PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 03/28/14 EST. NO.32 TIME 02:20 PM R.E. NAME: AMUTH, KAUSI 12-0G3304 --------------------------------------------------------------------------- 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 0145 5,511.58 E.W. @ F.A.(+) 081712 N 0593.0 0148 1,826.08 100312 N 0596.0 0184 2,114.54 062912 N 0673.0 0186 2,816.06 120512 N 0677.0 008 0075 3,139.28 E.W. @ F.A.(+) 091813 N 1008.0 088 0001 20,433.00 E.W. @ L.S.(+) 032114 N 088001 0002 3,323.64 E.W. @ F.A.(+) 021714 N 1043.0 0003 3,323.64 021814 N 1044.0 0004 3,323.64 031114 N 1045.0 0005 3,323.64 031214 N 1046.0 0006 3,323.65 031314 N 1047.0 0009 1,510.76 031414 N 1048.1 53,969.51 TOTAL THIS ESTIMATE 7,438,529.84 TOTAL PREVIOUS ESTIMATE 7,492,499.35 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 03/28/14 EST. NO.32 TIME 02:20 PM R.E. NAME: AMUTH, KAUSI 12-0G3304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPP/BMP ADMIN. -425,920.20 04 NONSUBTLCEM4401 2011 -10,000.00 06 SWPP/BMP ADM REFUND 425,920.20 06 REC'D CEM 4401(2011) 10,000.00 07 FAIL TO COMPLY REQTS -4,089.75 16 NONSUBMITAL CEM 4401 -10,000.00 19 SOLID WASTE SUBMIT 10,000.00 20 RET DEDUC EST 16 4,089.75 28 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING DOCS/CONTRAC -5,000.00 09 RET DEDUC EST 9 5,000.00 23 SEMA,HWYSAFTEY,CPR -3,500.00 28 SEMA,HI-WAY,SAFETY.. 3,500.00 29 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:20 PM ESTIMATE NO. 32 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/13 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 03/28/14 LOCATION SEMI-FINAL ESTIMATE 12-ORA-91-9.1/15.6 ------------------- SEMA CONSTRUCTION INC IN ORANGE COUNTY IN ANAHEIM AND 320 GODDARD WAY, SUITE 150 YORBA LINDA FROM ROUTE 55/91 IRVINE, CA 92618 SEPARATION TO ROUTE 91/241 SEPARATION 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 8,700.0000 8,700.00 1.000 8,700 002 TIME-RELATED OVERHEAD LS 1,800,000.0000 1,800,000.00 1.000 1,800,000 003 TEMPORARY FENCE (TYPE ESA) LF 3.2000 12,800.00 3,400.000 10,880 004 CONSTRUCTION SITE MANAGEMENT LS 69,400.0000 69,400.00 1.000 69,400 005 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000 PREVENTION PLAN 006 TEMPORARY GRAVEL BAG BERM LF 2.6000 39,520.00 53,667.000 139,534 007 TEMPORARY CONSTRUCTION ENTRANCE EA 1,600.0000 57,600.00 37.000 59,200 008 MOVE-IN/MOVE-OUT EA 300.0000 10,800.00 47.000 14,100 (TEMPORARY EROSION CONTROL) 009 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 25,600.00 163.000 26,080 010 TEMPORARY HYDRAULIC MULCH SQYD 0.6200 121,520.00 290,069.400 179,843 (BONDED FIBER MATRIX) 011 STREET SWEEPING LS 68,600.0000 68,600.00 1.000 68,600 012 TEMPORARY CONCRETE WASHOUT BIN EA 710.0000 28,400.00 532.000 377,720 013 TEMPORARY HYDROSEED SQYD 0.3500 14,315.00 23,400.000 8,190 014 RAIN EVENT ACTION PLAN EA 500.0000 24,000.00 24.000 12,000 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 230.0000 4,600.00 8.000 1,840 017 CONSTRUCTION AREA SIGNS LS 101,500.0000 101,500.00 1.000 101,500 018 TRAFFIC CONTROL SYSTEM LS 423,500.0000 423,500.00 1.000 423,500 019 TYPE II BARRICADE EA 75.0000 300.00 4.000 300 020 TYPE III BARRICADE EA 75.0000 3,750.00 61.000 4,575 021 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 43,680.00 1,766.000 45,916 022 CHANNELIZER (TYPE FG 336 UR) EA 56.0000 94,080.00 1,680.000 94,080 PROGRAM CAS145 PAGE 2 DATE 03/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:20 PM ESTIMATE NO. 32 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/13 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 03/28/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 7.0000 516,600.00 93,896.000 657,272 024 TEMPORARY CRASH CUSHION MODULE EA 170.0000 102,000.00 751.000 127,670 025 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 10,000.0000 40,000.00 4.000 40,000 026 TEMPORARY TRAFFIC SCREEN LF 2.4000 159,600.00 66,500.000 159,600 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7500 71,175.00 95,260.000 71,445 STRIPE (HAZARDOUS WASTE) 028 REMOVE CHAIN LINK FENCE LF 10.0000 5,300.00 662.000 6,620 029 REMOVE METAL BEAM GUARD RAILING LF 10.0000 76,800.00 7,888.500 78,885 030 REMOVE FLARED END SECTION EA 500.0000 1,500.00 3.000 1,500 031 REMOVE PAINTED TRAFFIC STRIPE LF 0.4600 103,500.00 251,381.000 115,635 032 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 2,520.00 871.000 1,306 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 91,540.00 199,000.000 91,540 034 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 9,255.00 430.000 645 035 REMOVE PAVEMENT MARKER EA 0.4100 54,120.00 124,061.000 50,865 036 REMOVE CHANNELIZERS EA 10.0000 16,800.00 1,997.000 19,970 037 REMOVE ROADSIDE SIGN EA 150.0000 18,000.00 120.000 18,000 038 REMOVE ROADSIDE SIGN EA 57.0000 1,995.00 35.000 1,995 (STRAP AND SADDLE BRACKET METHOD) 039 REMOVE ROADSIDE SIGN EA 500.0000 1,000.00 2.000 1,000 (LAMINATED WOOD BOX POST) 040 REMOVE SIGN STRUCTURE EA 3,200.0000 80,000.00 26.000 83,200 041 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 5,000.00 2.000 5,000 042 REMOVE PIPE LF 17.0000 41,140.00 2,442.000 41,514 043 REMOVE WINGWALL EA 2,000.0000 2,000.00 1.000 2,000 044 REMOVE INLET EA 670.0000 22,110.00 41.000 27,470 045 RELOCATE ROADSIDE SIGN EA 260.0000 3,380.00 13.000 3,380 046 RELOCATE ROADSIDE SIGN EA 260.0000 780.00 6.000 1,560 (STRAP AND SADDLE BRACKET METHOD) 047 RELOCATE SIGN STRUCTURE EA 10,800.0000 21,600.00 2.000 21,600 048 ADJUST MANHOLE EA 1,900.0000 5,700.00 3.000 5,700 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 31,255.00 8,430.230 29,505 PROGRAM CAS145 PAGE 3 DATE 03/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:20 PM ESTIMATE NO. 32 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/13 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 03/28/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CURB LF 3.9000 15,951.00 4,090.000 15,951 051 REMOVE CONCRETE SIDEWALK CY 55.0000 1,650.00 30.000 1,650 052 REMOVE CONCRETE (CHANNEL) CY 45.0000 13,950.00 375.000 16,875 053 REMOVE CONCRETE BARRIER LF 17.0000 26,180.00 1,540.000 26,180 054 REMOVE ROCK BLANKET SQYD 18.0000 24,660.00 1,743.000 31,374 055 REMOVE CONCRETE ISLAND CY 89.0000 2,670.00 30.000 2,670 056 CAP INLET EA 1,000.0000 9,000.00 30.000 30,000 057 REMOVE CRASH CUSHION EA 180.0000 360.00 2.000 360 058 BRIDGE REMOVAL (PORTION), LOCATION A LS 65,000.0000 65,000.00 1.000 65,000 059 BRIDGE REMOVAL (PORTION), LOCATION B LS 65,000.0000 65,000.00 1.000 65,000 060 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 1.000 300,000 061 ROADWAY EXCAVATION CY 5.5300 929,040.00 168,435.000 931,445 062 ROADWAY EXCAVATION (TYPE Y-1) CY 8.0000 148,000.00 18,500.000 148,000 (AERIALLY DEPOSITED LEAD) 063 LEAD COMPLIANCE PLAN LS 6,100.0000 6,100.00 1.000 6,100 064 ADL BURIAL LOCATION REPORT LS 13,100.0000 13,100.00 1.000 13,100 065 STRUCTURE EXCAVATION (BRIDGE) CY 91.0000 83,538.00 918.000 83,538 (F) 066 STRUCTURE EXCAVATION (RETAINING WALL) CY 24.7600 89,136.00 3,600.000 89,136 (F) 067 STRUCTURE EXCAVATION (TYPE Y-1) CY 8.5000 1,317.50 155.000 1,317 (F) (AERIALLY DEPOSITED LEAD) 068 STRUCTURE BACKFILL (BRIDGE) CY 160.0000 124,480.00 778.000 124,480 (F) 069 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 142,000.00 3,550.000 142,000 (F) 070 DITCH EXCAVATION CY 2.2000 22,880.00 10,400.000 22,880 071 IMPORTED BORROW CY 4.0000 294,800.00 10,133.000 40,532.00 89,249.000 356,996 072 GEOSYNTHETIC REINFORCEMENT SQYD 4.9000 227,850.00 38,200.000 187,180 073 HIGHWAY PLANTING LS 91,019.3900 91,019.39 1.000 91,019 074 ROCK BLANKET SQYD 52.0000 243,880.00 4,904.000 255,008 075 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 3,000.00 14.000 4,200 076 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0500 7,900.00 193,000.000 9,650 PROGRAM CAS145 PAGE 4 DATE 03/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:20 PM ESTIMATE NO. 32 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/13 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 03/28/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TRANSPLANT PALM TREE EA 1,600.0000 84,800.00 53.000 84,800 078 MAINTAIN EXISTING PLANTED AREAS LS 526,100.0000 526,100.00 1.000 526,100 079 PLANT ESTABLISHMENT WORK LS 64,100.0000 64,100.00 1.000 64,100 080 MAINTAIN EXISTING IRRIGATION FACILITIES LS 52,600.0000 52,600.00 1.000 52,600 081 IRRIGATION SYSTEM LS 19,900.0000 19,900.00 1.000 19,900 082 3" SUPPLY LINE (BRIDGE) LF 95.0000 21,850.00 230.000 21,850 (F) 083 8" CORRUGATED HIGH DENSITY LF 24.0000 19,200.00 513.000 12,312 POLYETHYLENE PIPE CONDUIT 084 EXTEND 6" CONDUIT LF 50.0000 6,000.00 156.000 7,800 085 EXTEND 10" CONDUIT LF 36.0000 17,640.00 113.000 4,068 086 CLASS 2 AGGREGATE SUBBASE CY 9.5000 456,950.00 49,704.000 472,188 087 AGGREGATE BASE (APPROACH SLAB) CY 200.0000 2,000.00 0.000 0 088 LEAN CONCRETE BASE CY 87.0000 1,574,700.00 18,251.000 1,587,837 089 HOT MIX ASPHALT TON 67.0000 6,579,400.00 106,297.400 7,121,925 090 DATA CORE LS 50,000.0000 50,000.00 1.000 50,000 091 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.8000 3,220.00 1,215.000 3,402 092 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.8000 36,400.00 16,442.000 46,037 093 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.8000 19,236.00 3,984.000 11,155 094 PLACE HOT MIX ASPHALT SQYD 45.0000 37,350.00 2,299.000 103,455 (MISCELLANEOUS AREA) 095 TACK COAT TON 250.0000 27,500.00 110.000 27,500 096 JOINTED PLAIN CONCRETE PAVEMENT CY 140.0000 5,334,000.00 38,433.000 5,380,620 097 SEAL PAVEMENT JOINT LF 3.5400 527,460.00 149,200.000 528,168 098 SEAL ISOLATION JOINT LF 3.0000 159,000.00 53,200.000 159,600 099 REPAIR SPALLED JOINTS SQYD 4.2000 19,278.00 4,590.000 19,278 100 GRIND EXISTING CONCRETE SQYD 6.0000 429,000.00 71,500.000 429,000 PAVEMENT 101 FURNISH PILING (CLASS 90) LF 16.0000 36,400.00 2,275.000 36,400 (ALTERNATIVE X) 102 DRIVE PILE (CLASS 90) EA 1,800.0000 72,000.00 40.000 72,000 (ALTERNATIVE X) 103 FURNISH PILING (CLASS 140) LF 16.1100 90,054.90 5,590.000 90,054 PROGRAM CAS145 PAGE 5 DATE 03/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:20 PM ESTIMATE NO. 32 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/13 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 03/28/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DRIVE PILE (CLASS 140) EA 1,800.0000 234,000.00 130.000 234,000 105 18" CAST-IN-DRILLED-HOLE CONCRETE LF 460.0000 132,020.00 0.000 0 PILING (SOUND WALL) 106 PRESTRESSING CAST-IN-PLACE CONCRETE LS 141,300.0000 141,300.00 1.000 141,300 107 TIEBACK ANCHOR EA 2,666.2500 85,320.00 32.000 85,320 108 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 280.0000 62,720.00 224.000 62,720 (F) 109 STRUCTURAL CONCRETE, BRIDGE CY 700.0000 941,500.00 1,345.000 941,500 (F) 110 STRUCTURAL CONCRETE, RETAINING WALL CY 400.0000 332,400.00 832.000 332,800 (F) 111 STRUCTURAL CONCRETE, SOUND WALL CY 550.0000 47,850.00 87.000 47,850 (F) 112 STRUCTURAL CONCRETE, APPROACH SLAB CY 720.0000 167,040.00 232.000 167,040 (F) (TYPE N) 113 STRUCTURAL CONCRETE, APPROACH SLAB CY 980.0000 94,080.00 95.280 93,374 (TYPE R) 114 STRUCTURAL CONCRETE, WINGWALL CY 1,100.0000 22,000.00 20.000 22,000 115 JACKING SUPERSTRUCTURE LS 78,500.0000 78,500.00 1.000 78,500 116 MINOR CONCRETE (MINOR STRUCTURE) CY 1,700.0000 283,900.00 192.760 327,692 (F) 117 MINOR CONCRETE (SOUND WALL) CY 320.0000 611,200.00 1,942.400 621,568 118 PAVING NOTCH EXTENSION CF 210.0000 11,760.00 58.690 12,324 119 ARCHITECTURAL TREATMENT SQFT 26.0000 131,066.00 5,041.000 131,066 (F) 120 DRILL AND BOND DOWEL LF 39.0000 14,157.00 363.000 14,157 121 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 19,000.0000 133,000.00 7.000 133,000 GIRDER (70'-80') 122 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 1,800.0000 12,600.00 7.000 12,600 GIRDER 123 SOUND WALL (MASONRY BLOCK) SQFT 12.0200 1,278,807.80 109,460.000 1,315,709 (F) 124 JOINT SEAL (MR 1") LF 120.0000 33,240.00 341.420 40,970 125 BAR REINFORCING STEEL (BRIDGE) LB 0.8100 327,645.00 404,500.000 327,645 (F) 126 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9500 80,712.00 94,506.000 89,780 (F) 127 SHOTCRETE CY 650.0000 29,250.00 45.000 29,250 (F) 128 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 19,172.00 9,586.000 19,172 (F) WITH WALKWAY) 129 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 19,172.00 9,586.000 19,172 (F) WITH WALKWAY) 130 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.5000 102,300.00 18,600.000 102,300 (F) PROGRAM CAS145 PAGE 6 DATE 03/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:20 PM ESTIMATE NO. 32 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/13 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 03/28/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.5000 27,900.00 18,600.000 27,900 (F) 132 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8000 2,023,348.00 539,220.000 2,049,036 (F) 133 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 106,492.00 539,220.000 107,844 (F) 134 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 3,201.00 1,067.000 3,201 (F) WITHOUT WALKWAY) 135 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 3,201.00 1,067.000 3,201 (F) WITHOUT WALKWAY) 136 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 161,000.00 5,750.000 161,000 137 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 2.5000 400.00 160.000 400 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 3.0000 2,280.00 760.000 2,280 (0.063"-UNFRAMED) 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 3.0000 2,070.00 690.000 2,070 (0.080"-UNFRAMED) 140 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 3.0000 870.00 290.000 870 (0.063"-FRAMED) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 3.0000 540.00 180.000 540 (0.080"-FRAMED) 142 FURNISH LAMINATED PANEL SIGN SQFT 2.5000 850.00 340.000 850 (2 5/8" - TYPE B) 143 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 150.0000 10,500.00 70.000 10,500 (SIGN FOUNDATION) 144 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 990.0000 722,700.00 587.970 582,090 (SIGN FOUNDATION) 145 METAL (WALL MOUNTED SIGN) LB 5.0000 2,250.00 445.000 2,225 146 ROADSIDE SIGN - ONE POST EA 430.0000 35,690.00 83.000 35,690 147 ROADSIDE SIGN - TWO POST EA 1,300.0000 45,500.00 35.000 45,500 148 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 11,100.00 74.000 11,100 METHOD) 149 INSTALL ROADSIDE SIGN EA 5,100.0000 10,200.00 2.000 10,200 (LAMINATED WOOD BOX POST) 150 18" ALTERNATIVE PIPE CULVERT LF 48.0000 226,560.00 5,456.000 261,888 151 24" ALTERNATIVE PIPE CULVERT LF 56.0000 248,640.00 4,572.000 256,032 152 36" ALTERNATIVE PIPE CULVERT LF 71.0000 129,930.00 1,830.000 129,930 153 48" REINFORCED CONCRETE PIPE LF 120.0000 333,600.00 2,800.000 336,000 154 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 8,200.00 164.000 8,200 (.064" THICK) 155 GRATED LINE DRAIN LF 98.0000 9,800.00 100.000 9,800 156 WELDED STEEL PIPE CASING (BRIDGE) LF 310.0000 47,120.00 230.000 71,300 (F) 157 18" ALTERNATIVE FLARED END SECTION EA 680.0000 4,080.00 7.000 4,760 PROGRAM CAS145 PAGE 7 DATE 03/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:20 PM ESTIMATE NO. 32 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/13 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 03/28/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 24" ALTERNATIVE FLARED END SECTION EA 860.0000 1,720.00 2.000 1,720 159 36" PRECAST CONCRETE PIPE MANHOLE LF 1,800.0000 12,600.00 11.000 19,800 160 ROCK SLOPE PROTECTION CY 190.0000 760.00 4.000 760 (FACING, METHOD B) 161 SLOPE PAVING (MASONRY BLOCK) SQFT 27.0000 71,145.00 2,635.000 71,145 (F) 162 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 70.00 14.000 70 163 MINOR CONCRETE (CURB) CY 330.0000 16,500.00 58.000 19,140 164 MINOR CONCRETE (MISCELLANEOUS CY 180.0000 7,200.00 148.000 26,640 CONSTRUCTION) 165 MINOR CONCRETE (GUTTER) LF 18.0000 12,078.00 671.000 12,078 (F) 166 MINOR CONCRETE (SIDEWALK) CY 260.0000 7,800.00 57.000 14,820 167 MINOR CONCRETE (CURB RAMP) CY 150.0000 450.00 5.000 750 168 MISCELLANEOUS IRON AND STEEL LB 1.1000 45,887.60 42,484.000 46,732 (F) 169 BRIDGE DECK DRAINAGE SYSTEM LB 4.4000 36,080.00 8,200.000 36,080 (F) 170 METAL BEAM GUARD RAILING (WOOD POST) LF 18.0000 205,200.00 11,390.000 205,020 171 CABLE RAILING LF 75.0000 53,700.00 716.000 53,700 (F) 172 TRANSITION RAILING (TYPE WB) EA 1,500.0000 22,500.00 16.000 24,000 173 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 39,600.00 31.000 37,200 174 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 25,000.00 11.000 27,500 175 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 95,000.00 36.000 90,000 176 CRASH CUSHION, SAND FILLED EA 180.0000 360.00 2.000 360 177 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 190.0000 136,800.00 720.000 136,800 178 CONCRETE BARRIER (TYPE 60GC MODIFIED) LF 140.0000 68,600.00 487.000 68,180 179 CONCRETE BARRIER (TYPE 60) LF 56.0000 21,840.00 705.000 39,480 180 CONCRETE BARRIER (TYPE 60A) LF 59.0000 2,950.00 50.000 2,950 181 CONCRETE BARRIER (TYPE 60C) LF 110.0000 200,200.00 1,573.000 173,030 182 CONCRETE BARRIER (TYPE 60D) LF 49.0000 24,157.00 493.000 24,157 (F) 183 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 130.0000 39,000.00 1.000 130 184 CONCRETE BARRIER (TYPE 736) LF 60.0000 59,820.00 997.000 59,820 (F) PROGRAM CAS145 PAGE 8 DATE 03/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:20 PM ESTIMATE NO. 32 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/13 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 03/28/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5600 109,200.00 241,305.000 135,130 186 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 22,000.00 21,400.000 21,400 187 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 7,490.00 10,000.000 7,000 (BROKEN 12-3) 188 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 33,750.00 6,948.000 34,740 189 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 130.00 640.000 128 (BROKEN 6-1) 190 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3100 74,400.00 240,000.000 74,400 (BROKEN 36-12) 191 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 2,691.00 8,970.000 2,691 (BROKEN 17-7) 192 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 77,800.00 429,880.000 85,976 193 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1000 5,270.00 1,985.000 6,153 194 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 56,700.00 41,533.000 58,146 195 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 73,470.00 21,730.000 67,363 196 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,600.0000 7,600.00 1.000 7,600 SYSTEM ELEMENTS DURING CONSTRUCTION 197 SIGNAL AND LIGHTING (LOCATION 1) LS 130,300.0000 130,300.00 1.000 130,300 198 SIGNAL AND LIGHTING (LOCATION 2) LS 10,100.0000 10,100.00 1.000 10,100 199 SIGNAL AND LIGHTING (LOCATION 3) LS 8,900.0000 8,900.00 1.000 8,900 200 SIGNAL AND LIGHTING (LOCATION 4) LS 41,900.0000 41,900.00 1.000 41,900 201 SIGNAL AND LIGHTING (LOCATION 5) LS 45,500.0000 45,500.00 1.000 45,500 202 LIGHTING (TEMPORARY) LS 62,600.0000 62,600.00 1.000 62,600 203 LIGHTING LS 45,500.0000 45,500.00 1.000 45,500 204 LIGHTING (CITY STREET) LS 38,200.0000 38,200.00 1.000 38,200 205 LIGHTING ARRESTOR SYSTEM LS 25,100.0000 25,100.00 1.000 25,100 206 LIGHTING AND SIGN ILLUMINATION LS 1,517,430.3400 1,517,430.34 1.000 1,517,430 207 SIGN ILLUMINATION (OCTA) LS 3,500.0000 3,500.00 1.000 3,500 208 EXTINGUISHABLE MESSAGE SIGN LS 36,400.0000 36,400.00 1.000 36,400 (LOCATION 1) 209 EXTINGUISHABLE MESSAGE SIGN LS 30,300.0000 30,300.00 1.000 30,300 (LOCATION 2) 210 COMMUNICATION SYSTEM - OCTA (TEMPORARY) LS 817,389.1400 817,389.14 1.000 817,389 211 COMMUNICATION SYSTEM LS 910,458.2100 910,458.21 1.000 910,458 PROGRAM CAS145 PAGE 9 DATE 03/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:20 PM ESTIMATE NO. 32 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/13 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 03/28/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 25.0000 5,750.00 230.000 5,750 (F) 213 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 1.000 5,000 214 OCTA FACILITY LS 1,011,620.2200 1,011,620.22 1.000 1,011,620 215 SYSTEM TESTING AND DOCUMENTATION LS 72,700.0000 72,700.00 1.000 72,700 216 MICROWAVE VEHICLE DETECTION SYSTEM LS 283,253.6300 283,253.63 1.000 283,253 (TEMPORARY) 217 TRAFFIC MONITORING STATION (LOCATION 1) LS 30,300.0000 30,300.00 1.000 30,300 218 TRAFFIC MONITORING STATION (LOCATION 2) LS 36,900.0000 36,900.00 1.000 36,900 219 TRAFFIC MONITORING STATION (LOCATION 3) LS 38,600.0000 38,600.00 1.000 38,600 220 TRAFFIC MONITORING STATION (LOCATION 4) LS 41,400.0000 41,400.00 1.000 41,400 221 CLOSED CIRCUIT TELEVISION SYSTEM LS 32,000.0000 32,000.00 1.000 32,000 222 RAMP METERING SYSTEM (LOCATION 7) LS 64,600.0000 64,600.00 1.000 64,600 223 RAMP METERING SYSTEM (LOCATION 8) LS 75,800.0000 75,800.00 1.000 75,800 224 RAMP METERING SYSTEM (LOCATION 9) LS 64,600.0000 64,600.00 1.000 64,600 225 RAMP METERING SYSTEM (LOCATION 10) LS 71,700.0000 71,700.00 1.000 71,700 226 RAMP METERING SYSTEM (LOCATION 1 AND 2) LS 102,000.0000 102,000.00 1.000 102,000 227 RAMP METERING SYSTEM (LOCATION 3 AND 4) LS 98,000.0000 98,000.00 1.000 98,000 228 RAMP METERING SYSTEM (LOCATION 5 AND 6) LS 108,800.0000 108,800.00 1.000 108,800 229 WEIGH STATION BYPASS SYSTEM (REMOVE) LS 45,500.0000 45,500.00 1.000 45,500 230 WEIGH STATION BYPASS SYSTEM LS 1,008,585.3600 1,008,585.36 1.000 1,008,585 231 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 232 MILEPOST MARKER EA 77.0000 3,696.00 48.000 3,696 PROGRAM CAS145 PAGE 10 DATE 03/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:20 PM ESTIMATE NO. 32 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/13 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 03/28/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 40,532.00 43,232,491.45 ADJUSTMENT OF COMPENSATION 0.00 3,342,422.88 EXTRA WORK 53,969.51 4,150,076.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 94,501.51 50,724,990.80 233 MOBILIZATION LS 2,989,921.8900 2,989,921.89 1.000 2,989,921 ORIGINAL CONTRACT AMOUNT 44,866,492.98 TOTAL WORK COMPLETED 94,501.51 53,714,912.69 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 94,501.51 53,714,912.69 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 05/27/11 525 08/22/11 07/21/11 10/30/13 502 66 220 0 100% 100% AMUTH, KAUSI RESIDENT ENGINEER PROGRAM CAS145 DATE 03/28/14