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 02/26/15 EST. NO. 043 TIME 09:14 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 0537 359.08 E.W. @ F.A.(+) 091714 N 1910.0 0538 359.08 091814 N 1911.0 0539 359.08 091914 N 1912.0 0540 298.48 100114 N 1913.0 0541 242.38 100214 N 1914.0 0542 325.56 100314 N 1915.0 0543 122.09 100714 N 1916.0 0544 142.44 100914 N 1917.0 0545 122.09 102114 N 1923.0 0546 126.27 110614 N 1929.0 0548 4,111.84 042714 N 1495.1 0549 7,018.11 050714 N 1497.1 007 0008 -59,135.02 A.C. @ U.P.(-) 022015 N 8 0 008 0021 860.70 E.W. @ F.A.(+) 111714 N 1932.0 0022 744.19 111914 N 1934.0 014 0103 2,937.68 E.W. @ F.A.(+) 102414 N 1926.0 0104 338.30 102714 N 1928.0 020 0043 702.98 E.W. @ F.A.(+) 112014 N 1935.0 047 0044 3,585.41 E.W. @ F.A.(+) 110714 N 1930.0 0045 3,508.30 111014 N 1931.0 0046 2,938.05 112514 N 1939.0 083 0004 768.86 E.W. @ F.A.(+) 102114 N 1937.0 0005 1,569.60 102214 N 1938.0 084 0007 11,080.34 E.W. @ F.A.(+) 121013 N 1363.1 101 0006 158,849.15 A.C. @ L.S.(+) 020915 N 6 0 142,335.04 TOTAL THIS ESTIMATE 3,948,610.87 TOTAL PREVIOUS ESTIMATE 4,090,945.91 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 02/26/15 EST. NO. 043 TIME 09:14 AM R.E. NAME: LOPEZ, JOSEPH 08-448404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE FAILURE -889,324.17 012 SWPPP NON-COMPLIANCE -391,379.42 012 PERFORMANCE FAILURE 889,324.17 013 PERFORMANCE FAILURE -694,374.73 013 SWPPP NON-COMPLIANCE 391,379.42 013 PERFORMANCE FAILURE 694,374.73 015 PERFORMANCE FAILURE -867,977.50 017 PERFORMANCE FAILURE -540,367.32 017 PERFORMANCE FAILURE -12,216.56 017 PERFORMANCE FAILURE 867,977.50 018 PERFORMANCE FAILURE 540,367.32 018 PERFORMANCE FAILURE 12,216.56 018 SWPPP PERF. FAILURE -943,538.61 019 SWPPP PERF. FAILURE -96,321.57 019 SWPPP PERF FAILURE 943,538.61 020 SWPPP PERF FAILURE 96,321.57 020 CLOSURE LATE OPENING -181,870.00 032 LATE FULL FW CLOSURE -8,261.00 034 RESTAKING -4,965.00 034 RESTAKING CHARGE REL 1,420.00 036 LATE OPEN CLOSURE -4,116.00 042 0.00 -197,792.00 EQUAL EMPLOYMENT OPPORTUNITY FEDERAL EEO REPORT -10,000.00 036 FEDERAL EEO REPORT 10,000.00 039 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 012 PAYROLL RECEIVED 10,000.00 016 DELINQUENT PAYROLLS -3,000.00 023 DELINQUENT PAYROLLS 3,000.00 025 MISSING PAYROLLS -10,000.00 036 MISSING CPR'S -10,000.00 039 DELINQUENT CPR -10,000.00 040 DELINQUENT CPR -10,000.00 041 DELINQUENT CPR 6,000.00 042 DELINQUENT CPR 2,000.00 042 MISSING CPR'S 8,000.00 042 MISSING PAYROLLS 5,000.00 042 DELIN/INADEQUATE CPR -9,000.00 043 DELINQUENT CPR 2,000.00 043 -7,000.00 -26,000.00 TOTAL DEDUCTIONS -7,000.00 -223,792.00 PROGRAM CAS145 PAGE 1 DATE 02/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:14 AM ESTIMATE NO. 043 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 02/19/15 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 02/26/15 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 1.000 4,200,000 003 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 241,300.00 350.000 3,500.00 17,713.000 177,130 004 TEMPORARY SUPPORT LS 75,000.0000 75,000.00 1.000 75,000 005 CONSTRUCTION SITE MANAGEMENT LS 200,000.0000 200,000.00 1.000 200,000 006 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 0.023 230.00 0.968 9,680 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 2.1000 117,600.00 108,805.000 228,490 009 TEMPORARY GRAVEL BAG BERM LF 10.1000 2,020.00 23,907.000 241,460 010 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 60,000.00 43.000 322,500 011 TEMPORARY CHECK DAM LF 3.2500 68,250.00 371.000 1,205 012 MOVE-IN/MOVE-OUT EA 365.0000 6,570.00 20.000 7,300 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 30,625.00 1.000 175.00 97.000 16,975 014 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 015 TEMPORARY CONCRETE WASHOUT BIN EA 3,000.0000 15,000.00 17.000 51,000 016 TEMPORARY SOIL BINDER SQYD 0.1000 31,100.00 417,572.850 41,757 017 RAIN EVENT ACTION PLAN DAY 500.0000 43,000.00 23.000 11,500 018 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.500 5,000 019 STORM WATER SAMPLING AND ANALYSIS DAY DAY 1,100.0000 30,800.00 6.000 6,600 020 CONSTRUCTION AREA SIGNS LS 170,000.0000 170,000.00 0.820 139,400 021 TRAFFIC CONTROL SYSTEM LS 750,000.0000 750,000.00 1.000 750,000 022 TYPE III BARRICADE EA 5.5000 880.00 82.000 451 PROGRAM CAS145 PAGE 2 DATE 02/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:14 AM ESTIMATE NO. 043 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 02/19/15 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 02/26/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,604.000 51,676 024 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9500 310,650.00 1,720.000 1,634.00 315,140.000 299,383 025 CHANNELIZER (SURFACE MOUNTED) EA 11.0000 17,600.00 58.000 638.00 1,244.000 13,684 026 FLASHING BEACON (PORTABLE) EA 500.0000 5,000.00 0.000 0 027 TEMPORARY PAVEMENT MARKER EA 4.3500 131,805.00 22.000 95.70 19,698.000 85,686 028 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,500.0000 170,000.00 18.000 153,000 029 TEMPORARY RAILING (TYPE K) LF 11.0000 1,255,100.00 320.000 3,520.00 128,960.000 1,418,560 030 TEMPORARY CRASH CUSHION MODULE EA 140.0000 128,800.00 1,058.000 148,120 031 TEMPORARY TRAFFIC SCREEN LF 3.0000 342,300.00 83,896.000 251,688 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5100 29,835.00 54,635.000 27,863 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 3,430.500 58,318 036 REMOVE CHAIN LINK FENCE LF 12.0000 303,600.00 18,731.000 224,772 037 REMOVE MARKER EA 1.0000 50.00 0.000 0 038 REMOVE METAL BEAM GUARD RAILING LF 9.5000 67,545.00 7,576.300 71,974 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 40,545.00 92,692.000 49,126 040 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5500 6,579.00 4,417.000 11,263 041 REMOVE PAVEMENT MARKER EA 0.7000 9,100.00 9,090.000 6,363 042 REMOVE ROADSIDE SIGN EA 92.0000 11,040.00 5.000 460 043 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 1,585.500 123,669 046 REMOVE INLET EA 820.0000 39,360.00 39.000 31,980 047 RESET ROADSIDE SIGN (ONE POST) EA 300.0000 6,600.00 12.000 3,600 048 RELOCATE ROADSIDE SIGN-ONE POST EA 310.0000 13,020.00 13.000 4,030 049 RELOCATE SIGN PANEL EA 380.0000 1,140.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:14 AM ESTIMATE NO. 043 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 02/19/15 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 02/26/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 34,678.230 64,154 052 REMOVE CONCRETE CY 60.0000 415,200.00 29.560 1,773.60 4,283.970 257,038 053 REMOVE MASONRY RETAINING WALL LF 40.0000 9,200.00 749.000 29,960 054 REMOVE UNSOUND CONCRETE CF 120.0000 3,120.00 0.740 88 055 CLEAN BRIDGE DECK SQFT 0.3000 16,277.10 5,160.000 1,548 056 CAP INLET EA 880.0000 7,040.00 6.000 5,280 057 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 0.800 42,640 061 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 1.000 53,300 070 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 2,997.850 29,978.50 359,025.560 3,590,255 072 SITE GRADING SQYD 1.1000 16,170.00 14,820.670 16,302 073 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 18,286.000 914,300 (F) PROGRAM CAS145 PAGE 4 DATE 02/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:14 AM ESTIMATE NO. 043 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 02/19/15 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 02/26/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,230,150.00 -10,918.610 -327,558.30 91,436.160 2,743,084 (F) 078 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 75.0000 73,425.00 367.000 27,525 (F) 079 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 90.0000 426,870.00 3,944.000 354,960 (F) 080 STRUCTURE BACKFILL (BRIDGE) CY 35.0000 546,490.00 1,500.000 52,500.00 12,157.820 425,523 (F) 081 STRUCTURE BACKFILL (RETAINING WALL) CY 35.0000 3,809,575.00 732.950 25,653.25 67,555.160 2,364,430 (F) 082 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 75.0000 28,050.00 144.000 10,800 (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 66.000 3,960.00 591.000 35,460 (F) 085 PERVIOUS BACKFILL MATERIAL (RETAINING CY 42.0000 326,298.00 -391.230 -16,431.66 4,733.020 198,786 (F) WALL) 086 SUBBALLAST CY 38.0000 202,920.00 1,965.240 74,679 087 SAND BACKFILL CY 23.0000 8,510.00 418.440 9,624 088 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 4,992.300 44,930 092 EARTH RETAINING STRUCTURE, LOCATION A SQFT 38.0000 393,414.00 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 6,420.000 301,740 (F) 096 EARTH RETAINING STRUCTURE, LOCATION E SQFT 39.0000 923,442.00 22,908.950 893,449 (F) 097 SOIL NAIL ASSEMBLY LF 27.0000 1,161,324.00 48,829.560 1,318,398 098 HIGHWAY PLANTING LS 800,000.0000 800,000.00 0.000 0 099 GRAVEL (MISCELLANEOUS AREAS) SQFT 1.7000 535,500.00 10,954.750 18,623.08 10,954.750 18,623 (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 1,451.330 74,017.83 5,229.330 266,695 102 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 02/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:14 AM ESTIMATE NO. 043 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 02/19/15 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 02/26/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.012 10,800.00 0.205 184,500 106 4" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 53.0000 24,380.00 0.000 0 107 8" GALVANIZED STEEL PIPE LF 64.0000 29,440.00 226.000 14,464 108 3" SUPPLY LINE (BRIDGE) LF 43.0000 42,226.00 638.000 27,434 (F) 109 WATER METER EA 1,600.0000 25,600.00 4.000 6,400 110 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 39,360.00 495.000 23,760 (.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 20.000 6,000 114 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 1,070.730 18,202.41 20,907.560 355,428 117 CLASS 2 AGGREGATE BASE CY 21.0000 735,000.00 781.640 16,414.44 30,847.860 647,805 118 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 1,128.590 146,716.70 9,373.660 1,218,575 120 HOT MIX ASPHALT (TYPE A, BOND BREAKER) TON 97.0000 615,950.00 491.160 47,642.52 4,771.490 462,834 121 HOT MIX ASPHALT (TYPE A) TON 80.0000 5,824,000.00 2,207.320 176,585.60 61,875.970 4,950,077 122 DATA CORE LS 10,000.0000 10,000.00 0.000 0 123 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 1,920.00 620.000 1,240 124 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 15,120.00 4,581.000 9,162 125 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 1,020.00 822.000 1,644 126 PLACE HOT MIX ASPHALT SQYD 3.5000 16,345.00 1,787.690 6,256 (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 2,369.860 379,177.60 23,701.140 3,792,182 129 CONCRETE PAVEMENT CY 270.0000 1,719,900.00 5,105.440 1,378,468 (RAPID STRENGTH CONCRETE) 130 SEAL PAVEMENT JOINT LF 3.0000 375,000.00 43,689.900 131,069 PROGRAM CAS145 PAGE 6 DATE 02/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:14 AM ESTIMATE NO. 043 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 02/19/15 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 02/26/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,914.600 64,573 132 GRIND EXISTING CONCRETE SQYD 4.3000 52,890.00 10,986.280 47,241 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 36,312.000 1,742,976 137 DRIVE STEEL PILE (HP 14 X 89) EA 1,800.0000 979,200.00 440.000 792,000 138 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 1,414.970 29,714 (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 1.000 485,500 150 TIEBACK ANCHOR EA 6,000.0000 132,000.00 11.000 66,000 151 TIEDOWN ANCHOR EA 4,800.0000 153,600.00 16.000 76,800 152 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 140.0000 455,700.00 3,007.870 421,101 (F) 153 STRUCTURAL CONCRETE, BRIDGE CY 300.0000 3,959,700.00 148.000 44,400.00 12,275.090 3,682,527 (F) 154 STRUCTURAL CONCRETE, RETAINING WALL CY 200.0000 7,030,000.00 430.500 86,100.00 28,331.790 5,666,358 (F) 155 STRUCTURAL CONCRETE, SOUND WALL CY 380.0000 19,380.00 51.000 19,380 (F) 156 STRUCTURAL CONCRETE, BARRIER SLAB CY 400.0000 735,600.00 1,746.000 698,400 (F) 157 STRUCTURAL CONCRETE, APPROACH SLAB CY 610.0000 319,030.00 30.000 18,300.00 470.000 286,700 (F) (TYPE N) PROGRAM CAS145 PAGE 7 DATE 02/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:14 AM ESTIMATE NO. 043 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 02/19/15 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 02/26/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 63,600.00 105.000 126,000 (TYPE R) 159 STRUCTURAL CONCRETE, BOX CULVERT CY 580.0000 1,009,200.00 1,807.820 1,048,535 (F) 160 STRUCTURAL CONCRETE, APPRON SLAB CY 420.0000 46,620.00 75.000 31,500 (F) 161 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 752,000.00 6.030 9,648.00 360.060 576,096 162 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 32,289.000 226,023 (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 18,135.000 47,151.00 132,457.330 344,389 (F) FRACTURED RIB SPLIT SLATE TEXTURE 167 DRILL AND BOND DOWEL LF 31.0000 19,282.00 436.000 13,516 168 CLEAN EXPANSION JOINT LF 14.0000 3,080.00 60.000 840 169 RAPID SETTING CONCRETE PATCH CF 150.0000 3,900.00 0.740 111 170 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 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 43.000 176,300 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 2,170.000 41,230 (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 16.000 59,200 181 JOINT SEAL (MR 1/2") LF 74.0000 4,292.00 38.000 2,812 182 JOINT SEAL (MR 1") LF 71.0000 53,321.00 414.000 29,394 183 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 02/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:14 AM ESTIMATE NO. 043 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 02/19/15 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 02/26/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 36.000 29,520 186 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 24.000 36,000 188 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 24,302.000 19,441.60 3,423,798.690 2,739,038 (F) 190 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9500 4,287,891.50 61,391.000 58,321.45 3,464,824.390 3,291,583 (F) 191 SHOTCRETE CY 930.0000 798,870.00 748.900 696,477 (F) 192 TREAT BRIDGE DECK SQFT 0.3500 18,989.95 5,160.000 1,806 (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 95.000 7,600 196 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 1,084,207.50 173,473.200 86,736.60 2,010,762.200 1,005,381 (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 1,267,400.00 138,840.000 555,360 (F) 201 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2100 66,538.50 138,840.000 29,156 (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 38,800.00 305.300 6,106 (0.063"-UNFRAMED) 206 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 26,180.00 226.000 4,972 (0.080"-UNFRAMED) 207 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 6,250.00 86.000 2,150 (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 484,000.00 160.000 176,000 (SIGN FOUNDATION) 211 ROADSIDE SIGN (WALL MOUNTED SIGN) EA 2,300.0000 39,100.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 02/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:14 AM ESTIMATE NO. 043 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 02/19/15 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 02/26/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 49.000 16,660 213 ROADSIDE SIGN - TWO POST EA 860.0000 13,760.00 4.000 3,440 214 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 13.250 9,142 (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 588,000.00 110,662.000 132,794.40 195,486.000 234,583 220 6" ALTERNATIVE PIPE CULVERT LF 42.0000 966.00 0.000 0 221 12" ALTERNATIVE PIPE CULVERT LF 36.0000 26,280.00 660.900 23,792 222 18" ALTERNATIVE PIPE CULVERT LF 41.0000 71,750.00 1,228.200 50,356 223 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 31,920.00 191.400 10,718 228 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 2,114.400 173,380 230 24" REINFORCED CONCRETE PIPE LF 140.0000 320,600.00 1,747.400 244,636 231 30" REINFORCED CONCRETE PIPE LF 110.0000 59,400.00 203.400 22,374 232 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 17,920.00 236.400 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 02/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:14 AM ESTIMATE NO. 043 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 02/19/15 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 02/26/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 28,080.00 229.000 17,862.00 271.000 21,138 (.064" THICK) 241 24" SLOTTED CORRUGATED STEEL PIPE LF 98.0000 23,520.00 234.000 22,932 (.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 1.000 150 247 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 91.440 11,887 (FACING, METHOD B) 251 ROCK SLOPE PROTECTION CY 140.0000 7,700.00 53.280 7,459 (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 220,800.00 570.790 182,652 254 ROCK SLOPE PROTECTION FABRIC SQYD 6.5000 5,655.00 459.570 2,987 255 MINOR CONCRETE (CURB) CY 780.0000 51,480.00 47.440 37,003 256 MINOR CONCRETE (MISCELLANEOUS CY 1,800.0000 198,000.00 42.700 76,860 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 18.290 9,145.00 502.470 251,235 259 MINOR CONCRETE (DRIVEWAY) CY 390.0000 54,600.00 94.180 36,730 260 MINOR CONCRETE (GUTTER) LF 23.0000 262,062.00 4,597.810 105,749 (F) 261 MINOR CONCRETE (SIDEWALK) CY 430.0000 176,300.00 339.820 146,122 262 MINOR CONCRETE (CURB RAMP) CY 1,400.0000 60,200.00 46.660 65,324 263 MISCELLANEOUS IRON AND STEEL LB 2.3000 137,825.20 372.000 855.60 16,571.000 38,113 (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 02/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:14 AM ESTIMATE NO. 043 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 02/19/15 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 02/26/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 (F) 267 BRIDGE DECK DRAINAGE SYSTEM LB 13.0000 159,432.00 7,236.000 94,068 (F) 268 CHAIN LINK FENCE (TYPE CL-6) LF 17.5000 400,277.50 13,276.000 232,330 (F) 269 STEEL PICKET FENCE LF 220.0000 74,800.00 245.000 53,900 270 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 6.000 7,200 272 18' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 16,000.00 7.000 14,000 273 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 2,299.500 55,188 278 CHAIN LINK RAILING (TYPE 6) LF 82.0000 139,564.00 1,089.000 89,298 (F) 279 METAL HAND RAILING LF 81.0000 16,200.00 222.000 17,982 280 CONCRETE BARRIER (TYPE 26) LF 59.0000 84,429.00 977.000 57,643 (F) 281 CABLE RAILING LF 10.0000 135,520.00 6,602.140 66,021 (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 12.000 39,600 285 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 3.000 2,520 288 END CAP (TYPE A) EA 1,100.0000 2,200.00 1.000 1,100 289 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,100.0000 14,300.00 6.000 6,600 290 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,100.0000 9,900.00 9.000 9,900 291 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 02/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:14 AM ESTIMATE NO. 043 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 02/19/15 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 02/26/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 138,600.00 453.370 95,207 294 CONCRETE BARRIER (TYPE 60 GE) MODIFIED LF 30.0000 5,400.00 0.000 0 295 CONCRETE BARRIER (TYPE 60SC) LF 80.0000 80,000.00 922.000 73,760 296 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 50.0000 301,900.00 6,164.000 308,200 (F) 297 CONCRETE BARRIER (TYPE 732) LF 48.0000 95,760.00 790.000 37,920 (F) 298 CONCRETE BARRIER (TYPE 732A) LF 50.0000 550,000.00 10,670.420 533,521 299 CONCRETE BARRIER TRANSITION LF 65.0000 5,460.00 0.000 0 (TYPE 60GC TO 60SC) 300 CONCRETE BARRIER (TYPE 732B) LF 67.0000 85,090.00 440.280 29,498 301 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 63.0000 163,170.00 2,975.340 187,446 (F) 302 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 52.0000 33,800.00 409.630 21,300 303 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 3,146.000 141,570.00 4,696.750 211,353 (F) 306 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 51,100.00 1,411.000 4,938.50 6,251.000 21,878 307 THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 135,300.00 35,597.000 10,679 (SPRAYABLE) 308 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 7,660.00 3,308.000 3,308.00 8,838.000 8,838 309 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.5000 2,065.00 42.000 147.00 194.000 679 310 PARKING BUMPER (PRECAST CONCRETE) EA 30.0000 11,100.00 89.000 2,670.00 327.000 9,810 311 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 12,090.00 0.000 0 312 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 225,050.00 126.000 441.00 384.000 1,344 313 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 0.905 358,018 315 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 160,000.0000 160,000.00 0.786 125,760 316 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 780,000.0000 780,000.00 0.001 780.00 0.516 402,480 317 CLOSED CIRCUIT TELEVISION SYSTEMS LS 100,000.0000 100,000.00 0.008 800.00 0.347 34,700 318 INTERCONNECTION CONDUIT AND CABLE LS 80,000.0000 80,000.00 0.006 480.00 0.797 63,760 319 TEMPORARY DETECTION SYSTEM LS 23,000.0000 23,000.00 0.781 17,963 PROGRAM CAS145 PAGE 13 DATE 02/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:14 AM ESTIMATE NO. 043 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 02/19/15 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 02/26/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,510.000 71,630 322 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 21.0000 25,410.00 750.000 15,750 323 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 0.475 66,500 325 MODIFY RAMP METERING SYSTEMS LS 700,000.0000 700,000.00 0.036 25,200.00 0.671 469,700 326 MODIFY VEHICLE DETECTION STATIONS LS 84,000.0000 84,000.00 0.038 3,192.00 0.734 61,656 (LOCATION 1) 327 RAMP METERING SYSTEM LS 82,000.0000 82,000.00 0.852 69,864 328 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 64,000.0000 64,000.00 0.935 59,840 329 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 135,000.0000 135,000.00 0.986 133,110 330 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 148,000.0000 148,000.00 0.946 140,008 331 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 137,000.0000 137,000.00 0.037 5,069.00 1.000 137,000 332 MODIFY LIGHTING AND SIGN ILLUMINATION LS 800,000.0000 800,000.00 0.006 4,800.00 0.740 592,000 333 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 133,600.0000 133,600.00 0.002 267.20 0.984 131,462 334 MODIFY SIGNAL AND LIGHTING (LOCATION 6) LS 120,000.0000 120,000.00 0.938 112,560 335 MODIFY SIGNAL AND LIGHTING (LOCATION 7) LS 107,000.0000 107,000.00 0.941 100,687 336 MODIFY SIGNAL AND LIGHTING (LOCATION 9) LS 140,000.0000 140,000.00 0.974 136,360 337 MODIFY SIGNAL AND LIGHTING LS 145,000.0000 145,000.00 0.042 6,090.00 0.722 104,690 (LOCATION 10) 338 SIGNAL AND LIGHTING (LOCATION 11) LS 60,000.0000 60,000.00 0.876 52,560 339 MODIFY SIGNAL AND LIGHTING LS 140,000.0000 140,000.00 0.998 139,720 (LOCATION 12) 340 MODIFY SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 0.471 56,520 (LOCATION 13) 341 MODIFY SIGNAL (LOCATION 8) LS 18,000.0000 18,000.00 1.000 18,000 342 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 02/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 09:14 AM ESTIMATE NO. 043 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 02/19/15 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 02/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,398,356.62 81,608,885.37 ADJUSTMENT OF COMPENSATION 99,714.13 2,068,461.83 EXTRA WORK 42,620.91 2,022,484.08 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,540,691.66 85,699,831.28 345 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 1,540,691.66 89,816,831.28 MATERIALS ON HAND ON SITE 784,631.31 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -7,000.00 -223,792.00 TOTAL 1,533,691.66 90,377,670.59 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 06/08/15 656 63 164 0 78% 89% PROGRESS IS SATISFACTORY PENDING DEFERRED TIME LOPEZ, JOSEPH RESIDENT ENGINEER PROGRAM CAS145 DATE 02/26/15