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 07/24/15 EST. NO. 032 TIME 04:00 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 0744 718.94 E.W. @ F.A.(+) 043015 N 0744 0 0745 435.93 050115 N 0745 0 0746 512.37 050415 N 0746 0 0747 1,164.14 050615 N 0747 0 0748 163.91 050815 N 0748 0 0749 768.56 051115 N 0749 0 0750 768.56 051215 N 0750 0 0751 250.97 051315 N 0751 0 0752 768.56 051315 N 0752 0 0754 595.78 051315 N 0754 0 0755 626.40 051415 N 0755 0 0756 1,615.23 051615 N 0756 0 0757 546.18 051815 N 0757 0 0758 1,347.24 051915 N 0758 0 0759 1,030.93 051915 N 0759 0 0760 821.77 051915 N 0760 0 0761 713.76 052015 N 0761 0 0762 53.69 052015 N 0762 0 0763 365.08 052115 N 0763 0 0764 179.99 052115 N 0764 0 0765 378.52 052115 N 0765 0 0766 1,524.61 052615 N 0766 0 0767 615.88 052815 N 0767 0 0768 81.96 052815 N 0768 0 0769 153.26 053015 N 0769 0 0770 171.63 053115 N 0770 0 0771 1,588.98 061115 N 0771 0 0772 738.23 060415 N 0772 0 0773 379.24 060815 N 0773 0 0774 370.90 060915 N 0774 0 0775 443.63 061215 N 0775 0 0776 1,717.70 061415 N 0776 0 0777 755.91 061615 N 0777 0 0778 2,552.26 061715 N 0778 0 0779 647.32 061815 N 0779 0 0780 376.07 061815 N 0780 0 0781 642.84 062215 N 0781 0 0782 589.16 062315 N 0782 0 0783 618.58 062615 N 0783 0 0785 4,067.35 070715 N 0785 0 006 0155 911.26 E.W. @ F.A.(+) 050615 N 0155 0 0156 681.80 050715 N 0156 0 0157 646.18 050815 N 0157 0 0158 792.41 051115 N 0158 0 0159 759.66 051215 N 0159 0 0160 1,008.76 051315 N 0160 0 0161 645.55 051415 N 0161 0 0162 1,141.09 051415 N 0162 0 0163 1,218.61 051515 N 0163 0 0164 3,783.56 051315 N 0164 0 0165 4,026.59 051615 N 0165 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 07/24/15 EST. NO. 032 TIME 04:00 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 --------------------------------------------------------------------------- 0166 1,067.43 051815 N 0166 0 0167 1,560.75 051815 N 0167 0 0168 500.91 051915 N 0168 0 0169 537.66 052215 N 0169 0 0170 2,988.61 052615 N 0170 0 0171 917.47 061215 N 0171 0 0172 1,677.60 061715 N 0172 0 0173 4,386.86 061815 N 0173 0 0174 1,049.24 061915 N 0174 0 0175 5,768.40 062215 N 0175 0 0176 4,660.93 062315 N 0176 0 0177 2,027.55 070215 N 0177 0 0178 1,832.42 070715 N 0178 0 0179 2,663.06 070715 N 0179 0 0181 401.96 060215 N 0181 0 007 0027 822.55 E.W. @ F.A.(+) 072414 N DL0070 0028 1,339.27 072514 N DL0080 0029 216.95 081814 N DL0090 0030 1,143.99 091714 N DL0100 0031 2,769.71 091814 N DL0110 0032 706.49 092214 N DL0120 0033 1,494.64 092314 N DL0130 0034 1,299.65 092414 N DL0140 0035 536.10 092514 N DL0150 0036 1,431.71 092614 N DL0160 0037 611.47 100714 N DL0170 0038 302.56 102714 N DL0180 0039 346.17 120114 N DL0190 0040 951.21 012115 N DL0200 0041 668.16 030915 N DL0210 0042 501.09 030915 N DL0220 0044 1,922.59 051215 N 0044 0 0045 3,806.10 051315 N 0045 0 0046 1,991.00 060215 N 0046 0 0047 3,376.65 061215 N 0047 0 0048 1,058.02 061515 N 0048 0 0049 2,101.30 061615 N 0049 0 0050 414.90 031915 N DL0230 0051 572.51 040115 N DL0250 0052 1,644.56 040215 N DL0260 0053 1,466.76 040315 N DL0270 0054 2,878.15 040615 N DL0280 0055 927.54 040615 N DL0290 0056 251.89 041615 N DL0320 008 0133 1,875.84 E.W. @ F.A.(+) 031715 N 1 0 0138 183.33 012015 N 0138 0 0139 925.53 020915 N 0139 0 0140 495.02 031715 N 0140 0 0141 1,944.55 031815 N 0141 0 0142 1,214.64 031915 N 0142 0 0143 1,731.47 031915 N 0143 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 07/24/15 EST. NO. 032 TIME 04:00 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 --------------------------------------------------------------------------- 0144 558.93 032415 N 0144 0 0145 953.69 040315 N 0145 0 0146 1,458.93 040615 N 0146 0 0147 963.11 040715 N 0147 0 0148 1,501.56 040815 N 0148 0 0149 317.90 040915 N 0149 0 0150 2,031.53 041615 N 0150 0 0151 1,088.66 041715 N 0151 0 0152 764.50 042015 N 0152 0 0153 654.20 051815 N 0153 0 0154 713.63 052015 N 0154 0 0155 2,724.13 052115 N 0155 0 0156 2,442.00 052215 N 0156 0 0157 3,116.68 052715 N 0157 0 0158 1,074.70 052915 N 0158 0 0159 6,522.81 060215 N 0159 0 0160 7,895.13 060315 N 0160 0 0161 1,996.14 060815 N 0161 0 011 0059 1,643.41 E.W. @ F.A.(+) 052815 N 0059 0 0060 494.23 052915 N 0060 0 0061 488.40 060515 N 0061 0 0062 3,136.37 061015 N 0062 0 017 0158 137.49 E.W. @ F.A.(+) 052615 N 379.00 022 0214 3,071.59 E.W. @ F.A.(+) 062215 N 386.00 0215 3,085.14 062315 N 387.00 0216 887.32 062415 N 388.00 0217 707.50 061815 N 389.00 0218 2,782.79 070315 N 390.00 044 0091 391.19 E.W. @ F.A.(+) 032715 N 0091 0 0092 3,948.03 043015 N 0092 0 0093 1,107.65 043015 N 0093 0 0095 1,094.10 050115 N 0095 0 0096 1,364.31 050615 N 0096 0 0097 819.23 051015 N 0097 0 0098 706.22 051115 N 0098 0 0099 715.89 051215 N 0099 0 0100 357.94 051315 N 0100 0 0101 1,813.72 051515 N 0101 0 0102 1,431.77 051715 N 0102 0 0103 3,103.68 051815 N 0103 0 0104 548.72 052115 N 0104 0 0105 996.85 052715 N 0105 0 0106 5,623.60 052815 N 0106 0 0107 3,317.47 053015 N 0107 0 0108 2,009.61 053115 N 0108 0 0109 979.62 053115 N 0109 0 0110 789.51 060115 N 0110 0 0111 761.06 060215 N 0111 0 0113 352.12 060515 N 0113 0 0116 1,318.56 062415 N 0116 0 0118 2,392.57 062515 N 0118 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 07/24/15 EST. NO. 032 TIME 04:00 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 --------------------------------------------------------------------------- 0119 318.01 052015 N 541 0 0120 1,731.47 060615 N FC6 0 0121 678.53 060115 N 0121 0 0122 539.99 060415 N 0122 0 049 0002 757.03 E.W. @ F.A.(+) 052115 N 0002 0 0003 851.69 052215 N 0003 0 0004 1,514.07 052615 N 0004 0 0005 1,514.07 052715 N 0005 0 0006 1,135.56 052815 N 0006 0 0007 1,223.14 052915 N 0007 0 0008 1,999.68 060115 N 0008 0 0009 1,765.40 060115 N 0009 0 0010 1,469.55 060215 N 0010 0 0011 1,909.63 060315 N 0011 0 0012 788.45 060515 N 0012 0 052 0007 7,683.54 E.W. @ F.A.(+) 050415 N 0007 0 0008 11,400.11 050515 N 0008 0 0010 1,926.45 050515 N 0010 0 0011 704.24 050515 N 0011 0 0012 2,564.49 050615 N 0012 0 0014 1,191.65 050715 N 0014 0 0015 7,245.79 050815 N 0015 0 0016 1,757.01 050815 N 0016 0 0018 2,687.50 051015 N 0018 0 0025 1,077.80 051415 N 0025 0 055 0068 5,799.46 E.W. @ F.A.(+) 042715 N 0068 0 0069 535.01 051115 N 0069 0 0070 200.81 051315 N 0070 0 059 0002 941.77 A.C. @ F.A.(+) 060215 N 0002 0 0003 2,373.46 060315 N 0003 0 0004 2,000.43 060415 N 0004 0 0005 1,555.16 060515 N 0005 0 0006 1,093.66 061015 N 0006 0 0007 1,021.82 062215 N 0007 0 286,554.73 TOTAL THIS ESTIMATE 12,923,618.14 TOTAL PREVIOUS ESTIMATE 13,210,172.87 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 07/24/15 EST. NO. 032 TIME 04:00 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 DIR DIRECTED -48,240.00 032 INADEQUATE CPR -10,000.00 032 OUT OF STATE INSPEC. -5,000.00 032 UNDERPAYMENT OF WAGE 10,000.00 032 -53,240.00 -63,240.00 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 -53,240.00 -63,240.00 PROGRAM CAS145 PAGE 1 DATE 07/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 04:00 PM ESTIMATE NO. 032 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 07/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 07/24/15 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 1.000 200,000 006 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 1.5000 135,000.00 90,420.000 135,630 008 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 2.000 1,200.00 8.000 4,800 (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 1.000 250,000 013 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 17.000 8,500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 3.000 6,000 017 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 0.100 10,000.00 1.000 100,000 020 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.011 5,500.00 1.000 500,000 021 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 07/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 04:00 PM ESTIMATE NO. 032 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 07/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 07/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 25,000.00 30.000 150,000 026 TEMPORARY RAILING (TYPE K) LF 10.0000 2,250,000.00 1,100.000 11,000.00 223,580.000 2,235,800 027 TEMPORARY CRASH CUSHION MODULE EA 190.0000 148,200.00 1,137.000 216,030 028 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 1.000 20,000 030 NOISE MONITORING LS 5,000.0000 5,000.00 0.100 500.00 1.000 5,000 031 ABANDON PIPELINE EA 2,500.0000 5,000.00 2.000 5,000 032 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 76,400.00 375.000 3,000.00 12,474.510 99,796 035 REMOVE TRAFFIC STRIPE LF 0.1800 50,760.00 11,398.000 2,051.64 311,044.000 55,987 036 REMOVE PAINTED TRAFFIC STRIPE LF 0.1900 145,160.00 102,803.000 19,532.57 399,126.000 75,833 037 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.2000 4,884.00 205.000 246.00 1,763.000 2,115 038 REMOVE PAVEMENT MARKER EA 0.6000 24,360.00 1,800.000 1,080.00 52,666.000 31,599 039 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 5.000 25,000.00 12.000 60,000 041 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 3,856.700 65,563 044 REMOVE INLET EA 300.0000 22,800.00 73.000 21,900 045 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 77.000 23,100 PROGRAM CAS145 PAGE 3 DATE 07/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 04:00 PM ESTIMATE NO. 032 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 07/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 07/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 4.000 4,000.00 4.000 4,000 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.5500 122,650.00 348,277.690 191,552 054 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 3,840 059 REMOVE SOUND WALL (LF) LF 100.0000 6,000.00 60.000 6,000 060 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 1.000 300,000 072 ROADWAY EXCAVATION CY 9.0000 2,925,000.00 16,260.000 146,340.00 345,360.000 3,108,240 073 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 07/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 04:00 PM ESTIMATE NO. 032 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 07/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 07/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 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 1.000 150,000 091 3/4" GRAVEL (MISCELLANEOUS AREAS) SQYD 13.0000 890,500.00 12,210.000 158,730.00 55,095.000 716,235 092 2 1/2" GRAVEL (MISCELLANEOUS AREAS) SQYD 15.0000 41,250.00 3,880.000 58,200 093 ROCK BLANKET SQYD 65.0000 1,963,000.00 549.000 35,685.00 27,173.000 1,766,245 094 DECOMPOSED GRANITE (MISCELLANEOUS AREAS) SQYD 22.0000 195,800.00 139.000 3,058.00 7,407.000 162,954 (SQYD) 095 MULCH CY 18.0000 363,600.00 1,140.000 20,520.00 17,371.000 312,678 096 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 90,300.00 338,899.000 23,722.93 702,219.000 49,155 098 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 07/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 04:00 PM ESTIMATE NO. 032 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 07/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 07/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,495.000 17,940 (.064" THICK) 106 CLASS 2 AGGREGATE BASE (CY) CY 16.0000 2,400,000.00 -1,228.000 -19,648.00 141,581.790 2,265,308 107 AGGREGATE BASE (APPROACH SLAB) CY 25.0000 2,225.00 89.000 2,225 108 LEAN CONCRETE BASE CY 110.0000 238,700.00 -414.500 -45,595.00 2,072.670 227,993 109 HOT MIX ASPHALT TON 76.0000 10,716,000.00 132,284.340 10,053,609 110 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 36.270 3,989.70 501.460 55,160 112 DATA CORE LS 10,000.0000 10,000.00 0.000 0 113 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 1,140.00 126.000 126.00 1,038.500 1,038 114 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 19,200.00 678.000 678.00 18,586.500 18,586 115 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 2,630.00 761.000 761.00 3,086.000 3,086 116 PLACE HOT MIX ASPHALT SQYD 25.0000 47,500.00 535.100 13,377 (MISCELLANEOUS AREA) 117 LIQUID ASPHALT (PRIME COAT) TON 1,300.0000 481,000.00 1.420 1,846 118 TACK COAT TON 600.0000 120,000.00 41.930 25,158 119 JOINTED PLAIN CONCRETE PAVEMENT CY 450.0000 90,000.00 225.030 101,263 (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 9,736.000 19,472.00 22,500.000 45,000 122 SEAL ISOLATION JOINT LF 6.0000 54,180.00 12,235.000 73,410 123 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 07/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 04:00 PM ESTIMATE NO. 032 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 07/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 07/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 528,000.00 869.450 521,670 (TYPE R) 147 STRUCTURAL CONCRETE, BOX CULVERT CY 480.0000 1,779,360.00 3,604.280 1,730,054 (F) 148 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 298,100.00 242.800 267,080 (F) 149 MINOR CONCRETE (BACKFILL) CY 100.0000 35,000.00 234.000 23,400.00 325.720 32,572 150 MINOR CONCRETE (SOUND WALL) CY 400.0000 88,000.00 188.700 75,480 151 PAVING NOTCH EXTENSION CF 110.0000 6,490.00 455.600 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 7,572.00 631.000 7,572 157 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 07/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 04:00 PM ESTIMATE NO. 032 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 07/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 07/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,920.00 162.000 4,860 164 JOINT SEAL (MR 1") LF 32.0000 25,920.00 816.000 26,112 165 JOINT SEAL (MR 1 1/2") LF 50.0000 32,550.00 671.000 33,550 166 JOINT SEAL ASSEMBLY (MR 4") LF 200.0000 27,600.00 106.000 21,200.00 138.000 27,600 167 JOINT SEAL (MR 2") LF 90.0000 26,010.00 285.000 25,650 168 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 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 (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 88.000 4,400.00 261.000 13,050 179 COLUMN CASING LB 4.0000 70,404.00 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 07/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 04:00 PM ESTIMATE NO. 032 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 07/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 07/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 969,030.00 338,345.000 1,015,035 (F) 187 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 48,451.50 338,345.000 50,751 (F) 188 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 146,720.00 3,135.900 87,805.20 5,234.130 146,555 189 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 26.0000 7,280.00 272.000 7,072.00 272.000 7,072 190 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 2,700.00 132.000 1,980.00 176.000 2,640 (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 3,900.000 62,400 195 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 5.000 5,500 197 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 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 1,700.00 167.000 1,670.00 167.000 1,670 200 INSTALL ROADSIDE SIGN EA 5,500.0000 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 0.976 976,000 202 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 50.0000 24,950.00 499.000 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 07/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 04:00 PM ESTIMATE NO. 032 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 07/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 07/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 51.500 30,900 (.064" THICK) 224 GRATED LINE DRAIN LF 55.0000 15,950.00 282.700 15,548 225 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 11.000 660 227 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 9,304.800 232,620 235 MINOR CONCRETE (MISCELLANEOUS CY 500.0000 455,000.00 20.070 10,035.00 983.400 491,700 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 56,669.000 56,669 (F) 238 MISCELLANEOUS METAL (BRIDGE) LB 4.0000 335,460.00 83,865.000 335,460 (F) PROGRAM CAS145 PAGE 10 DATE 07/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 04:00 PM ESTIMATE NO. 032 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 07/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 07/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 24,697.000 123,485 (F) 241 CHAIN LINK FENCE (TYPE CL-6) LF 11.0000 381,700.00 4,344.000 47,784.00 32,290.300 355,193 242 4' CHAIN LINK GATE (TYPE CL-6) EA 750.0000 4,500.00 6.000 4,500.00 13.000 9,750 243 8' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 7,000.00 2.000 2,000.00 4.000 4,000 244 12' CHAIN LINK GATE (TYPE CL-6) EA 1,200.0000 6,000.00 2.000 2,400.00 5.000 6,000 245 CHAIN LINK FENCE LF 20.0000 21,600.00 2,165.000 43,300 (TYPE CL-8, EXTENSION ARM) 246 SURVEY MONUMENT (TYPE D) EA 350.0000 17,500.00 2.000 700.00 2.000 700 247 METAL BEAM GUARD RAILING LF 22.0000 130,900.00 387.000 8,514.00 7,913.350 174,093 248 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 301,800.00 550.580 33,034.80 5,154.820 309,289 249 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 1,675.000 50,250 (WOOD POST) 254 CABLE RAILING LF 12.0000 113,808.00 9,181.000 110,172 (F) 255 TRANSITION RAILING (TYPE WB) EA 25.0000 625.00 28.000 700 256 RAIL TENSIONING ASSEMBLY EA 600.0000 3,000.00 0.000 0 257 END CAP (TYPE A) EA 200.0000 800.00 2.000 400 258 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 18,900.00 5.000 3,500.00 34.000 23,800 259 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 22,400.00 1.000 2,800.00 4.000 11,200 260 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 85,100.00 50.000 115,000 261 CRASH CUSHION (TYPE CAT) EA 5,000.0000 25,000.00 4.000 20,000.00 5.000 25,000 262 CRASH CUSHION (TYPE CAT) BACKUP EA 400.0000 2,000.00 5.000 2,000.00 5.000 2,000 263 ALTERNATIVE CRASH CUSHION SYSTEM EA 35,000.0000 210,000.00 5.000 175,000 264 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 13.000 1,170.00 373.000 33,570 PROGRAM CAS145 PAGE 11 DATE 07/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 04:00 PM ESTIMATE NO. 032 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 07/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 07/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,181.100 102,511 272 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 3,535.000 205,030 (F) 277 CONCRETE BARRIER (TYPE 732) LF 55.0000 173,030.00 3,146.000 173,030 (F) 278 CONCRETE BARRIER (TYPE 736A) LF 58.0000 524,320.00 8,870.300 514,477 279 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 67.0000 21,239.00 317.000 21,239 (F) 280 CONCRETE BARRIER (TYPE 736B) LF 60.0000 190,800.00 3,285.220 197,113 281 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 72.0000 73,440.00 1,017.000 73,224 282 CONCRETE BARRIER (TYPE 736SV) LF 100.0000 83,000.00 1,560.000 156,000 283 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 16,890.00 8,433.000 25,299.00 10,979.000 32,937 284 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 98,600.00 231,494.000 46,298.80 531,494.000 106,298 (SPRAYABLE) 285 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1400 136,080.00 185,018.000 25,902.52 1,436,116.000 201,056 286 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 31,680.00 124.000 148.80 25,124.000 30,148 287 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 36,600.00 1,431.000 4,293.00 12,892.000 38,676 288 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 0.980 245,000 (LOCATION 1) 291 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 250,000.0000 250,000.00 0.980 245,000 (LOCATION 2) 292 WIRELESS VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 0.980 19,600 (LOCATION 1) PROGRAM CAS145 PAGE 12 DATE 07/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 04:00 PM ESTIMATE NO. 032 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 07/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 07/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.970 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 0.978 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 0.983 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 0.973 13,622 (LOCATION 3) 311 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 15,000.0000 15,000.00 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 0.976 14,640 (LOCATION 6) 314 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 12,000.0000 12,000.00 0.970 11,640 (LOCATION 7) 315 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 15,000.0000 15,000.00 0.970 14,550 (LOCATION 8) 316 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 15,000.0000 15,000.00 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 07/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 04:00 PM ESTIMATE NO. 032 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 07/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 07/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.963 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 0.978 586,800 335 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 07/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M94U4 TIME 04:00 PM ESTIMATE NO. 032 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 07/20/15 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 07/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 845,856.96 107,776,219.47 ADJUSTMENT OF COMPENSATION 8,986.30 8,110,799.85 EXTRA WORK 277,568.43 5,099,373.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,132,411.69 120,986,392.34 337 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 1,132,411.69 133,986,392.34 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -53,240.00 -63,240.00 TOTAL 1,079,171.69 133,923,152.34 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 07/24/15 439 80 57 0 96% 89% PROGRESS IS SATISFACTORY CCO TIME PENDING YOGARAJAH, MANNY RESIDENT ENGINEER PROGRAM CAS145 DATE 07/24/15