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 01/24/12 EST. NO.05 TIME 02:04 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 01/24/12 EST. NO.05 TIME 02:04 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 0.00 -425,920.20 TOTAL DEDUCTIONS 0.00 -425,920.20 PROGRAM CAS145 PAGE 1 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:04 PM ESTIMATE NO. 05 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 01/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 01/24/12 LOCATION PROGRESS ESTIMATE 12-ORA-91-9.1/15.6 ----------------- SEMA CONSTRUCTION INC IN ORANGE COUNTY IN ANAHEIM AND 6 ORCHARD, STE 150 YORBA LINDA FROM ROUTE 55/91 LAKE FOREST CA 92630 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 8,700.0000 8,700.00 0.900 7,830.00 002 TIME-RELATED OVERHEAD LS 800,000.0000 1,800,000.00 0.076 136,800.00 0.380 684,000.00 003 TEMPORARY FENCE (TYPE ESA) LF 3.2000 12,800.00 3,400.000 10,880.00 004 CONSTRUCTION SITE MANAGEMENT LS 69,400.0000 69,400.00 0.100 6,940.00 0.400 27,760.00 005 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000.00 PREVENTION PLAN 006 TEMPORARY GRAVEL BAG BERM LF 2.6000 39,520.00 19,400.000 50,440.00 007 TEMPORARY CONSTRUCTION ENTRANCE EA 1,600.0000 57,600.00 2.000 3,200.00 27.400 43,840.00 008 MOVE-IN/MOVE-OUT EA 300.0000 10,800.00 14.000 4,200.00 26.000 7,800.00 (TEMPORARY EROSION CONTROL) 009 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 25,600.00 77.000 12,320.00 010 TEMPORARY HYDRAULIC MULCH SQYD 0.6200 121,520.00 89,150.400 55,273.25 (BONDED FIBER MATRIX) 011 STREET SWEEPING LS 68,600.0000 68,600.00 0.080 5,488.00 0.360 24,696.00 012 TEMPORARY CONCRETE WASHOUT BIN EA 710.0000 28,400.00 39.000 27,690.00 50.000 35,500.00 013 TEMPORARY HYDROSEED SQYD 0.3500 14,315.00 9,000.000 3,150.00 014 RAIN EVENT ACTION PLAN EA 500.0000 24,000.00 5.800 2,900.00 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0.00 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 230.0000 4,600.00 3.800 874.00 017 CONSTRUCTION AREA SIGNS LS 101,500.0000 101,500.00 0.700 71,050.00 018 TRAFFIC CONTROL SYSTEM LS 423,500.0000 423,500.00 0.060 25,410.00 0.610 258,335.00 019 TYPE II BARRICADE EA 75.0000 300.00 4.000 300.00 020 TYPE III BARRICADE EA 75.0000 3,750.00 9.000 675.00 12.000 900.00 021 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 43,680.00 250.000 6,500.00 1,233.000 32,058.00 022 CHANNELIZER (TYPE FG 336 UR) EA 56.0000 94,080.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:04 PM ESTIMATE NO. 05 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 01/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 7.0000 516,600.00 9,760.000 68,320.00 48,736.000 341,152.00 024 TEMPORARY CRASH CUSHION MODULE EA 170.0000 102,000.00 49.000 8,330.00 338.000 57,460.00 025 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 10,000.0000 40,000.00 4.000 40,000.00 4.000 40,000.00 026 TEMPORARY TRAFFIC SCREEN LF 2.4000 159,600.00 43,580.000 104,592.00 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7500 71,175.00 60,601.000 45,450.75 STRIPE (HAZARDOUS WASTE) 028 REMOVE CHAIN LINK FENCE LF 10.0000 5,300.00 330.000 3,300.00 029 REMOVE METAL BEAM GUARD RAILING LF 10.0000 76,800.00 382.000 3,820.00 6,626.500 66,265.00 030 REMOVE FLARED END SECTION EA 500.0000 1,500.00 2.000 1,000.00 031 REMOVE PAINTED TRAFFIC STRIPE LF 0.4600 103,500.00 48,048.000 22,102.08 032 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 2,520.00 0.000 0.00 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 91,540.00 90,137.000 41,463.02 034 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 9,255.00 400.000 600.00 035 REMOVE PAVEMENT MARKER EA 0.4100 54,120.00 10,232.000 4,195.12 036 REMOVE CHANNELIZERS EA 10.0000 16,800.00 983.000 9,830.00 037 REMOVE ROADSIDE SIGN EA 150.0000 18,000.00 60.000 9,000.00 038 REMOVE ROADSIDE SIGN EA 57.0000 1,995.00 7.000 399.00 (STRAP AND SADDLE BRACKET METHOD) 039 REMOVE ROADSIDE SIGN EA 500.0000 1,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 040 REMOVE SIGN STRUCTURE EA 3,200.0000 80,000.00 15.000 48,000.00 041 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 5,000.00 2.000 5,000.00 042 REMOVE PIPE LF 17.0000 41,140.00 184.000 3,128.00 1,426.000 24,242.00 043 REMOVE WINGWALL EA 2,000.0000 2,000.00 1.000 2,000.00 044 REMOVE INLET EA 670.0000 22,110.00 19.000 12,730.00 045 RELOCATE ROADSIDE SIGN EA 260.0000 3,380.00 0.000 0.00 046 RELOCATE ROADSIDE SIGN EA 260.0000 780.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 047 RELOCATE SIGN STRUCTURE EA 10,800.0000 21,600.00 1.000 10,800.00 048 ADJUST MANHOLE EA 1,900.0000 5,700.00 0.000 0.00 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 31,255.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:04 PM ESTIMATE NO. 05 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 01/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CURB LF 3.9000 15,951.00 700.000 2,730.00 051 REMOVE CONCRETE SIDEWALK CY 55.0000 1,650.00 10.000 550.00 052 REMOVE CONCRETE (CHANNEL) CY 45.0000 13,950.00 351.000 15,795.00 053 REMOVE CONCRETE BARRIER LF 17.0000 26,180.00 808.000 13,736.00 054 REMOVE ROCK BLANKET SQYD 18.0000 24,660.00 540.000 9,720.00 055 REMOVE CONCRETE ISLAND CY 89.0000 2,670.00 0.000 0.00 056 CAP INLET EA 1,000.0000 9,000.00 8.000 8,000.00 16.000 16,000.00 057 REMOVE CRASH CUSHION EA 180.0000 360.00 1.000 180.00 058 BRIDGE REMOVAL (PORTION), LOCATION A LS 65,000.0000 65,000.00 0.900 58,500.00 059 BRIDGE REMOVAL (PORTION), LOCATION B LS 65,000.0000 65,000.00 0.900 58,500.00 060 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 0.900 270,000.00 061 ROADWAY EXCAVATION CY 5.5300 929,040.00 80,582.000 445,618.46 062 ROADWAY EXCAVATION (TYPE Y-1) CY 8.0000 148,000.00 11,454.000 91,632.00 (AERIALLY DEPOSITED LEAD) 063 LEAD COMPLIANCE PLAN LS 6,100.0000 6,100.00 1.000 6,100.00 064 ADL BURIAL LOCATION REPORT LS 13,100.0000 13,100.00 0.500 6,550.00 065 STRUCTURE EXCAVATION (BRIDGE) CY 91.0000 83,538.00 284.000 25,844.00 887.000 80,717.00 (F) 066 STRUCTURE EXCAVATION (RETAINING WALL) CY 24.7600 89,136.00 281.000 6,957.56 697.000 17,257.72 (F) 067 STRUCTURE EXCAVATION (TYPE Y-1) CY 8.5000 1,317.50 2.000 17.00 (F) (AERIALLY DEPOSITED LEAD) 068 STRUCTURE BACKFILL (BRIDGE) CY 160.0000 124,480.00 0.000 0.00 (F) 069 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 142,000.00 197.000 7,880.00 (F) 070 DITCH EXCAVATION CY 2.2000 22,880.00 235.000 517.00 235.000 517.00 071 IMPORTED BORROW CY 4.0000 294,800.00 58,724.000 234,896.00 072 GEOSYNTHETIC REINFORCEMENT SQYD 4.9000 227,850.00 38,200.000 187,180.00 073 HIGHWAY PLANTING LS 91,019.3900 91,019.39 0.000 0.00 074 ROCK BLANKET SQYD 52.0000 243,880.00 0.000 0.00 075 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 3,000.00 1.000 300.00 5.000 1,500.00 076 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0500 7,900.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:04 PM ESTIMATE NO. 05 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 01/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 TRANSPLANT PALM TREE EA 1,600.0000 84,800.00 27.000 43,200.00 078 MAINTAIN EXISTING PLANTED AREAS LS 526,100.0000 526,100.00 0.070 36,827.00 0.270 142,047.00 079 PLANT ESTABLISHMENT WORK LS 64,100.0000 64,100.00 0.000 0.00 080 MAINTAIN EXISTING IRRIGATION FACILITIES LS 52,600.0000 52,600.00 0.080 4,208.00 0.280 14,728.00 081 IRRIGATION SYSTEM LS 19,900.0000 19,900.00 0.000 0.00 082 3" SUPPLY LINE (BRIDGE) LF 95.0000 21,850.00 0.000 0.00 (F) 083 8" CORRUGATED HIGH DENSITY LF 24.0000 19,200.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 084 EXTEND 6" CONDUIT LF 50.0000 6,000.00 0.000 0.00 085 EXTEND 10" CONDUIT LF 36.0000 17,640.00 0.000 0.00 086 CLASS 2 AGGREGATE SUBBASE CY 9.5000 456,950.00 1,407.000 13,366.50 18,889.000 179,445.50 087 AGGREGATE BASE (APPROACH SLAB) CY 200.0000 2,000.00 0.000 0.00 088 LEAN CONCRETE BASE CY 87.0000 1,574,700.00 5,933.670 516,229.29 9,222.000 802,314.00 089 HOT MIX ASPHALT TON 67.0000 6,579,400.00 10,211.280 684,155.76 10,211.280 684,155.76 090 DATA CORE LS 50,000.0000 50,000.00 0.000 0.00 091 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.8000 3,220.00 0.000 0.00 092 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.8000 36,400.00 0.000 0.00 093 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.8000 19,236.00 0.000 0.00 094 PLACE HOT MIX ASPHALT SQYD 45.0000 37,350.00 0.000 0.00 (MISCELLANEOUS AREA) 095 TACK COAT TON 250.0000 27,500.00 0.000 0.00 096 JOINTED PLAIN CONCRETE PAVEMENT CY 140.0000 5,334,000.00 12,846.740 1,798,543.60 13,822.000 1,935,080.00 097 SEAL PAVEMENT JOINT LF 3.5400 527,460.00 0.000 0.00 098 SEAL ISOLATION JOINT LF 3.0000 159,000.00 0.000 0.00 099 REPAIR SPALLED JOINTS SQYD 4.2000 19,278.00 0.000 0.00 100 GRIND EXISTING CONCRETE SQYD 6.0000 429,000.00 0.000 0.00 PAVEMENT 101 FURNISH PILING (CLASS 90) LF 16.0000 36,400.00 1,565.000 25,040.00 1,565.000 25,040.00 (ALTERNATIVE X) 102 DRIVE PILE (CLASS 90) EA 1,800.0000 72,000.00 26.000 46,800.00 26.000 46,800.00 (ALTERNATIVE X) 103 FURNISH PILING (CLASS 140) LF 16.1100 90,054.90 1,781.500 28,699.97 3,193.750 51,451.31 PROGRAM CAS145 PAGE 5 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:04 PM ESTIMATE NO. 05 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 01/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 DRIVE PILE (CLASS 140) EA 1,800.0000 234,000.00 36.000 64,800.00 63.000 113,400.00 105 18" CAST-IN-DRILLED-HOLE CONCRETE LF 460.0000 132,020.00 0.000 0.00 PILING (SOUND WALL) 106 PRESTRESSING CAST-IN-PLACE CONCRETE LS 141,300.0000 141,300.00 0.000 0.00 107 TIEBACK ANCHOR EA 2,666.2500 85,320.00 0.000 0.00 108 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 280.0000 62,720.00 22.500 6,300.00 (F) 109 STRUCTURAL CONCRETE, BRIDGE CY 700.0000 941,500.00 68.500 47,950.00 68.500 47,950.00 (F) 110 STRUCTURAL CONCRETE, RETAINING WALL CY 400.0000 332,400.00 6.500 2,600.00 53.500 21,400.00 (F) 111 STRUCTURAL CONCRETE, SOUND WALL CY 550.0000 47,850.00 0.000 0.00 (F) 112 STRUCTURAL CONCRETE, APPROACH SLAB CY 720.0000 167,040.00 0.000 0.00 (F) (TYPE N) 113 STRUCTURAL CONCRETE, APPROACH SLAB CY 980.0000 94,080.00 0.000 0.00 (TYPE R) 114 STRUCTURAL CONCRETE, WINGWALL CY 1,100.0000 22,000.00 20.000 22,000.00 115 JACKING SUPERSTRUCTURE LS 78,500.0000 78,500.00 0.000 0.00 116 MINOR CONCRETE (MINOR STRUCTURE) CY 1,700.0000 283,900.00 11.650 19,805.00 51.120 86,904.00 (F) 117 MINOR CONCRETE (SOUND WALL) CY 320.0000 611,200.00 387.000 123,840.00 520.000 166,400.00 118 PAVING NOTCH EXTENSION CF 210.0000 11,760.00 0.000 0.00 119 ARCHITECTURAL TREATMENT SQFT 26.0000 131,066.00 0.000 0.00 (F) 120 DRILL AND BOND DOWEL LF 39.0000 14,157.00 68.000 2,652.00 121 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 19,000.0000 133,000.00 7.000 133,000.00 7.000 133,000.00 GIRDER (70'-80') 122 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 1,800.0000 12,600.00 0.000 0.00 GIRDER 123 SOUND WALL (MASONRY BLOCK) SQFT 12.0200 1,278,807.80 21,280.000 255,785.60 21,280.000 255,785.60 (F) 124 JOINT SEAL (MR 1") LF 120.0000 33,240.00 0.000 0.00 125 BAR REINFORCING STEEL (BRIDGE) LB 0.8100 327,645.00 12,456.000 10,089.36 17,976.000 14,560.56 (F) 126 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9500 80,712.00 890.000 845.50 5,764.000 5,475.80 (F) 127 SHOTCRETE CY 650.0000 29,250.00 0.000 0.00 (F) 128 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 19,172.00 0.000 0.00 (F) WITH WALKWAY) 129 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 19,172.00 0.000 0.00 (F) WITH WALKWAY) 130 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.5000 102,300.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 6 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:04 PM ESTIMATE NO. 05 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 01/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.5000 27,900.00 0.000 0.00 (F) 132 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8000 2,023,348.00 55,165.000 209,627.00 55,165.000 209,627.00 (F) 133 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 106,492.00 55,165.000 11,033.00 55,165.000 11,033.00 (F) 134 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 3,201.00 0.000 0.00 (F) WITHOUT WALKWAY) 135 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 3,201.00 0.000 0.00 (F) WITHOUT WALKWAY) 136 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 161,000.00 530.000 14,840.00 530.000 14,840.00 137 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 2.5000 400.00 0.000 0.00 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 3.0000 2,280.00 0.000 0.00 (0.063"-UNFRAMED) 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 3.0000 2,070.00 0.000 0.00 (0.080"-UNFRAMED) 140 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 3.0000 870.00 0.000 0.00 (0.063"-FRAMED) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 3.0000 540.00 0.000 0.00 (0.080"-FRAMED) 142 FURNISH LAMINATED PANEL SIGN SQFT 2.5000 850.00 0.000 0.00 (2 5/8" - TYPE B) 143 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 150.0000 10,500.00 0.000 0.00 (SIGN FOUNDATION) 144 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 990.0000 722,700.00 0.000 0.00 (SIGN FOUNDATION) 145 METAL (WALL MOUNTED SIGN) LB 5.0000 2,250.00 0.000 0.00 146 ROADSIDE SIGN - ONE POST EA 430.0000 35,690.00 0.000 0.00 147 ROADSIDE SIGN - TWO POST EA 1,300.0000 45,500.00 0.000 0.00 148 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 11,100.00 0.000 0.00 METHOD) 149 INSTALL ROADSIDE SIGN EA 5,100.0000 10,200.00 0.000 0.00 (LAMINATED WOOD BOX POST) 150 18" ALTERNATIVE PIPE CULVERT LF 48.0000 226,560.00 700.000 33,600.00 2,616.000 125,568.00 151 24" ALTERNATIVE PIPE CULVERT LF 56.0000 248,640.00 64.000 3,584.00 1,490.000 83,440.00 152 36" ALTERNATIVE PIPE CULVERT LF 71.0000 129,930.00 1,830.000 129,930.00 153 48" REINFORCED CONCRETE PIPE LF 120.0000 333,600.00 2,780.000 333,600.00 154 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 8,200.00 0.000 0.00 (.064" THICK) 155 GRATED LINE DRAIN LF 98.0000 9,800.00 0.000 0.00 156 WELDED STEEL PIPE CASING (BRIDGE) LF 310.0000 47,120.00 0.000 0.00 (F) 157 18" ALTERNATIVE FLARED END SECTION EA 680.0000 4,080.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:04 PM ESTIMATE NO. 05 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 01/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 24" ALTERNATIVE FLARED END SECTION EA 860.0000 1,720.00 0.000 0.00 159 36" PRECAST CONCRETE PIPE MANHOLE LF 1,800.0000 12,600.00 0.000 0.00 160 ROCK SLOPE PROTECTION CY 190.0000 760.00 0.000 0.00 (FACING, METHOD B) 161 SLOPE PAVING (MASONRY BLOCK) SQFT 27.0000 71,145.00 0.000 0.00 (F) 162 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 70.00 0.000 0.00 163 MINOR CONCRETE (CURB) CY 330.0000 16,500.00 0.000 0.00 164 MINOR CONCRETE (MISCELLANEOUS CY 180.0000 7,200.00 0.000 0.00 CONSTRUCTION) 165 MINOR CONCRETE (GUTTER) LF 18.0000 12,078.00 0.000 0.00 (F) 166 MINOR CONCRETE (SIDEWALK) CY 260.0000 7,800.00 0.000 0.00 167 MINOR CONCRETE (CURB RAMP) CY 150.0000 450.00 0.000 0.00 168 MISCELLANEOUS IRON AND STEEL LB 1.1000 45,887.60 0.000 0.00 (F) 169 BRIDGE DECK DRAINAGE SYSTEM LB 4.4000 36,080.00 0.000 0.00 (F) 170 METAL BEAM GUARD RAILING (WOOD POST) LF 18.0000 205,200.00 670.000 12,060.00 670.000 12,060.00 171 CABLE RAILING LF 75.0000 53,700.00 0.000 0.00 (F) 172 TRANSITION RAILING (TYPE WB) EA 1,500.0000 22,500.00 0.000 0.00 173 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 39,600.00 0.000 0.00 174 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 25,000.00 0.000 0.00 175 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 95,000.00 0.000 0.00 176 CRASH CUSHION, SAND FILLED EA 180.0000 360.00 0.000 0.00 177 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 190.0000 136,800.00 0.000 0.00 178 CONCRETE BARRIER (TYPE 60GC MODIFIED) LF 140.0000 68,600.00 0.000 0.00 179 CONCRETE BARRIER (TYPE 60) LF 56.0000 21,840.00 0.000 0.00 180 CONCRETE BARRIER (TYPE 60A) LF 59.0000 2,950.00 0.000 0.00 181 CONCRETE BARRIER (TYPE 60C) LF 110.0000 200,200.00 0.000 0.00 182 CONCRETE BARRIER (TYPE 60D) LF 49.0000 24,157.00 0.000 0.00 (F) 183 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 130.0000 39,000.00 0.000 0.00 184 CONCRETE BARRIER (TYPE 736) LF 60.0000 59,820.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 8 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:04 PM ESTIMATE NO. 05 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 01/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5600 109,200.00 0.000 0.00 186 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 22,000.00 0.000 0.00 187 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 7,490.00 0.000 0.00 (BROKEN 12-3) 188 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 33,750.00 0.000 0.00 189 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 130.00 0.000 0.00 (BROKEN 6-1) 190 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3100 74,400.00 0.000 0.00 (BROKEN 36-12) 191 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 2,691.00 0.000 0.00 (BROKEN 17-7) 192 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 77,800.00 265,752.000 53,150.40 193 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1000 5,270.00 460.000 1,426.00 194 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 56,700.00 16,594.000 23,231.60 195 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 73,470.00 5,227.000 16,203.70 196 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,600.0000 7,600.00 0.300 2,280.00 SYSTEM ELEMENTS DURING CONSTRUCTION 197 SIGNAL AND LIGHTING (LOCATION 1) LS 130,300.0000 130,300.00 0.000 0.00 198 SIGNAL AND LIGHTING (LOCATION 2) LS 10,100.0000 10,100.00 0.000 0.00 199 SIGNAL AND LIGHTING (LOCATION 3) LS 8,900.0000 8,900.00 0.000 0.00 200 SIGNAL AND LIGHTING (LOCATION 4) LS 41,900.0000 41,900.00 0.000 0.00 201 SIGNAL AND LIGHTING (LOCATION 5) LS 45,500.0000 45,500.00 0.000 0.00 202 LIGHTING (TEMPORARY) LS 62,600.0000 62,600.00 0.207 12,958.20 203 LIGHTING LS 45,500.0000 45,500.00 0.000 0.00 204 LIGHTING (CITY STREET) LS 38,200.0000 38,200.00 0.000 0.00 205 LIGHTING ARRESTOR SYSTEM LS 25,100.0000 25,100.00 0.020 502.00 206 LIGHTING AND SIGN ILLUMINATION LS 517,430.3400 1,517,430.34 0.060 91,045.82 0.060 91,045.82 207 SIGN ILLUMINATION (OCTA) LS 3,500.0000 3,500.00 0.000 0.00 208 EXTINGUISHABLE MESSAGE SIGN LS 36,400.0000 36,400.00 0.010 364.00 (LOCATION 1) 209 EXTINGUISHABLE MESSAGE SIGN LS 30,300.0000 30,300.00 0.000 0.00 (LOCATION 2) 210 COMMUNICATION SYSTEM - OCTA (TEMPORARY) LS 817,389.1400 817,389.14 0.937 765,893.62 211 COMMUNICATION SYSTEM LS 910,458.2100 910,458.21 0.050 45,522.91 0.080 72,836.66 PROGRAM CAS145 PAGE 9 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:04 PM ESTIMATE NO. 05 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 01/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 25.0000 5,750.00 0.000 0.00 (F) 213 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.000 0.00 214 OCTA FACILITY LS 11,620.2200 1,011,620.22 0.080 80,929.62 0.100 101,162.02 215 SYSTEM TESTING AND DOCUMENTATION LS 72,700.0000 72,700.00 0.158 11,486.60 216 MICROWAVE VEHICLE DETECTION SYSTEM LS 283,253.6300 283,253.63 0.889 251,812.48 (TEMPORARY) 217 TRAFFIC MONITORING STATION (LOCATION 1) LS 30,300.0000 30,300.00 0.000 0.00 218 TRAFFIC MONITORING STATION (LOCATION 2) LS 36,900.0000 36,900.00 0.000 0.00 219 TRAFFIC MONITORING STATION (LOCATION 3) LS 38,600.0000 38,600.00 0.000 0.00 220 TRAFFIC MONITORING STATION (LOCATION 4) LS 41,400.0000 41,400.00 0.000 0.00 221 CLOSED CIRCUIT TELEVISION SYSTEM LS 32,000.0000 32,000.00 0.000 0.00 222 RAMP METERING SYSTEM (LOCATION 7) LS 64,600.0000 64,600.00 0.000 0.00 223 RAMP METERING SYSTEM (LOCATION 8) LS 75,800.0000 75,800.00 0.000 0.00 224 RAMP METERING SYSTEM (LOCATION 9) LS 64,600.0000 64,600.00 0.000 0.00 225 RAMP METERING SYSTEM (LOCATION 10) LS 71,700.0000 71,700.00 0.000 0.00 226 RAMP METERING SYSTEM (LOCATION 1 AND 2) LS 102,000.0000 102,000.00 0.000 0.00 227 RAMP METERING SYSTEM (LOCATION 3 AND 4) LS 98,000.0000 98,000.00 0.440 43,120.00 0.440 43,120.00 228 RAMP METERING SYSTEM (LOCATION 5 AND 6) LS 108,800.0000 108,800.00 0.000 0.00 229 WEIGH STATION BYPASS SYSTEM (REMOVE) LS 45,500.0000 45,500.00 0.500 22,750.00 230 WEIGH STATION BYPASS SYSTEM LS 8,585.3600 1,008,585.36 0.030 30,257.56 0.270 272,318.05 231 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 232 MILEPOST MARKER EA 77.0000 3,696.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 02:04 PM ESTIMATE NO. 05 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 01/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,770,325.05 11,177,792.08 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 43,817.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,770,325.05 11,221,609.17 233 MOBILIZATION LS 989,921.8900 2,989,921.89 0.200 597,984.38 0.950 2,840,425.80 ORIGINAL CONTRACT AMOUNT 44,866,492.98 TOTAL WORK COMPLETED 5,368,309.43 14,062,034.97 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -425,920.20 TOTAL 5,368,309.43 13,636,114.77 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 05/27/11 525 08/22/11 07/21/11 09/30/13 99 28 0 0 31% 19% PROGRESS IS SATISFACTORY AMUTH, KAUSI RESIDENT ENGINEER PROGRAM CAS145 DATE 01/24/12