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 12/11/12 EST. NO.86 TIME 01:13 PM R.E. NAME: WILLIAM J. GILCHRIST 12-0695U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 198 0001 255,000.00 A.C. @ L.S.(+) 120712 N 1 0 255,000.00 TOTAL THIS ESTIMATE 9,191,429.94 TOTAL PREVIOUS ESTIMATE 9,446,429.94 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 12/11/12 EST. NO.86 TIME 01:13 PM R.E. NAME: WILLIAM J. GILCHRIST 12-0695U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MARINA LANDSCAPE -10,000.00 07 MARINA REINFORCING -10,000.00 09 UNSAT. PAYROLLS -10,000.00 22 UNSAT PAYROLL -10,000.00 24 UNSAT. PAYROLL -10,000.00 26 UNSAT PAYROLL -10,000.00 28 CHRISP,MOORE,ORTIZ -10,000.00 31 MIS PAYRLLS:CSS,DS,O -10,000.00 36 MISSING PAYROLLS -10,000.00 37 MISSING PAYROLLS -10,000.00 38 MISSING PAYROLLS -10,000.00 39 MIS. CPR: MCM,RJL -10,000.00 41 MISSING CPR: RMD -10,000.00 44 RETURN UNSAT PAYROLL 110,000.00 55 RETURN UNSAT PAYROLL 20,000.00 57 0.00 0.00 OTHER OUTSTANDING DOCUMENTS NON SUBTL FHWA 47 -10,000.00 78 RET FHWA47 DEDUC 10,000.00 81 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/11/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 01:13 PM ESTIMATE NO. 86 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/01/07 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 12/11/12 LOCATION FINAL ESTIMATE 12-ORA-405-7.6/9.6 -------------- MCM CONSTRUCTION, INC. IN ORANGE COUNTY IN IRVINE, SANTA P O BOX 620 ANA, AND COSTA MESA ON RTE 405 FROM 6413 32ND STREET 0.1 KM S OF RTE 405/55 SEP TO BEAR NORTH HIGHLANDS,CA 95660-0620 ST OC AND ON RTE 55 FROM RTE 405/55 SEP TO 0.2 KM N OF MACARTHUR BLVD FED. AID NO. STP-5312(31)N ,LN-5312(31)N HOV CONNECTOR AND IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 1.000 15,000 002 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000 PREVENTION PLAN 003 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 1.000 125,000 004 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 1.000 30,000 (S) 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 (S) 006 TYPE II BARRICADE EA 55.0000 2,915.00 1.000 55 (S) 007 TYPE III BARRICADE EA 85.0000 3,145.00 9.000 765 (S) 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,800.00 453.000 15,855 (S) 009 PORTABLE DELINEATOR EA 40.0000 3,440.00 0.000 0 (S) 010 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,250.0000 7,500.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 1.000 50,000 (S) 012 TEMPORARY RAILING (TYPE K) M 25.0000 740,000.00 26,157.490 653,937 013 TEMPORARY CRASH CUSHION MODULE EA 260.0000 213,200.00 729.000 189,540 014 TEMPORARY TRAFFIC SCREEN M 6.0000 177,600.00 8,459.260 50,755 015 ABANDON CULVERT EA 800.0000 2,400.00 5.000 4,000 016 ABANDON INLET EA 800.0000 3,200.00 4.000 3,200 017 REMOVE CHAIN LINK FENCE M 12.0000 22,680.00 2,027.000 24,324 018 REMOVE METAL BEAM GUARD RAILING M 30.0000 28,200.00 1,629.900 48,897 019 REMOVE TRAFFIC STRIPE AND PAVEMENT M 1.2000 24,840.00 81,588.390 97,906 MARKING 020 REMOVE PAVEMENT MARKER EA 0.8500 8,670.00 17,879.000 15,197 021 REMOVE ROADSIDE SIGN EA 150.0000 14,100.00 56.000 8,400 022 REMOVE SIGN STRUCTURE EA 4,000.0000 32,000.00 8.900 35,600 PROGRAM CAS145 PAGE 2 DATE 12/11/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 01:13 PM ESTIMATE NO. 86 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/01/07 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 12/11/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PIPE M 50.0000 13,000.00 312.040 15,602 024 REMOVE INLET EA 800.0000 10,400.00 20.000 16,000 025 REMOVE HEADWALL EA 500.0000 7,500.00 23.000 11,500 026 REMOVE DOWNDRAIN M 100.0000 3,300.00 26.700 2,670 027 REMOVE RETAINING WALL M3 60.0000 1,500.00 25.000 1,500 028 REMOVE CONCRETE PAVEMENT M2 4.0000 64,800.00 28,826.063 115,304 029 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 150.0000 4,500.00 30.000 4,500 030 RECONSTRUCT SIGN STRUCTURE EA 4,000.0000 8,000.00 1.000 4,000 031 RELOCATE ROADSIDE SIGN EA 250.0000 1,250.00 4.000 1,000 (STRAP AND SADDLE BRACKET METHOD) 032 RELOCATE SIGN PANEL EA 900.0000 2,700.00 3.000 2,700 033 ADJUST INLET EA 1,200.0000 6,000.00 3.000 3,600 034 ADJUST MANHOLE TO GRADE EA 1,200.0000 2,400.00 2.000 2,400 035 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.0000 3,360.00 1,151.000 9,208 (45 MM MAXIMUM) 036 REMOVE CONCRETE M3 37.0000 22,570.00 1,105.181 40,891 037 REMOVE CONCRETE (CHANNEL) M3 60.0000 30,600.00 553.410 33,204 038 REMOVE CONCRETE (CHANNEL BRIDGE) LS 20,000.0000 20,000.00 1.000 20,000 039 REMOVE CONCRETE BARRIER M 35.0000 56,000.00 1,275.160 44,630 040 CAP INLET EA 1,000.0000 31,000.00 33.000 33,000 041 CAP MANHOLE EA 1,500.0000 1,500.00 2.000 3,000 042 REMOVE CRASH CUSHION (SAND FILLED) EA 75.0000 4,200.00 9.000 675 043 BRIDGE REMOVAL LS 30,000.0000 30,000.00 1.000 30,000 044 BRIDGE REMOVAL (PORTION), LOCATION A LS 15,000.0000 15,000.00 1.000 15,000 045 BRIDGE REMOVAL (PORTION), LOCATION B LS 5,000.0000 5,000.00 1.000 5,000 046 CLEARING AND GRUBBING LS 260,000.0000 260,000.00 1.000 260,000 047 ROADWAY EXCAVATION M3 14.0000 827,400.00 151,976.094 2,127,665 048 STRUCTURE EXCAVATION (BRIDGE) M3 15.0000 237,075.00 15,805.000 237,075 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 328,560.00 21,902.000 328,530 (F) PROGRAM CAS145 PAGE 3 DATE 12/11/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 01:13 PM ESTIMATE NO. 86 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/01/07 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 12/11/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (TIEBACK WALL) M3 50.0000 8,750.00 144.500 7,225 (F) 051 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 664,000.00 8,295.000 663,600 (F) 052 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 744,485.00 21,331.720 746,610 (F) 053 STRUCTURE BACKFILL (TIEBACK WALL) M3 50.0000 450.00 6.700 335 (F) 054 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 61,150.00 1,221.700 61,085 (F) WALL) 055 SAND BACKFILL M3 125.0000 1,500.00 19.800 2,475 056 EARTH RETAINING STRUCTURE M2 240.0000 2,122,800.00 8,939.510 2,145,482 (F) 057 IMPORTED BORROW M3 5.0000 371,000.00 18,000.000 90,000 058 HIGHWAY PLANTING LS 200,000.0000 200,000.00 1.000 200,000 (S) 059 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 1.000 40,000 (S) 060 IRRIGATION SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 (S) 061 250 MM CORRUGATED HIGH DENSITY M 100.0000 9,900.00 99.000 9,900 (S) POLYETHYLENE PIPE CONDUIT 062 EXTEND 250 MM CONDUIT M 125.0000 26,250.00 210.000 26,250 (S) 063 FINISHING ROADWAY LS 5,000.0000 5,000.00 1.000 5,000 064 CLASS 4 AGGREGATE SUBBASE M3 27.0000 1,255,500.00 54,409.802 1,469,064 065 CLASS 2 AGGREGATE BASE M3 23.0000 584,200.00 27,455.394 631,474 066 ASPHALT TREATED PERMEABLE BASE M3 91.0000 877,240.00 6,943.167 631,828 067 ASPHALT CONCRETE (TYPE B) TONN 45.0000 1,822,500.00 50,156.690 2,257,051 068 ASPHALT CONCRETE (BRIDGE) M2 15.0000 18,825.00 502.000 7,530 069 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 70.0000 7,700.00 65.160 4,561 AREA) 070 100 MM PLACE ASPHALT CONCRETE M2 12.0000 25,200.00 5,599.070 67,188 (MISCELLANEOUS AREAS) 071 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 4,600.00 847.600 4,238 072 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 3,200.00 821.400 4,107 073 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.0000 22,050.00 4,884.760 24,423 074 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 1,600.00 496.100 2,480 075 CONCRETE PAVEMENT M3 135.0000 1,539,000.00 5,997.510 809,663 076 GRIND EXISTING CONCRETE PAVEMENT M2 12.5000 26,375.00 685.000 8,562 (S) PROGRAM CAS145 PAGE 4 DATE 12/11/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 01:13 PM ESTIMATE NO. 86 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/01/07 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 12/11/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH STEEL PILING (HP 360 X 174) M 120.0000 1,499,640.00 12,444.300 1,493,316 078 DRIVE STEEL PILE (HP 360 X 174) EA 800.0000 598,400.00 748.000 598,400 (S) 079 FURNISH PILING (CLASS 900C) M 40.0000 549,560.00 13,739.000 549,560 080 DRIVE PILE (CLASS 900C) EA 850.0000 810,900.00 954.000 810,900 (S) 081 FURNISH PILING (CLASS 900C MODIFIED) M 40.0000 29,560.00 739.000 29,560 082 FURNISH PILING (CLASS 900C MODIFIED) EA 1,200.0000 84,000.00 70.000 84,000 (S) 083 FURNISH PILING (CLASS 625) M 40.0000 8,640.00 216.000 8,640 084 DRIVE PILE (CLASS 625) EA 1,000.0000 18,000.00 18.000 18,000 (S) 085 FURNISH PILING (CLASS 625C MODIFIED) M 40.0000 27,720.00 693.000 27,720 086 DRIVE PILE (CLASS 625C MODIFIED) EA 1,000.0000 61,000.00 61.000 61,000 (S) 087 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 1.000 700,000 (S) 088 TIEBACK ANCHOR EA 1,450.0000 98,600.00 60.000 87,000 (S) 089 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 275.0000 1,735,250.00 6,310.000 1,735,250 (F) 090 STRUCTURAL CONCRETE, BRIDGE M3 402.0000 10,202,760.00 25,380.750 10,203,061 (F) 091 STRUCTURAL CONCRETE, RETAINING WALL M3 325.0000 2,304,250.00 6,927.280 2,251,366 (F) 092 STRUCTURAL CONCRETE, TIEBACK WALL M3 1,000.0000 94,000.00 78.000 78,000 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB M3 300.0000 199,500.00 665.000 199,500 (F) (TYPE N) 094 CLASS 1 CONCRETE (BOX CULVERT) M3 800.0000 3,319,200.00 4,174.000 3,339,200 (F) 095 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 283,000.00 286.350 286,350 (F) 096 MINOR CONCRETE (BACKFILL) M3 175.0000 11,725.00 76.180 13,331 097 FRACTURED RIB TEXTURE (25 MM) M2 15.0000 86,325.00 5,673.000 85,095 (F) 098 DRILL AND BOND DOWEL M 50.0000 3,450.00 67.160 3,358 099 PTFE BEARING EA 2,500.0000 50,000.00 20.000 50,000 (S) 100 JOINT SEAL (MR 30 MM) M 115.0000 6,555.00 57.000 6,555 (S) 101 JOINT SEAL (MR 15 MM) M 90.0000 3,060.00 29.800 2,682 (S) 102 JOINT SEAL ASSEMBLY (MR 90 MM) M 360.0000 11,160.00 31.000 11,160 (S) 103 JOINT SEAL ASSEMBLY (MR 100 MM) M 360.0000 12,240.00 34.000 12,240 (S) PROGRAM CAS145 PAGE 5 DATE 12/11/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 01:13 PM ESTIMATE NO. 86 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/01/07 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 12/11/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,370.0000 46,580.00 34.000 46,580 (S) 105 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,200.0000 81,600.00 68.000 81,600 (S) 106 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 1,600.0000 27,200.00 17.000 27,200 (S) 107 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 4,310,000.00 4,338,647.000 4,338,647 (SF) 108 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1500 470,057.90 404,383.000 465,040 (SF) 109 BAR REINFORCING STEEL (TIEBACK WALL) KG 1.0000 20,200.00 19,400.000 19,400 (SF) 110 BAR REINFORCING STEEL (BOX CULVERT) KG 0.8500 498,865.00 590,881.000 502,248 (SF) 111 SHOTCRETE M3 395.0000 29,230.00 59.000 23,305 (F) 112 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 8,160.00 1,360.000 8,160 (F) 113 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 1,360.00 1,360.000 1,360 (SF) 114 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 444,945.00 97,383.000 486,915 (F) 115 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7500 66,543.75 89,848.000 67,386 (SF) 116 760 MM CAST-IN-DRILLED-HOLE M 800.0000 7,200.00 9.000 7,200 (S) CONCRETE PILE (SIGN FOUNDATION) 117 920 MM CAST-IN-DRILLED-HOLE M 900.0000 79,200.00 88.000 79,200 (S) CONCRETE PILE (SIGN FOUNDATION) 118 METAL (BARRIER MOUNTED SIGN) KG 18.0000 9,900.00 504.000 9,072 119 METAL (WALL MOUNTED SIGN) EA 1,500.0000 3,000.00 2.000 3,000 120 ROADSIDE SIGN - ONE POST EA 450.0000 29,700.00 61.000 27,450 121 ROADSIDE SIGN - TWO POST EA 1,200.0000 28,800.00 7.000 8,400 122 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 6,900.00 16.000 4,800 METHOD) 123 INSTALL SIGN OVERLAY M2 250.0000 1,500.00 6.000 1,500 124 INSTALL SIGN PANEL ON EXISTING FRAME M2 250.0000 6,250.00 0.000 0 125 450 MM ALTERNATIVE PIPE CULVERT M 125.0000 52,500.00 430.110 53,763 126 450 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 125.0000 26,250.00 148.700 18,587 127 450 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 125.0000 1,875.00 15.100 1,887 128 600 MM ALTERNATIVE PIPE CULVERT M 125.0000 112,500.00 1,048.590 131,073 129 600 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 125.0000 116,250.00 862.930 107,866 130 750 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 250.0000 4,500.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 12/11/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 01:13 PM ESTIMATE NO. 86 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/01/07 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 12/11/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 900 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 350.0000 24,500.00 82.550 28,892 132 1275 MM REINFORCED CONCRETE PIPE M 550.0000 17,050.00 30.640 16,852 133 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 30,000.00 81.900 24,570 (4.27 MM THICK) 134 80 MM PLASTIC PIPE (EDGE DRAIN) M 16.0000 163,200.00 9,172.000 146,752 135 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 65.0000 45,500.00 892.370 58,004 136 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 300.0000 1,500.00 5.000 1,500 (4.27 MM THICK) 137 300 MM ENTRANCE TAPER EA 250.0000 250.00 1.000 250 138 450 MM BITUMINOUS COATED M 350.0000 14,700.00 4.400 1,540 CSP RISER (4.27 MM THICK) 139 600 MM BITUMINOUS COATED M 375.0000 4,500.00 0.000 0 CSP RISER (4.27 MM THICK) 140 150 MM WELDED STEEL PIPE CASING (BRIDGE) M 225.0000 19,125.00 85.000 19,125 141 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 700.00 2.000 700 142 SEWER MANHOLE EA 7,500.0000 7,500.00 0.000 0 (S) 143 SEWER ENCASEMENT M 500.0000 16,500.00 33.000 16,500 (S) 144 ROCK SLOPE PROTECTION M3 55.0000 825.00 5.800 319 (FACING, METHOD B) 145 ROCK SLOPE PROTECTION M3 55.0000 220.00 2.000 110 (BACKING NO. 3, METHOD B) 146 SLOPE PAVING (CONCRETE) M3 275.0000 14,300.00 52.000 14,300 (F) 147 MINOR CONCRETE (CHANNEL LINING) M3 300.0000 99,000.00 123.110 36,933 148 MINOR CONCRETE (GUTTER LINING) M3 300.0000 10,200.00 15.000 4,500 149 ROCK SLOPE PROTECTION FABRIC M2 2.0000 116.00 29.000 58 150 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 93,000.00 143.090 42,927 CONSTRUCTION) 151 MINOR CONCRETE (GUTTER) M 45.0000 24,165.00 537.000 24,165 (F) 152 MINOR CONCRETE (STAMPED CONCRETE) M2 40.0000 4,000.00 100.000 4,000 153 MISCELLANEOUS IRON AND STEEL KG 1.5000 59,007.00 39,549.000 59,323 (SF) 154 MISCELLANEOUS METAL KG 6.0000 21,780.00 3,630.000 21,780 (SF)(RESTRAINER - CABLE TYPE) 155 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 149,820.00 25,405.000 152,430 (SF) 156 CHAIN LINK FENCE (TYPE CL-1.8) M 24.0000 31,440.00 1,708.410 41,001 (S) 157 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 650.0000 1,950.00 1.000 650 (S) PROGRAM CAS145 PAGE 7 DATE 12/11/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 01:13 PM ESTIMATE NO. 86 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/01/07 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 12/11/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 1.000 1,000 (S) 159 DELINEATOR (CLASS 1) EA 55.0000 12,650.00 0.000 0 160 INSTALL MEDIAN KILOMETER PANEL EA 75.0000 1,950.00 0.000 0 161 METAL BEAM GUARD RAILING (WOOD POST) M 54.0000 64,260.00 2,147.730 115,977 (S) 162 CHAIN LINK RAILING M 90.0000 17,100.00 84.000 7,560 (S) 163 CONCRETE BARRIER (TYPE 736B MODIFIED) M 225.0000 27,000.00 243.290 54,740 164 CONCRETE BARRIER (TYPE 50 MODIFIED) M 1,250.0000 15,000.00 12.000 15,000 165 CONCRETE BARRIER (TYPE 50A MODIFIED) M 265.0000 4,240.00 0.000 0 166 CONCRETE BARRIER (TYPE 50E) M 475.0000 20,900.00 44.000 20,900 167 CABLE RAILING M 15.0000 12,720.00 968.000 14,520 (SF) 168 CABLE ANCHOR ASSEMBLY (DOUBLE) EA 660.0000 1,320.00 1.000 660 (S) 169 CABLE ANCHOR ASSEMBLY EA 350.0000 3,500.00 4.000 1,400 (S) (BREAKAWAY, TYPE B) 170 TERMINAL SECTION (TYPE B) EA 65.0000 1,495.00 24.000 1,560 (S) 171 END SECTION EA 100.0000 400.00 1.000 100 (S) 172 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 57,600.00 28.000 50,400 (S) 173 CRASH CUSHION (TYPE CAT) EA 5,000.0000 30,000.00 5.000 25,000 (S) 174 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 6,000.00 4.000 4,000 (S) 175 CONCRETE BARRIER (TYPE 60) M 90.0000 307,800.00 3,385.000 304,650 176 CONCRETE BARRIER (TYPE 60 MODIFIED) M 140.0000 3,500.00 194.100 27,174 177 CONCRETE BARRIER (TYPE 60C) M 525.0000 59,850.00 184.000 96,600 (F) 178 CONCRETE BARRIER (TYPE 60D MODIFIED) M 225.0000 310,500.00 1,556.810 350,282 179 CONCRETE BARRIER (TYPE 60E) M 630.0000 136,080.00 229.710 144,717 (F) 180 CONCRETE BARRIER (TYPE 60W) M 515.0000 159,650.00 285.200 146,878 181 CONCRETE BARRIER (TYPE 732) M 75.0000 14,100.00 188.000 14,100 (F) 182 CONCRETE BARRIER (TYPE 732A) M 85.0000 165,495.00 1,947.000 165,495 (F) 183 CONCRETE BARRIER (TYPE 732 MODIFIED) M 85.0000 423,555.00 4,983.000 423,555 (F) 184 THERMOPLASTIC PAVEMENT MARKING M2 22.0000 8,800.00 421.550 9,274 (S) PROGRAM CAS145 PAGE 8 DATE 12/11/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 01:13 PM ESTIMATE NO. 86 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/01/07 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 12/11/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 44,960.00 70,206.680 56,165 (S) 186 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 12,474.00 5,231.600 11,509 (S) 187 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,160.00 2,753.850 5,507 (S) (BROKEN 3.66 M - 0.92 M) 188 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 708.00 3,023.710 1,814 (S) (BROKEN 5.18 M - 2.14 M) 189 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,420.00 1,215.380 2,430 (S) (BROKEN 11.0 M - 3.5 M) 190 PAINT TRAFFIC STRIPE (2-COAT) M 0.3000 14,820.00 134,084.470 40,225 (S) 191 PAINT PAVEMENT MARKING (2-COAT) M2 12.0000 1,680.00 148.470 1,781 (S) 192 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 14,900.00 16,637.000 16,637 (S) 193 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 41,100.00 17,809.000 53,427 (S) 194 SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 1.000 20,000 (S) 195 SIGNAL AND LIGHTING (LOCATION 2) LS 25,000.0000 25,000.00 1.000 25,000 (S) 196 LIGHTING AND SIGN ILLUMINATION LS 475,000.0000 475,000.00 1.000 475,000 (S) 197 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 5,000.0000 5,000.00 1.000 5,000 (S) 198 TRAFFIC MONITORING STATION (LOCATION 1) LS 6,000.0000 6,000.00 1.000 6,000 (S) 199 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 1.000 20,000 (S) 200 TRAFFIC MONITORING STATION (LOCATION 3) LS 8,000.0000 8,000.00 1.000 8,000 (S) 201 TRAFFIC MONITORING STATION (LOCATION 4) LS 20,000.0000 20,000.00 1.000 20,000 (S) 202 RAMP METERING SYSTEM (LOCATION 1) LS 14,000.0000 14,000.00 1.000 14,000 (S) 203 RAMP METERING SYSTEM (LOCATION 2) LS 20,000.0000 20,000.00 1.000 20,000 (S) 204 RAMP METERING SYSTEM (LOCATION 3) LS 9,000.0000 9,000.00 1.000 9,000 (S) 205 RAMP METERING SYSTEM (LOCATION 4) LS 30,000.0000 30,000.00 1.000 30,000 (S) 206 RAMP METERING SYSTEM (LOCATION 5) LS 8,000.0000 8,000.00 1.000 8,000 (S) 207 RAMP METERING SYSTEM (LOCATION 6) LS 14,000.0000 14,000.00 1.000 14,000 (S) 208 RAMP METERING SYSTEM (LOCATION 7) LS 13,000.0000 13,000.00 1.000 13,000 (S) 209 RAMP METERING SYSTEM (LOCATION 8) LS 11,000.0000 11,000.00 1.000 11,000 (S) 210 RAMP METERING SYSTEM (LOCATION 9) LS 7,000.0000 7,000.00 1.000 7,000 (S) 211 COMMUNICATION SYSTEM LS 225,000.0000 225,000.00 1.000 225,000 (S) PROGRAM CAS145 PAGE 9 DATE 12/11/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 01:13 PM ESTIMATE NO. 86 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/01/07 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 12/11/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 48,109,337.54 ADJUSTMENT OF COMPENSATION 255,000.00 4,085,344.96 EXTRA WORK 0.00 5,361,084.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 255,000.00 57,555,767.48 212 MOBILIZATION LS 5,259,991.0000 5,259,991.00 1.000 5,259,991 ORIGINAL CONTRACT AMOUNT 52,666,667.65 TOTAL WORK COMPLETED 255,000.00 62,815,758.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 255,000.00 62,815,758.48 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 01/11/01 980 02/05/01 02/05/01 02/01/07 1411 99 431 0 100% 100% WILLIAM J. GILCHRIST RESIDENT ENGINEER PROGRAM CAS145 DATE 12/11/12