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 05/27/15 EST. NO. 030 TIME 02:27 PM R.E. NAME: YOGARAJAH, MANNY 08-0M94U4 --------------------------------------------------------------------------- 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 0663 872.88 E.W. @ F.A.(+) 021015 N 0663 0 0664 872.88 021115 N 0664 0 0665 926.78 021215 N 0665 0 0666 231.21 021215 N 0666 0 0667 339.16 021315 N 0667 0 0668 763.98 021615 N 0668 0 0669 393.05 021715 N 0669 0 0670 148.89 021715 N 0670 0 0671 666.78 021815 N 0671 0 0672 438.20 021915 N 0672 0 0673 427.51 021915 N 0673 0 0674 599.16 022015 N 0674 0 0675 637.65 022315 N 0675 0 0676 251.40 022415 N 0676 0 0677 679.77 022415 N 0677 0 0678 1,062.36 022515 N 0678 0 0679 139.75 022615 N 0679 0 0680 1,055.48 022715 N 0680 0 0681 804.45 030415 N 0681 0 0682 469.32 030415 N 0682 0 0683 872.88 030515 N 0683 0 0684 521.08 030515 N 0684 0 0685 667.59 030615 N 0685 0 0686 422.43 030915 N 0686 0 0687 380.12 030915 N 0687 0 0688 498.68 031015 N 0688 0 0689 244.52 031015 N 0689 0 0690 122.89 031215 N 0690 0 0691 361.00 031615 N 0691 0 0692 176.74 031715 N 0692 0 0693 2,361.67 031815 N 0693 0 0694 343.13 031915 N 0694 0 0695 334.99 032015 N 0695 0 0696 447.13 032115 N 0696 0 0697 198.13 032615 N 0697 0 0698 744.66 032715 N 0698 0 0699 2,497.66 032915 N 0699 0 0700 533.73 033015 N 0700 0 0701 1,213.15 033115 N 0701 0 0702 1,096.25 033115 N 0702 0 0703 413.78 033115 N 0703 0 0704 465.68 040115 N 0704 0 0705 485.13 040215 N 0705 0 0706 471.47 040215 N 0706 0 0707 412.71 040315 N 0707 0 0708 1,108.22 040615 N 0708 0 0709 407.79 040615 N 0709 0 0710 895.70 040715 N 0710 0 0711 1,080.18 040815 N 0711 0 0712 446.84 040815 N 0712 0 0713 343.26 040915 N 0713 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 05/27/15 EST. NO. 030 TIME 02:27 PM R.E. NAME: YOGARAJAH, MANNY 08-0M94U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0714 704.68 041015 N 0714 0 0715 618.62 041115 N 0715 0 0716 335.54 041215 N 0716 0 0717 666.36 041315 N 0717 0 0718 863.17 041415 N 0718 0 0719 358.10 041415 N 0719 0 0720 1,372.87 041515 N 0720 0 0721 66.99 041515 N 0721 0 0722 379.85 041515 N 0722 0 0723 568.88 042215 N 0723 0 0724 1,346.71 042815 N 0724 0 0725 615.88 042015 N 0725 0 0726 1,074.56 042215 N 0726 0 0727 305.79 042315 N 0727 0 0728 611.57 042715 N 0728 0 0729 718.94 042815 N 0729 0 0730 665.26 042915 N 0730 0 0731 228.58 050515 N 0731 0 005 0023 6,357.30 E.W. @ F.A.(+) 041715 N 0023 0 006 0130 395.90 E.W. @ F.A.(+) 010715 N 0130 0 0131 176.22 010915 N 0131 0 0132 258.13 011215 N 0132 0 0133 388.88 011515 N 0133 0 0134 647.01 011615 N 0134 0 0135 323.51 012615 N 0135 0 0136 657.98 012615 N 0136 0 0137 1,063.19 012715 N 0137 0 0138 137.79 012815 N 0138 0 0139 176.22 012915 N 0139 0 0140 323.51 013015 N 0140 0 0141 252.02 021315 N 0141 0 0142 511.21 022015 N 0142 0 0143 549.97 022315 N 0143 0 0144 733.28 022415 N 0144 0 0145 491.94 022615 N 0145 0 0146 993.68 022715 N 0146 0 0147 2,154.36 030215 N 0147 0 0148 347.15 031115 N 0148 0 0149 545.61 031315 N 0149 0 0150 418.05 040315 N 0150 0 0151 1,434.43 040715 N 0151 0 0152 7,103.39 041415 N 0152 0 0153 182.54 042215 N 0153 0 0154 440.26 042915 N 0154 0 013 0154 2,939.94 E.W. @ F.A.(+) 010515 N 0154 0 0155 343.67 010615 N 0155 0 0156 424.57 010715 N 0156 0 0157 460.80 010715 N 0157 0 0158 3,020.31 010815 N 0158 0 0159 154.17 010815 N 0159 0 0160 4,066.47 010915 N 0160 0 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 05/27/15 EST. NO. 030 TIME 02:27 PM R.E. NAME: YOGARAJAH, MANNY 08-0M94U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0161 1,153.30 011215 N 0161 0 0162 731.82 011315 N 0162 0 0163 3,684.38 011415 N 0163 0 0164 1,331.33 011515 N 0164 0 0165 4,087.07 011515 N 0165 0 0166 7,742.24 011615 N 0166 0 0167 1,528.33 011615 N 0167 0 0168 4,862.11 011715 N 0168 0 0169 543.30 011915 N 0169 0 0170 6,616.58 011915 N 0170 0 0171 2,897.88 012015 N 0171 0 0172 1,688.35 012215 N 0172 0 0173 684.06 012615 N 0173 0 0174 305.27 012815 N 0174 0 0175 448.83 012815 N 0175 0 0176 1,875.80 012815 N 0176 0 0177 3,579.90 012815 N 0177 0 0178 1,142.36 013015 N 0178 0 0179 748.89 020315 N 0179 0 0180 333.31 020415 N 0180 0 0181 720.48 020515 N 0181 0 0182 1,793.81 020615 N 0182 0 0183 2,810.23 020615 N 0183 0 0184 2,347.43 020715 N 0184 0 0185 1,174.26 020715 N 0185 0 0186 4,007.76 020915 N 0186 0 0187 224.60 021115 N 0187 0 0188 444.72 021115 N 0188 0 0189 377.09 030215 N 0189 0 0190 438.24 030215 N 0190 0 0191 1,519.99 030315 N 0191 0 0192 928.07 030715 N 0192 0 0193 889.45 030415 N 0193 0 0194 3,666.92 032515 N 0194 0 0195 1,655.81 032615 N 0195 0 0196 1,002.78 040615 N 0196 0 0197 790.09 041015 N 0197 0 0198 3,176.03 041015 N 0198 0 0199 127.19 041215 N 0199 0 0200 1,317.91 042215 N 0200 0 0201 1,272.47 042315 N 0201 0 0202 696.52 042315 N 0202 0 0203 704.24 042815 N 0203 0 0204 394.59 042915 N 0204 0 014 0043 5,610.77 E.W. @ F.A.(+) 102014 N 0043 0 0044 8,279.83 111814 N 0044 0 0045 4,414.72 111914 N 0045 0 0046 3,956.57 111914 N 0046 0 0047 5,562.55 021915 N 0047 0 0048 12,732.97 041715 N 0048 0 0049 1,163.71 050315 N 0049 0 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 05/27/15 EST. NO. 030 TIME 02:27 PM R.E. NAME: YOGARAJAH, MANNY 08-0M94U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 017 0077 11,749.80 E.W. @ F.A.(+) 022615 N 0077 0 022 0156 3,486.09 E.W. @ F.A.(+) 101114 N 0156 0 0158 8,617.16 040215 N 0158 0 0159 1,856.03 040715 N 0159 0 0188 4,783.03 041515 N 0188 0 0190 5,932.75 042315 N 0190 0 0191 7,523.54 052215 N 0191 0 0192 62,126.34 031615 N 103467 044 0052 1,446.71 E.W. @ F.A.(+) 061914 N MA4 0 0053 3,736.07 061914 N MA5 0 0054 3,197.47 062014 N MA6 0 0055 5,553.67 020215 N MA14 0 0056 10,134.65 020315 N MA15 0 0057 6,596.71 020415 N MA16 0 0058 12,009.04 020515 N MA17 0 0059 1,706.08 020615 N MA18 0 0060 2,368.89 011915 N MA19 0 0061 5,171.08 022415 N MA21 0 0062 359.12 030315 N MA22 0 0063 13,111.96 030515 N MA23 0 0064 8,397.59 030615 N MA24 0 0065 3,277.81 030915 N MA25 0 0066 10,434.74 031015 N MA26 0 0067 10,074.82 031115 N MA27 0 0068 8,200.18 031215 N MA28 0 0069 8,328.87 030315 N MA29 0 0070 6,947.42 031315 N MA35 0 0071 6,436.21 031615 N MA36 0 0072 9,253.12 031715 N MA37 0 0073 8,135.42 031815 N MA38 0 0074 4,851.01 031915 N MA39 0 0075 5,959.90 032015 N MA40 0 0076 1,596.90 032015 N MA41 0 047 0002 234.05 E.W. @ F.A.(+) 020515 N 0002 0 0003 291.47 020615 N 0003 0 0004 845.78 020715 N 0004 0 0005 291.47 020915 N 0005 0 0006 291.47 021115 N 0006 0 0007 291.47 021215 N 0007 0 0008 936.26 021415 N 0008 0 0009 759.62 022115 N 0009 0 0010 291.47 022415 N 0010 0 0011 351.09 022515 N 0011 0 0012 382.93 022615 N 0012 0 0013 291.47 030415 N 0013 0 0014 234.05 030515 N 0014 0 0015 1,050.44 030715 N 0015 0 0016 1,364.01 031415 N 0016 0 0017 1,188.16 032115 N 0017 0 0018 654.81 032115 N 0018 0 0019 291.47 033015 N 0019 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 DATE 05/27/15 EST. NO. 030 TIME 02:27 PM R.E. NAME: YOGARAJAH, MANNY 08-0M94U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0020 291.47 033115 N 0020 0 0021 291.47 040115 N 0021 0 0022 1,534.10 040415 N 0022 0 0023 322.37 040715 N 0023 0 055 0002 1,868.43 E.W. @ F.A.(+) 022015 N 0002 0 0026 3,743.93 030915 N 0026 0 0027 5,441.46 031015 N 0027 0 0028 3,490.26 031115 N 0028 0 0029 9,161.82 031215 N 0029 0 0030 9,830.72 031315 N 0030 0 0031 6,390.69 031615 N 0031 0 0032 7,450.27 031715 N 0032 0 0033 3,870.38 031815 N 0033 0 0034 1,624.39 031915 N 0034 0 0035 417.01 032015 N 0035 0 0036 2,071.20 032315 N 0036 0 0037 4,612.70 032415 N 0037 0 0038 3,276.64 032515 N 0038 0 0039 5,498.49 032515 N 0039 0 0040 7,742.70 032615 N 0040 0 0041 1,014.17 032715 N 0041 0 0042 1,609.74 032915 N 0042 0 0043 2,681.09 033015 N 0043 0 0044 5,376.64 040615 N 0044 0 0045 5,742.41 040715 N 0045 0 0046 5,827.32 040815 N 0046 0 0047 4,358.61 040915 N 0047 0 0048 8,041.77 041015 N 0048 0 0050 2,114.45 041315 N 0050 0 0051 5,267.48 041415 N 0051 0 059 0001 51,070.80 A.C. @ F.A.(+) 030215 N 0001 0 647,949.22 TOTAL THIS ESTIMATE 11,509,818.57 TOTAL PREVIOUS ESTIMATE 12,157,767.79 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 05/27/15 EST. NO. 030 TIME 02:27 PM R.E. NAME: YOGARAJAH, MANNY 08-0M94U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE UNDER PYMT OF WAGES -669.87 022 UNDER PAYMENT WAGES -8.14 023 UNDER PAYMENT WAGES 44.51 023 UNDERPAYMENT WAGES 8.14 024 UNDER PAYMENT WAGES -1,000.00 025 INADEQUATE DOC -10,000.00 026 UNDERPAYMENT OF WAGE 1,000.00 026 INADEQUATE CPR -9,000.00 028 INADEQUATE DOC 10,000.00 028 INADEQUATE CPR 9,000.00 029 UNDERPAYMENT OF WAGE -10,000.00 030 UNDERPAYMENT OF WAGE 625.36 030 -9,374.64 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -1,000.00 023 MISSING DOCUMENT -1,000.00 024 MISSING DOCUMENT 1,000.00 024 MISSING DOCUMENTS 1,000.00 025 MISSING DOCUMENTS -1,000.00 025 MISSING DOCUMENTS 1,000.00 026 MISSING DOCUMENTS -1,000.00 028 MISSING DOCUMENTS 1,000.00 029 0.00 0.00 TOTAL DEDUCTIONS -9,374.64 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 02:27 PM ESTIMATE NO. 030 BID OPENING 10/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 05/27/15 LOCATION PROGRESS ESTIMATE 08-RIV-215-43.2/45.3 ----------------- 08-SBD-215-0.0/5.1 AMES CONSTRUCTION INC IN RIVERSIDE & SAN BERNARDINO CTIES 08-RIV-91-21.5/21.7 2000 AMES DRIVE ON RTE 91 FROM SPRUCEST TO 60/91/ BURNSVILLE, MN 55306 215 SEPARATION & ON RTE 215 FROM 60/91/215 SEPARATION TO ORANGE SHOW ROAD & AT TRANSPORTATION MANAGEMENT FED. AID NO. OTHR- ( ) ,STPL-6208(18)11 ,PLN-6208(18)11 WIDEN ROADWAY WITH HMA ------------------------------------------------------------------------------------------------------------------------------------ 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 TEMPORARY FENCE (TYPE CL-6) LF 8.0000 63,040.00 7,534.000 60,272 003 TEMPORARY FENCE (TYPE CL-8) LF 15.0000 12,150.00 1,022.000 15,330 EXTENSION ARM 004 TEMPORARY FENCE (TYPE ESA) LF 4.0000 11,120.00 1,075.000 4,300 005 CONSTRUCTION SITE MANAGEMENT LS 200,000.0000 200,000.00 0.050 10,000.00 1.000 200,000 006 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.050 500.00 1.000 10,000 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 1.5000 135,000.00 1,200.000 1,800.00 84,520.000 126,780 008 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 30,000.00 9.000 27,000 009 TEMPORARY CHECK DAM LF 5.0000 27,500.00 599.000 2,995 010 MOVE-IN/MOVE-OUT EA 600.0000 7,200.00 1.000 600.00 5.000 3,000 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 38,000.00 55.000 11,000 012 STREET SWEEPING LS 250,000.0000 250,000.00 0.950 237,500 013 TEMPORARY CONCRETE WASHOUT BIN EA 6,000.0000 90,000.00 17.000 102,000 014 TEMPORARY SOIL BINDER SQYD 0.1200 124,800.00 109,909.000 13,189 015 RAIN EVENT ACTION PLAN EA 500.0000 20,000.00 2.000 1,000.00 17.000 8,500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 16,500.00 5.000 2,500 018 TIME-RELATED OVERHEAD (LS) LS 5,500,000.0000 5,500,000.00 1.000 5,500,000 019 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.080 8,000.00 0.900 90,000 020 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.989 494,500 021 TYPE II BARRICADE EA 100.0000 400.00 0.000 0 022 TYPE III BARRICADE EA 200.0000 6,400.00 35.000 7,000 PROGRAM CAS145 PAGE 2 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 02:27 PM ESTIMATE NO. 030 BID OPENING 10/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 14,000.00 526.000 18,410 024 TEMPORARY PAVEMENT MARKER EA 3.0000 54,000.00 15,368.000 46,104 025 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 150,000.00 25.000 125,000 026 TEMPORARY RAILING (TYPE K) LF 10.0000 2,250,000.00 660.000 6,600.00 221,340.000 2,213,400 027 TEMPORARY CRASH CUSHION MODULE EA 190.0000 148,200.00 14.000 2,660.00 1,116.000 212,040 028 TEMPORARY TRAFFIC SCREEN LF 2.0000 450,000.00 8,270.000 16,540 029 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 20,000.0000 20,000.00 0.500 10,000 030 NOISE MONITORING LS 5,000.0000 5,000.00 0.000 0 031 ABANDON PIPELINE EA 2,500.0000 5,000.00 0.000 0 032 OBLITERATE SURFACING SQYD 3.0000 18,210.00 7,406.050 22,218 033 REMOVE FENCE LF 5.0000 93,000.00 27,501.100 137,505 034 REMOVE METAL BEAM GUARD RAILING LF 8.0000 76,400.00 12,099.510 96,796 035 REMOVE TRAFFIC STRIPE LF 0.1800 50,760.00 294,822.000 53,067 036 REMOVE PAINTED TRAFFIC STRIPE LF 0.1900 145,160.00 187,698.000 35,662 037 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.2000 4,884.00 886.000 1,063 038 REMOVE PAVEMENT MARKER EA 0.6000 24,360.00 48,444.000 29,066 039 REMOVE ROADSIDE SIGN EA 100.0000 1,900.00 21.000 2,100 040 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 60,000.00 7.000 35,000 041 REMOVE BRIDGE MOUNTED SIGN EA 4,000.0000 16,000.00 3.000 12,000 042 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 4,800.00 0.000 0 043 REMOVE PIPE (LF) LF 17.0000 66,130.00 2,475.960 42,091 044 REMOVE INLET EA 300.0000 22,800.00 54.000 16,200 045 REMOVE RETAINING WALL (LF) LF 30.0000 21,600.00 626.000 18,780 046 REMOVE SUB-BALLAST CY 7.0000 50,540.00 7,000.000 49,000 047 REMOVE BALLAST CY 8.0000 40,080.00 5,000.000 40,000 048 REMOVE RAILROAD SHOOFLY CY 10.0000 66,500.00 0.000 0 049 RESET ROADSIDE SIGN EA 300.0000 20,700.00 9.000 2,700.00 77.000 23,100 PROGRAM CAS145 PAGE 3 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 02:27 PM ESTIMATE NO. 030 BID OPENING 10/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RELOCATE ROADSIDE SIGN EA 300.0000 11,400.00 8.000 2,400.00 53.000 15,900 051 ADJUST RISER EA 1,700.0000 3,400.00 2.000 3,400 052 ADJUST MANHOLE TO GRADE EA 1,000.0000 4,000.00 0.000 0 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.5500 122,650.00 4,111.110 2,261.11 341,408.490 187,774 054 REMOVE CONCRETE (CY) CY 65.0000 29,900.00 699.740 45,483 055 REMOVE CONCRETE CURB (LF) LF 6.0000 107,400.00 23,530.140 141,180 056 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 50.0000 1,400.00 21.150 1,057 057 REMOVE CONCRETE BARRIER LF 10.0000 254,000.00 29,575.000 295,750 058 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 10,439.70 12,800.000 3,840.00 12,800.000 3,840 059 REMOVE SOUND WALL (LF) LF 100.0000 6,000.00 0.000 0 060 CAP INLET EA 1,500.0000 10,500.00 6.000 9,000 061 REMOVE CRASH CUSHION EA 250.0000 500.00 0.000 0 062 BRIDGE REMOVAL, LOCATION A LS 100,000.0000 100,000.00 1.000 100,000 063 BRIDGE REMOVAL, LOCATION B LS 150,000.0000 150,000.00 1.000 150,000 064 BRIDGE REMOVAL, LOCATION C LS 175,000.0000 175,000.00 0.000 0 065 BRIDGE REMOVAL, LOCATION D LS 150,000.0000 150,000.00 1.000 150,000 066 BRIDGE REMOVAL (PORTION), LOCATION A LS 110,000.0000 110,000.00 1.000 110,000 067 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,000.0000 30,000.00 1.000 30,000 068 BRIDGE REMOVAL (PORTION), LOCATION C LS 30,000.0000 30,000.00 1.000 30,000 069 BRIDGE REMOVAL (PORTION), LOCATION D LS 65,000.0000 65,000.00 1.000 65,000 070 BRIDGE REMOVAL (PORTION), LOCATION E LS 90,000.0000 90,000.00 1.000 90,000 071 CLEARING AND GRUBBING (LS) LS 300,000.0000 300,000.00 0.953 285,900 072 ROADWAY EXCAVATION CY 9.0000 2,925,000.00 1,396.630 12,569.67 328,000.000 2,952,000 073 ROADWAY EXCAVATION (TYPE Y-1) CY 20.0000 25,600.00 1,271.000 25,420 (AERIALLY DEPOSITED LEAD) 074 LEAD COMPLIANCE PLAN LS 7,000.0000 7,000.00 1.000 7,000 075 ADL BURIAL LOCATION REPORT LS 3,000.0000 3,000.00 1.000 3,000 076 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 426,240.00 7,954.000 477,240 (F) PROGRAM CAS145 PAGE 4 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 02:27 PM ESTIMATE NO. 030 BID OPENING 10/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 1,971,690.00 -309.430 -9,282.90 64,178.870 1,925,366 (F) 078 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 20.0000 90,820.00 4,541.000 90,820 (F) 079 STRUCTURE EXCAVATION (GROUND ANCHOR CY 50.0000 9,700.00 194.000 9,700 (F) WALL) 080 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 175,350.00 3,334.000 166,700 (F) 081 STRUCTURE BACKFILL (RETAINING WALL) CY 30.0000 1,336,320.00 -261.650 -7,849.50 43,166.650 1,294,999 (F) 082 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 200.0000 2,800.00 14.000 2,800 (F) 083 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 100.0000 38,800.00 388.000 38,800 (F) 084 PERVIOUS BACKFILL MATERIAL CY 45.0000 45,540.00 949.000 42,705 (F) 085 PERVIOUS BACKFILL MATERIAL (RETAINING CY 4.0000 9,240.00 2,307.000 9,228 (F) WALL) 086 RAILROAD SUB-BALLAST CY 20.0000 276,000.00 8,572.000 171,440 087 SAND BACKFILL CY 300.0000 28,200.00 11.000 3,300 088 DITCH EXCAVATION CY 12.0000 45,120.00 3,359.300 40,311 089 HIGHWAY PLANTING LS 200,000.0000 200,000.00 0.000 0 090 PRUNE EXISTING PLANTS LS 150,000.0000 150,000.00 0.100 15,000.00 1.000 150,000 091 3/4" GRAVEL (MISCELLANEOUS AREAS) SQYD 13.0000 890,500.00 34,271.000 445,523 092 2 1/2" GRAVEL (MISCELLANEOUS AREAS) SQYD 15.0000 41,250.00 3,688.000 55,320.00 3,880.000 58,200 093 ROCK BLANKET SQYD 65.0000 1,963,000.00 1,931.000 125,515.00 25,460.000 1,654,900 094 DECOMPOSED GRANITE (MISCELLANEOUS AREAS) SQYD 22.0000 195,800.00 0.000 0 (SQYD) 095 MULCH CY 18.0000 363,600.00 9,821.000 176,778.00 13,321.000 239,778 096 EROSION CONTROL (HYDROSEED TYPE 2) SQFT 0.0700 36,050.00 108,900.000 7,623 097 EROSION CONTROL (HYDROSEED TYPE 1) SQFT 0.0700 90,300.00 192,099.000 13,446.93 319,760.000 22,383 098 TRANSPLANT PALM TREE EA 400.0000 3,200.00 8.000 3,200 099 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.000 0 100 IRRIGATION SYSTEM LS 75,000.0000 75,000.00 0.000 0 101 WATER METER (TYPE 1A) EA 3,000.0000 12,000.00 0.000 0 102 WATER METER (TYPE 1B) EA 3,000.0000 6,000.00 0.000 0 103 WATER METER (TYPE 1C) EA 3,000.0000 3,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 02:27 PM ESTIMATE NO. 030 BID OPENING 10/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 WATER METER (TYPE 2A) EA 3,000.0000 6,000.00 0.000 0 105 12" CORRUGATED STEEL PIPE CONDUIT LF 12.0000 22,440.00 47.000 564.00 1,495.000 17,940 (.064" THICK) 106 CLASS 2 AGGREGATE BASE (CY) CY 16.0000 2,400,000.00 142,809.790 2,284,956 107 AGGREGATE BASE (APPROACH SLAB) CY 25.0000 2,225.00 89.000 2,225.00 89.000 2,225 108 LEAN CONCRETE BASE CY 110.0000 238,700.00 2,376.600 261,426 109 HOT MIX ASPHALT TON 76.0000 10,716,000.00 1,559.780 118,543.28 131,727.960 10,011,324 110 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 80.0000 5,544,000.00 69,301.200 5,544,096 111 HOT MIX ASPHALT (TYPE A BOND BREAKER) TON 110.0000 147,400.00 404.670 44,513 112 DATA CORE LS 10,000.0000 10,000.00 0.000 0 113 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 1,140.00 763.500 763 114 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 19,200.00 16,715.500 16,715 115 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 2,630.00 2,211.000 2,211 116 PLACE HOT MIX ASPHALT SQYD 25.0000 47,500.00 502.100 12,552 (MISCELLANEOUS AREA) 117 LIQUID ASPHALT (PRIME COAT) TON 1,300.0000 481,000.00 0.000 0 118 TACK COAT TON 600.0000 120,000.00 41.930 25,158 119 JOINTED PLAIN CONCRETE PAVEMENT CY 450.0000 90,000.00 40.050 18,022.50 40.050 18,022 (RAPID STRENGTH CONCRETE) 120 JOINTED PLAIN CONCRETE PAVEMENT CY 145.0000 629,300.00 4,679.960 678,594 121 SEAL PAVEMENT JOINT LF 2.0000 45,000.00 0.000 0 122 SEAL ISOLATION JOINT LF 6.0000 54,180.00 4,515.000 27,090 123 GRIND EXISTING CONCRETE SQYD 8.0000 28,000.00 4,367.100 34,936 PAVEMENT 124 GROUND ANCHOR (VERTICAL) EA 3,000.0000 144,000.00 48.000 144,000 125 SOIL NAIL LF 25.0000 1,898,050.00 81,122.000 2,028,050 126 FURNISH STEEL PILING (HP 10 X 42) LF 25.0000 68,600.00 0.000 0 127 DRIVE STEEL PILE (HP 10 X 42) EA 1,500.0000 87,000.00 0.000 0 128 FURNISH STEEL PILING (HP 10 X 57) LF 35.0000 115,675.00 3,483.370 121,917 129 DRIVE STEEL PILE (HP 10 X 57) EA 2,500.0000 155,000.00 66.000 165,000 130 FURNISH STEEL PILING (HP 14 X 89) LF 50.0000 801,600.00 15,968.820 798,441 PROGRAM CAS145 PAGE 6 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 02:27 PM ESTIMATE NO. 030 BID OPENING 10/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DRIVE STEEL PILE (HP 14 X 89) EA 1,200.0000 408,000.00 340.000 408,000 132 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 100.0000 685,300.00 6,110.600 611,060 133 42" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 280.0000 17,360.00 0.000 0 134 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 1,161,000.00 930.000 930,000 135 FURNISH PILING (CLASS 90) LF 60.0000 12,000.00 0.000 0 ALTERNATIVE X 136 DRIVE PILE (CLASS 90) ALTERNATIVE X EA 3,000.0000 24,000.00 0.000 0 137 16" CAST-IN-DRILLED-HOLE CONCRETE LF 60.0000 373,200.00 6,198.500 371,910 PILING (SOUND WALL) 138 24" CAST-IN-DRILLED-HOLE CONCRETE LF 120.0000 15,600.00 170.000 20,400 PILING (SOUND WALL) 139 PRESTRESSING CAST-IN-PLACE CONCRETE LS 60,000.0000 60,000.00 1.000 60,000 140 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 377,250.00 1,381.000 345,250 (F) 141 STRUCTURAL CONCRETE, BRIDGE CY 650.0000 4,956,900.00 -18.000 -11,700.00 7,374.000 4,793,100 (F) 142 STRUCTURAL CONCRETE, RETAINING WALL CY 370.0000 7,221,290.00 19,195.300 7,102,261 (F) 143 STRUCTURAL CONCRETE, BARRIER SLAB CY 650.0000 11,050.00 17.000 11,050 (F) 144 STRUCTURAL CONCRETE, APRON SLAB CY 250.0000 8,250.00 0.000 0 (F) 145 STRUCTURAL CONCRETE, APPROACH SLAB CY 550.0000 124,850.00 227.000 124,850 (F) (TYPE N) 146 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 528,000.00 761.550 456,930.00 869.450 521,670 (TYPE R) 147 STRUCTURAL CONCRETE, BOX CULVERT CY 480.0000 1,779,360.00 2.780 1,334.40 3,637.210 1,745,860 (F) 148 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 298,100.00 180.810 198,891 (F) 149 MINOR CONCRETE (BACKFILL) CY 100.0000 35,000.00 91.720 9,172 150 MINOR CONCRETE (SOUND WALL) CY 400.0000 88,000.00 188.700 75,480 151 PAVING NOTCH EXTENSION CF 110.0000 6,490.00 357.800 39,358.00 455.600 50,116 152 ARCHITECTURAL SURFACE SQFT 11.0000 1,313,290.00 119,390.000 1,313,290 (F) (TEXTURED CONCRETE) BICOUNTY MURAL 153 FRACTURED RIB TEXTURE SQFT 3.0000 145,155.00 47,926.000 143,778 (F) 154 DRILL AND BOND DOWEL LF 20.0000 43,260.00 2,163.000 43,260 155 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 70.0000 2,800.00 40.000 2,800 156 CLEAN EXPANSION JOINT LF 12.0000 7,572.00 0.000 0 157 FURNISH PRECAST PRESTRESSED CONCRETE EA 40,000.0000 320,000.00 8.000 320,000 BULB-TEE GIRDER (120'-130') PROGRAM CAS145 PAGE 7 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 02:27 PM ESTIMATE NO. 030 BID OPENING 10/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ERECT PRECAST PRESTRESSED CONCRETE EA 14,000.0000 112,000.00 8.000 112,000 (F) GIRDER 159 CORE CONCRETE (1 3/4") LF 50.0000 7,100.00 142.000 7,100 160 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 18.0000 214,200.00 11,807.000 212,526 161 SOUND WALL (MASONRY BLOCK) SQFT 18.0000 763,056.00 42,392.000 763,056 (F) 162 BEARING EA 5,000.0000 200,000.00 24.000 120,000 163 JOINT SEAL (MR 1/2") LF 30.0000 4,920.00 0.000 0 164 JOINT SEAL (MR 1") LF 32.0000 25,920.00 0.000 0 165 JOINT SEAL (MR 1 1/2") LF 50.0000 32,550.00 0.000 0 166 JOINT SEAL ASSEMBLY (MR 4") LF 200.0000 27,600.00 32.000 6,400 167 JOINT SEAL (MR 2") LF 90.0000 26,010.00 0.000 0 168 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 3,034,319.40 3,281,562.000 2,953,405 (F) 169 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9000 1,941,826.50 2,109,295.000 1,898,365 (F) 170 BAR REINFORCING STEEL (BARRIER SLAB) LB 2.0000 5,558.00 2,779.000 5,558 (F) 171 BAR REINFORCING STEEL (BOX CULVERT) LB 0.8000 1,149,541.60 -3,890.000 -3,112.00 1,412,370.000 1,129,896 (F) 172 BAR REINFORCING STEEL (APRON SLAB) LB 1.5000 11,664.00 0.000 0 (F) 173 HEADED BAR REINFORCEMENT EA 15.0000 2,040.00 136.000 2,040 (F) 174 SHOTCRETE CY 550.0000 534,600.00 972.000 534,600 (F) 175 ASPHALT MEMBRANE WATERPROOFING SQFT 10.0000 4,570.00 457.000 4,570 (F) 176 TREAT BRIDGE DECK SQFT 0.3000 10,439.70 34,799.000 10,439.70 34,799.000 10,439 (F) 177 WATERPROOFING AND COVER SQFT 0.5000 16,657.00 20,577.000 10,288 178 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 50.0000 17,400.00 173.000 8,650.00 173.000 8,650 179 COLUMN CASING LB 4.0000 70,404.00 8,801.000 35,204.00 17,601.000 70,404 (F) 180 COMPOSITE COLUMN CASING SQFT 120.0000 146,040.00 1,217.000 146,040 181 FIBER REINFORCED POLYMER STRIP SQFT 35.0000 103,110.00 2,946.000 103,110 182 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.9700 19,564,389.14 7,297,087.000 14,375,261 (F) 183 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.6000 5,958,697.20 7,297,087.000 4,378,252 (F) 184 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.5000 64,399.50 14,311.000 64,399 (F) WITH WALKWAY) PROGRAM CAS145 PAGE 8 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 02:27 PM ESTIMATE NO. 030 BID OPENING 10/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.0000 14,311.00 14,311.000 14,311 (F) WITH WALKWAY) 186 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 969,030.00 337,985.000 1,013,955 (F) 187 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 48,451.50 337,985.000 50,697 (F) 188 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 146,720.00 2,098.230 58,750 189 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 26.0000 7,280.00 0.000 0 190 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 10,920.00 25.300 354 (0.063"-UNFRAMED) 191 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,700.00 44.000 660 (0.080"-UNFRAMED) 192 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 440.00 22.000 440 (0.063"-FRAMED) 193 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 850.0000 374,000.00 584.150 496,527 (SIGN FOUNDATION) 194 METAL (BARRIER MOUNTED SIGN) LB 16.0000 62,400.00 0.000 0 195 ROADSIDE SIGN - ONE POST EA 400.0000 6,000.00 20.000 8,000 196 ROADSIDE SIGN - TWO POST EA 1,100.0000 5,500.00 4.000 4,400.00 5.000 5,500 197 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 3,200.00 32.000 3,200.00 32.000 3,200 METHOD) 198 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 400.0000 1,200.00 3.000 1,200 199 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 10.0000 1,700.00 0.000 0 200 INSTALL ROADSIDE SIGN EA 5,500.0000 5,500.00 1.000 5,500.00 1.000 5,500 (LAMINATED WOOD BOX POST) 201 CLEAN AND PAINT STRUCTURAL STEEL LS 1,000,000.0000 1,000,000.00 0.200 200,000.00 0.976 976,000 202 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 50.0000 24,950.00 457.000 22,850.00 499.000 24,950 203 PREPARE AND STAIN CONCRETE SQFT 0.7500 155,349.00 167,551.000 125,663 204 RAILROAD BALLAST CY 40.0000 380,800.00 5,246.000 209,840 205 12" ALTERNATIVE PIPE CULVERT LF 110.0000 31,900.00 361.200 39,732 206 18" ALTERNATIVE PIPE CULVERT LF 60.0000 834,000.00 12,442.000 746,520 207 24" ALTERNATIVE PIPE CULVERT LF 75.0000 44,250.00 345.400 25,905 208 24" REINFORCED CONCRETE PIPE LF 90.0000 69,300.00 0.000 0 209 36" REINFORCED CONCRETE PIPE LF 250.0000 2,500.00 0.000 0 210 48" REINFORCED CONCRETE PIPE LF 210.0000 14,490.00 100.000 21,000 211 54" REINFORCED CONCRETE PIPE LF 560.0000 8,400.00 16.000 8,960 PROGRAM CAS145 PAGE 9 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 02:27 PM ESTIMATE NO. 030 BID OPENING 10/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 12" CORRUGATED STEEL PIPE (.064" THICK) LF 82.0000 14,760.00 20.000 1,640 213 30" CORRUGATED STEEL PIPE (.079" THICK) LF 84.0000 31,080.00 83.000 6,972 214 36" CORRUGATED STEEL PIPE (.079" THICK) LF 110.0000 62,700.00 344.910 37,940 215 48" CORRUGATED STEEL PIPE (.079" THICK) LF 210.0000 4,620.00 22.000 4,620 216 12" SLOTTED CORRUGATED STEEL PIPE LF 55.0000 11,000.00 196.000 10,780 (.064" THICK) 217 18" SLOTTED CORRUGATED STEEL PIPE LF 60.0000 286,200.00 4,370.400 262,224 (.064" THICK) 218 21" SLOTTED CORRUGATED STEEL PIPE LF 68.0000 55,080.00 813.200 55,297 (.064" THICK) 219 24" SLOTTED CORRUGATED STEEL PIPE LF 70.0000 49,000.00 680.000 47,600 (.064" THICK) 220 FLUME DOWNDRAIN LF 110.0000 2,200.00 0.000 0 221 12" ENTRANCE TAPER EA 520.0000 520.00 0.000 0 222 DRAINAGE INLET MARKER EA 150.0000 450.00 0.000 0 223 12" CORRUGATED STEEL PIPE RISER LF 600.0000 30,600.00 11.600 6,960 (.064" THICK) 224 GRATED LINE DRAIN LF 55.0000 15,950.00 0.000 0 225 WELDED STEEL PIPE CASING (BRIDGE) LF 100.0000 16,000.00 80.000 8,000 226 12" ALTERNATIVE FLARED END SECTION EA 60.0000 660.00 8.000 480 227 MANHOLE SHAFT PIPE REDUCER EA 1,500.0000 1,500.00 0.000 0 228 36" PRECAST CONCRETE PIPE MANHOLE LF 3,000.0000 7,500.00 0.000 0 229 ROCK SLOPE PROTECTION CY 150.0000 12,450.00 21.400 3,210 (1/4 T, METHOD B) (CY) 230 ROCK SLOPE PROTECTION CY 150.0000 6,750.00 9.230 1,384 (FACING, METHOD B) (CY) 231 CONCRETE (CHANNEL LINING) CY 300.0000 150,000.00 544.900 163,470 232 SLOPE PAVING (CONCRETE) CY 750.0000 27,000.00 36.000 27,000 (F) 233 ROCK SLOPE PROTECTION FABRIC SQYD 17.0000 1,870.00 17.700 300 234 MINOR CONCRETE (GUTTER) (LF) LF 25.0000 244,650.00 261.900 6,547.50 9,304.800 232,620 235 MINOR CONCRETE (MISCELLANEOUS CY 500.0000 455,000.00 353.710 176,855.00 963.330 481,665 CONSTRUCTION) 236 MINOR CONCRETE (CHANNEL LINING) CY 450.0000 67,050.00 149.000 67,050 237 MISCELLANEOUS IRON AND STEEL LB 1.0000 61,867.00 33,000.000 33,000 (F) 238 MISCELLANEOUS METAL (BRIDGE) LB 4.0000 335,460.00 83,865.000 335,460 (F) PROGRAM CAS145 PAGE 10 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 02:27 PM ESTIMATE NO. 030 BID OPENING 10/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 MISCELLANEOUS METAL (RESTRAINER) LB 3.0000 172,068.00 57,356.000 172,068 (F) 240 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 142,165.00 23,620.000 118,100 (F) 241 CHAIN LINK FENCE (TYPE CL-6) LF 11.0000 381,700.00 2,929.000 32,219.00 26,192.300 288,115 242 4' CHAIN LINK GATE (TYPE CL-6) EA 750.0000 4,500.00 7.000 5,250 243 8' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 7,000.00 2.000 2,000 244 12' CHAIN LINK GATE (TYPE CL-6) EA 1,200.0000 6,000.00 3.000 3,600 245 CHAIN LINK FENCE LF 20.0000 21,600.00 903.000 18,060.00 1,793.000 35,860 (TYPE CL-8, EXTENSION ARM) 246 SURVEY MONUMENT (TYPE D) EA 350.0000 17,500.00 0.000 0 247 METAL BEAM GUARD RAILING LF 22.0000 130,900.00 421.400 9,270.80 5,712.350 125,671 248 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 301,800.00 1,238.000 74,280.00 3,320.820 199,249 249 CHAIN LINK RAILING (TYPE 7) LF 80.0000 262,080.00 3,276.000 262,080 (F) 250 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 130.0000 47,450.00 365.000 47,450 (F) 251 PIPE HANDRAILING LF 45.0000 109,620.00 2,436.000 109,620 (F) 252 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 120.0000 59,040.00 492.000 59,040 (F) 253 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 47,400.00 1,325.000 39,750.00 1,675.000 50,250 (WOOD POST) 254 CABLE RAILING LF 12.0000 113,808.00 -85.400 -1,024.80 9,181.000 110,172 (F) 255 TRANSITION RAILING (TYPE WB) EA 25.0000 625.00 4.000 100.00 19.000 475 256 RAIL TENSIONING ASSEMBLY EA 600.0000 3,000.00 0.000 0 257 END CAP (TYPE A) EA 200.0000 800.00 1.000 200 258 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 18,900.00 3.000 2,100.00 26.000 18,200 259 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 22,400.00 3.000 8,400 260 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 85,100.00 7.000 16,100.00 41.000 94,300 261 CRASH CUSHION (TYPE CAT) EA 5,000.0000 25,000.00 0.000 0 262 CRASH CUSHION (TYPE CAT) BACKUP EA 400.0000 2,000.00 0.000 0 263 ALTERNATIVE CRASH CUSHION SYSTEM EA 35,000.0000 210,000.00 4.000 140,000 264 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 70.0000 966,000.00 13,591.820 951,427 265 CONCRETE BARRIER (TYPE 60P) LF 90.0000 34,200.00 60.000 5,400.00 360.000 32,400 PROGRAM CAS145 PAGE 11 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 02:27 PM ESTIMATE NO. 030 BID OPENING 10/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 CONCRETE BARRIER (TYPE 60A MOD) LF 90.0000 18,360.00 204.000 18,360 (F) 267 CONCRETE BARRIER (TYPE 60F) LF 75.0000 102,750.00 1,366.500 102,487 268 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 80.0000 58,400.00 877.000 70,160 269 CONCRETE BARRIER (TYPE 60) LF 38.0000 348,080.00 8,126.500 308,807 270 CONCRETE BARRIER (TYPE 60C) LF 63.0000 819,000.00 13,101.500 825,394 271 CONCRETE BARRIER (TYPE 60D) LF 47.0000 102,930.00 1,933.600 90,879 272 CONCRETE BARRIER (TYPE 60D MOD) LF 58.0000 618,570.00 6,966.200 404,039 273 CONCRETE BARRIER (TYPE 60GC) LF 75.0000 39,750.00 530.000 39,750 274 CONCRETE BARRIER (TYPE 60SC) LF 75.0000 106,500.00 1,416.000 106,200 275 CONCRETE BARRIER (TRANSITION) LF 150.0000 16,500.00 70.000 10,500 276 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 58.0000 205,030.00 3,180.000 184,440.00 3,180.000 184,440 (F) 277 CONCRETE BARRIER (TYPE 732) LF 55.0000 173,030.00 2,892.000 159,060 (F) 278 CONCRETE BARRIER (TYPE 736A) LF 58.0000 524,320.00 8,054.460 467,158 279 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 67.0000 21,239.00 263.000 17,621 (F) 280 CONCRETE BARRIER (TYPE 736B) LF 60.0000 190,800.00 489.000 29,340.00 3,085.220 185,113 281 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 72.0000 73,440.00 915.000 65,880 282 CONCRETE BARRIER (TYPE 736SV) LF 100.0000 83,000.00 738.900 73,890 283 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 16,890.00 378.000 1,134 284 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 98,600.00 0.000 0 (SPRAYABLE) 285 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1400 136,080.00 1,251,098.000 175,153 286 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 31,680.00 20,000.000 24,000.00 20,000.000 24,000 287 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 36,600.00 8,000.000 24,000.00 8,461.000 25,383 288 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 650,000.0000 650,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 289 SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.998 89,820 290 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 250,000.0000 250,000.00 0.010 2,500.00 0.980 245,000 (LOCATION 1) 291 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 250,000.0000 250,000.00 0.010 2,500.00 0.980 245,000 (LOCATION 2) 292 WIRELESS VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 0.020 400.00 0.980 19,600 (LOCATION 1) PROGRAM CAS145 PAGE 12 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 02:27 PM ESTIMATE NO. 030 BID OPENING 10/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 WIRELESS VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 0.020 400.00 0.970 19,400 (LOCATION 2) 294 WIRELESS VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 (LOCATION 3) 295 MODIFY WIRELESS VEHICLE DETECTION LS 25,000.0000 25,000.00 0.040 1,000.00 0.978 24,450 SYSTEM (LOCATION 1) 296 MODIFY WIRELESS VEHICLE DETECTION LS 7,000.0000 7,000.00 0.987 6,909 SYSTEM (LOCATION 2) 297 MODIFY WIRELESS VEHICLE DETECTION LS 15,000.0000 15,000.00 0.987 14,805 SYSTEM (LOCATION 3) 298 REMOVE EXISTING WIRELESS VEHICLE LS 9,000.0000 9,000.00 1.000 9,000 DETECTION SYSTEM 299 MODIFY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.997 19,940 (LOCATION 1) 300 MODIFY TRAFFIC MONITORING STATION LS 200.0000 200.00 1.000 200 (LOCATION 2) 301 MODIFY TRAFFIC MONITORING STATION LS 400.0000 400.00 1.000 400 (LOCATION 3) 302 MODIFY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.998 19,960 (LOCATION 4) 303 MODIFY TRAFFIC MONITORING STATION LS 500.0000 500.00 1.000 500 (LOCATION 5) 304 MODIFY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 1.000 20,000 (LOCATION 6) 305 TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 1.000 25,000 306 CLOSED CIRCUIT TELEVISION SYSTEM LS 11,000.0000 11,000.00 1.000 11,000 (LOCATION 1) 307 CLOSED CIRCUIT TELEVISION SYSTEM LS 200.0000 200.00 1.000 200 (LOCATION 2) 308 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 15,000.0000 15,000.00 0.020 300.00 0.983 14,745 (LOCATION 1) 309 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 400.0000 400.00 1.000 400 (LOCATION 2) 310 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 14,000.0000 14,000.00 0.020 280.00 0.973 13,622 (LOCATION 3) 311 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 15,000.0000 15,000.00 0.020 300.00 0.976 14,640 (LOCATION 4) 312 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 600.0000 600.00 1.000 600 (LOCATION 5) 313 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 15,000.0000 15,000.00 0.020 300.00 0.976 14,640 (LOCATION 6) 314 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 12,000.0000 12,000.00 0.120 1,440.00 0.970 11,640 (LOCATION 7) 315 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 15,000.0000 15,000.00 0.020 300.00 0.970 14,550 (LOCATION 8) 316 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 15,000.0000 15,000.00 0.020 300.00 0.973 14,595 (LOCATION 9) 317 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 600.0000 600.00 1.000 600 (LOCATION 10) 318 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 16,000.0000 16,000.00 0.000 0 (LOCATION 11) 319 REMOVE EXISTING RAMP METERING SYSTEM LS 5,000.0000 5,000.00 0.992 4,960 PROGRAM CAS145 PAGE 13 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 02:27 PM ESTIMATE NO. 030 BID OPENING 10/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 320 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 28,000.0000 28,000.00 0.994 27,832 321 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 29,000.0000 29,000.00 0.995 28,855 322 MODIFY RAMP METERING SYSTEM (LOCATION 3) LS 10,000.0000 10,000.00 1.000 10,000 323 MODIFY RAMP METERING SYSTEM (LOCATION 4) LS 15,000.0000 15,000.00 1.000 15,000 324 MODIFY RAMP METERING SYSTEM (LOCATION 5) LS 22,000.0000 22,000.00 0.998 21,956 325 MODIFY RAMP METERING SYSTEM (LOCATION 6) LS 20,000.0000 20,000.00 0.990 19,800 326 RAMP METERING SYSTEM (LOCATION 1) LS 23,000.0000 23,000.00 1.000 23,000 327 RAMP METERING SYSTEM (LOCATION 2) LS 30,000.0000 30,000.00 0.996 29,880 328 RAMP METERING SYSTEM (LOCATION 3) LS 37,000.0000 37,000.00 1.000 37,000 329 RAMP METERING SYSTEM (LOCATION 4) LS 30,000.0000 30,000.00 1.000 30,000 330 RAMP METERING SYSTEM (LOCATION 5) LS 40,000.0000 40,000.00 0.998 39,920 331 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 8,000.0000 8,000.00 0.350 2,800.00 0.963 7,704 332 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 8,000.0000 8,000.00 0.980 7,840 333 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1,700,000.0000 1,700,000.00 1.000 1,700,000 334 MODIFY COMMUNICATION SYSTEM LS 600,000.0000 600,000.00 0.050 30,000.00 0.978 586,800 335 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 336 BRIDGE REMOVAL, LOCATION E LS 25,000.0000 25,000.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 02:27 PM ESTIMATE NO. 030 BID OPENING 10/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,020,524.69 105,394,174.70 ADJUSTMENT OF COMPENSATION 51,070.80 7,633,730.53 EXTRA WORK 596,878.42 4,524,037.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,668,473.91 117,551,942.49 337 MOBILIZATION LS 13,000,000.0000 13,000,000.00 1.000 13,000,000 ORIGINAL CONTRACT AMOUNT 132,655,886.24 TOTAL WORK COMPLETED 2,668,473.91 130,551,942.49 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -9,374.64 -10,000.00 TOTAL 2,659,099.27 130,541,942.49 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 01/10/13 689 02/14/13 02/14/13 05/28/15 483 78 50 0 95% 99% PROGRESS IS SATISFACTORY YOGARAJAH, MANNY RESIDENT ENGINEER PROGRAM CAS145 DATE 05/27/15