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 02/25/13 EST. NO.02 TIME 10:40 AM R.E. NAME: SAKER, GEORGE 07-215944 --------------------------------------------------------------------------- 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 02/25/13 EST. NO.02 TIME 10:40 AM R.E. NAME: SAKER, GEORGE 07-215944 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 10:40 AM ESTIMATE NO. 02 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 02/25/13 LOCATION PROGRESS ESTIMATE 07-LA-5-4.0/5.8 ----------------- SECURITY PAVING COMPANY INC IN LOS ANGELES COUNTY IN NORWALK P O BOX 1489 FROM 0.4 MILE SOUTH OF SAN ANTONIO SUN VALLEY CA 91353 DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING FED. AID NO. N O N E ROADWAY WIDENING (SEG 4) ------------------------------------------------------------------------------------------------------------------------------------ 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 9,500.0000 9,500.00 0.000 0 002 TEMPORARY FENCE (TYPE CL-6) LF 13.2500 214,650.00 0.000 0 003 TEMPORARY FENCE (TYPE ESA) LF 5.0000 1,300.00 0.000 0 004 CONSTRUCTION SITE MANAGEMENT LS 160,000.0000 160,000.00 0.020 3,200.00 0.020 3,200 005 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500 PREVENTION PLAN 006 TEMPORARY EROSION CONTROL BLANKET SQYD 2.0000 27,800.00 0.000 0 007 TEMPORARY FIBER ROLL LF 2.7500 33,825.00 825.000 2,268.75 825.000 2,268 008 TEMPORARY SILT FENCE LF 3.0000 19,650.00 450.000 1,350.00 450.000 1,350 009 TEMPORARY GRAVEL BAG BERM LF 2.5000 17,000.00 0.000 0 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 7,000.0000 91,000.00 0.000 0 011 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 98,000.00 2.000 5,600.00 2.000 5,600 012 TEMPORARY COVER SQYD 2.5000 48,750.00 0.000 0 013 MOVE-IN/MOVE-OUT EA 525.0000 5,250.00 0.000 0 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 185.0000 24,050.00 0.000 0 015 STREET SWEEPING LS 122,000.0000 122,000.00 0.020 2,440.00 0.020 2,440 016 TEMPORARY SOIL BINDER SQYD 0.2100 38,850.00 0.000 0 017 RAIN EVENT ACTION PLAN EA 500.0000 60,000.00 0.000 0 018 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 0.000 0 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 310.0000 18,910.00 0.000 0 020 TIME-RELATED OVERHEAD (WDAY) WDAY 3,460.0000 3,598,400.00 2.000 6,920.00 2.000 6,920 021 CONSTRUCTION AREA SIGNS LS 104,400.0000 104,400.00 0.150 15,660.00 0.150 15,660 022 TRAFFIC CONTROL SYSTEM LS 294,000.0000 294,000.00 0.020 5,880.00 0.020 5,880 PROGRAM CAS145 PAGE 2 DATE 02/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 10:40 AM ESTIMATE NO. 02 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 02/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TYPE II BARRICADE EA 40.0000 21,600.00 0.000 0 024 TYPE III BARRICADE EA 80.0000 16,000.00 0.000 0 025 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 64,800.00 0.000 0 026 PORTABLE DELINEATOR EA 18.0000 3,600.00 0.000 0 027 TEMPORARY TERMINAL SECTION (TYPE K) EA 4,000.0000 4,000.00 0.000 0 028 TEMPORARY RAILING (TYPE K) LF 13.0500 1,357,200.00 9,800.000 127,890.00 9,800.000 127,890 029 TEMPORARY CRASH CUSHION MODULE EA 185.0000 125,800.00 0.000 0 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5300 14,151.00 0.000 0 STRIPE (HAZARDOUS WASTE) 031 NOISE MONITORING LS 3,000.0000 3,000.00 0.000 0 032 ABANDON CULVERT (LF) LF 10.0000 33,800.00 0.000 0 033 ABANDON INLET EA 945.0000 945.00 0.000 0 034 ABANDON SEWER MANHOLE EA 1,680.0000 1,680.00 0.000 0 035 ABANDON MANHOLE EA 1,260.0000 1,260.00 0.000 0 036 ABANDON SEWER LF 12.6000 31,500.00 0.000 0 037 REMOVE CHAIN LINK FENCE LF 7.3500 49,759.50 1,200.000 8,820.00 1,200.000 8,820 038 REMOVE METAL BEAM GUARD RAILING LF 14.2000 108,914.00 0.000 0 039 REMOVE DOUBLE METAL BEAM BARRIER LF 12.9000 131,580.00 0.000 0 040 REMOVE FLARED END SECTION EA 250.0000 750.00 0.000 0 041 REMOVE PAINTED TRAFFIC STRIPE LF 0.4200 54,180.00 0.000 0 042 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 1,008.00 0.000 0 043 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 13,160.00 0.000 0 044 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 1,869.00 0.000 0 045 REMOVE PAVEMENT MARKER EA 1.0500 21,735.00 0.000 0 046 REMOVE ROADSIDE SIGN EA 131.0000 28,820.00 1.000 131.00 1.000 131 047 REMOVE SIGN STRUCTURE (EA) EA 3,200.0000 28,800.00 0.000 0 048 REMOVE CROSS GUTTER SQYD 5.9000 7,375.00 0.000 0 049 REMOVE PIPE (LF) LF 15.7500 122,850.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 10:40 AM ESTIMATE NO. 02 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 02/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 1,470.0000 88,200.00 0.000 0 051 REMOVE SEWER MANHOLE EA 1,680.0000 25,200.00 0.000 0 052 REMOVE MANHOLE EA 1,680.0000 13,440.00 0.000 0 053 REMOVE RETAINING WALL (LF) LF 14.0000 18,200.00 0.000 0 054 REMOVE SEWER PIPE LF 12.6000 3,528.00 0.000 0 055 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 2.8000 35,560.00 0.000 0 056 RELOCATE ROADSIDE SIGN EA 290.0000 5,220.00 0.000 0 057 ADJUST INLET EA 1,470.0000 10,290.00 0.000 0 058 ADJUST MANHOLE TO GRADE EA 1,050.0000 12,600.00 0.000 0 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 7,200.00 0.000 0 060 REMOVE CONCRETE (CY) CY 65.0000 109,200.00 0.000 0 061 REMOVE CONCRETE SIDEWALK AND DRIVEWAY SQYD 3.6500 54,750.00 0.000 0 062 REMOVE CONCRETE (CURB AND GUTTER) LF 1.8000 106,560.00 0.000 0 063 REMOVE CONCRETE (CHANNEL) SQYD 7.5000 20,700.00 0.000 0 064 REMOVE CONCRETE BARRIER LF 5.0000 5,550.00 0.000 0 065 REMOVE SOUND WALL (LF) LF 8.9000 87,309.00 0.000 0 066 CAP INLET EA 1,260.0000 21,420.00 0.000 0 067 BRIDGE REMOVAL, LOCATION A LS 147,200.0000 147,200.00 0.000 0 068 BRIDGE REMOVAL, LOCATION B LS 149,300.0000 149,300.00 0.000 0 069 BRIDGE REMOVAL, LOCATION C LS 175,600.0000 175,600.00 0.000 0 070 CLEARING AND GRUBBING (LS) LS 396,000.0000 396,000.00 0.300 118,800.00 0.300 118,800 071 ROADWAY EXCAVATION CY 11.4500 1,060,270.00 0.000 0 072 ROADWAY EXCAVATION (TYPE Y-1) CY 12.5000 15,625.00 0.000 0 (AERIALLY DEPOSITED LEAD) 073 ROADWAY EXCAVATION (TYPE Y-2) CY 12.5000 10,750.00 0.000 0 (AERIALLY DEPOSITED LEAD) 074 LEAD COMPLIANCE PLAN LS 7,875.0000 7,875.00 0.000 0 075 ADL BURIAL LOCATION REPORT LS 12,500.0000 12,500.00 0.000 0 076 STRUCTURE EXCAVATION (BRIDGE) CY 22.0000 317,680.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 02/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 10:40 AM ESTIMATE NO. 02 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 02/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (BOX CULVERT) CY 11.7000 69,790.50 0.000 0 (F) 078 STRUCTURE EXCAVATION (RETAINING WALL) CY 9.5500 271,544.70 0.000 0 (F) 079 STRUCTURE EXCAVATION (TYPE Y-1) CY 18.4000 285,181.60 0.000 0 (F) (AERIALLY DEPOSITED LEAD) 080 STRUCTURE EXCAVATION (TYPE Y-2) CY 19.4000 358,764.20 0.000 0 (F) (AERIALLY DEPOSITED LEAD) 081 STRUCTURE BACKFILL (BRIDGE) CY 35.0000 871,500.00 0.000 0 (F) 082 STRUCTURE BACKFILL (BOX CULVERT) CY 53.6000 128,532.80 0.000 0 (F) 083 STRUCTURE BACKFILL (RETAINING WALL) CY 19.4000 2,171,733.00 0.000 0 (F) 084 PERVIOUS BACKFILL MATERIAL (RETAINING CY 71.0000 591,714.00 0.000 0 (F) WALL) 085 SLURRY CEMENT BACKFILL CY 95.0000 136,895.00 0.000 0 (F) 086 IMPORTED BORROW (CY) CY 5.0500 2,338,150.00 0.000 0 087 HIGHWAY PLANTING LS 185,500.0000 185,500.00 0.000 0 088 IMPORTED TOPSOIL (CY) CY 40.0000 31,600.00 0.000 0 089 ROCK BLANKET SQYD 71.4000 365,568.00 0.000 0 090 COMPOST (INCORPORATE) SQYD 5.2500 6,510.00 0.000 0 091 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0900 7,020.00 0.000 0 092 MAINTAIN EXISTING PLANTED AREAS LS 31,500.0000 31,500.00 0.000 0 093 PLANT ESTABLISHMENT WORK LS 78,750.0000 78,750.00 0.000 0 094 MAINTAIN EXISTING IRRIGATION FACILITIES LS 31,500.0000 31,500.00 0.000 0 095 IRRIGATION SYSTEM LS 432,400.0000 432,400.00 0.000 0 096 3" SUPPLY LINE (BRIDGE) LF 76.5000 61,200.00 0.000 0 097 IRRIGATION SLEEVE LF 26.2500 39,637.50 0.000 0 098 4" PLASTIC PIPE (SCHEDULE 40) LF 30.0000 3,300.00 0.000 0 (SUPPLY LINE) 099 6" CORRUGATED HIGH DENSITY POLYETHYLENE LF 78.7500 37,800.00 0.000 0 PIPE 100 8" CORRUGATED HIGH DENSITY LF 105.0000 7,350.00 0.000 0 POLYETHYLENE PIPE CONDUIT 101 CLASS 3 AGGREGATE BASE (CY) CY 22.3000 2,033,760.00 0.000 0 102 LEAN CONCRETE BASE CY 98.7500 6,675,500.00 0.000 0 103 LEAN CONCRETE BASE CY 315.0000 44,100.00 0.000 0 (RAPID STRENGTH CONCRETE) PROGRAM CAS145 PAGE 5 DATE 02/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 10:40 AM ESTIMATE NO. 02 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 02/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HOT MIX ASPHALT TON 72.2000 3,739,960.00 0.000 0 105 DATA CORE LS 5,000.0000 5,000.00 0.000 0 106 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.0000 2,160.00 0.000 0 107 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 4,680.00 0.000 0 108 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 8,220.00 0.000 0 109 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 2,820.00 0.000 0 110 PLACE HOT MIX ASPHALT SQYD 14.1500 19,102.50 0.000 0 (MISCELLANEOUS AREA) 111 JOINTED PLAIN CONCRETE PAVEMENT CY 134.9000 11,223,680.00 0.000 0 112 JOINTED PLAIN CONCRETE PAVEMENT CY 336.0000 87,360.00 0.000 0 (RAPID STRENGTH CONCRETE) 113 SEAL PAVEMENT JOINT LF 2.5700 465,170.00 0.000 0 114 SEAL ISOLATION JOINT LF 9.1000 254,800.00 0.000 0 115 CRACK EXISTING CONCRETE PAVEMENT SQYD 1.0500 72,660.00 0.000 0 116 FURNISH STEEL PILING (HP 14 X 89) LF 45.1500 3,191,608.35 0.000 0 117 DRIVE STEEL PILE (HP 14 X 89) EA 735.0000 816,585.00 0.000 0 118 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 39.0500 3,612,203.10 0.000 0 119 54" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 324.4500 588,876.75 0.000 0 120 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 769.6500 755,026.65 0.000 0 121 FURNISH PILING (CLASS 90) LF 26.2500 6,530,632.50 0.000 0 (ALTERNATIVE X) 122 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 758.0000 5,501,564.00 0.000 0 123 FURNISH PILING (CLASS 140) LF 26.2500 230,422.50 0.000 0 (ALTERNATIVE X) 124 DRIVE PILE (CLASS 140) (ALTERNATIVE X) EA 758.0000 169,034.00 0.000 0 125 16" CAST-IN-DRILLED-HOLE CONCRETE LF 47.4500 247,689.00 0.000 0 PILING (SOUND WALL) 126 24" CAST-IN-DRILLED-HOLE CONCRETE LF 43.0500 1,851.15 0.000 0 PILING (SOUND WALL) 127 PRESTRESSING CAST-IN-PLACE CONCRETE LS 293,000.0000 293,000.00 0.000 0 128 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 788,000.00 0.000 0 (F) 129 STRUCTURAL CONCRETE, BRIDGE CY 450.0000 6,300,000.00 0.000 0 (F) 130 STRUCTURAL CONCRETE, RETAINING WALL CY 248.0000 10,074,256.00 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 02/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 10:40 AM ESTIMATE NO. 02 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 02/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, APPROACH SLAB CY 545.0000 992,990.00 0.000 0 (F) (TYPE N) 132 STRUCTURAL CONCRETE, BOX CULVERT CY 532.0000 712,880.00 0.000 0 133 MINOR CONCRETE (MINOR STRUCTURE) CY 1,260.0000 1,023,120.00 0.000 0 (F) 134 MINOR CONCRETE (BACKFILL) CY 137.0000 84,940.00 0.000 0 135 MINOR CONCRETE (SOUND WALL) CY 1,250.0000 3,750.00 0.000 0 136 PILASTER SOUND WALL CY 1,102.0000 325,090.00 0.000 0 (F) 137 ARCHITECTURAL TEXTURE SQFT 2.9600 871,039.20 0.000 0 (F) (SPLIT SLATE - FRACTURED RIB) 138 ARCHITECTURAL TREATMENT SQFT 80.5500 1,698,799.50 0.000 0 (F) (SUNRAY - SPLIT SLATE) 139 ARCHITECTURAL TEXTURE (SPLIT SLATE) SQFT 10.3000 168,765.50 0.000 0 (F) 140 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,955.0000 143,730.00 0.000 0 BULB-TEE GIRDER (80'-90') 141 FURNISH PRECAST PRESTRESSED CONCRETE EA 26,925.0000 1,561,650.00 0.000 0 BULB-TEE GIRDER (90'-100') 142 FURNISH PRECAST PRESTRESSED CONCRETE EA 34,750.0000 139,000.00 0.000 0 BULB-TEE GIRDER (110'-120') 143 FURNISH PRECAST PRESTRESSED CONCRETE EA 63,500.0000 1,270,000.00 0.000 0 WIDE-FLANGE GIRDER (L=158') 144 ERECT PRECAST PRESTRESSED CONCRETE EA 2,000.0000 176,000.00 0.000 0 GIRDER 145 SOUND WALL (MASONRY BLOCK) SQFT 11.1500 2,862,082.35 0.000 0 (F) 146 JOINT SEAL (MR 1") LF 68.2500 96,915.00 0.000 0 147 JOINT SEAL (MR 2") LF 89.2500 43,911.00 0.000 0 148 BAR REINFORCING STEEL (BRIDGE) LB 0.8800 3,569,720.00 0.000 0 (F) 149 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8600 6,023,179.42 0.000 0 (F) 150 BAR REINFORCING STEEL (BOX CULVERT) LB 0.8800 182,522.56 0.000 0 (F) 151 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.7000 55,460.00 0.000 0 WITH WALKWAY) 152 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.8500 21,830.00 0.000 0 WITH WALKWAY) 153 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.4000 77,830.20 0.000 0 (F) 154 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.3800 19,889.94 0.000 0 (F) 155 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0800 893,254.80 0.000 0 (F) 156 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2600 56,923.10 0.000 0 (F) 157 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 14.4500 23,409.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 02/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 10:40 AM ESTIMATE NO. 02 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 02/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.0500 20,284.00 0.000 0 159 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 21.6500 4,113.50 0.000 0 160 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.2000 9,486.00 0.000 0 (0.063"-UNFRAMED) 161 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.1000 2,886.00 0.000 0 (0.080"-UNFRAMED) 162 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7500 2,475.00 0.000 0 (0.063"-FRAMED) 163 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.7500 2,360.00 0.000 0 (0.080"-FRAMED) 164 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 440.0000 22,880.00 0.000 0 (SIGN FOUNDATION) 165 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 505.0000 70,700.00 0.000 0 (SIGN FOUNDATION) 166 METAL (BARRIER/WALL MOUNTED SIGN) LB 16.0000 29,120.00 0.000 0 167 ROADSIDE SIGN - ONE POST (METAL) EA 465.0000 60,450.00 0.000 0 168 ROADSIDE SIGN - ONE POST EA 425.0000 14,875.00 0.000 0 169 ROADSIDE SIGN - TWO POST EA 950.0000 10,450.00 0.000 0 170 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 1,350.00 0.000 0 METHOD) 171 INSTALL SIGN PANEL ON SOUND WALL EA 150.0000 600.00 0.000 0 172 INSTALL BRIDGE MOUNTED VERTICAL EA 750.0000 4,500.00 0.000 0 CLEARANCE SIGN 173 PAINT CURB (2-COAT) SQFT 8.0000 880.00 0.000 0 174 10" PLASTIC PIPE LF 26.2500 4,200.00 0.000 0 175 12" REINFORCED CONCRETE PIPE LF 58.0000 129,340.00 0.000 0 176 15" REINFORCED CONCRETE PIPE LF 67.0000 69,010.00 0.000 0 177 18" REINFORCED CONCRETE PIPE LF 48.5000 297,790.00 0.000 0 178 24" REINFORCED CONCRETE PIPE LF 56.5000 444,090.00 0.000 0 179 30" REINFORCED CONCRETE PIPE LF 79.0000 285,190.00 0.000 0 180 78" REINFORCED CONCRETE PIPE LF 361.0000 480,130.00 0.000 0 181 JACKED 24" REINFORCED CONCRETE PIPE LF 520.0000 910,000.00 0.000 0 (CLASS II) 182 18" CORRUGATED STEEL PIPE (.109" THICK) LF 45.0000 38,250.00 0.000 0 183 18" SLOTTED CORRUGATED STEEL PIPE LF 62.0000 66,960.00 0.000 0 (.168" THICK) 184 24" SLOTTED CORRUGATED STEEL PIPE LF 74.5000 31,290.00 0.000 0 (.079" THICK) PROGRAM CAS145 PAGE 8 DATE 02/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 10:40 AM ESTIMATE NO. 02 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 02/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 18" CORRUGATED STEEL PIPE RISER LF 116.0000 6,380.00 0.000 0 (.168" THICK) 186 30" CORRUGATED STEEL PIPE RISER LF 330.0000 6,270.00 0.000 0 (.079" THICK) 187 12" WELDED STEEL PIPE (.250" THICK) LF 87.0000 13,050.00 0.000 0 188 18" STEEL FLARED END SECTION EA 210.0000 1,890.00 0.000 0 189 12" AUTOMATIC DRAINAGE GATE EA 1,575.0000 1,575.00 0.000 0 190 36" PRECAST CONCRETE PIPE MANHOLE LF 1,260.0000 122,220.00 0.000 0 191 8" CLAY SEWER PIPE LF 75.5000 207,625.00 0.000 0 192 6" SEWER PIPE (LATERAL) LF 195.5000 76,245.00 0.000 0 193 SEWER MANHOLE FRAME AND COVER EA 840.0000 15,960.00 0.000 0 194 CONCRETE SEWER MANHOLE EA 5,040.0000 95,760.00 0.000 0 195 ROCK SLOPE PROTECTION CY 150.0000 3,000.00 0.000 0 (FACING, METHOD B) (CY) 196 SLOPE PAVING (SUNRAY - SPLIT SLATE) SQFT 29.1000 360,840.00 0.000 0 (F) 197 GABION CY 200.0000 5,000.00 0.000 0 198 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 840.00 0.000 0 199 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 370.0000 1,376,400.00 0.000 0 AND DRIVEWAY) 200 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.0500 181,185.00 0.000 0 201 MINOR CONCRETE (CURB RAMP) CY 532.0000 106,400.00 0.000 0 202 MISCELLANEOUS IRON AND STEEL LB 1.4500 173,799.90 0.000 0 (F) 203 MISCELLANEOUS METAL (BRIDGE) LB 5.5000 102,080.00 0.000 0 (F) 204 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 133,020.00 0.000 0 (F) 205 CHAIN LINK FENCE (TYPE CL-6) LF 37.8000 38,178.00 0.000 0 206 INSTALL MEDIAN MILEAGE PANEL EA 150.0000 3,000.00 0.000 0 207 METAL BEAM GUARD RAILING LF 25.2000 10,584.00 0.000 0 208 VEGETATION CONTROL (MINOR CONCRETE) SQYD 33.0000 5,610.00 0.000 0 209 CABLE RAILING LF 26.7000 1,254.90 0.000 0 (F) 210 TRANSITION RAILING (TYPE WB) EA 3,875.0000 7,750.00 0.000 0 211 RAIL TENSIONING ASSEMBLY EA 331.0000 331.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 02/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 10:40 AM ESTIMATE NO. 02 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 02/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 END CAP (TYPE TC) EA 150.0000 300.00 0.000 0 213 END ANCHOR ASSEMBLY (TYPE SFT) EA 447.0000 894.00 0.000 0 214 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,705.0000 3,705.00 0.000 0 215 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,015.0000 3,015.00 0.000 0 216 CRASH CUSHION (REACT 9CBB) EA 56,980.0000 56,980.00 0.000 0 217 CONCRETE BARRIER (TYPE 60C) LF 144.0000 46,080.00 0.000 0 218 CONCRETE BARRIER (TYPE 60D) LF 55.0000 33,550.00 0.000 0 219 CONCRETE BARRIER (TYPE 60G) LF 52.0000 239,200.00 0.000 0 220 CONCRETE BARRIER (TYPE 60GE) LF 275.0000 74,250.00 0.000 0 221 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 103.0000 87,550.00 0.000 0 (F) 222 CONCRETE BARRIER (TYPE 60GW MODIFIED) LF 108.0000 475,200.00 0.000 0 223 CONCRETE BARRIER (TYPE 736A) LF 70.7000 20,432.30 0.000 0 (F) 224 CONCRETE BARRIER (TYPE 736B) LF 70.6500 41,683.50 0.000 0 225 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 102.9500 172,956.00 0.000 0 226 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 101.3000 17,221.00 0.000 0 227 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 96.2500 141,487.50 0.000 0 228 CONCRETE BARRIER (TYPE 736 MODIFIED 1) LF 96.1000 59,870.30 0.000 0 (F) 229 CONCRETE BARRIER (TYPE 736 MODIFIED 2) LF 78.1000 80,443.00 0.000 0 (F) 230 CONCRETE BARRIER (TYPE 736A MODIFIED 1) LF 115.7000 31,239.00 0.000 0 (F) 231 CONCRETE BARRIER (TYPE 736A MODIFIED 2) LF 68.5000 1,168,473.00 0.000 0 (F) 232 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 33,496.00 0.000 0 233 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5800 11,455.00 0.000 0 234 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 157.50 0.000 0 (BROKEN 12-3) 235 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6800 56,304.00 0.000 0 236 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 233.60 0.000 0 (BROKEN 6-1) 237 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 22,496.00 0.000 0 (BROKEN 36-12) 238 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 5,587.00 0.000 0 (BROKEN 17-7) PROGRAM CAS145 PAGE 10 DATE 02/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 10:40 AM ESTIMATE NO. 02 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 02/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3700 102,120.00 0.000 0 240 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1500 4,945.50 0.000 0 241 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5800 23,542.00 0.000 0 242 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6800 29,660.80 0.000 0 243 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,250.0000 5,250.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 244 SIGNAL AND LIGHTING (TEMPORARY) LS 52,500.0000 52,500.00 0.000 0 245 SIGNAL AND LIGHTING (LOCATION 2) LS 257,250.0000 257,250.00 0.000 0 246 SIGNAL AND LIGHTING (LOCATION 3) LS 204,750.0000 204,750.00 0.000 0 247 LIGHTING (TEMPORARY) LS 147,000.0000 147,000.00 0.000 0 248 LIGHTING (CITY STREET) LS 393,750.0000 393,750.00 0.000 0 249 LIGHTING AND SIGN ILLUMINATION LS 433,650.0000 433,650.00 0.000 0 250 INTERCONNECTION CONDUIT AND CABLE (LS) LS 21,000.0000 21,000.00 0.000 0 251 TEMPORARY COMMUNICATION SYSTEM LS 12,600.0000 12,600.00 0.000 0 252 MODIFY COMMUNICATION SYSTEM LS 630,000.0000 630,000.00 0.000 0 253 WORK AT NORWALK HUB BUILDING AND LS 10,500.0000 10,500.00 0.000 0 LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER 254 COMMUNICATION CONDUIT (BRIDGE) (LF) LF 47.2500 76,545.00 0.000 0 (F) 255 SPRINKLER CONTROL CONDUIT (BRIDGE) (LS) LS 15,750.0000 15,750.00 0.000 0 256 ELECTRIC SERVICE (IRRIGATION) LS 39,375.0000 39,375.00 0.000 0 257 TRAFFIC MONITORING STATION LS 239,400.0000 239,400.00 0.000 0 258 RAMP METERING SYSTEM LS 152,250.0000 152,250.00 0.000 0 259 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 198,975.0000 198,975.00 0.000 0 260 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 241,500.0000 241,500.00 0.000 0 261 MODIFY SIGNAL LS 15,855.0000 15,855.00 0.000 0 262 MODIFY LIGHTING AND SIGN ILLUMINATION LS 21,000.0000 21,000.00 0.000 0 263 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 33,600.0000 33,600.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 02/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 10:40 AM ESTIMATE NO. 02 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 02/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 301,459.75 301,459.75 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 301,459.75 301,459.75 264 MOBILIZATION LS 2,910,000.0000 2,910,000.00 0.500 1,455,000.00 0.500 1,455,000 ORIGINAL CONTRACT AMOUNT 120,778,977.17 TOTAL WORK COMPLETED 1,756,459.75 1,756,459.75 MATERIALS ON HAND ON SITE 5,725,934.76 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,756,459.75 7,482,394.51 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 09/18/12 1290 00/00/00 00/00/00 04/18/18 2 63 0 0 1% 0% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/13/12. SAKER, GEORGE RESIDENT ENGINEER PROGRAM CAS145 DATE 02/25/13