 150,000 CONCRETE GIRDER (70'-80') 174 FURNISH PRECAST PRESTRESSED RECTANGULAR EA 25,000.0000 175,000.00 7.000 175,000 CONCRETE GIRDER (80'-90') 175 FURNISH PRECAST PRESTRESSED CONCRETE EA 26,000.0000 26,000.00 0.800 20,800 U-GIRDER (60'-70') 176 FURNISH PRECAST PRESTRESSED CONCRETE EA 50,000.0000 50,000.00 1.000 50,000 U-GIRDER (90'-100') 177 ERECT PRECAST PRESTRESSED RECTANGULAR EA 5,000.0000 65,000.00 13.000 65,000 (F) CONCRETE GIRDER 178 ERECT PRECAST PRESTRESSED CONCRETE EA 12,500.0000 25,000.00 2.000 25,000 (F) U-GIRDER 179 REFINISH BRIDGE DECK SQFT 34.0000 92,446.00 750.000 25,500 180 FURNISH POLYESTER CONCRETE OVERLAY CF 105.0000 85,050.00 1,598.000 167,790 181 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 23,070.00 13,123.000 39,369 (F) 182 CORE CONCRETE (2") LF 90.0000 5,850.00 65.000 5,850 183 CORE CONCRETE (13') LF 1,100.0000 9,900.00 9.000 9,900 PROGRAM CAS145 PAGE 8 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 01:49 PM ESTIMATE NO. 066 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 CORE AND PRESSURE GROUT DOWEL LF 50.0000 87,500.00 1,750.000 87,500 185 SOUND WALL (MASONRY BLOCK) SQFT 20.4800 64,512.00 3,267.000 66,908 (F) 186 JOINT SEAL (MR 1/2") LF 25.0000 11,050.00 442.000 11,050 187 JOINT SEAL (MR 1") LF 35.0000 5,250.00 150.000 5,250 188 JOINT SEAL (MR 1 1/2") LF 80.0000 4,000.00 50.000 4,000 189 JOINT SEAL (MR 2") LF 90.0000 13,410.00 149.000 13,410 190 JOINT SEAL (TYPE AL) LF 25.0000 18,750.00 750.000 18,750 191 BONDED JOINT SEAL (MR 2 1/2") LF 165.0000 2,310.00 14.000 2,310 192 BAR REINFORCING STEEL LB 0.9500 13,205.00 0.000 0 (F) 193 BAR REINFORCING STEEL (BRIDGE) LB 0.8500 1,748,705.00 2,058,289.400 1,749,545 (F) 194 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4500 455,130.00 944,879.000 425,195 (F) 195 BAR REINFORCING STEEL (EPOXY COATED) LB 1.5000 1,290.00 860.000 1,290 (F) (BRIDGE) 196 HEADED BAR REINFORCEMENT EA 25.0000 1,900.00 76.000 1,900 (F) 197 TREAT BRIDGE DECK SQFT 0.2500 17,525.00 70,100.000 17,525.00 70,100.000 17,525 (F) 198 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 80.0000 37,600.00 470.000 37,600.00 470.000 37,600 199 PUBLIC SAFETY PLAN LS 3,000.0000 3,000.00 1.000 3,000 200 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.9500 1,950,000.00 1,000,000.000 1,950,000 (F) 201 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.5500 550,000.00 1,000,000.000 550,000 (F) 202 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8000 2,232,838.20 503,893.000 1,914,793 (F) 203 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2700 158,649.03 503,893.000 136,051 (F) 204 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 12.0000 105,480.00 5,551.600 66,619 205 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 32.0000 6,720.00 0.000 0 206 FURNISH LAMINATED PANEL SIGN SQFT 36.0000 17,280.00 0.000 0 (2 1/2"-TYPE B) 207 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,920.00 95.680 1,530.88 219.680 3,514 (0.063"-UNFRAMED) 208 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 8,640.00 211.750 3,388.00 766.750 12,268 (0.080"-UNFRAMED) 209 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 900.00 22.000 440.00 67.000 1,340 (0.063"-FRAMED) 210 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 2,090.00 28.000 616.00 93.000 2,046 (0.080"-FRAMED) PROGRAM CAS145 PAGE 9 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 01:49 PM ESTIMATE NO. 066 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 825.0000 660,000.00 790.750 652,368 (SIGN FOUNDATION) 212 METAL (BARRIER MOUNTED SIGN) LB 22.0000 18,260.00 0.000 0 213 ROADSIDE SIGN - ONE POST EA 350.0000 12,600.00 22.000 7,700.00 34.000 11,900 214 ROADSIDE SIGN - TWO POST EA 3,500.0000 31,500.00 2.000 7,000.00 2.000 7,000 215 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,650.00 6.000 900.00 8.000 1,200 METHOD) 216 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 12.0000 19,200.00 0.000 0 217 INSTALL SIGN PANEL ON BARRIER/SOUNDWALL EA 150.0000 150.00 1.000 150.00 1.000 150 218 ABUTMENT LUMBER BLOCKING MFBM 6,000.0000 36,600.00 6.100 36,600 (F) 219 TIMBER LAGGING MFBM 3,000.0000 72,000.00 24.000 72,000 (F) 220 CLEAN AND PAINT STRUCTURAL STEEL LS 260,000.0000 260,000.00 0.500 130,000.00 1.000 260,000 221 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 150.0000 39,000.00 788.750 118,312 222 12" ALTERNATIVE PIPE CULVERT LF 70.0000 11,900.00 284.000 19,880 223 18" ALTERNATIVE PIPE CULVERT LF 75.0000 183,750.00 99.100 7,432.50 2,550.780 191,308 224 24" ALTERNATIVE PIPE CULVERT LF 65.0000 108,550.00 1,456.400 94,666 225 3" PLASTIC PIPE (SCHEDULE 40 PVC) LF 4.0000 2,240.00 726.000 2,904 226 18" BITUMINOUS COATED CORRUGATED STEEL LF 150.0000 22,500.00 0.000 0 PIPE (.079" THICK) 227 24" BITUMINOUS COATED CORRUGATED STEEL LF 75.0000 24,000.00 319.600 23,970 PIPE (.079" THICK) 228 12" BITUMINOUS COATED SLOTTED CORRUGATED LF 100.0000 64,000.00 656.900 65,690 STEEL PIPE (.079" THICK) 229 18" BITUMINOUS COATED SLOTTED CORRUGATED LF 125.0000 56,250.00 1,437.200 179,650 STEEL PIPE (.079" THICK) 230 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 22.0000 120,780.00 5,126.000 112,772 231 GRATED LINE DRAIN LF 75.0000 46,500.00 42.000 3,150.00 545.000 40,875 232 12" BITUMINOUS COATED CORRUGATED STEEL LF 425.0000 8,500.00 16.900 7,182 PIPE RISER (.079" THICK) 233 36" BITUMINOUS COATED CORRUGATED STEEL LF 1,500.0000 7,500.00 0.000 0 PIPE RISER (.079" THICK) 234 WELDED STEEL PIPE CASING (BRIDGE) LF 165.0000 12,705.00 77.000 12,705.00 77.000 12,705 235 18" ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 1.000 500 236 24" ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 0.000 0 237 ROCK SLOPE PROTECTION CY 120.0000 12,000.00 52.500 6,300 (FACING, METHOD B) PROGRAM CAS145 PAGE 10 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 01:49 PM ESTIMATE NO. 066 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 CONCRETE (CHANNEL LINING) CY 300.0000 3,600.00 12.000 3,600 (F) 239 ROCK SLOPE PROTECTION FABRIC SQYD 10.0000 2,700.00 135.370 1,353 240 MINOR CONCRETE (CURB AND SIDEWALK AND CY 375.0000 75,000.00 188.150 70,556 DRIVEWAY) 241 MINOR CONCRETE (GUTTER) CY 400.0000 73,600.00 194.000 77,600 (F) 242 MINOR CONCRETE (STAMPED CONCRETE) SQFT 6.0000 186,060.00 -693.000 -4,158.00 39,575.000 237,450 243 MISCELLANEOUS IRON AND STEEL LB 1.2500 110,410.00 2,282.000 2,852.50 92,552.000 115,690 (F) 244 ISOLATION CASING LB 7.0000 42,700.00 6,100.000 42,700 (F) 245 MISCELLANEOUS METAL LB 10.0000 113,600.00 15,920.000 159,200 (F) (RESTRAINER - CABLE TYPE) 246 MISCELLANEOUS METAL (BRIDGE) LB 8.0000 259,240.00 24,200.000 193,600 (F) 247 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 110,400.00 3,680.000 22,080 (F) 248 CHAIN LINK FENCE (TYPE CL-6) LF 18.0000 21,600.00 40.000 720.00 409.140 7,364 249 3" CHAIN LINK GATE (TYPE CL-5) EA 1,000.0000 4,000.00 4.000 4,000 250 3' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 1,500.00 0.000 0 251 8' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 3,000.00 0.000 0 252 OBJECT MARKER (TYPE PB) LF 125.0000 125.00 0.000 0 253 INSTALL MEDIAN MILEAGE PANEL EA 75.0000 2,550.00 0.000 0 254 METAL BEAM GUARD RAILING (WOOD POST) LF 24.0000 309,600.00 12,399.410 297,585 255 BURIED POST AND ANCHOR EA 500.0000 1,000.00 2.000 1,000 256 CHAIN LINK RAILING LF 135.0000 4,590.00 34.000 4,590.00 34.000 4,590 (F) 257 CHAIN LINK RAILING (TYPE 7) LF 125.0000 15,500.00 0.000 0 (F) 258 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 30.0000 4,800.00 275.000 8,250 259 SINGLE THRIE BEAM BARRIER (BRIDGE) LF 45.0000 3,150.00 0.000 0 260 CABLE RAILING LF 25.0000 112,900.00 2,145.500 53,637.50 4,204.500 105,112 (F) 261 TRANSITION RAILING (TYPE WB) EA 2,500.0000 80,000.00 3.000 7,500.00 38.000 95,000 262 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 9,500.00 17.000 8,500 263 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 24,000.00 6.000 18,000 264 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 42,000.00 15.000 30,000 PROGRAM CAS145 PAGE 11 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 01:49 PM ESTIMATE NO. 066 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 CRASH CUSHION, SAND FILLED EA 425.0000 17,850.00 42.000 17,850 266 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 1.000 50,000 267 CONCRETE BARRIER (TYPE 60) LF 60.0000 67,800.00 610.800 36,648 268 CONCRETE BARRIER (TYPE 60D) LF 35.0000 176,050.00 -65.000 -2,275.00 4,582.000 160,370 269 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 155.0000 21,700.00 140.000 21,700 270 CONCRETE BARRIER (TYPE 60G) LF 60.0000 102,000.00 415.000 24,900 271 CONCRETE BARRIER (TYPE 60GC) LF 65.0000 101,400.00 538.480 35,001.20 3,381.530 219,799 272 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 250.0000 175,000.00 328.820 82,205 273 CONCRETE BARRIER (TYPE 60S) LF 45.0000 62,550.00 1,381.640 62,173 274 CONCRETE BARRIER (TYPE 60SC) LF 65.0000 11,700.00 104.410 6,786.65 562.630 36,570 275 CONCRETE BARRIER (TYPE 60SE) LF 180.0000 16,380.00 120.920 21,765 276 CONCRETE BARRIER (TYPE 60W MODIFIED) LF 185.0000 1,069,300.00 2,844.710 526,271.35 4,062.620 751,584 277 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 57.0000 88,464.00 1,552.000 88,464 (F) 278 CONCRETE BARRIER (TYPE 60R) LF 400.0000 64,000.00 90.000 36,000 279 CONCRETE BARRIER (TYPE 732) LF 65.0000 53,300.00 663.000 43,095 (F) 280 CONCRETE BARRIER (TYPE 732A) LF 55.0000 17,270.00 269.000 14,795 (F) 281 CONCRETE BARRIER (TYPE 60GCR) LF 350.0000 318,500.00 983.120 344,092 282 CONCRETE BARRIER (TYPE 732B) LF 100.0000 14,000.00 63.000 6,300 283 CONCRETE BARRIER (TYPE 60SW MODIFIED) LF 170.0000 700,400.00 323.530 55,000.10 3,585.340 609,507 284 CONCRETE BARRIER (TYPE 736) LF 55.0000 51,205.00 931.000 51,205 (F) 285 CONCRETE BARRIER (TYPE 736A) LF 52.0000 60,112.00 1,161.000 60,372 (F) 286 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 80.0000 140,800.00 36,329.000 2,906,320.00 37,625.530 3,010,042 (F) 287 CONCRETE BARRIER (TYPE 736R) LF 60.0000 11,640.00 150.000 9,000 (F) 288 CONCRETE BARRIER (TYPE 736 MODIFIED 1) LF 10.0000 6,190.00 0.000 0 (F) 289 CONCRETE BARRIER (TYPE 736B) LF 70.0000 12,600.00 176.000 12,320 290 CONCRETE BARRIER (TYPE 736B MODIFIED 1) LF 70.0000 12,600.00 259.000 18,130 291 CONCRETE BARRIER (TYPE 732SV) LF 100.0000 12,000.00 150.000 15,000 PROGRAM CAS145 PAGE 12 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 01:49 PM ESTIMATE NO. 066 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 292 CONCRETE BARRIER (TYPE 60SA MOD) LF 75.0000 37,725.00 312.000 23,400 (F) 293 CONCRETE BARRIER (TYPE 732B MOD) LF 60.0000 7,920.00 63.000 3,780 (F) 294 CONCRETE BARRIER (TYPE 736A MOD) LF 50.0000 2,800.00 0.000 0 (F) 295 CONCRETE BARRIER (TYPE 732 MOD 1) LF 40.0000 31,760.00 794.000 31,760 (F) 296 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 130,243.25 81,889.000 94,172.35 81,889.000 94,172 297 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 34,807.50 2,830.000 6,367.50 14,932.000 33,597 298 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 18,020.00 1,474.000 2,505.80 10,156.000 17,265 (BROKEN 12-3) 299 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 10,450.00 298.000 1,639.00 1,458.000 8,019 300 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 60,260.00 50,624.000 23,287.04 132,886.000 61,127 (BROKEN 36-12) 301 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 3,312.00 457.000 210.22 2,976.000 1,368 (BROKEN 17-7) 302 PAINT TRAFFIC STRIPE (2-COAT) LF 0.6000 45,180.00 171,199.000 102,719 303 PAINT PAVEMENT MARKING SQFT 6.0000 4,020.00 690.000 4,140 304 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 27,250.00 4,216.000 10,540.00 12,764.000 31,910 305 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 54,500.00 3,308.000 16,540.00 9,488.000 47,440 306 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 0.600 15,000 SYSTEM ELEMENTS DURING CONSTRUCTION 307 LIGHTING (TEMPORARY) LS 250,000.0000 250,000.00 0.030 7,500.00 0.790 197,500 308 LIGHTING (BIKEWAY) LS 50,000.0000 50,000.00 0.490 24,500 309 MODIFY TRAFFIC MONITORING STATION LS 35,000.0000 35,000.00 0.350 12,250.00 0.650 22,750 310 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 65,000.0000 65,000.00 0.290 18,850 STATION 311 MODIFY RAMP METERING SYSTEM LS 275,000.0000 275,000.00 0.110 30,250.00 0.970 266,750 312 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1,500,000.0000 1,500,000.00 0.970 1,455,000 313 COMMUNICATION SYSTEM LS 1,400,000.0000 1,400,000.00 0.130 182,000.00 0.960 1,344,000 314 CHANGEABLE MESSAGE SIGN SYSTEM LS 60,000.0000 60,000.00 0.130 7,800.00 0.960 57,600 (LOCATION 255) 315 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.260 5,200.00 0.890 17,800 (LOCATION LB257) 316 CLOSED CIRCUIT TELEVISION CAMERA LS 50,000.0000 50,000.00 0.230 11,500.00 0.620 31,000 (LOCATION LB210) 317 CLOSED CIRCUIT TELEVISION CAMERA LS 40,000.0000 40,000.00 0.310 12,400.00 0.860 34,400 (LOCATION LB219) 318 CLOSED CIRCUIT TELEVISION CAMERA LS 40,000.0000 40,000.00 -1.000 -40,000.00 0.000 0 (LOCATION LB231) PROGRAM CAS145 PAGE 13 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 01:49 PM ESTIMATE NO. 066 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 319 CLOSED CIRCUIT TELEVISION CAMERA LS 45,000.0000 45,000.00 0.030 1,350.00 0.420 18,900 (LOCATION LB237) 320 CLOSED CIRCUIT TELEVISION CAMERA LS 45,000.0000 45,000.00 0.320 14,400.00 0.730 32,850 (LOCATION LB245) 321 CLOSED CIRCUIT TELEVISION CAMERA LS 40,000.0000 40,000.00 0.250 10,000.00 0.360 14,400 (LOCATION LB257) 322 VIDEO NODE (LOCATION LB237) LS 80,000.0000 80,000.00 -1.000 -80,000.00 0.000 0 323 DATA NODE (LOCATION LB237) LS 40,000.0000 40,000.00 0.000 0 324 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 -0.110 -5,500.00 0.890 44,500 (LOCATION 2705) 325 TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 0.180 7,200.00 0.960 38,400 (LOCATION 2706) 326 TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 0.210 8,400.00 0.820 32,800 (LOCATION 2305) 327 SYSTEM TESTING AND DOCUMENTATION LS 50,000.0000 50,000.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 01:49 PM ESTIMATE NO. 066 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,378,366.58 86,648,860.71 ADJUSTMENT OF COMPENSATION 956,089.43 3,568,226.17 EXTRA WORK 421,761.22 8,716,231.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,756,217.23 98,933,318.76 328 MOBILIZATION LS 6,000,000.0000 6,000,000.00 1.000 6,000,000 ORIGINAL CONTRACT AMOUNT 102,593,895.48 TOTAL WORK COMPLETED 5,756,217.23 104,933,318.76 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,969,000.00 -4,997,100.00 TOTAL 787,217.23 99,936,218.76 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 04/30/12 900 06/25/12 00/00/00 02/21/18 1144 203 300 0 89% 95% PROGRESS IS SATISFACTORY WANG, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 11/27/17