PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 03/26/14 EST. NO.30 TIME 09:38 AM R.E. NAME: LOPEZ, JOSEPH 08-448404 --------------------------------------------------------------------------- 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 0125 269.89 E.W. @ F.A.(+) 032913 N 0390.0 0170 135.35 062613 N 0568.0 0195 286.13 051113 N 0667.0 0206 412.05 060613 N 0678.0 0219 419.56 061913 N 0691.0 0220 135.35 062013 N 0692.0 0222 554.89 062613 N 0694.0 0294 427.21 091113 N 0880.0 0299 1,492.83 102113 N 0885.0 0309 303.32 092713 N 1048.0 0310 500.93 100813 N 1049.0 0311 73.06 101513 N 1050.0 0312 209.36 101613 N 1051.0 0314 384.83 101813 N 1053.0 0315 390.94 102113 N 1054.0 0316 274.78 102113 N 1055.0 0317 138.99 102213 N 1056.0 0319 408.40 102213 N 1058.0 0320 274.78 102213 N 1059.0 0321 384.83 102313 N 1060.0 0322 384.83 102413 N 1061.0 0323 384.83 102513 N 1062.0 0324 73.06 102513 N 1063.0 0325 217.66 103113 N 1064.0 0326 292.25 110413 N 1065.0 0327 675.04 110513 N 1066.0 0328 209.36 110613 N 1067.0 0329 611.83 110613 N 1068.0 0330 93.13 110613 N 1069.0 0331 109.59 110713 N 1070.0 0332 274.78 110713 N 1071.0 0333 274.78 110813 N 1072.0 0340 290.21 110813 N 1073.0 0341 290.21 111213 N 1074.0 0344 382.97 110113 N 886.10 005 0087 581.42 E.W. @ F.A.(+) 103113 N 1096.0 0089 3,148.94 112113 N 1099.0 0090 438.12 112213 N 1100.0 0092 303.44 120713 N 1102.0 0093 1,039.57 121013 N 1103.0 0094 554.93 121213 N 1105.0 0095 2,072.98 121713 N 1108.0 0097 1,374.54 122113 N 1110.0 0100 4,698.84 011414 N 1114.0 0101 813.14 011514 N 1115.0 0102 657.23 011614 N 1116.0 007 0002 -12,238.97 A.C. @ U.P.(-) 022114 N 2 0 011 0050 1,489.62 E.W. @ F.A.(+) 110113 N 1086.1 0056 1,162.03 011814 N 1134.0 012 0014 4,063.90 E.W. @ F.A.(+) 091412 N 0172.1 0023 2,438.92 111813 N 1098.0 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 03/26/14 EST. NO.30 TIME 09:38 AM R.E. NAME: LOPEZ, JOSEPH 08-448404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0024 985.83 091812 N 0176.1 014 0065 3,435.60 E.W. @ F.A.(+) 120913 N 1137.0 0066 1,533.50 121013 N 1138.0 0067 1,909.99 121113 N 1139.0 0068 3,317.66 121213 N 1140.0 0069 3,844.45 121313 N 1141.0 0071 262.78 010714 N 1143.0 0073 2,142.88 010914 N 1145.0 0074 2,032.92 010914 N 1146.0 0075 3,787.52 011014 N 1147.0 0076 3,649.09 011114 N 1148.0 0077 3,144.16 011314 N 1149.0 0078 1,498.53 011314 N 1150.0 0079 606.08 011414 N 1151.0 0081 467.25 012214 N 1153.0 0082 977.50 012214 N 1154.0 0083 977.49 012314 N 1155.0 0084 904.59 012414 N 1156.0 0085 948.08 020514 N 1157.0 0087 1,610.49 061213 N 0784.1 019 0044 2,802.32 E.W. @ F.A.(+) 052913 N 0573.0 0067 1,524.15 103113 N 1163.0 0068 2,156.56 110413 N 1164.0 0069 2,234.92 111413 N 1165.0 0070 1,181.90 112013 N 1166.0 0071 944.65 121113 N 1167.0 0078 833.31 102512 N 0208.1 0079 3,693.52 051513 N 0497.1 0080 3,580.00 051613 N 0498.1 0088 785.46 053113 N 0763.1 020 0031 848.86 E.W. @ F.A.(+) 110413 N 1174.0 0032 1,095.72 112513 N 1175.0 0033 1,233.18 010614 N 1176.0 0034 1,369.81 021214 N 1177.0 025 0074 10,154.71 E.W. @ F.A.(+) 072312 N 0416.1 0076 5,729.88 100312 N 0424.1 0077 1,225.79 100812 N 0426.1 0078 1,391.78 100312 N 0423.1 0079 3,683.49 100412 N 0425.1 0080 876.65 101612 N 0428.1 0081 7,091.54 072612 N 0420.1 032 0035 105.97 E.W. @ F.A.(+) 021314 N 1180.0 0036 432.88 103113 N 1178.0 0037 835.33 020314 N 1179.0 037 0005 2,277.00 E.W. @ F.A.(+) 010813 N 0275.0 0008 1,957.27 070612 N 0407.0 0014 2,786.16 092612 N 0429.0 0019 6,424.61 100212 N 0434.0 0020 205.32 100212 N 0435.0 0031 3,865.48 073012 N 0517.0 0032 4,357.52 073112 N 0518.0 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 03/26/14 EST. NO.30 TIME 09:38 AM R.E. NAME: LOPEZ, JOSEPH 08-448404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0058 5,364.39 031613 N 0805.1 047 0009 1,479.83 E.W. @ F.A.(+) 110613 N 1123.0 0010 474.09 110713 N 1124.0 0011 2,303.22 111813 N 1125.0 0012 2,049.12 111913 N 1126.0 058 0008 6,487.00 A.C. @ F.A.(+) 021813 N 0464.0 0009 5,214.85 022113 N 0465.0 0010 6,364.42 022213 N 0466.0 0030 1,404.28 042413 N 1030.0 0044 257.86 020713 N 0301.1 0045 1,102.07 021213 N 0302.1 0046 257.86 021313 N 0303.1 0047 1,102.07 021413 N 0304.1 0048 974.34 021513 N 0305.1 0049 792.35 040313 N 0376.1 068 0001 1,519.62 A.C. @ F.A.(+) 072313 N 1002.0 0003 2,633.07 072613 N 1004.0 0004 2,248.16 072913 N 1005.0 0008 1,200.60 080213 N 1009.0 069 0016 500.54 E.W. @ F.A.(+) 121213 N 1104.0 0017 3,543.21 121613 N 1106.0 0018 573.98 121713 N 1107.0 077 0002 11,301.26 A.C. @ U.P.(+) 022014 N 2 0 199,510.98 TOTAL THIS ESTIMATE 1,545,188.58 TOTAL PREVIOUS ESTIMATE 1,744,699.56 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 03/26/14 EST. NO.30 TIME 09:38 AM R.E. NAME: LOPEZ, JOSEPH 08-448404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE FAILURE -889,324.17 12 SWPPP NON-COMPLIANCE -391,379.42 12 PERFORMANCE FAILURE 889,324.17 13 PERFORMANCE FAILURE -694,374.73 13 SWPPP NON-COMPLIANCE 391,379.42 13 PERFORMANCE FAILURE 694,374.73 15 PERFORMANCE FAILURE -867,977.50 17 PERFORMANCE FAILURE -540,367.32 17 PERFORMANCE FAILURE -12,216.56 17 PERFORMANCE FAILURE 867,977.50 18 PERFORMANCE FAILURE 540,367.32 18 PERFORMANCE FAILURE 12,216.56 18 SWPPP PERF. FAILURE -943,538.61 19 SWPPP PERF. FAILURE -96,321.57 19 SWPPP PERF FAILURE 943,538.61 20 SWPPP PERF FAILURE 96,321.57 20 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 12 PAYROLL RECEIVED 10,000.00 16 DELINQUENT PAYROLLS -3,000.00 23 DELINQUENT PAYROLLS 3,000.00 25 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:38 AM ESTIMATE NO. 30 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/26/14 LOCATION PROGRESS ESTIMATE 08-RIV-91-15.6/21.6 ----------------- SEMA CONSTRUCTION INC IN RIVERSIDE COUNTY IN RIVERSIDE 320 GODDARD WAY, SUITE 150 FROM ADAMS STREET TO THE ROUTE IRVINE, CA 92618 60/215 SEPARATION FED. AID NO. CMLN-6208(9)E CONSTRUCT HOV LANDS, WIDEN BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.250 3,750 002 TIME-RELATED OVERHEAD LS 4,200,000.0000 4,200,000.00 0.030 126,000.00 0.796 3,343,200 003 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 241,300.00 2,193.000 21,930.00 16,978.000 169,780 004 TEMPORARY SUPPORT LS 75,000.0000 75,000.00 1.000 75,000 005 CONSTRUCTION SITE MANAGEMENT LS 200,000.0000 200,000.00 0.030 6,000.00 0.798 159,600 006 PREPARE WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.000 0 PROGRAM 007 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.012 120.00 0.818 8,180 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 2.1000 117,600.00 2,126.000 4,464.60 103,688.000 217,744 009 TEMPORARY GRAVEL BAG BERM LF 10.1000 2,020.00 220.000 2,222.00 20,881.000 210,898 010 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 60,000.00 38.000 285,000 011 TEMPORARY CHECK DAM LF 3.2500 68,250.00 371.000 1,205 012 MOVE-IN/MOVE-OUT EA 365.0000 6,570.00 17.000 6,205 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 30,625.00 9.000 1,575.00 86.000 15,050 014 STREET SWEEPING LS 100,000.0000 100,000.00 0.030 3,000.00 0.798 79,800 015 TEMPORARY CONCRETE WASHOUT BIN EA 3,000.0000 15,000.00 17.000 51,000 016 TEMPORARY SOIL BINDER SQYD 0.1000 31,100.00 367,962.850 36,796 017 RAIN EVENT ACTION PLAN DAY 500.0000 43,000.00 1.000 500.00 19.000 9,500 018 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 019 STORM WATER SAMPLING AND ANALYSIS DAY DAY 1,100.0000 30,800.00 1.000 1,100.00 6.000 6,600 020 CONSTRUCTION AREA SIGNS LS 170,000.0000 170,000.00 0.700 119,000 021 TRAFFIC CONTROL SYSTEM LS 750,000.0000 750,000.00 0.030 22,500.00 0.835 626,250 022 TYPE III BARRICADE EA 5.5000 880.00 3.000 16.50 56.000 308 PROGRAM CAS145 PAGE 2 DATE 03/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:38 AM ESTIMATE NO. 30 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.1000 16,113.00 8,945.000 36,674 024 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9500 310,650.00 9,266.000 8,802.70 225,964.000 214,665 025 CHANNELIZER (SURFACE MOUNTED) EA 11.0000 17,600.00 52.000 572.00 947.000 10,417 026 FLASHING BEACON (PORTABLE) EA 500.0000 5,000.00 0.000 0 027 TEMPORARY PAVEMENT MARKER EA 4.3500 131,805.00 185.000 804.75 15,512.000 67,477 028 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,500.0000 170,000.00 16.300 138,550 029 TEMPORARY RAILING (TYPE K) LF 11.0000 1,255,100.00 5,880.000 64,680.00 105,760.000 1,163,360 030 TEMPORARY CRASH CUSHION MODULE EA 140.0000 128,800.00 1.000 140.00 806.000 112,840 031 TEMPORARY TRAFFIC SCREEN LF 3.0000 342,300.00 4,970.000 14,910.00 74,886.000 224,658 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5100 29,835.00 52,505.000 26,777 STRIPE (HAZARDOUS WASTE) 033 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 2.5500 5,151.00 0.000 0 MARKING (HAZARDOUS WASTE) 034 ABANDON INLET EA 860.0000 10,320.00 6.000 5,160 035 ABANDON PIPELINE LF 17.0000 64,260.00 1,640.500 27,888 036 REMOVE CHAIN LINK FENCE LF 12.0000 303,600.00 18,017.000 216,204 037 REMOVE MARKER EA 1.0000 50.00 0.000 0 038 REMOVE METAL BEAM GUARD RAILING LF 9.5000 67,545.00 5,810.950 55,204 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 40,545.00 1,050.000 556.50 82,746.000 43,855 040 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5500 6,579.00 3,871.000 9,871 041 REMOVE PAVEMENT MARKER EA 0.7000 9,100.00 7,493.000 5,245 042 REMOVE ROADSIDE SIGN EA 92.0000 11,040.00 2.000 184 043 REMOVE SIGN STRUCTURE EA 2,900.0000 63,800.00 23.000 66,700 044 REMOVE SIGN PANEL EA 470.0000 470.00 0.000 0 045 REMOVE PIPE LF 78.0000 151,320.00 104.000 8,112.00 1,442.500 112,515 046 REMOVE INLET EA 820.0000 39,360.00 31.000 25,420 047 RESET ROADSIDE SIGN (ONE POST) EA 300.0000 6,600.00 0.000 0 048 RELOCATE ROADSIDE SIGN-ONE POST EA 310.0000 13,020.00 0.000 0 049 RELOCATE SIGN PANEL EA 380.0000 1,140.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:38 AM ESTIMATE NO. 30 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ADJUST INLET EA 2,500.0000 2,500.00 1.000 2,500 051 COLD PLANE HMA PAVEMENT (2" MAX) SQYD 1.8500 77,885.00 0.000 0 052 REMOVE CONCRETE CY 60.0000 415,200.00 579.420 34,765.20 3,680.770 220,846 053 REMOVE MASONRY RETAINING WALL LF 40.0000 9,200.00 749.000 29,960 054 REMOVE UNSOUND CONCRETE CF 120.0000 3,120.00 0.000 0 055 CLEAN BRIDGE DECK SQFT 0.3000 16,277.10 0.000 0 056 CAP INLET EA 880.0000 7,040.00 1.000 880 057 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 059 BRIDGE REMOVAL, LOCATION F LS 53,300.0000 53,300.00 0.000 0 060 BRIDGE REMOVAL, LOCATION G LS 53,300.0000 53,300.00 0.000 0 061 BRIDGE REMOVAL, LOCATION H LS 53,300.0000 53,300.00 1.000 53,300 062 BRIDGE REMOVAL, LOCATION I LS 53,300.0000 53,300.00 1.000 53,300 063 BRIDGE REMOVAL (PORTION), LOCATION A LS 53,300.0000 53,300.00 1.000 53,300 064 BRIDGE REMOVAL (PORTION), LOCATION B LS 53,300.0000 53,300.00 0.950 50,635 065 BRIDGE REMOVAL (PORTION), LOCATION C LS 53,300.0000 53,300.00 1.000 53,300 066 BRIDGE REMOVAL (PORTION), LOCATION D LS 53,300.0000 53,300.00 1.000 53,300 067 BRIDGE REMOVAL (PORTION), LOCATION E LS 53,300.0000 53,300.00 0.970 51,701 068 BRIDGE REMOVAL (PORTION), LOCATION K LS 53,300.0000 53,300.00 0.000 0 069 BRIDGE REMOVAL, LOCATION J LS 53,300.0000 53,300.00 0.000 0 070 CLEARING AND GRUBBING LS 2,000,000.0000 2,000,000.00 0.985 1,970,000 071 ROADWAY EXCAVATION CY 10.0000 3,810,000.00 4,556.360 45,563.60 322,408.470 3,224,084 072 SITE GRADING SQYD 1.1000 16,170.00 10,845.670 11,930 073 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 074 TIRE SHRED EXCAVATION CY 25.0000 19,000.00 1,176.000 29,400 075 WASTE TRANSPORTATION AND DISPOSAL CY 100.0000 76,000.00 1,176.000 117,600 (TIRE SHRED MATERIALS) 076 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 935,650.00 10,713.000 535,650 (F) PROGRAM CAS145 PAGE 4 DATE 03/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:38 AM ESTIMATE NO. 30 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/26/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,230,150.00 2,240.220 67,206.60 102,042.040 3,061,261 (F) 078 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 75.0000 73,425.00 0.000 0 (F) 079 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 90.0000 426,870.00 4,577.870 412,008 (F) 080 STRUCTURE BACKFILL (BRIDGE) CY 35.0000 546,490.00 660.780 23,127.30 8,244.080 288,542 (F) 081 STRUCTURE BACKFILL (RETAINING WALL) CY 35.0000 3,809,575.00 51,361.240 1,797,643 (F) 082 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 75.0000 28,050.00 0.000 0 (F) 083 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 75.0000 5,325.00 0.000 0 (F) 084 PERVIOUS BACKFILL MATERIAL CY 60.0000 41,700.00 65.000 3,900.00 334.800 20,088 (F) 085 PERVIOUS BACKFILL MATERIAL (RETAINING CY 42.0000 326,298.00 3,850.780 161,732 (F) WALL) 086 SUBBALLAST CY 38.0000 202,920.00 1,965.240 74,679 087 SAND BACKFILL CY 23.0000 8,510.00 165.080 3,796 088 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 90.0000 8,280.00 92.000 8,280 (F) 089 CLASS 4 CONCRETE (BACKFILL) CY 55.0000 3,355.00 39.000 2,145 090 LEAN CONCRETE BACKFILL CY 90.0000 12,150.00 135.000 12,150 (F) 091 DITCH EXCAVATION CY 9.0000 51,570.00 4,844.000 43,596 092 EARTH RETAINING STRUCTURE, LOCATION A SQFT 38.0000 393,414.00 1,035.000 39,330.00 8,282.000 314,716 (F) 093 EARTH RETAINING STRUCTURE, LOCATION B SQFT 36.0000 765,324.00 20,007.000 720,252 (F) 094 EARTH RETAINING STRUCTURE, LOCATION C SQFT 34.0000 453,866.00 13,349.000 453,866 (F) 095 EARTH RETAINING STRUCTURE, LOCATION D SQFT 47.0000 255,915.00 0.000 0 (F) 096 EARTH RETAINING STRUCTURE, LOCATION E SQFT 39.0000 923,442.00 5,435.950 212,002 (F) 097 SOIL NAIL ASSEMBLY LF 27.0000 1,161,324.00 44,745.810 1,208,136 098 HIGHWAY PLANTING LS 800,000.0000 800,000.00 0.000 0 099 GRAVEL (MISCELLANEOUS AREAS) SQFT 1.7000 535,500.00 0.000 0 (3/4" BURGUNDY) 100 GRAVEL (MISCELLANEOUS AREAS) SQFT 1.5000 72,750.00 0.000 0 (2 1/2" BURGUNDY) 101 ROCK BLANKET SQYD 51.0000 1,412,700.00 0.000 0 102 COMPOST (INCORPORATE) SQYD 3.0000 342,000.00 0.000 0 103 TRANSPLANT PALM TREE EA 3,700.0000 40,700.00 1.500 5,550 PROGRAM CAS145 PAGE 5 DATE 03/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:38 AM ESTIMATE NO. 30 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 0.000 0 105 IRRIGATION SYSTEM LS 900,000.0000 900,000.00 0.000 0 106 4" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 53.0000 24,380.00 0.000 0 107 8" GALVANIZED STEEL PIPE LF 64.0000 29,440.00 102.000 6,528 108 3" SUPPLY LINE (BRIDGE) LF 43.0000 42,226.00 140.000 6,020 (F) 109 WATER METER EA 1,600.0000 25,600.00 0.000 0 110 8" GATE VALVE WITH SLEEVE AND COVER EA 800.0000 3,200.00 2.000 1,600 111 12" CORRUGATED STEEL PIPE CONDUIT LF 48.0000 39,360.00 253.000 12,144 (.064" THICK) 112 12" WELDED STEEL PIPE CONDUIT LF 540.0000 216,000.00 271.000 146,340 (.250" THICK) 113 EXTEND 6" CONDUIT LF 300.0000 3,000.00 0.000 0 114 BOOSTER PUMP (TYPE 1) EA 28,900.0000 231,200.00 0.000 0 115 BOOSTER PUMP (TYPE 2) EA 26,900.0000 80,700.00 0.000 0 116 CLASS 2 AGGREGATE SUBBASE CY 17.0000 391,000.00 62.220 1,057.74 12,581.840 213,891 117 CLASS 2 AGGREGATE BASE CY 21.0000 735,000.00 2,863.170 60,126.57 18,104.970 380,204 118 AGGREGATE BASE (APPROACH SLAB) CY 400.0000 2,000.00 5.000 2,000 119 LEAN CONCRETE BASE CY 130.0000 1,430,000.00 30.050 3,906.50 5,432.770 706,260 120 HOT MIX ASPHALT (TYPE A, BOND BREAKER) TON 97.0000 615,950.00 2,890.200 280,349 121 HOT MIX ASPHALT (TYPE A) TON 80.0000 5,824,000.00 5,266.270 421,301.60 30,864.110 2,469,128 122 DATA CORE LS 10,000.0000 10,000.00 0.000 0 123 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 1,920.00 0.000 0 124 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 15,120.00 0.000 0 125 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 1,020.00 0.000 0 126 PLACE HOT MIX ASPHALT SQYD 3.5000 16,345.00 0.000 0 (MISCELLANEOUS AREA) 127 ASPHALTIC EMULSION (PAINT BINDER) TON 900.0000 162,000.00 0.000 0 128 JOINTED PLAIN CONCRETE PAVEMENT CY 160.0000 5,024,000.00 585.780 93,724.80 13,408.340 2,145,334 129 CONCRETE PAVEMENT CY 270.0000 1,719,900.00 1,077.720 290,984 (RAPID STRENGTH CONCRETE) 130 SEAL PAVEMENT JOINT LF 3.0000 375,000.00 12,181.400 36,544 PROGRAM CAS145 PAGE 6 DATE 03/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:38 AM ESTIMATE NO. 30 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 SEAL LONGITUDINAL ISOLATION JOINT LF 5.0000 183,750.00 2,285.600 11,428 132 GRIND EXISTING CONCRETE SQYD 4.3000 52,890.00 10,138.080 43,593 PAVEMENT 133 STEEL SOLDIER PILE (HP 12 X 84) LF 48.0000 80,448.00 1,644.140 78,918 134 FURNISH STEEL PILING (HP 10 X 57) LF 48.0000 203,664.00 4,243.000 203,664 135 DRIVE STEEL PILE (HP 10 X 57) EA 1,600.0000 142,400.00 89.000 142,400 136 FURNISH STEEL PILING (HP 14 X 89) LF 48.0000 1,742,976.00 36,044.000 1,730,112 137 DRIVE STEEL PILE (HP 14 X 89) EA 1,800.0000 979,200.00 278.000 500,400 138 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 620.0000 1,370,820.00 976.500 605,430 139 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,250.0000 963,750.00 598.500 748,125 140 FURNISH PILING (CLASS 90) LF 21.0000 24,360.00 1,416.970 29,756 (ALTERNATIVE X) 141 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 1,500.0000 60,000.00 32.000 48,000 142 FURNISH PILING (CLASS 90) LF 21.0000 25,746.00 1,226.000 25,746 (ALTERNATIVE V) 143 DRIVE PILE (CLASS 90) EA 1,600.0000 48,000.00 30.000 48,000 (ALTERNATIVE V) 144 FURNISH PILING (CLASS 140) LF 21.0000 94,164.00 4,484.000 94,164 (ALTERNATIVE V) 145 DRIVE PILE (CLASS 140) EA 1,400.0000 187,600.00 121.000 169,400 (ALTERNATIVE V) 146 FURNISH PILING (CLASS 90-ALTERNATIVE X) LF 27.0000 18,090.00 670.000 18,090 147 DRIVE PILE (CLASS 90-ALTERNATIVE X) EA 1,400.0000 39,200.00 28.000 39,200 148 42" DRILLED HOLE LF 78.0000 67,704.00 813.540 63,456 149 PRESTRESSING CAST-IN-PLACE CONCRETE LS 485,500.0000 485,500.00 0.830 402,965 150 TIEBACK ANCHOR EA 6,000.0000 132,000.00 0.000 0 151 TIEDOWN ANCHOR EA 4,800.0000 153,600.00 16.000 76,800 152 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 140.0000 455,700.00 -25.720 -3,600.80 2,106.870 294,961 (F) 153 STRUCTURAL CONCRETE, BRIDGE CY 300.0000 3,959,700.00 268.500 80,550.00 9,920.830 2,976,249 (F) 154 STRUCTURAL CONCRETE, RETAINING WALL CY 200.0000 7,030,000.00 78.000 15,600.00 24,121.780 4,824,356 (F) 155 STRUCTURAL CONCRETE, SOUND WALL CY 380.0000 19,380.00 0.000 0 (F) 156 STRUCTURAL CONCRETE, BARRIER SLAB CY 400.0000 735,600.00 60.500 24,200.00 892.000 356,800 (F) 157 STRUCTURAL CONCRETE, APPROACH SLAB CY 610.0000 319,030.00 164.000 100,040 (F) (TYPE N) PROGRAM CAS145 PAGE 7 DATE 03/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:38 AM ESTIMATE NO. 30 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 63,600.00 53.000 63,600 (TYPE R) 159 STRUCTURAL CONCRETE, BOX CULVERT CY 580.0000 1,009,200.00 1,791.320 1,038,965 (F) 160 STRUCTURAL CONCRETE, APPRON SLAB CY 420.0000 46,620.00 30.000 12,600.00 54.000 22,680 (F) 161 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 752,000.00 26.970 43,152.00 278.600 445,760 162 MINOR CONCRETE (SOUND WALL) CY 510.0000 12,240.00 0.000 0 163 STRUCTURAL CONCRETE, PILE CAP CY 390.0000 41,340.00 99.000 38,610 (F) 164 ARCHITECTURAL SURFACE SQFT 7.0000 233,352.00 30,611.580 214,281 (F) (TEXTURE CONCRETE) FRACTURED RIB TEXTURE 165 ARCHITECTURAL SURFACE (TEXTURE CONCRETE) SQFT 10.0000 296,650.00 29,665.000 296,650 (F) SPLIT SLATE TEXTURE 166 ARCHITECTURAL SURFACE (TEXTURE CONCRETE) SQFT 2.6000 646,869.60 4,408.000 11,460.80 92,940.730 241,645 (F) FRACTURED RIB SPLIT SLATE TEXTURE 167 DRILL AND BOND DOWEL LF 31.0000 19,282.00 436.330 13,526 168 CLEAN EXPANSION JOINT LF 14.0000 3,080.00 0.000 0 169 RAPID SETTING CONCRETE PATCH CF 150.0000 3,900.00 0.000 0 170 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,900.0000 97,300.00 0.000 0 GIRDER (70'-80') 171 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,900.0000 222,400.00 9.000 125,100 GIRDER (80'-90') 172 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,000.0000 400,000.00 18.000 288,000.00 18.000 288,000 GIRDER (90'-100') 173 FURNISH PRECAST PRESTRESSED CONCRETE EA 32,000.0000 224,000.00 7.000 224,000 BULB-TEE GIRDER (110'-120') 174 FURNISH PRECAST PRESTRESSED CONCRETE EA 37,300.0000 335,700.00 9.000 335,700 BULB-TEE GIRDER (130'-140') 175 ERECT PRECAST PRESTRESSED CONCRETE EA 4,100.0000 262,400.00 25.000 102,500 GIRDER 176 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 21.0000 212,100.00 14,559.800 305,755 (F) 177 SOUND WALL (MASONRY BLOCK) SQFT 21.0000 151,347.00 0.000 0 (F) 178 SOUND WALL (BARRIER CONCRETE) SQFT 19.0000 41,230.00 0.000 0 (F) 179 PTFE BEARING EA 1,300.0000 7,800.00 6.000 7,800 180 PTFE SPHERICAL BEARING EA 3,700.0000 59,200.00 8.000 29,600 181 JOINT SEAL (MR 1/2") LF 74.0000 4,292.00 0.000 0 182 JOINT SEAL (MR 1") LF 71.0000 53,321.00 0.000 0 183 JOINT SEAL ASSEMBLY (MR 3") LF 330.0000 12,210.00 0.000 0 184 JOINT SEAL ASSEMBLY (MR 4") LF 650.0000 24,050.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 03/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:38 AM ESTIMATE NO. 30 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 JOINT SEAL ASSEMBLY (MR 5") LF 820.0000 29,520.00 0.000 0 186 JOINT SEAL (MR 2") LF 350.0000 86,100.00 0.000 0 187 JOINT SEAL ASSEMBLY (MR 8") LF 1,500.0000 36,000.00 0.000 0 188 BAR REINFORCING STEEL LB 0.9300 287,219.34 304,766.950 283,433 (F) 189 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 2,933,149.60 26,501.000 21,200.80 2,758,465.790 2,206,772 (F) 190 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9500 4,287,891.50 2,919,558.130 2,773,580 (F) 191 SHOTCRETE CY 930.0000 798,870.00 710.800 661,044 (F) 192 TREAT BRIDGE DECK SQFT 0.3500 18,989.95 0.000 0 (F) 193 WATERPROOFING AND COVER SQFT 14.0000 161,028.00 5,682.000 79,548 (F) 194 PUBLIC SAFETY PLAN LS 5,300.0000 5,300.00 0.000 0 195 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 80.0000 46,720.00 0.000 0 196 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.2500 2,710,518.75 2,058,059.500 2,572,574 (F) 197 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.5000 1,084,207.50 1,064,660.000 532,330 (F) 198 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.8000 50,318.40 0.000 0 (F) WITH WALKWAY) 199 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.7000 28,304.10 0.000 0 (F) WITH WALKWAY) 200 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 1,267,400.00 0.000 0 (F) 201 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2100 66,538.50 0.000 0 (F) 202 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 55,350.00 0.000 0 203 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 27.0000 13,230.00 0.000 0 204 FURNISH LAMINATED PANEL SIGN SQFT 38.0000 6,840.00 0.000 0 (2 1/2"-TYPE B) 205 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 38,800.00 0.000 0 (0.063"-UNFRAMED) 206 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 26,180.00 0.000 0 (0.080"-UNFRAMED) 207 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 6,250.00 0.000 0 (0.063"-FRAMED) 208 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 9,450.00 0.000 0 (0.080"-FRAMED) 209 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 110.0000 4,180.00 0.000 0 (SIGN FOUNDATION) 210 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,100.0000 484,000.00 72.000 79,200 (SIGN FOUNDATION) 211 ROADSIDE SIGN (WALL MOUNTED SIGN) EA 2,300.0000 39,100.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 03/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:38 AM ESTIMATE NO. 30 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 ROADSIDE SIGN - ONE POST EA 340.0000 47,600.00 0.000 0 213 ROADSIDE SIGN - TWO POST EA 860.0000 13,760.00 0.000 0 214 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 190.0000 1,140.00 0.000 0 METHOD) 215 INSTALL SIGN OVERLAY SQFT 49.0000 784.00 0.000 0 216 INSTALL ROADSIDE SIGN EA 3,500.0000 77,000.00 0.000 0 (LAMINATED WOOD BOX POST) 217 TIMBER LAGGING MFBM 690.0000 20,700.00 0.000 0 (F) 218 CLEAN AND PAINT STRUCTURAL STEEL LS 268,800.0000 268,800.00 0.000 0 219 PREPARE AND PAINT CONCRETE SQFT 1.2000 588,000.00 0.000 0 220 6" ALTERNATIVE PIPE CULVERT LF 42.0000 966.00 0.000 0 221 12" ALTERNATIVE PIPE CULVERT LF 36.0000 26,280.00 596.000 21,456 222 18" ALTERNATIVE PIPE CULVERT LF 41.0000 71,750.00 1,120.000 45,920 223 24" ALTERNATIVE PIPE CULVERT LF 52.0000 8,840.00 128.000 6,656 224 30" ALTERNATIVE PIPE CULVERT LF 63.0000 47,880.00 760.000 47,880 225 48" ALTERNATIVE PIPE CULVERT LF 89.0000 5,963.00 0.000 0 226 30" X 10" ALTERNATIVE PIPE ARCH CULVERT LF 66.0000 3,696.00 0.000 0 227 12" REINFORCED CONCRETE PIPE LF 56.0000 31,920.00 179.400 10,046 228 15" REINFORCED CONCRETE PIPE LF 85.0000 5,950.00 40.000 3,400 229 18" REINFORCED CONCRETE PIPE LF 82.0000 277,980.00 1,590.500 130,421 230 24" REINFORCED CONCRETE PIPE LF 140.0000 320,600.00 120.000 16,800.00 1,405.700 196,798 231 30" REINFORCED CONCRETE PIPE LF 110.0000 59,400.00 196.400 21,604 232 36" REINFORCED CONCRETE PIPE LF 100.0000 53,000.00 527.800 52,780 233 48" REINFORCED CONCRETE PIPE LF 140.0000 16,800.00 0.000 0 234 54" REINFORCED CONCRETE PIPE LF 180.0000 102,600.00 570.000 102,600 235 60" REINFORCED CONCRETE PIPE LF 240.0000 28,800.00 130.000 31,200 236 12" CORRUGATED STEEL PIPE LF 64.0000 17,920.00 24.700 1,580.80 236.400 15,129 237 18" CORRUGATED STEEL PIPE (.064" THICK) LF 63.0000 7,560.00 116.600 7,345 238 36" CORRUGATED STEEL PIPE (.064" THICK) LF 210.0000 11,130.00 30.000 6,300 PROGRAM CAS145 PAGE 10 DATE 03/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:38 AM ESTIMATE NO. 30 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 21" SLOTTED CORRUGATED STEEL PIPE LF 87.0000 40,890.00 0.000 0 (.064" THICK) 240 18" SLOTTED CORRUGATED STEEL PIPE LF 78.0000 28,080.00 0.000 0 (.064" THICK) 241 24" SLOTTED CORRUGATED STEEL PIPE LF 98.0000 23,520.00 0.000 0 (.064" THICK) 242 DRAINAGE INLET MARKER EA 53.0000 848.00 0.000 0 243 12" CORRUGATED STEEL PIPE RISER LF 110.0000 10,450.00 24.000 2,640 (.064" THICK) 244 48" CORRUGATED STEEL PIPE RISER LF 220.0000 5,060.00 17.500 3,850 (.079" THICK) 245 WELDED STEEL PIPE CASING (BRIDGE) LF 270.0000 32,940.00 41.000 11,070 246 12" ALTERNATIVE FLARED END SECTION LF 150.0000 450.00 0.000 0 247 12" X 12" PRECAST INLET EA 3,400.0000 6,800.00 0.000 0 248 36" PRECAST CONCRETE PIPE MANHOLE LF 660.0000 59,400.00 65.000 42,900 249 MANHOLE SHAFT PIPE REDUCER EA 760.0000 9,880.00 10.000 7,600 250 ROCK SLOPE PROTECTION CY 130.0000 26,000.00 8.110 1,054 (FACING, METHOD B) 251 ROCK SLOPE PROTECTION CY 140.0000 7,700.00 0.000 0 (NO. 2, METHOD B) 252 ROCK SLOPE PROTECTION (1/4T, METHOD B) CY 140.0000 21,000.00 31.430 4,400 253 CONCRETE (CHANNEL LINING) CY 320.0000 220,800.00 518.390 165,884 254 ROCK SLOPE PROTECTION FABRIC SQYD 6.5000 5,655.00 0.000 0 255 MINOR CONCRETE (CURB) CY 780.0000 51,480.00 27.850 21,723 256 MINOR CONCRETE (MISCELLANEOUS CY 1,800.0000 198,000.00 2.900 5,220.00 2.900 5,220 CONSTRUCTION) 257 MINOR CONCRETE (CROSS GUTTER) CY 520.0000 57,200.00 111.570 58,016 258 MINOR CONCRETE (CURB AND GUTTER) CY 500.0000 340,000.00 41.620 20,810.00 323.780 161,890 259 MINOR CONCRETE (DRIVEWAY) CY 390.0000 54,600.00 48.700 18,993 260 MINOR CONCRETE (GUTTER) LF 23.0000 262,062.00 4,599.920 105,798 (F) 261 MINOR CONCRETE (SIDEWALK) CY 430.0000 176,300.00 25.550 10,986.50 269.240 115,773 262 MINOR CONCRETE (CURB RAMP) CY 1,400.0000 60,200.00 45.160 63,224 263 MISCELLANEOUS IRON AND STEEL LB 2.3000 137,825.20 1,304.000 2,999.20 5,043.000 11,598 (F) 264 12" X 12" STEEL GATE EA 230.0000 460.00 0.000 0 265 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 03/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:38 AM ESTIMATE NO. 30 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 MISCELLANEOUS METAL (BRIDGE) LB 13.0000 88,660.00 3,378.000 43,914.00 3,378.000 43,914 (F) 267 BRIDGE DECK DRAINAGE SYSTEM LB 13.0000 159,432.00 1,611.000 20,943.00 7,236.000 94,068 (F) 268 CHAIN LINK FENCE (TYPE CL-6) LF 17.5000 400,277.50 2,077.000 36,347 (F) 269 STEEL PICKET FENCE LF 220.0000 74,800.00 0.000 0 270 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 271 12' CHAIN LINK GATE (TYPE CL-6) EA 1,200.0000 22,800.00 0.000 0 272 18' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 16,000.00 0.000 0 273 SURVEY MONUMENT (TYPE D) EA 550.0000 30,800.00 0.000 0 274 DELINEATOR (CLASS 1) EA 37.0000 1,998.00 0.000 0 275 MARKER (CULVERT) EA 53.0000 848.00 0.000 0 276 OBJECT MARKER EA 53.0000 795.00 0.000 0 277 METAL BEAM GUARD RAILING LF 24.0000 118,080.00 87.500 2,100 278 CHAIN LINK RAILING (TYPE 6) LF 82.0000 139,564.00 266.500 21,853 (F) 279 METAL HAND RAILING LF 81.0000 16,200.00 0.000 0 280 CONCRETE BARRIER (TYPE 26) LF 59.0000 84,429.00 266.000 15,694 (F) 281 CABLE RAILING LF 10.0000 135,520.00 6,263.650 62,636 (F) 282 GUARD POST EA 830.0000 8,300.00 0.000 0 283 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 284 TRANSITION RAILING (TYPE WB) EA 3,300.0000 46,200.00 2.000 6,600 285 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 286 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 287 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 840.0000 7,560.00 0.000 0 288 END CAP (TYPE A) EA 1,100.0000 2,200.00 0.000 0 289 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,100.0000 14,300.00 0.000 0 290 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,100.0000 9,900.00 2.000 2,200 291 CRASH CUSHION (TYPE CAT) EA 16,000.0000 16,000.00 0.000 0 292 CRASH CUSHION (TYPE CAT) BACKUP EA 21,300.0000 21,300.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 03/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:38 AM ESTIMATE NO. 30 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 CONCRETE BARRIER (TYPE 60GC) LF 210.0000 138,600.00 0.000 0 294 CONCRETE BARRIER (TYPE 60 GE) MODIFIED LF 30.0000 5,400.00 0.000 0 295 CONCRETE BARRIER (TYPE 60SC) LF 80.0000 80,000.00 0.000 0 296 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 50.0000 301,900.00 2,766.000 138,300 (F) 297 CONCRETE BARRIER (TYPE 732) LF 48.0000 95,760.00 380.000 18,240 (F) 298 CONCRETE BARRIER (TYPE 732A) LF 50.0000 550,000.00 6,577.020 328,851 299 CONCRETE BARRIER TRANSITION LF 65.0000 5,460.00 0.000 0 (TYPE 60GC TO 60SC) 300 CONCRETE BARRIER (TYPE 732B) LF 67.0000 85,090.00 81.280 5,445 301 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 63.0000 163,170.00 1,389.050 87,510 (F) 302 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 52.0000 33,800.00 0.000 0 303 CONCRETE BARRIER (TYPE 736SV) LF 60.0000 33,000.00 548.500 32,910 304 CONCRETE BARRIER (TYPE 742) LF 72.0000 9,072.00 0.000 0 (F) 305 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 45.0000 657,765.00 260.200 11,709 (F) 306 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 51,100.00 0.000 0 307 THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 135,300.00 0.000 0 (SPRAYABLE) 308 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 7,660.00 8,357.000 8,357 309 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.5000 2,065.00 9.100 31 310 PARKING BUMPER (PRECAST CONCRETE) EA 30.0000 11,100.00 84.000 2,520 311 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 12,090.00 0.000 0 312 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 225,050.00 0.000 0 313 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 1.000 5,500 SYSTEM ELEMENTS DURING CONSTRUCTION 314 MODIFY LIGHTING (CITY) LS 395,600.0000 395,600.00 0.089 35,208.40 0.607 240,129 315 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 160,000.0000 160,000.00 0.696 111,360 316 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 780,000.0000 780,000.00 0.021 16,380.00 0.400 312,000 317 CLOSED CIRCUIT TELEVISION SYSTEMS LS 100,000.0000 100,000.00 0.210 21,000 318 INTERCONNECTION CONDUIT AND CABLE LS 80,000.0000 80,000.00 0.112 8,960.00 0.453 36,240 319 TEMPORARY DETECTION SYSTEM LS 23,000.0000 23,000.00 0.021 483.00 0.781 17,963 PROGRAM CAS145 PAGE 13 DATE 03/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:38 AM ESTIMATE NO. 30 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 320 TEMPORARY METROLINK COMMUNICATION LS 47,400.0000 47,400.00 0.731 34,649 321 2" CONDUIT FUTURE (BRIDGE) LF 13.0000 71,240.00 35.000 455.00 4,520.000 58,760 322 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 21.0000 25,410.00 400.000 8,400.00 400.000 8,400 323 REMOVE VEHICLE DETECTION STATION LS 1,100.0000 1,100.00 1.000 1,100 324 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 140,000.0000 140,000.00 0.199 27,860.00 0.286 40,040 325 MODIFY RAMP METERING SYSTEMS LS 700,000.0000 700,000.00 0.076 53,200.00 0.345 241,500 326 MODIFY VEHICLE DETECTION STATIONS LS 84,000.0000 84,000.00 0.485 40,740 (LOCATION 1) 327 RAMP METERING SYSTEM LS 82,000.0000 82,000.00 0.068 5,576.00 0.632 51,824 328 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 64,000.0000 64,000.00 0.029 1,856.00 0.681 43,584 329 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 135,000.0000 135,000.00 0.087 11,745.00 0.842 113,670 330 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 148,000.0000 148,000.00 0.231 34,188.00 0.793 117,364 331 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 137,000.0000 137,000.00 0.033 4,521.00 0.534 73,158 332 MODIFY LIGHTING AND SIGN ILLUMINATION LS 800,000.0000 800,000.00 0.032 25,600.00 0.361 288,800 333 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 133,600.0000 133,600.00 0.792 105,811 334 MODIFY SIGNAL AND LIGHTING (LOCATION 6) LS 120,000.0000 120,000.00 0.040 4,800.00 0.378 45,360 335 MODIFY SIGNAL AND LIGHTING (LOCATION 7) LS 107,000.0000 107,000.00 0.463 49,541.00 0.803 85,921 336 MODIFY SIGNAL AND LIGHTING (LOCATION 9) LS 140,000.0000 140,000.00 0.574 80,360 337 MODIFY SIGNAL AND LIGHTING LS 145,000.0000 145,000.00 0.596 86,420 (LOCATION 10) 338 SIGNAL AND LIGHTING (LOCATION 11) LS 60,000.0000 60,000.00 0.033 1,980.00 0.272 16,320 339 MODIFY SIGNAL AND LIGHTING LS 140,000.0000 140,000.00 0.394 55,160.00 0.901 126,140 (LOCATION 12) 340 MODIFY SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 0.003 360 (LOCATION 13) 341 MODIFY SIGNAL (LOCATION 8) LS 18,000.0000 18,000.00 0.000 0 342 SYSTEM TESTING AND DOCUMENTATION LS 25,000.0000 25,000.00 0.000 0 343 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 344 CHAIN LINK FENCE (TYPE CL-3.0) LF 12.0000 6,960.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 03/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:38 AM ESTIMATE NO. 30 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,044,345.66 61,451,644.63 ADJUSTMENT OF COMPENSATION 30,620.84 476,874.16 EXTRA WORK 168,890.14 1,267,825.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,243,856.64 63,196,344.19 345 MOBILIZATION LS 4,117,000.0000 4,117,000.00 1.000 4,117,000 ORIGINAL CONTRACT AMOUNT 108,773,340.04 TOTAL WORK COMPLETED 2,243,856.64 67,313,344.19 MATERIALS ON HAND ON SITE 1,628,417.75 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,243,856.64 68,941,761.94 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 03/08/12 820 03/23/12 03/23/12 09/11/14 445 46 0 0 59% 78% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING CCO TIME EXT. LOPEZ, JOSEPH RESIDENT ENGINEER PROGRAM CAS145 DATE 03/26/14