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 06/19/13 EST. NO.17 TIME 05:34 PM 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 0099 214.67 E.W. @ F.A.(+) 032113 N 0328.0 0104 1,162.69 032613 N 0350.0 0137 1,369.94 050113 N 0443.0 005 0036 444.74 E.W. @ F.A.(+) 111312 N 0447.0 0041 4,345.37 121812 N 0452.0 0042 3,053.82 010413 N 0453.0 012 0018 2,424.06 E.W. @ F.A.(+) 010713 N 0456.0 0019 2,289.83 010813 N 0457.0 0020 19,468.30 010913 N 0458.0 020 0015 258.41 E.W. @ F.A.(+) 031813 N 0343.0 025 0053 1,075.87 E.W. @ F.A.(+) 031113 N 0344.0 0055 2,037.88 031213 N 0346.0 0057 909.08 031313 N 0348.0 037 0009 3,755.87 E.W. @ F.A.(+) 071812 N 0411.0 0010 1,003.09 072012 N 0412.0 0011 1,933.04 073012 N 0413.0 0012 3,119.56 073112 N 0414.0 48,866.22 TOTAL THIS ESTIMATE 732,787.25 TOTAL PREVIOUS ESTIMATE 781,653.47 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 06/19/13 EST. NO.17 TIME 05:34 PM 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 -1,420,561.38 -1,420,561.38 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 12 PAYROLL RECEIVED 10,000.00 16 0.00 0.00 TOTAL DEDUCTIONS -1,420,561.38 -1,420,561.38 PROGRAM CAS145 PAGE 1 DATE 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 05:34 PM ESTIMATE NO. 17 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 06/13/13 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 06/19/13 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 0.039 163,800.00 0.501 2,104,200 003 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 241,300.00 180.000 1,800.00 13,384.000 133,840 004 TEMPORARY SUPPORT LS 75,000.0000 75,000.00 1.000 75,000 005 CONSTRUCTION SITE MANAGEMENT LS 200,000.0000 200,000.00 0.039 7,800.00 0.501 100,200 006 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 0.015 150.00 0.700 7,000 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 2.1000 117,600.00 81,531.000 171,215 009 TEMPORARY GRAVEL BAG BERM LF 10.1000 2,020.00 17,520.000 176,952 010 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 60,000.00 28.000 210,000 011 TEMPORARY CHECK DAM LF 3.2500 68,250.00 371.000 1,205 012 MOVE-IN/MOVE-OUT EA 365.0000 6,570.00 16.000 5,840 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 30,625.00 58.000 10,150 014 STREET SWEEPING LS 100,000.0000 100,000.00 0.039 3,900.00 0.501 50,100 015 TEMPORARY CONCRETE WASHOUT BIN EA 3,000.0000 15,000.00 17.000 51,000 016 TEMPORARY SOIL BINDER SQYD 0.1000 31,100.00 323,518.410 32,351 017 RAIN EVENT ACTION PLAN DAY 500.0000 43,000.00 13.000 6,500 018 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 019 STORM WATER SAMPLING AND ANALYSIS DAY DAY 1,100.0000 30,800.00 3.000 3,300 020 CONSTRUCTION AREA SIGNS LS 170,000.0000 170,000.00 0.500 85,000 021 TRAFFIC CONTROL SYSTEM LS 750,000.0000 750,000.00 0.039 29,250.00 0.501 375,750 022 TYPE III BARRICADE EA 5.5000 880.00 6.000 33.00 37.000 203 PROGRAM CAS145 PAGE 2 DATE 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 05:34 PM ESTIMATE NO. 17 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 06/13/13 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 06/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,356.000 17,859 024 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9500 310,650.00 163,591.000 155,411 025 CHANNELIZER (SURFACE MOUNTED) EA 11.0000 17,600.00 677.000 7,447 026 FLASHING BEACON (PORTABLE) EA 500.0000 5,000.00 0.000 0 027 TEMPORARY PAVEMENT MARKER EA 4.3500 131,805.00 13,500.000 58,725 028 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,500.0000 170,000.00 11.100 94,350 029 TEMPORARY RAILING (TYPE K) LF 11.0000 1,255,100.00 900.000 9,900.00 79,880.000 878,680 030 TEMPORARY CRASH CUSHION MODULE EA 140.0000 128,800.00 15.000 2,100.00 541.000 75,740 031 TEMPORARY TRAFFIC SCREEN LF 3.0000 342,300.00 1,020.000 3,060.00 36,840.000 110,520 032 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 1.000 860.00 4.000 3,440 035 ABANDON PIPELINE LF 17.0000 64,260.00 1,588.500 27,004 036 REMOVE CHAIN LINK FENCE LF 12.0000 303,600.00 815.000 9,780.00 16,689.000 200,268 037 REMOVE MARKER EA 1.0000 50.00 0.000 0 038 REMOVE METAL BEAM GUARD RAILING LF 9.5000 67,545.00 89.000 845.50 5,810.950 55,204 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 40,545.00 81,396.000 43,139 040 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5500 6,579.00 3,405.000 8,682 041 REMOVE PAVEMENT MARKER EA 0.7000 9,100.00 7,425.000 5,197 042 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 151,320.00 116.000 9,048.00 1,052.500 82,095 046 REMOVE INLET EA 820.0000 39,360.00 2.000 1,640.00 17.000 13,940 047 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 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 05:34 PM ESTIMATE NO. 17 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 06/13/13 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 06/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 600.00 1,758.910 105,534 053 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 0.900 47,970 062 BRIDGE REMOVAL, LOCATION I LS 53,300.0000 53,300.00 0.500 26,650 063 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 0.050 2,665.00 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 0.005 10,000.00 0.985 1,970,000 071 ROADWAY EXCAVATION CY 10.0000 3,810,000.00 28,712.000 287,120.00 249,374.260 2,493,742 072 SITE GRADING SQYD 1.1000 16,170.00 0.000 0 073 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 074 TIRE SHRED EXCAVATION CY 25.0000 19,000.00 0.000 0 075 WASTE TRANSPORTATION AND DISPOSAL CY 100.0000 76,000.00 0.000 0 (TIRE SHRED MATERIALS) 076 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 935,650.00 482.740 24,137.00 6,254.250 312,712 (F) PROGRAM CAS145 PAGE 4 DATE 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 05:34 PM ESTIMATE NO. 17 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 06/13/13 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 06/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 30,444.750 913,342.50 92,910.840 2,787,325 (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 426,870.00 553.030 49,772.70 3,550.070 319,506 (F) 080 STRUCTURE BACKFILL (BRIDGE) CY 35.0000 546,490.00 1,202.700 42,094.50 3,531.300 123,595 (F) 081 STRUCTURE BACKFILL (RETAINING WALL) CY 35.0000 3,809,575.00 12,797.130 447,899.55 30,865.100 1,080,278 (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 69.300 4,158.00 107.800 6,468 (F) 085 PERVIOUS BACKFILL MATERIAL (RETAINING CY 42.0000 326,298.00 577.440 24,252.48 1,904.290 79,980 (F) WALL) 086 SUBBALLAST CY 38.0000 202,920.00 0.000 0 087 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 24.000 1,320 090 LEAN CONCRETE BACKFILL CY 90.0000 12,150.00 135.000 12,150 (F) 091 DITCH EXCAVATION CY 9.0000 51,570.00 3,344.650 30,101 092 EARTH RETAINING STRUCTURE, LOCATION A SQFT 38.0000 393,414.00 0.000 0 (F) 093 EARTH RETAINING STRUCTURE, LOCATION B SQFT 36.0000 765,324.00 0.000 0 (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 10,291.390 277,867.53 33,938.000 916,326 098 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 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 05:34 PM ESTIMATE NO. 17 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 06/13/13 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 06/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 108 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 0.000 0 111 12" CORRUGATED STEEL PIPE CONDUIT LF 48.0000 39,360.00 60.000 2,880 (.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 1,141.390 19,403.63 3,578.510 60,834 117 CLASS 2 AGGREGATE BASE CY 21.0000 735,000.00 5,187.610 108,939 118 AGGREGATE BASE (APPROACH SLAB) CY 400.0000 2,000.00 3.000 1,200 119 LEAN CONCRETE BASE CY 130.0000 1,430,000.00 582.480 75,722 120 HOT MIX ASPHALT (TYPE A, BOND BREAKER) TON 97.0000 615,950.00 337.300 32,718 121 HOT MIX ASPHALT (TYPE A) TON 80.0000 5,824,000.00 7,321.420 585,713 122 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 0.000 0 129 CONCRETE PAVEMENT CY 270.0000 1,719,900.00 0.000 0 (RAPID STRENGTH CONCRETE) 130 SEAL PAVEMENT JOINT LF 3.0000 375,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 05:34 PM ESTIMATE NO. 17 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 06/13/13 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 06/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 132 GRIND EXISTING CONCRETE SQYD 4.3000 52,890.00 9,521.710 40,943 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 21.000 37,800.00 154.000 277,200 138 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 24,360.00 568.910 11,947 (ALTERNATIVE X) 141 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 1,500.0000 60,000.00 20.000 30,000 142 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 20.000 32,000 (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 15.000 21,000.00 91.000 127,400 (ALTERNATIVE V) 146 FURNISH PILING (CLASS 90-ALTERNATIVE X) LF 27.0000 18,090.00 227.000 6,129.00 779.000 21,033 147 DRIVE PILE (CLASS 90-ALTERNATIVE X) EA 1,400.0000 39,200.00 8.000 11,200.00 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 0.510 247,605 150 TIEBACK ANCHOR EA 6,000.0000 132,000.00 0.000 0 151 TIEDOWN ANCHOR EA 4,800.0000 153,600.00 0.000 0 152 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 140.0000 455,700.00 100.000 14,000.00 1,064.550 149,037 (F) 153 STRUCTURAL CONCRETE, BRIDGE CY 300.0000 3,959,700.00 396.000 118,800.00 5,506.650 1,651,995 (F) 154 STRUCTURAL CONCRETE, RETAINING WALL CY 200.0000 7,030,000.00 1,602.070 320,414.00 15,593.730 3,118,746 (F) 155 STRUCTURAL CONCRETE, SOUND WALL CY 380.0000 19,380.00 0.000 0 (F) 156 STRUCTURAL CONCRETE, BARRIER SLAB CY 400.0000 735,600.00 397.000 158,800 (F) 157 STRUCTURAL CONCRETE, APPROACH SLAB CY 610.0000 319,030.00 40.000 24,400.00 100.000 61,000 (F) (TYPE N) PROGRAM CAS145 PAGE 7 DATE 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 05:34 PM ESTIMATE NO. 17 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 06/13/13 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 06/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (TYPE R) 159 STRUCTURAL CONCRETE, BOX CULVERT CY 580.0000 1,009,200.00 1,691.340 980,977 (F) 160 STRUCTURAL CONCRETE, APPRON SLAB CY 420.0000 46,620.00 0.000 0 (F) 161 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 752,000.00 8.420 13,472.00 94.090 150,544 162 MINOR CONCRETE (SOUND WALL) CY 510.0000 12,240.00 0.000 0 163 STRUCTURAL CONCRETE, PILE CAP CY 390.0000 41,340.00 38.000 14,820 (F) 164 ARCHITECTURAL SURFACE SQFT 7.0000 233,352.00 7,470.560 52,293.92 24,431.610 171,021 (F) (TEXTURE CONCRETE) FRACTURED RIB TEXTURE 165 ARCHITECTURAL SURFACE (TEXTURE CONCRETE) SQFT 10.0000 296,650.00 -14,130.500 -141,305.00 15,534.500 155,345 (F) SPLIT SLATE TEXTURE 166 ARCHITECTURAL SURFACE (TEXTURE CONCRETE) SQFT 2.6000 646,869.60 36,072.950 93,789.67 80,781.730 210,032 (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 7.000 97,300 GIRDER (80'-90') 172 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,000.0000 400,000.00 0.000 0 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 0.000 0 BULB-TEE GIRDER (130'-140') 175 ERECT PRECAST PRESTRESSED CONCRETE EA 4,100.0000 262,400.00 14.000 57,400 GIRDER 176 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 21.0000 212,100.00 0.000 0 (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 0.000 0 181 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 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 05:34 PM ESTIMATE NO. 17 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 06/13/13 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 06/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 287,219.34 271,334.950 252,341 (F) 189 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 2,933,149.60 4,524.000 3,619.20 1,814,552.590 1,451,642 (F) 190 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9500 4,287,891.50 133,157.800 126,499.91 2,004,528.900 1,904,302 (F) 191 SHOTCRETE CY 930.0000 798,870.00 60.000 55,800.00 503.000 467,790 (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 0.000 0 (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 2,710,518.75 831,606.000 1,039,507 (F) 197 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.5000 1,084,207.50 0.000 0 (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 0.000 0 (SIGN FOUNDATION) 211 ROADSIDE SIGN (WALL MOUNTED SIGN) EA 2,300.0000 39,100.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 05:34 PM ESTIMATE NO. 17 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 06/13/13 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 06/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 26,280.00 430.000 15,480.00 450.000 16,200 222 18" ALTERNATIVE PIPE CULVERT LF 41.0000 71,750.00 90.000 3,690.00 711.000 29,151 223 24" ALTERNATIVE PIPE CULVERT LF 52.0000 8,840.00 38.000 1,976 224 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 99.400 5,566.40 163.400 9,150 228 15" REINFORCED CONCRETE PIPE LF 85.0000 5,950.00 0.000 0 229 18" REINFORCED CONCRETE PIPE LF 82.0000 277,980.00 -90.000 -7,380.00 945.200 77,506 230 24" REINFORCED CONCRETE PIPE LF 140.0000 320,600.00 44.000 6,160.00 919.100 128,674 231 30" REINFORCED CONCRETE PIPE LF 110.0000 59,400.00 14.000 1,540.00 14.000 1,540 232 36" REINFORCED CONCRETE PIPE LF 100.0000 53,000.00 487.800 48,780.00 527.800 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 28,800.00 102.000 24,480 236 12" CORRUGATED STEEL PIPE LF 64.0000 17,920.00 72.300 4,627 237 18" CORRUGATED STEEL PIPE (.064" THICK) LF 63.0000 7,560.00 0.000 0 238 36" CORRUGATED STEEL PIPE (.064" THICK) LF 210.0000 11,130.00 14.500 3,045 PROGRAM CAS145 PAGE 10 DATE 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 05:34 PM ESTIMATE NO. 17 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 06/13/13 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 06/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 880 (.079" THICK) 245 WELDED STEEL PIPE CASING (BRIDGE) LF 270.0000 32,940.00 41.000 11,070.00 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 0.000 0 (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 0.000 0 253 CONCRETE (CHANNEL LINING) CY 320.0000 220,800.00 107.000 34,240 254 ROCK SLOPE PROTECTION FABRIC SQYD 6.5000 5,655.00 0.000 0 255 MINOR CONCRETE (CURB) CY 780.0000 51,480.00 0.000 0 256 MINOR CONCRETE (MISCELLANEOUS CY 1,800.0000 198,000.00 0.000 0 CONSTRUCTION) 257 MINOR CONCRETE (CROSS GUTTER) CY 520.0000 57,200.00 22.380 11,637 258 MINOR CONCRETE (CURB AND GUTTER) CY 500.0000 340,000.00 4.150 2,075.00 28.690 14,345 259 MINOR CONCRETE (DRIVEWAY) CY 390.0000 54,600.00 0.000 0 260 MINOR CONCRETE (GUTTER) LF 23.0000 262,062.00 0.000 0 (F) 261 MINOR CONCRETE (SIDEWALK) CY 430.0000 176,300.00 8.730 3,753.90 21.290 9,154 262 MINOR CONCRETE (CURB RAMP) CY 1,400.0000 60,200.00 0.000 0 263 MISCELLANEOUS IRON AND STEEL LB 2.3000 137,825.20 652.000 1,499 (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 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 05:34 PM ESTIMATE NO. 17 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 06/13/13 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 06/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) 267 BRIDGE DECK DRAINAGE SYSTEM LB 13.0000 159,432.00 3,171.000 41,223 (F) 268 CHAIN LINK FENCE (TYPE CL-6) LF 17.5000 400,277.50 0.000 0 (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 0.000 0 (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 15,694.00 266.000 15,694 (F) 281 CABLE RAILING LF 10.0000 135,520.00 -555.000 -5,550.00 1,305.000 13,050 (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 1.000 3,300 285 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 1.000 1,100 291 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 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 05:34 PM ESTIMATE NO. 17 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 06/13/13 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 06/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 301,900.00 826.000 41,300 (F) 297 CONCRETE BARRIER (TYPE 732) LF 48.0000 95,760.00 82.000 3,936.00 240.000 11,520 (F) 298 CONCRETE BARRIER (TYPE 732A) LF 50.0000 550,000.00 541.000 27,050.00 4,695.640 234,782 299 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 0.000 0 301 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 63.0000 163,170.00 390.000 24,570.00 390.000 24,570 (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 0.000 0 304 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 0.000 0 (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 0.000 0 309 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.5000 2,065.00 0.000 0 310 PARKING BUMPER (PRECAST CONCRETE) EA 30.0000 11,100.00 0.000 0 311 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 0.006 2,373.60 0.142 56,175 315 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 160,000.0000 160,000.00 0.312 49,920.00 0.434 69,440 316 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 780,000.0000 780,000.00 0.103 80,340.00 0.254 198,120 317 CLOSED CIRCUIT TELEVISION SYSTEMS LS 100,000.0000 100,000.00 0.094 9,400 318 INTERCONNECTION CONDUIT AND CABLE LS 80,000.0000 80,000.00 0.071 5,680 319 TEMPORARY DETECTION SYSTEM LS 23,000.0000 23,000.00 0.052 1,196.00 0.760 17,480 PROGRAM CAS145 PAGE 13 DATE 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 05:34 PM ESTIMATE NO. 17 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 06/13/13 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 06/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,244.000 42,172 322 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 21.0000 25,410.00 0.000 0 323 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 0.035 4,900 325 MODIFY RAMP METERING SYSTEMS LS 700,000.0000 700,000.00 0.032 22,400.00 0.148 103,600 326 MODIFY VEHICLE DETECTION STATIONS LS 84,000.0000 84,000.00 0.462 38,808 (LOCATION 1) 327 RAMP METERING SYSTEM LS 82,000.0000 82,000.00 0.043 3,526.00 0.214 17,548 328 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 64,000.0000 64,000.00 0.487 31,168 329 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 135,000.0000 135,000.00 0.472 63,720 330 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 148,000.0000 148,000.00 0.024 3,552.00 0.099 14,652 331 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 137,000.0000 137,000.00 0.000 0 332 MODIFY LIGHTING AND SIGN ILLUMINATION LS 800,000.0000 800,000.00 0.056 44,800.00 0.229 183,200 333 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 133,600.0000 133,600.00 0.015 2,004 334 MODIFY SIGNAL AND LIGHTING (LOCATION 6) LS 120,000.0000 120,000.00 0.169 20,280 335 MODIFY SIGNAL AND LIGHTING (LOCATION 7) LS 107,000.0000 107,000.00 0.139 14,873 336 MODIFY SIGNAL AND LIGHTING (LOCATION 9) LS 140,000.0000 140,000.00 0.238 33,320 337 MODIFY SIGNAL AND LIGHTING LS 145,000.0000 145,000.00 0.015 2,175.00 0.313 45,385 (LOCATION 10) 338 SIGNAL AND LIGHTING (LOCATION 11) LS 60,000.0000 60,000.00 0.010 600 339 MODIFY SIGNAL AND LIGHTING LS 140,000.0000 140,000.00 0.000 0 (LOCATION 12) 340 MODIFY SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 0.000 0 (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 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 05:34 PM ESTIMATE NO. 17 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 06/13/13 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 06/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,471,909.99 36,755,287.68 ADJUSTMENT OF COMPENSATION 0.00 81,253.55 EXTRA WORK 48,866.22 700,399.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,520,776.21 37,536,941.15 345 MOBILIZATION LS 4,117,000.0000 4,117,000.00 0.950 3,911,150 ORIGINAL CONTRACT AMOUNT 108,773,340.04 TOTAL WORK COMPLETED 3,520,776.21 41,448,091.15 MATERIALS ON HAND ON SITE 2,161,469.30 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,420,561.38 -1,420,561.38 TOTAL 2,100,214.83 42,188,999.07 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 08/12/14 281 25 0 0 37% 49% PROGRESS IS SATISFACTORY LOPEZ, JOSEPH RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/13