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 12/26/14 EST. NO. 048 TIME 07:01 AM R.E. NAME: WU, ADRIAN 12-0F0314 --------------------------------------------------------------------------- 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 0219 5,676.43 E.W. @ F.A.(+) 110314 N 704 0 0219-1 -5,676.43 110314 N 704 0 DAO CORRECTING ENTRY 0224 1,620.96 092914 N 497 0 0224-1 -1,620.96 092914 N 497 0 DAO CORRECTING ENTRY 002 0023 2,027.67 E.W. @ F.A.(+) 080114 N 1006 0 0034 900.54 100714 N 1017 0 0035 4,389.19 082614 N 1024 0 0036 1,753.03 082714 N 1025 0 0037 495.58 060513 N 1029 0 0043 1,757.54 040914 N 1035 0 0046 1,739.85 070213 N 2000 0 0047 1,043.23 052813 N 2001 0 0048 8,577.03 092214 N 2002 0 0049 1,689.66 092914 N 2003 0 0051 495.58 060513 N 2005 0 0051-1 -495.58 060513 N 2005 0 DAO CORRECTING ENTRY 0052 2,617.60 072214 N 2006 0 0053 2,866.08 071912 N 2009 0 003 0044 183.15 E.W. @ F.A.(+) 071213 N 0400.1 0044-1 -183.15 071213 N 0400.1 DAO CORRECTING ENTRY 040 0013 5,761.97 E.W. @ F.A.(+) 061813 N 391 0 0013-1 -5,761.97 061813 N 391 0 DAO CORRECTING ENTRY 043 0008 22,524.22 A.C. @ U.P.(+) 111814 N 8 0 0008-1 -22,524.22 111814 N 8 0 DAO CORRECTING ENTRY 050 0009 3,643.64 E.W. @ F.A.(+) 080414 N 1005 0 0010 8,715.88 080514 N 1021 0 0011 6,460.85 081614 N 1022 0 0013 5,182.45 090314 N 1018.1 057 0003 496.24 E.W. @ F.A.(+) 040714 N 2007 0 060 0001 -190,000.00 A.C. @ L.S.(-) 122414 N 000010 0002 -900.00 122414 N 0002 0 -136,543.94 TOTAL THIS ESTIMATE 1,141,865.75 TOTAL PREVIOUS ESTIMATE 1,005,321.81 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 12/26/14 EST. NO. 048 TIME 07:01 AM R.E. NAME: WU, ADRIAN 12-0F0314 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-SUBMIT CEM 4401 -10,000.00 014 SIGN STRUC OUTOFSTAT -5,000.00 015 PERFORMANCE FAILURE -162,876.00 016 RET DEDUCTION 162,876.00 017 CEM 4401 2011 SUBMIT 10,000.00 034 LACK OF PERF F OPTIC -135,137.87 040 RET EST 40 DEDUC 135,137.87 043 UNSAT PER ON SWPPP -64,181.63 043 AC PAY FACTOR DEDUCT -16,218.34 044 RELEASE SWPPP EST 43 64,181.63 044 CMS SIGN REPAIR -4,669.06 047 RET CMS DEDUCTION 4,669.06 048 4,669.06 -21,218.34 LIQUIDATED DAMAGES START 1-17 35@8300 -290,500.00 041 START 1-17-14 28 DAY -232,400.00 042 RELEASE 40 DAYS ONLY 332,000.00 044 0.00 -190,900.00 TOTAL DEDUCTIONS 4,669.06 -212,118.34 PROGRAM CAS145 PAGE 1 DATE 12/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:01 AM ESTIMATE NO. 048 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/06/14 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 12/26/14 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 12-ORA-57-16.2/18.8 ---------------------------------- BEADOR CONSTRUCTION CO., INC. IN ORANGE COUNTY IN PLACENTIA AND 26320 LESTER CIRCLE FULLERTON FROM 0.2 MILES SOUTH OF CORONA, CA 92883 ORANGETHORPE AVENUE TO 0.2 MILES NORTH OF YORBA LINDA BOULEVARD FED. AID NO. N O N E WIDEN FREEWAY AND 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 5,000.0000 5,000.00 1.000 5,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,750.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 1,000.0000 660,000.00 660.000 660,000 004 TEMPORARY FENCE (TYPE CL-6) LF 15.0000 1,350.00 84.000 1,260 005 TEMPORARY FENCE LF 19.0000 3,420.00 177.000 3,363 (TYPE CL-6 W/PRIVACY SCREEN) 006 TEMPORARY GATE (TYPE CL-6 WITH PRIVACY EA 100.0000 300.00 3.000 300 SCREEN) 007 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 1.000 30,000 008 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 1.000 4,000 PREVENTION PLAN 009 TEMPORARY FIBER ROLL LF 2.0000 57,800.00 19,527.000 39,054 010 TEMPORARY SILT FENCE LF 1.7000 11,866.00 9,054.000 15,391 011 TEMPORARY GRAVEL BAG BERM LF 3.0000 1,800.00 708.000 2,124 012 TEMPORARY CONSTRUCTION ENTRANCE EA 1,250.0000 5,000.00 5.000 6,250 013 TEMPORARY CHECK DAM LF 1.7000 3,723.00 1,806.000 3,070 014 MOVE-IN/MOVE-OUT EA 150.0000 3,000.00 12.000 1,800 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 115.0000 12,650.00 110.000 12,650 016 TEMPORARY HYDRAULIC MULCH SQYD 0.8000 22,000.00 28,485.600 22,788 (BONDED FIBER MATRIX) 017 STREET SWEEPING LS 150,000.0000 150,000.00 1.000 150,000 018 TEMPORARY CONCRETE WASHOUT BIN EA 1,000.0000 10,000.00 10.000 10,000 019 CONSTRUCTION AREA SIGNS LS 26,000.0000 26,000.00 1.000 26,000 020 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 1.000 500,000 021 TYPE III BARRICADE EA 30.0000 1,020.00 34.000 1,020 022 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 63,300.00 199,829.000 59,948 PROGRAM CAS145 PAGE 2 DATE 12/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:01 AM ESTIMATE NO. 048 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/06/14 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 12/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 12.0000 7,320.00 563.000 6,756 024 TEMPORARY PAVEMENT MARKER EA 3.2500 33,800.00 10,641.000 34,583 025 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 1.000 75,000 026 TEMPORARY RAILING (TYPE K) LF 6.0000 257,400.00 36,558.000 219,348 027 TEMPORARY CRASH CUSHION MODULE EA 250.0000 105,000.00 390.000 97,500 028 TEMPORARY TRAFFIC SCREEN LF 2.0000 70,400.00 23,032.000 46,064 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2500 16,925.00 64,640.000 16,160 STRIPE (HAZARDOUS WASTE) 030 ABANDON CULVERT LF 22.0000 2,860.00 127.000 2,794 031 REMOVE CHAIN LINK FENCE LF 4.9000 4,214.00 1,840.000 9,016 032 REMOVE GATE EA 100.0000 300.00 3.000 300 033 REMOVE METAL BEAM GUARD RAILING LF 5.7500 11,960.00 2,079.000 11,954 034 REMOVE FLARED END SECTION EA 400.0000 2,800.00 7.000 2,800 035 REMOVE CABLE RAILING LF 2.8000 2,688.00 959.000 2,685 036 REMOVE PAINTED TRAFFIC STRIPE LF 0.2200 400.40 1,816.000 399 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 16,368.00 72,949.000 16,048 038 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 6,150.00 2,017.000 5,042 039 REMOVE PAVEMENT MARKER EA 0.5000 4,190.00 8,214.000 4,107 040 REMOVE ROADSIDE SIGN EA 50.0000 4,500.00 90.000 4,500 041 REMOVE ROADSIDE SIGN PANEL EA 100.0000 1,300.00 13.000 1,300 042 REMOVE SIGN STRUCTURE EA 3,915.0000 31,320.00 8.000 31,320 043 REMOVE OVERHEAD SIGN PANEL EA 250.0000 1,000.00 4.000 1,000 044 REMOVE BRIDGE MOUNTED SIGN PANEL EA 500.0000 1,500.00 3.000 1,500 045 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 500.00 100.000 500 046 REMOVE OVERSIDE DRAIN EA 700.0000 3,500.00 5.000 3,500 047 REMOVE CULVERT LF 15.0000 27,150.00 1,805.000 27,075 048 REMOVE INLET EA 800.0000 26,400.00 33.000 26,400 049 REMOVE RETAINING WALL CY 64.0000 78,080.00 1,040.063 66,564 PROGRAM CAS145 PAGE 3 DATE 12/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:01 AM ESTIMATE NO. 048 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/06/14 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 12/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE AND RECONSTRUCT BLOCK WALL SQFT 40.0000 6,800.00 135.000 5,400 051 REMOVE ROCK SLOPE PROTECTION CY 520.0000 1,040.00 1.980 1,029 052 REMOVE CONCRETE PAVEMENT SQYD 53.0000 14,310.00 262.000 13,886 053 REMOVE ROCK BLANKET CY 84.0000 17,640.00 208.000 17,472 054 RELOCATE ART PANEL EA 250.0000 45,000.00 163.000 40,750 055 ADJUST INLET EA 1,250.0000 2,500.00 2.000 2,500 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.2000 25,358.00 4,089.780 25,356 057 REMOVE CONCRETE CURB LF 7.5000 21,600.00 2,875.000 21,562 058 REMOVE CONCRETE SIDEWALK SQYD 10.0000 6,500.00 471.200 4,712 059 REMOVE CONCRETE (CHANNEL) CY 80.0000 12,800.00 154.900 12,392 060 REMOVE CONCRETE BARRIER LF 29.0000 6,090.00 210.000 6,090 061 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.4000 4,379.20 3,128.000 4,379 062 REMOVE CONCRETE BARRIER (TYPE K) LF 4.0000 14,440.00 3,640.000 14,560 063 REMOVE CONCRETE (MISCELLANEOUS) SQYD 12.0000 16,080.00 1,335.000 16,020 064 REMOVE SOUND WALL SQYD 20.0000 84,000.00 4,192.000 83,840 065 CAP INLET EA 1,250.0000 7,500.00 5.000 6,250 066 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 1.000 1,000 067 BRIDGE REMOVAL (PORTION), LOCATION A LS 13,500.0000 13,500.00 1.000 13,500 068 BRIDGE REMOVAL (PORTION), LOCATION B LS 9,000.0000 9,000.00 1.000 9,000 069 BRIDGE REMOVAL (PORTION), LOCATION C LS 8,500.0000 8,500.00 1.000 8,500 070 BRIDGE REMOVAL (PORTION), LOCATION D LS 16,000.0000 16,000.00 1.000 16,000 071 BRIDGE REMOVAL (PORTION), LOCATION E LS 35,000.0000 35,000.00 1.000 35,000 072 BRIDGE REMOVAL (PORTION), LOCATION F LS 8,500.0000 8,500.00 1.000 8,500 073 BRIDGE REMOVAL (PORTION), LOCATION G LS 8,500.0000 8,500.00 1.000 8,500 074 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 1.000 150,000 075 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000 076 ROADWAY EXCAVATION CY 16.0000 1,044,800.00 -7,500.000 -120,000.00 60,039.000 960,624 PROGRAM CAS145 PAGE 4 DATE 12/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:01 AM ESTIMATE NO. 048 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/06/14 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 12/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION (TYPE Y-1) CY 19.5000 235,950.00 12,051.000 234,994 (AERIALLY DEPOSITED LEAD) 078 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 079 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 1.000 10,000 080 STRUCTURE EXCAVATION (BRIDGE) CY 83.0000 315,068.00 3,810.000 316,230 (F) 081 STRUCTURE EXCAVATION (RETAINING WALL) CY 27.0000 357,345.00 13,261.000 358,047 (F) 082 STRUCTURE EXCAVATION (TIEBACK WALL) CY 107.0000 24,931.00 233.000 24,931 (F) 083 STRUCTURE EXCAVATION (TYPE Y-1) CY 30.0000 95,520.00 3,184.000 95,520 (F) (AERIALLY DEPOSITED LEAD) 084 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 237,575.00 2,809.000 238,765 (F) 085 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 595,600.00 14,916.000 596,640 (F) 086 STRUCTURE BACKFILL (TIEBACK WALL) CY 145.0000 2,465.00 17.000 2,465 (F) 087 SAND BACKFILL CY 260.0000 3,900.00 14.820 3,853 088 DITCH EXCAVATION CY 35.0000 26,600.00 754.000 26,390 089 EARTH RETAINING STRUCTURE SQFT 49.0000 1,503,663.00 30,687.000 1,503,663 (F) (MECHANICALLY STABILIZED EARTH WALL) 090 ROADSIDE CLEARING LS 11,000.0000 11,000.00 1.000 11,000 091 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 150.0000 1,500.00 5.000 750 092 EROSION CONTROL (HYDROSEED)(TYPE 1) SQFT 0.1400 9,520.00 67,750.000 9,485 093 EROSION CONTROL (HYDROSEED)(TYPE 2) SQFT 0.0800 25,600.00 296,000.000 23,680 094 MAINTAIN EXISTING PLANTED AREAS LS 25,000.0000 25,000.00 1.000 25,000 095 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 1.000 10,000 096 IRRIGATION SYSTEM LS 107,500.0000 107,500.00 1.000 107,500 097 WATER SUPPLY LINE (BRIDGE) LF 115.0000 124,545.00 1,313.000 150,995 098 8" CORRUGATED HIGH DENSITY LF 20.0000 6,800.00 340.000 6,800 POLYETHYLENE PIPE CONDUIT 099 8" WELDED STEEL PIPE CONDUIT LF 190.0000 5,700.00 30.000 5,700 (.250" THICK) 100 EXTEND 8" CONDUIT LF 22.0000 3,520.00 160.000 3,520 101 LIME TON 179.0000 121,720.00 45.730 8,185 102 LIME STABILIZED SOIL SQYD 2.0000 80,600.00 2,727.000 5,454 103 CLASS 2 AGGREGATE SUBBASE CY 33.0000 389,400.00 11,797.570 389,319 PROGRAM CAS145 PAGE 5 DATE 12/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:01 AM ESTIMATE NO. 048 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/06/14 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 12/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CLASS 2 AGGREGATE BASE CY 33.0000 313,830.00 9,487.740 313,095 105 AGGREGATE BASE (APPROACH SLAB) CY 400.0000 3,600.00 9.000 3,600 106 ASPHALTIC EMULSION (CURING SEAL) TON 740.0000 22,940.00 31.000 22,940 107 ASPHALT TREATED PERMEABLE BASE CY 133.0000 167,580.00 1,489.610 198,118 108 SLURRY SEAL TON 415.0000 66,400.00 170.000 70,550 109 HOT MIX ASPHALT TON 65.0000 1,443,000.00 24,933.050 1,620,648 110 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 96.0000 63,360.00 682.680 65,537 111 DATA CORE LS 7,500.0000 7,500.00 1.000 7,500 112 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.4500 348.00 291.100 422 113 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.4500 4,582.00 3,055.700 4,430 114 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.4500 333.50 270.000 391 115 PLACE HOT MIX ASPHALT SQYD 39.0000 17,160.00 439.500 17,140 (MISCELLANEOUS AREA) 116 TACK COAT TON 1,100.0000 13,200.00 10.460 11,506 117 JOINTED PLAIN CONCRETE PAVEMENT CY 145.0000 1,136,800.00 7,816.490 1,133,391 118 CONCRETE PAVEMENT CY 330.0000 191,400.00 807.230 266,385 (RAPID STRENGTH CONCRETE) 119 SEAL PAVEMENT JOINT LF 1.9000 49,400.00 18,765.000 35,653 120 SEAL ISOLATION JOINT LF 3.5000 21,630.00 6,018.000 21,063 121 GRIND EXISTING CONCRETE SQYD 5.4000 73,440.00 11,844.000 63,957 PAVEMENT 122 FURNISH STEEL PILING (HP 10 X 42) LF 21.0000 30,996.00 1,476.000 30,996 123 DRIVE STEEL PILE (HP 10 X 42) EA 1,400.0000 61,600.00 32.000 44,800 124 FURNISH STEEL PILING (HP 14 X 89) LF 46.0000 34,224.00 744.000 34,224 125 DRIVE STEEL PILE (HP 14 X 89) EA 2,040.0000 40,800.00 20.000 40,800 126 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 23.0000 82,317.00 3,572.000 82,156 127 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 60.0000 343,380.00 5,715.500 342,930 128 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 70.0000 174,580.00 2,775.000 194,250 129 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 27.0000 24,840.00 920.000 24,840 130 FURNISH PILING (CLASS 90) LF 30.0000 19,860.00 605.000 18,150 (ALTERNATIVE X) PROGRAM CAS145 PAGE 6 DATE 12/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:01 AM ESTIMATE NO. 048 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/06/14 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 12/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DRIVE PILE (CLASS 90) EA 2,525.0000 30,300.00 11.000 27,775 (ALTERNATIVE X) 132 30" PERMANENT STEEL CASING LF 150.0000 13,650.00 91.000 13,650 133 PRESTRESSING CAST-IN-PLACE CONCRETE LS 175,000.0000 175,000.00 1.000 175,000 134 TIEBACK ANCHOR EA 2,200.0000 85,800.00 39.000 85,800 135 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 375.0000 332,625.00 893.000 334,875 (F) 136 STRUCTURAL CONCRETE, BRIDGE CY 720.0000 2,522,880.00 3,504.000 2,522,880 (F) 137 STRUCTURAL CONCRETE, RETAINING WALL CY 315.0000 1,589,490.00 5,049.300 1,590,529 (F) 138 STRUCTURAL CONCRETE, BARRIER SLAB CY 310.0000 269,700.00 870.000 269,700 (F) 139 STRUCTURAL CONCRETE, APPROACH SLAB CY 540.0000 190,080.00 352.000 190,080 (F) (TYPE N) 140 STRUCTURAL CONCRETE, APPROACH SLAB CY 920.0000 74,520.00 85.000 78,200 (TYPE R) 141 MINOR CONCRETE (MINOR STRUCTURE) CY 1,425.0000 243,675.00 172.270 245,484 (F) 142 ARCHITECTURAL TREATMENT SQFT 13.2000 66,726.00 5,055.000 66,726 (F) 143 ARCHITECTURAL TEXTURE SQFT 0.5000 16,783.00 33,566.000 16,783 (F) 144 FRACTURED RIB TEXTURE SQFT 1.7000 61,602.90 36,262.000 61,645 (F) 145 DRILL AND BOND DOWEL LF 18.0000 16,506.00 917.000 16,506 146 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,300.0000 7,300.00 1.000 7,300 RECTANGULAR GIRDER (30'-40') 147 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,700.0000 8,700.00 1.000 8,700 RECTANGULAR GIRDER (40'-50') 148 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,100.0000 13,100.00 1.000 13,100 RECTANGULAR GIRDER (60'-70') 149 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,500.0000 66,000.00 4.000 66,000 RECTANGULAR GIRDER (70'-80') 150 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,750.0000 75,000.00 4.000 75,000 RECTANGULAR GIRDER (80'-90') 151 FURNISH PRECAST PRESTRESSED CONCRETE I EA 7,000.0000 21,000.00 3.000 21,000 GIRDER (30'-40') 152 FURNISH PRECAST PRESTRESSED CONCRETE I EA 8,500.0000 25,500.00 3.000 25,500 GIRDER (40'-50') 153 FURNISH PRECAST PRESTRESSED CONCRETE I EA 13,000.0000 39,000.00 3.000 39,000 GIRDER (60'-70') 154 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,000.0000 84,000.00 2.000 84,000 BATHTUB GIRDER (70'-80') 155 FURNISH PRECAST PRESTRESSED CONCRETE EA 49,000.0000 49,000.00 1.000 49,000 BATHTUB GIRDER (80'-90') 156 FURNISH PRECAST PRESTRESSED CONCRETE EA 54,000.0000 54,000.00 1.000 54,000 BATHTUB GIRDER (90'-100') 157 ERECT PRECAST PRESTRESSED CONCRETE EA 3,250.0000 65,000.00 20.000 65,000 GIRDER PROGRAM CAS145 PAGE 7 DATE 12/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:01 AM ESTIMATE NO. 048 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/06/14 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 12/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ERECT PRECAST PRESTRESSED CONCRETE EA 11,250.0000 45,000.00 4.000 45,000 BATHTUB GIRDER 159 JACKING SUPERSTRUCTURE LS 30,000.0000 30,000.00 1.000 30,000 160 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 15,600.00 195.000 15,600 161 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0000 12,512.00 3,128.000 12,512 (F) 162 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 842,805.00 56,282.000 844,230 (F) 163 PRESURE GROUT HOLE LF 46.0000 7,866.00 171.000 7,866 164 JOINT SEAL (MR 1/2") LF 50.0000 6,550.00 131.000 6,550 165 JOINT SEAL (MR 1") LF 53.0000 10,176.00 192.000 10,176 166 JOINT SEAL (MR 2") LF 98.0000 13,426.00 182.000 17,836 167 BAR REINFORCING STEEL (BRIDGE) LB 0.6500 866,539.70 1,341,603.000 872,041 (F) 168 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 415,224.80 518,856.000 415,084 (F) 169 HEADED BAR REINFORCEMENT EA 15.0000 9,030.00 630.000 9,450 (F) 170 SHOTCRETE CY 500.0000 53,500.00 107.000 53,500 (F) 171 ASPHALT MEMBRANE WATERPROOFING SQFT 7.1000 18,772.40 2,644.000 18,772 (F) 172 COLUMN CASING LB 4.2000 688,380.00 163,859.000 688,207 173 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 3.5000 18,294.50 5,227.000 18,294 WITH WALKWAY) 174 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.9000 15,158.30 5,227.000 15,158 WITH WALKWAY) 175 FURNISH SIGN STRUCTURE (TRUSS) LB 2.4000 437,738.40 182,391.000 437,738 (F) 176 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 54,717.30 182,391.000 54,717 (F) 177 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 16.1500 45,058.50 2,813.200 45,433 178 FURNISH LAMINATED PANEL SIGN SQFT 17.2500 1,207.50 67.500 1,164 (2 1/2"-TYPE B) 179 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.6000 3,268.00 423.400 3,217 (0.063"-UNFRAMED) 180 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.2000 6,642.00 801.000 6,568 (0.080"-UNFRAMED) 181 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.8000 901.60 92.000 901 (0.063"-FRAMED) 182 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 490.00 49.000 490 (0.080"-FRAMED) 183 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 530.0000 63,600.00 114.000 60,420 (SIGN FOUNDATION) 184 METAL (RAIL MOUNTED SIGN) LB 13.0000 41,990.00 3,230.000 41,990 PROGRAM CAS145 PAGE 8 DATE 12/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:01 AM ESTIMATE NO. 048 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/06/14 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 12/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 ROADSIDE SIGN - ONE POST EA 315.0000 13,230.00 42.000 13,230 186 ROADSIDE SIGN - TWO POST EA 700.0000 2,800.00 4.000 2,800 187 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 154.0000 3,696.00 24.000 3,696 METHOD) 188 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.3000 4,743.00 510.000 4,743 189 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 2,600.00 13.000 2,600 EXISTING POST 190 18" ALTERNATIVE PIPE CULVERT LF 60.0000 105,000.00 1,743.200 104,592 191 24" ALTERNATIVE PIPE CULVERT LF 70.0000 125,300.00 1,682.700 117,789 192 24" REINFORCED CONCRETE PIPE LF 85.0000 13,600.00 153.800 13,073 193 3" PLASTIC PIPE (EDGE DRAIN) LF 11.7000 60,372.00 5,469.000 63,987 194 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 13.7000 10,275.00 748.500 10,254 195 GEOCOMPOSITE DRAIN SQYD 50.0000 2,650.00 53.000 2,650 (F) 196 GRATED LINE DRAIN LF 113.0000 35,030.00 308.300 34,837 197 6" WELDED STEEL PIPE (.134" THICK) LF 70.0000 3,990.00 56.500 3,955 198 8" WELDED STEEL PIPE (.134" THICK) LF 80.0000 4,560.00 56.400 4,512 199 18" ALTERNATIVE FLARED END SECTION EA 364.0000 4,368.00 10.000 3,640 200 MINOR CONCRETE (BACKFILL) CY 62.0000 2,418.00 49.500 3,069 201 ROCK SLOPE PROTECTION (1 TON, METHOD B) CY 200.0000 3,800.00 19.000 3,800 202 ROCK SLOPE PROTECTION CY 138.0000 4,692.00 29.210 4,030 (1/4 TON, METHOD B) 203 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 212.0000 1,908.00 8.800 1,865 204 ROCK SLOPE PROTECTION CY 62.0000 3,844.00 61.780 3,830 (FACING, METHOD B) 205 ROCK SLOPE PROTECTION CY 163.0000 2,119.00 12.400 2,021 (BACKING NO. 2, METHOD B) 206 SLOPE PAVING (CONCRETE) CY 1,090.0000 109,000.00 231.000 251,790 (F) 207 SLOPE PAVING (AESTHETIC TREATMENT) SQFT 26.0000 61,828.00 2,378.000 61,828 (F) 208 MINOR CONCRETE (DITCH LINING) CY 394.0000 94,560.00 246.000 96,924 209 ROCK SLOPE PROTECTION FABRIC SQYD 3.4000 1,020.00 261.130 887 210 MINOR CONCRETE (CURB) CY 550.0000 52,250.00 90.250 49,637 211 MINOR CONCRETE (MISCELLANEOUS CY 600.0000 9,000.00 14.400 8,640 CONSTRUCTION) PROGRAM CAS145 PAGE 9 DATE 12/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:01 AM ESTIMATE NO. 048 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/06/14 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 12/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 MINOR CONCRETE (GUTTER) LF 35.0000 7,665.00 219.000 7,665 (F) 213 MINOR CONCRETE (PATTERNED) CY 450.0000 162,000.00 356.900 160,605 214 MINOR CONCRETE (SIDEWALK) CY 275.0000 30,250.00 107.800 29,645 215 MINOR CONCRETE (CURB RAMP) CY 300.0000 2,700.00 8.400 2,520 216 CURB RAMP DETECTABLE WARNING SURFACE SQFT 50.0000 1,700.00 34.000 1,700 217 MISCELLANEOUS IRON AND STEEL LB 1.9000 86,970.60 46,100.000 87,590 (F) 218 MISCELLANEOUS METAL (BRIDGE) LB 8.7000 22,002.30 2,529.000 22,002 (F) 219 BRIDGE DECK DRAINAGE SYSTEM LB 6.8000 7,820.00 1,150.000 7,820 (F) 220 8" DUCTILE IRON PIPE LF 115.0000 27,600.00 237.900 27,358 221 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 15,540.00 2,215.000 46,515 222 4' CHAIN LINK GATE (TYPE CL-6) EA 500.0000 500.00 1.000 500 223 10' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 2,000.00 1.000 1,000 224 20' CHAIN LINK GATE (TYPE CL-6) EA 1,700.0000 1,700.00 1.000 1,700 225 DELINEATOR (CLASS 1) EA 27.0000 2,160.00 80.000 2,160 226 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 15,800.00 787.500 15,750 227 VEGETATION CONTROL (MINOR CONCRETE) SQYD 29.0000 17,400.00 600.000 17,400 228 CABLE RAILING LF 19.0000 4,712.00 248.000 4,712 (F) 229 TRANSITION RAILING (TYPE WB) EA 3,000.0000 12,000.00 4.000 12,000 230 END CAP (TYPE TC) EA 175.0000 700.00 4.000 700 231 END ANCHOR ASSEMBLY (TYPE SFT) EA 160.0000 800.00 5.000 800 232 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,375.0000 7,125.00 3.000 7,125 233 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,925.0000 11,550.00 6.000 11,550 234 CRASH CUSHION (REACT 9CBB) EA 55,000.0000 110,000.00 2.000 110,000 235 CRASH CUSHION (REACT 9SCBS) EA 55,000.0000 55,000.00 1.000 55,000 236 CONCRETE BARRIER (TYPE 60) LF 31.0000 118,420.00 3,829.000 118,699 237 CONCRETE BARRIER (TYPE 60C) LF 82.0000 18,040.00 235.000 19,270 238 CONCRETE BARRIER (TYPE 60D) LF 51.0000 23,868.00 468.000 23,868 (F) PROGRAM CAS145 PAGE 10 DATE 12/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:01 AM ESTIMATE NO. 048 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/06/14 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 12/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 61.0000 80,764.00 1,324.000 80,764 (F) 240 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 255.0000 5,865.00 23.000 5,865 (F) 241 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 115.0000 46,115.00 401.000 46,115 (F) 242 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 77.0000 86,779.00 1,127.000 86,779 (F) 243 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 50.0000 375,700.00 7,523.000 376,150 (F) 244 CONCRETE BARRIER (TYPE A) LF 260.0000 7,800.00 30.000 7,800 (F) 245 CONCRETE BARRIER (TYPE B) LF 103.0000 14,729.00 143.000 14,729 (F) 246 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 14,475.00 62,146.000 15,536 247 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,910.00 6,546.000 3,273 248 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,745.00 3,675.000 1,837 (BROKEN 12-3) 249 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 10,125.00 3,260.000 8,150 250 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 11,280.00 60,400.000 12,080 (BROKEN 36-12) 251 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 1,007.60 5,469.000 1,203 (BROKEN 17-7) 252 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,360.00 7,720.000 3,860 (BROKEN 36-12) 253 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1500 11,970.00 55,754.000 8,363 254 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 4,730.00 5,473.000 5,473 255 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 8,980.00 4,520.000 9,040 256 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 53,000.0000 53,000.00 1.000 53,000 SYSTEM ELEMENTS DURING CONSTRUCTION 257 LIGHTING (STAGE CONSTRUCTION) LS 130,000.0000 130,000.00 1.000 130,000 258 LIGHTING AND SIGN ILLUMINATION LS 375,000.0000 375,000.00 1.000 375,000 259 RELOCATE CHANGEABLE MESSAGE SIGN SYSTEM LS 76,000.0000 76,000.00 1.000 76,000 (LOCATION 1) STAGE 1A 260 RELOCATE CHANGEABLE MESSAGE SIGN SYSTEM LS 58,000.0000 58,000.00 1.000 58,000 (LOCATION 1) STAGE 1C 261 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 1.000 10,000 262 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 14.0000 10,220.00 730.000 10,220 263 CLOSED CIRCUIT TELEVISION SYSTEM LS 60,000.0000 60,000.00 1.000 60,000 (LOCATION 1) STAGE 1A 264 CLOSED CIRCUIT TELEVISION SYSTEM LS 68,000.0000 68,000.00 1.000 68,000 (LOCATION 2) STAGE 1A 265 CLOSED CIRCUIT TELEVISION SYSTEM LS 58,000.0000 58,000.00 1.000 58,000 (LOCATION 3) STAGE 1A PROGRAM CAS145 PAGE 11 DATE 12/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:01 AM ESTIMATE NO. 048 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/06/14 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 12/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 (LOCATION 4) STAGE 1A 267 CLOSED CIRCUIT TELEVISION SYSTEM LS 10,500.0000 10,500.00 1.000 10,500 (LOCATION 4) STAGE 1C 268 CENSUS STATION (LOCATION 1) STAGE 1A LS 16,000.0000 16,000.00 1.000 16,000 269 CENSUS STATION (LOCATION 1) STAGE 2B LS 23,000.0000 23,000.00 1.000 23,000 270 CENSUS STATION (LOCATION 1) LS 6,000.0000 6,000.00 1.000 6,000 271 RAMP METERING SYSTEM (LOCATION 1) LS 24,000.0000 24,000.00 1.000 24,000 STAGE 1A 272 RAMP METERING SYSTEM (LOCATION 1) LS 6,000.0000 6,000.00 1.000 6,000 STAGE 2A 273 RAMP METERING SYSTEM (LOCATION 1) LS 28,000.0000 28,000.00 1.000 28,000 STAGE 2B 274 RAMP METERING SYSTEM (LOCATION 1) LS 56,000.0000 56,000.00 1.000 56,000 (LOCATION 1) 275 RAMP METERING SYSTEM (LOCATION 2) LS 30,000.0000 30,000.00 1.000 30,000 STAGE 1A 276 RAMP METERING SYSTEM (LOCATION 2) LS 28,000.0000 28,000.00 1.000 28,000 STAGE 2A 277 RAMP METERING SYSTEM (LOCATION 2) LS 33,000.0000 33,000.00 1.000 33,000 STAGE 2B 278 RAMP METERING SYSTEM (LOCATION 2) LS 19,000.0000 19,000.00 1.000 19,000 279 RAMP METERING SYSTEM (LOCATION 3) LS 20,000.0000 20,000.00 1.000 20,000 STAGE 1A AND 1B 280 RAMP METERING SYSTEM (LOCATION 3) LS 60,000.0000 60,000.00 1.000 60,000 STAGE 1C 281 RAMP METERING SYSTEM (LOCATION 3) LS 6,500.0000 6,500.00 1.000 6,500 STAGE 2A AND 2B 282 RAMP METERING SYSTEM (LOCATION 3) LS 19,000.0000 19,000.00 1.000 19,000 283 RAMP METERING SYSTEM (LOCATION 4) LS 33,000.0000 33,000.00 1.000 33,000 STAGE 1A 284 RAMP METERING SYSTEM (LOCATION 4) LS 11,000.0000 11,000.00 1.000 11,000 STAGE 1B 285 RAMP METERING SYSTEM (LOCATION 4) LS 35,000.0000 35,000.00 1.000 35,000 STAGE 1C 286 RAMP METERING SYSTEM (LOCATION 4) LS 3,500.0000 3,500.00 1.000 3,500 STAGE 2A AND 2B 287 RAMP METERING SYSTEM (LOCATION 4) LS 18,000.0000 18,000.00 1.000 18,000 288 TEMPORARY COMMUNICATION SYSTEM LS 375,000.0000 375,000.00 1.000 375,000 289 COMMUNICATION SYSTEM LS 700,000.0000 700,000.00 1.000 700,000 290 SYSTEM TESTING AND DOCUMENTATION LS 40,000.0000 40,000.00 1.000 40,000 291 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 292 RAIN EVENT ACTION PLAN EA 500.0000 22,500.00 18.000 9,000 PROGRAM CAS145 PAGE 12 DATE 12/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:01 AM ESTIMATE NO. 048 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/06/14 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 12/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 4.000 8,000 294 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 10,000.00 13.000 6,500 PROGRAM CAS145 PAGE 13 DATE 12/26/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:01 AM ESTIMATE NO. 048 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/06/14 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 12/26/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -120,000.00 27,472,159.34 ADJUSTMENT OF COMPENSATION -190,900.00 102,688.49 EXTRA WORK 54,356.06 902,633.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION -256,543.94 28,477,481.15 295 MOBILIZATION LS 1,177,219.5000 1,177,219.50 1.000 1,177,219 ORIGINAL CONTRACT AMOUNT 28,581,800.00 TOTAL WORK COMPLETED -256,543.94 29,654,700.65 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 4,669.06 -212,118.34 TOTAL -251,874.88 29,442,582.31 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/26/10 660 12/20/10 12/20/10 11/06/14 862 107 187 0 100% 100% WU, ADRIAN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/26/14