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 07/23/13 EST. NO.08 TIME 01:53 PM R.E. NAME: OBEID, AMJAD 07-215934 --------------------------------------------------------------------------- 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 0034 725.99 E.W. @ F.A.(+) 022013 N 0006.0 0035 2,964.70 040213 N 0027.0 0045 236.39 020113 N 0057.1 0047 67.54 020713 N 0058.1 0053 405.90 060513 N 0062.0 0054 405.90 060613 N 0063.0 0055 367.81 061413 N 0065.0 0056 223.81 062113 N 0067.0 0057 625.75 062513 N 0070.0 0059 243.23 071113 N 0072.0 002 0004 200.00 E.W. @ U.P (+) 062013 N 0066.0 6,467.02 TOTAL THIS ESTIMATE 29,255.56 TOTAL PREVIOUS ESTIMATE 35,722.58 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 07/23/13 EST. NO.08 TIME 01:53 PM R.E. NAME: OBEID, AMJAD 07-215934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNUAL SOLID WASTE -10,000.00 02 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING CPR'S MAY -5,000.00 06 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 01:53 PM ESTIMATE NO. 08 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/23/13 LOCATION PROGRESS ESTIMATE 07-LA-5-2.7/4.0 ----------------- FLATIRON WEST INC IN LOS ANGELES COUNTY IN SANTA FE 1770 LA COSTA MEADOWS DRIVE SPRINGS AND NORWALK FROM 0.1 MILE SAN MARCOS CA 92078 NORTH OF CARMENITA ROAD OVERCROSSING TO 0.1 MILE NORTH OF SILVERBOW AVENUE PEDESTRIAN OVER FED. AID NO. N O N E WIDEN AND REALIGN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.250 2,500 002 TEMPORARY FENCE (TYPE CL-6) LF 8.0000 34,400.00 300.000 2,400.00 3,597.000 28,776 003 30' TEMPORARY CHAIN LINK GATE EA 3,000.0000 3,000.00 0.000 0 (TYPE CL-6) 004 12' TEMPORARY CHAIN LINK GATE EA 1,000.0000 2,000.00 0.000 0 (TYPE CL-6) 005 38' TEMPORARY ROLLING CHAIN LINK GATE EA 10,000.0000 10,000.00 0.000 0 006 TEMPORARY PEDESTRIAN ACCESS STRUCTURE LS 200,000.0000 200,000.00 0.000 0 007 CONSTRUCTION SITE MANAGEMENT LS 350,000.0000 350,000.00 0.025 8,750.00 0.170 59,500 008 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.125 625 PREVENTION PLAN 009 TEMPORARY MULCH SQYD 0.7500 7,500.00 0.000 0 010 TEMPORARY EROSION CONTROL BLANKET SQYD 0.0700 3,122.00 0.000 0 011 TEMPORARY FIBER ROLL LF 4.0000 54,800.00 15,775.000 63,100 012 TEMPORARY GRAVEL BAG BERM LF 4.0000 113,200.00 643.000 2,572.00 10,330.000 41,320 013 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 25,000.00 0.000 0 014 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 140,000.00 2.000 10,000.00 10.000 50,000 015 TEMPORARY COVER SQYD 2.5000 15,000.00 444.000 1,110.00 2,665.900 6,664 016 MOVE-IN/MOVE-OUT EA 500.0000 4,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 017 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 60,000.00 2.000 600.00 6.000 1,800 018 STREET SWEEPING LS 400,000.0000 400,000.00 0.025 10,000.00 0.150 60,000 019 TEMPORARY SOIL BINDER SQYD 0.5000 22,300.00 0.000 0 020 RAIN EVENT ACTION PLAN EA 500.0000 41,000.00 3.000 1,500 021 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000.00 1.000 2,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 10,400.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 01:53 PM ESTIMATE NO. 08 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TIME-RELATED OVERHEAD (WDAY) WDAY 3,300.0000 3,036,000.00 19.000 62,700.00 159.000 524,700 024 CONSTRUCTION AREA SIGNS LS 115,000.0000 115,000.00 0.022 2,530.00 0.172 19,780 025 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.025 12,500.00 0.150 75,000 026 TYPE II BARRICADE EA 75.0000 3,900.00 15.000 1,125 027 TRAFFIC CONE EA 20.0000 2,200.00 0.000 0 028 TYPE III BARRICADE EA 150.0000 3,450.00 17.000 2,550 029 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 17,500.00 82.000 2,870 030 TEMPORARY RAILING (TYPE K) LF 10.0000 503,500.00 8,800.000 88,000 031 TEMPORARY CRASH CUSHION MODULE EA 225.0000 90,000.00 116.000 26,100 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4100 10,250.00 15,692.000 6,433 STRIPE (HAZARDOUS WASTE) 033 ABANDON CULVERT LF 10.0000 8,200.00 0.000 0 034 ABANDON MANHOLE EA 1,400.0000 1,400.00 0.000 0 035 ABANDON SEWER LF 4.0000 7,160.00 162.000 648.00 162.000 648 036 ABANDON SANITARY SEWER MANHOLE EA 1,300.0000 9,100.00 1.000 1,300.00 1.000 1,300 037 OBLITERATE SURFACING SQYD 1.0000 17,300.00 13,463.900 13,463 038 REMOVE CHAIN LINK FENCE LF 3.0000 18,720.00 2,908.000 8,724 039 REMOVE METAL BEAM GUARD RAILING LF 8.0000 56,160.00 2,911.000 23,288 040 REMOVE DOUBLE METAL BEAM BARRIER LF 13.0000 38,870.00 0.000 0 041 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 38,700.00 11,716.000 3,514 042 REMOVE PAVEMENT MARKING SQFT 1.5000 9,885.00 15.000 22 043 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 16,590.00 1,284.000 385 044 REMOVE PAVEMENT MARKER EA 0.5100 9,078.00 1,312.000 669 045 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 200.0000 1,000.00 0.000 0 046 REMOVE ROADSIDE SIGN (WOOD POST) EA 112.0000 9,856.00 14.000 1,568 047 REMOVE ROADSIDE SIGN (METAL POST) EA 150.0000 8,100.00 0.000 0 048 REMOVE ROADSIDE SIGN EA 100.0000 5,400.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 049 REMOVE SIGN STRUCTURE EA 3,000.0000 18,000.00 1.000 3,000 PROGRAM CAS145 PAGE 3 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 01:53 PM ESTIMATE NO. 08 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SIGN PANEL EA 625.0000 4,375.00 0.000 0 051 REMOVE BRIDGE MOUNTED SIGN EA 1,245.0000 3,735.00 2.000 2,490 052 REMOVE PIPE LF 14.0000 33,460.00 53.200 744.80 263.200 3,684 053 REMOVE INLET EA 240.0000 6,000.00 1.000 240.00 1.000 240 054 REMOVE SEWER MANHOLE EA 900.0000 2,700.00 3.000 2,700.00 3.000 2,700 055 REMOVE REINFORCED CONCRETE BOX CULVERT CY 20.0000 18,400.00 0.000 0 056 REMOVE MANHOLE EA 815.0000 815.00 0.000 0 057 REMOVE RETAINING WALL LF 5.0000 7,600.00 0.000 0 058 REMOVE SEWER PIPE LF 14.0000 3,080.00 195.000 2,730.00 195.000 2,730 059 REMOVE CONCRETE PAVEMENT SQYD 4.1500 121,180.00 0.000 0 060 REMOVE BASE AND SURFACING CY 15.0000 47,700.00 126.000 1,890 061 RELOCATE ROADSIDE SIGN (METAL POST) EA 130.0000 3,250.00 0.000 0 062 ADJUST SEWER MANHOLE EA 975.0000 2,925.00 0.000 0 063 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 38,700.00 0.000 0 064 REMOVE CONCRETE CY 120.0000 58,800.00 37.200 4,464.00 377.200 45,264 065 REMOVE CONCRETE SIDEWALK AND DRIVEWAY SQFT 0.7500 59,625.00 1,381.000 1,035.75 13,739.000 10,304 066 REMOVE CONCRETE (CURB AND GUTTER) LF 3.3000 120,120.00 3,671.000 12,114.30 12,682.000 41,850 067 REMOVE PORTABLE CONCRETE BARRIER LF 7.0000 12,670.00 0.000 0 (TYPE 60K) 068 REMOVE MASONRY BLOCK WALL LF 14.0000 9,520.00 75.000 1,050 069 REMOVE SOUND WALL (LF) LF 4.0000 9,640.00 80.000 320.00 322.000 1,288 070 CAP INLET EA 1,135.0000 2,270.00 0.000 0 071 CAP SEWER MANHOLE EA 1,730.0000 1,730.00 0.000 0 072 BRIDGE REMOVAL, LOCATION A LS 170,000.0000 170,000.00 1.000 170,000 073 BRIDGE REMOVAL, LOCATION B LS 155,000.0000 155,000.00 0.000 0 074 BRIDGE REMOVAL, LOCATION C LS 122,000.0000 122,000.00 0.000 0 075 BRIDGE REMOVAL, LOCATION D LS 54,000.0000 54,000.00 0.000 0 076 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 01:53 PM ESTIMATE NO. 08 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 0.000 0 078 BRIDGE REMOVAL (PORTION), LOCATION C LS 15,000.0000 15,000.00 1.000 15,000.00 1.000 15,000 079 CLEARING AND GRUBBING LS 250,000.0000 250,000.00 0.850 212,500 080 ROADWAY EXCAVATION CY 12.0000 1,692,000.00 13,723.000 164,676.00 51,567.000 618,804 081 ROADWAY EXCAVATION (CONTAMINATED SOIL) CY 200.0000 74,000.00 0.000 0 082 ROADWAY EXCAVATION (TYPE Y-2) CY 8.0000 76,800.00 5,752.000 46,016 (AERIALLY DEPOSITED LEAD) 083 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000 084 ADL BURIAL LOCATION REPORT LS 9,000.0000 9,000.00 0.000 0 085 HAZARDOUS MATERIALS MITIGATION PLANS LS 25,000.0000 25,000.00 0.000 0 086 STRUCTURE EXCAVATION CY 20.0000 6,440.00 0.000 0 (F) 087 STRUCTURE EXCAVATION (BRIDGE) CY 35.0000 984,025.00 10,730.000 375,550.00 11,529.000 403,515 (F) 088 STRUCTURE EXCAVATION (AUSTIN VAULT) CY 10.0000 36,750.00 0.000 0 (F) 089 STRUCTURE EXCAVATION (RETAINING WALL) CY 14.0000 254,996.00 541.000 7,574.00 541.000 7,574 (F) 090 STRUCTURE EXCAVATION (TYPE Y-2) CY 20.0000 168,480.00 105.000 2,100.00 3,260.000 65,200 (F) (AERIALLY DEPOSITED LEAD) 091 SAND BED (AUSTIN VAULT) CY 60.0000 15,600.00 0.000 0 092 STRUCTURE BACKFILL CY 25.0000 4,775.00 0.000 0 (F) 093 STRUCTURE BACKFILL (AUSTIN VAULT) CY 45.0000 21,690.00 0.000 0 (F) 094 STRUCTURE BACKFILL (BRIDGE) CY 30.0000 543,900.00 0.000 0 (F) 095 STRUCTURE BACKFILL (RETAINING WALL) CY 20.0000 596,700.00 0.000 0 (F) 096 PERVIOUS BACKFILL MATERIAL (RETAINING CY 70.0000 170,310.00 0.000 0 (F) WALL) 097 SAND BACKFILL CY 90.0000 18,900.00 0.000 0 098 LEAN CONCRETE BACKFILL CY 450.0000 29,250.00 0.000 0 (F) 099 DITCH EXCAVATION CY 55.0000 1,430.00 0.000 0 100 IMPORTED BORROW CY 0.5500 70,400.00 26,110.000 14,360 101 HIGHWAY PLANTING LS 300,000.0000 300,000.00 0.000 0 102 ROCK BLANKET SQYD 73.0000 452,600.00 0.000 0 103 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 01:53 PM ESTIMATE NO. 08 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 IRRIGATION SYSTEM LS 270,000.0000 270,000.00 0.000 0 105 3" SUPPLY LINE (BRIDGE) LF 71.0000 66,030.00 0.000 0 (F) 106 IRRIGATION SLEEVE LF 52.0000 26,520.00 0.000 0 107 8" WELDED STEEL PIPE CONDUIT LF 99.0000 59,400.00 0.000 0 (.250" THICK) 108 CLASS 4 AGGREGATE SUBBASE CY 16.0000 104,640.00 127.000 2,032 109 CLASS 2 AGGREGATE BASE (CY) CY 23.0000 136,620.00 115.000 2,645 110 CLASS 3 AGGREGATE BASE (CY) CY 21.0000 1,014,300.00 0.000 0 111 LEAN CONCRETE BASE CY 68.0000 2,101,200.00 0.000 0 112 LEAN CONCRETE BASE CY 235.0000 32,900.00 0.000 0 (RAPID SETTING CONCRETE) 113 HOT MIX ASPHALT TON 67.0000 2,190,900.00 181.000 12,127 114 DATA CORE LS 1,250.0000 1,250.00 0.000 0 115 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 13.0000 1,430.00 0.000 0 116 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 12,660.00 0.000 0 117 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 2,480.00 0.000 0 118 PLACE HOT MIX ASPHALT SQYD 11.0000 15,730.00 0.000 0 (MISCELLANEOUS AREA) 119 TACK COAT TON 500.0000 3,000.00 0.000 0 120 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 121 JOINTED PLAIN CONCRETE PAVEMENT CY 134.0000 5,963,000.00 0.000 0 122 JOINTED PLAIN CONCRETE CY 350.0000 105,000.00 0.000 0 (RAPID STRENGTH CONCRETE) 123 INDIVIDUAL SLAB REPLACEMENT CY 900.0000 117,000.00 0.000 0 (RAPID STRENGTH CONCRETE) 124 SEAL PAVEMENT JOINT LF 3.5000 217,700.00 0.000 0 125 SEAL ISOLATION JOINT LF 10.0000 10,000.00 0.000 0 126 CRACK EXISTING CONCRETE PAVEMENT SQYD 2.0000 39,200.00 0.000 0 127 FURNISH 24" STEEL PIPE PILING LF 76.0000 3,529,592.00 14,564.000 1,106,864.00 19,697.000 1,496,972 128 DRIVE 24" STEEL PIPE PILE EA 920.0000 896,080.00 84.000 77,280 129 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 43.0000 908,805.00 0.000 0 130 FURNISH PILING (CLASS 90) LF 23.5000 1,647,585.00 9,260.250 217,615.88 13,473.000 316,615 PROGRAM CAS145 PAGE 6 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 01:53 PM ESTIMATE NO. 08 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DRIVE PILE (CLASS 90) EA 460.0000 869,860.00 107.000 49,220.00 230.000 105,800 132 16" CAST-IN-DRILLED-HOLE CONCRETE LF 42.0000 521,346.00 2,048.000 86,016.00 2,048.000 86,016 PILING (SOUND WALL) 133 24" CAST-IN-DRILLED-HOLE CONCRETE LF 59.0000 7,670.00 0.000 0 PILING (SOUND WALL) 134 PRESTRESSING CAST-IN-PLACE CONCRETE LS 650,000.0000 650,000.00 0.000 0 135 TEMPORARY PRESTRESSING CAST-IN-PLACE LS 17,000.0000 17,000.00 0.000 0 CONCRETE 136 STRUCTURAL CONCRETE CY 230.0000 30,130.00 0.000 0 137 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 1,257,500.00 325.000 81,250 (F) 138 STRUCTURAL CONCRETE, BRIDGE CY 400.0000 7,364,000.00 75.000 30,000.00 75.000 30,000 (F) 139 STRUCTURAL CONCRETE, RETAINING WALL CY 275.0000 3,420,175.00 0.000 0 (F) 140 STRUCTURAL CONCRETE, APPROACH SLAB CY 650.0000 16,250.00 0.000 0 (F) (TYPE EQ) 141 STRUCTURAL CONCRETE, APPROACH SLAB CY 420.0000 525,000.00 0.000 0 (F) (TYPE N) 142 STRUCTURAL CONCRETE, BOX CULVERT CY 575.0000 1,227,625.00 182.050 104,678.75 182.050 104,678 (F) 143 STRUCTURE CONCRETE (AUSTIN VAULT) CY 330.0000 213,180.00 0.000 0 (F) 144 MINOR CONCRETE (MINOR STRUCTURE) CY 1,300.0000 590,200.00 0.000 0 (F) 145 MINOR CONCRETE (BACKFILL) CY 140.0000 21,840.00 0.000 0 (F) 146 PILASTER, SOUND WALL CY 1,330.0000 158,270.00 0.000 0 (F) 147 ARCHITECTURAL TREATMENT (AUSTIN VAULT) SQFT 13.0000 14,950.00 0.000 0 (F) 148 ARCHITECTURAL TREATMENT SQFT 14.0000 323,820.00 0.000 0 (F) (SUNRAY - SPLIT SLATE) 149 ARCHITECTURAL TREATMENT (BRIDGE) SQFT 40.0000 42,800.00 0.000 0 (F) 150 ARCHITECTURAL TREATMENT (SLOPE PAVING) SQFT 40.0000 79,000.00 0.000 0 (F) 151 ARCHITECTURAL TREATMENT (SPLIT SLATE) SQFT 30.0000 87,000.00 0.000 0 (F) 152 ARCHITECTURAL TREATMENT SQFT 3.0000 282,075.00 0.000 0 (F) (SPLIT SLATE - FRACTURED RIB) 153 DRILL AND BOND DOWEL LF 60.0000 900.00 0.000 0 154 REPAIR SOFFIT SURFACE AREA SQFT 75.0000 3,525.00 0.000 0 155 SOUND WALL (MASONRY BLOCK) SQFT 14.0000 1,276,030.00 0.000 0 (F) 156 PTFE BEARING EA 2,500.0000 20,000.00 0.000 0 157 PTFE SPHERICAL BEARING EA 7,000.0000 42,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 01:53 PM ESTIMATE NO. 08 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 JOINT SEAL (MR 1/2") LF 25.0000 5,475.00 0.000 0 159 JOINT SEAL (MR 1") LF 30.0000 750.00 0.000 0 160 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 350.0000 39,900.00 0.000 0 161 JOINT SEAL ASSEMBLY (MR 3") LF 365.0000 28,470.00 0.000 0 162 JOINT SEAL (MR 2") LF 75.0000 97,500.00 0.000 0 163 BAR REINFORCING STEEL LB 0.8500 36,028.95 0.000 0 (F) 164 BAR REINFORCING STEEL (BRIDGE) LB 0.7300 3,826,952.00 84,746.000 61,864.58 84,746.000 61,864 (F) 165 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8100 1,659,455.10 0.000 0 (F) 166 BAR REINFORCING STEEL (AUSTIN VAULT) LB 0.8000 127,559.20 0.000 0 (F) 167 BAR REINFORCING STEEL (BOX CULVERT) LB 0.8000 363,325.60 81,425.000 65,140.00 81,425.000 65,140 (F) 168 HEADED BAR REINFORCEMENT EA 15.0000 18,555.00 0.000 0 (F) 169 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 25,432.00 0.000 0 (F) WITH WALKWAY) 170 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.5000 9,537.00 0.000 0 (F) WITH WALKWAY) 171 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.7000 96,702.50 0.000 0 (F) 172 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 10,287.50 0.000 0 (F) 173 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8000 741,532.00 0.000 0 (F) 174 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 29,271.00 0.000 0 (F) 175 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 10.0000 23,600.00 0.000 0 176 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 10.0000 1,200.00 0.000 0 177 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 9,200.00 0.000 0 (0.063"-UNFRAMED) 178 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 2,640.00 0.000 0 (0.080"-UNFRAMED) 179 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,850.00 0.000 0 (0.063"-FRAMED) 180 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,950.00 0.000 0 (0.080"-FRAMED) 181 INSTALL SIGN PANEL ON SOUND WALL EA 500.0000 6,000.00 0.000 0 182 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 535.0000 37,450.00 0.000 0 (SIGN FOUNDATION) 183 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 770.0000 207,900.00 0.000 0 (SIGN FOUNDATION) 184 METAL (ROADSIDE SIGN) EA 350.0000 25,550.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 01:53 PM ESTIMATE NO. 08 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 METAL (BARRIER MOUNTED SIGN) LB 16.0000 17,120.00 0.000 0 186 ROADSIDE SIGN - ONE POST EA 430.0000 18,060.00 0.000 0 187 ROADSIDE SIGN - TWO POST EA 1,020.0000 2,040.00 0.000 0 188 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 130.0000 6,500.00 0.000 0 METHOD) 189 INSTALL SIGN OVERLAY SQFT 25.0000 725.00 0.000 0 190 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 25.0000 9,750.00 0.000 0 191 INSTALL ROADSIDE SIGN PANEL ON EA 110.0000 220.00 0.000 0 EXISTING POST 192 INSTALL ROADSIDE SIGN EA 2,600.0000 2,600.00 0.000 0 (LAMINATED WOOD BOX POST) 193 24" PLASTIC PIPE LF 110.0000 8,360.00 0.000 0 194 15" REINFORCED CONCRETE PIPE LF 55.0000 15,400.00 0.000 0 195 18" REINFORCED CONCRETE PIPE LF 45.0000 87,300.00 0.000 0 196 24" REINFORCED CONCRETE PIPE LF 46.0000 588,800.00 170.500 7,843.00 170.500 7,843 197 30" REINFORCED CONCRETE PIPE LF 70.0000 62,300.00 0.000 0 198 18" SLOTTED CORRUGATED STEEL PIPE LF 110.0000 29,700.00 0.000 0 (.079" THICK) 199 6" NON-PERFORATED PLASTIC PIPE LF 43.0000 4,300.00 0.000 0 UNDERDRAIN 200 6" PLASTIC PIPE UNDERDRAIN LF 17.0000 10,880.00 0.000 0 (AUSTIN VAULT) 201 FILTER FABRIC (AUSTIN VAULT) SQYD 4.0000 2,280.00 0.000 0 202 PERMEABLE MATERIAL (AUSTIN VAULT) CY 60.0000 13,200.00 0.000 0 203 12" WELDED STEEL PIPE CASING (BRIDGE) LF 180.0000 19,080.00 0.000 0 204 JACKED 24" WELDED STEEL PIPE LF 485.0000 116,400.00 0.000 0 (.250" THICK) 205 36" PRECAST CONCRETE PIPE MANHOLE LF 735.0000 36,750.00 0.000 0 206 10" VITRIFIED CLAY SEWER PIPE LF 80.0000 93,600.00 0.000 0 207 15" VITRIFIED CLAY SEWER PIPE LF 82.0000 24,600.00 0.000 0 208 6" SEWER PIPE (LATERAL) LF 265.0000 7,155.00 27.000 7,155.00 27.000 7,155 209 SEWER MANHOLE FRAME AND COVER EA 270.0000 2,970.00 0.000 0 210 SANITARY SEWER MANHOLE EA 8,000.0000 88,000.00 3.000 24,000.00 3.000 24,000 211 SLOPE PAVING (CONCRETE) CY 650.0000 59,150.00 0.000 0 (F) PROGRAM CAS145 PAGE 9 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 01:53 PM ESTIMATE NO. 08 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 GABION (AUSTIN VAULT) CY 315.0000 12,600.00 0.000 0 213 MINOR CONCRETE (DITCH LINING) CY 480.0000 91,200.00 0.000 0 214 MINOR CONCRETE (CHANNEL LINING) CY 1,010.0000 65,650.00 0.000 0 215 MINOR CONCRETE (GUTTER DEPRESSION) CY 600.0000 3,600.00 0.000 0 216 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 325.0000 598,000.00 0.000 0 AND DRIVEWAY) 217 MINOR CONCRETE (RETAINING CURB) CY 700.0000 16,800.00 0.000 0 218 MINOR CONCRETE (TEXTURED PAVING) SQFT 10.0000 211,000.00 0.000 0 219 MINOR CONCRETE (CURB RAMP) CY 1,000.0000 47,000.00 0.000 0 220 MISCELLANEOUS IRON AND STEEL LB 2.0000 178,872.00 0.000 0 (F) 221 MISCELLANEOUS METAL (AUSTIN VAULT) LB 14.0000 3,220.00 0.000 0 222 ISOLATION CASING LB 7.0000 102,900.00 0.000 0 (F) 223 MISCELLANEOUS METAL (BRIDGE) LB 7.0000 68,614.00 0.000 0 (F) 224 BRIDGE DECK DRAINAGE SYSTEM LB 7.5000 83,025.00 0.000 0 (F) 225 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 26,040.00 0.000 0 226 4' CHAIN LINK GATE (TYPE CL-6) EA 700.0000 2,100.00 0.000 0 227 12' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 7,500.00 0.000 0 228 METAL BEAM GUARD RAILING LF 27.0000 4,320.00 0.000 0 229 METAL HANDRAILING LF 71.0000 36,920.00 0.000 0 230 CHAIN LINK RAILING (TYPE 6 MODIFIED) LF 28.0000 71,960.00 0.000 0 231 CHAIN LINK RAILING (TYPE 3 MODIFIED) LF 138.0000 139,380.00 0.000 0 (F) 232 CHAIN LINK RAILING (TYPE 3L MODIFIED 1) LF 146.0000 64,240.00 0.000 0 (F) 233 CHAIN LINK RAILING (TYPE 3L MODIFIED 2) LF 113.0000 222,610.00 0.000 0 (F) 234 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 120.0000 121,200.00 0.000 0 (F) 235 CABLE RAILING LF 22.0000 12,760.00 0.000 0 (F) 236 TRANSITION RAILING (TYPE WB) EA 3,100.0000 6,200.00 0.000 0 237 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,900.0000 5,800.00 0.000 0 238 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 4,400.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 01:53 PM ESTIMATE NO. 08 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CRASH CUSHION (ADIEM) EA 23,500.0000 23,500.00 0.000 0 240 CRASH CUSHION (REACT 9CBB) EA 48,500.0000 48,500.00 0.000 0 241 CONCRETE BARRIER (TYPE 60G) LF 52.0000 338,000.00 0.000 0 242 CONCRETE BARRIER (TYPE 60GE) LF 410.0000 155,800.00 0.000 0 243 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 290.0000 104,400.00 0.000 0 244 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 116.0000 319,000.00 0.000 0 245 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 135.0000 87,210.00 0.000 0 (F) 246 CONCRETE BARRIER (TYPE 736 MODIFIED 1) LF 90.0000 108,000.00 0.000 0 (F) 247 CONCRETE BARRIER (TYPE 736 MODIFIED 2) LF 90.0000 41,490.00 0.000 0 (F) 248 CONCRETE BARRIER (TYPE 736A MODIFIED 2) LF 88.0000 343,464.00 0.000 0 (F) 249 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 100.0000 340,400.00 0.000 0 (F) 250 CONCRETE BARRIER (TYPE 736A MODIFIED 1) LF 61.0000 177,815.00 0.000 0 (F) 251 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4100 18,491.00 0.000 0 252 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 9,933.00 0.000 0 253 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 3,444.00 0.000 0 (BROKEN 12-3) 254 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0500 52,765.00 0.000 0 255 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 444.00 0.000 0 (BROKEN 6-1) 256 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 7,140.00 0.000 0 (BROKEN 36-12) 257 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 3,930.00 0.000 0 (BROKEN 17-7) 258 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 36,000.00 15,648.000 3,912 259 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0500 3,904.00 684.000 2,086 260 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 11,660.00 104.000 114 261 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 31,310.00 39.000 120 262 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,600.0000 3,600.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 263 SIGNAL AND LIGHTING LS 2,600.0000 2,600.00 0.000 0 264 SIGNAL AND LIGHTING (LOCATION 2) LS 123,000.0000 123,000.00 0.000 0 265 SIGNAL AND LIGHTING LS 123,000.0000 123,000.00 0.000 0 (CITY STREET LOCATION 1) PROGRAM CAS145 PAGE 11 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 01:53 PM ESTIMATE NO. 08 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 SIGNAL AND LIGHTING LS 133,000.0000 133,000.00 0.000 0 (CITY STREET LOCATION 2) 267 SIGNAL AND LIGHTING LS 128,000.0000 128,000.00 0.000 0 (CITY STREET LOCATION 3) 268 MODIFY SIGNAL AND LIGHTING LS 255,000.0000 255,000.00 0.000 0 (CITY STREET LOCATION 4) 269 LIGHTING (TEMPORARY) LS 123,000.0000 123,000.00 0.000 0 270 LIGHTING (CITY STREET) LS 576,000.0000 576,000.00 0.000 0 271 LIGHTING AND SIGN ILLUMINATION LS 373,000.0000 373,000.00 0.012 4,476 272 INTERCONNECTION CONDUIT AND CABLE (LS) LS 30,600.0000 30,600.00 0.000 0 273 COMMUNICATION CONDUIT (BRIDGE) (LF) LF 21.0000 26,565.00 0.000 0 (F) 274 ELECTRIC SERVICE (IRRIGATION) LS 25,500.0000 25,500.00 0.000 0 275 MODIFY TRAFFIC MONITORING STATION LS 5,100.0000 5,100.00 0.000 0 276 TRAFFIC MONITORING STATION LS 31,000.0000 31,000.00 0.000 0 277 MODIFY COMMUNICATION SYSTEM LS 230,000.0000 230,000.00 0.000 0 278 WORK AT NORWALK HUB AND LOS ANGELES LS 15,000.0000 15,000.00 0.000 0 REGIONAL TRANSPORTATION MANAGEMENT CENTER 279 RAMP METERING SYSTEM LS 163,300.0000 163,300.00 0.015 2,449 280 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 194,000.0000 194,000.00 0.000 0 281 MODIFY LIGHTING AND SIGN ILLUMINATION LS 10,200.0000 10,200.00 0.000 0 282 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 283 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 27.0000 18,900.00 0.000 0 284 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 17.0000 8,330.00 0.000 0 285 REMOVE STEEL PIPE LF 45.0000 1,260.00 0.000 0 286 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 100.0000 25,500.00 0.000 0 287 STRUCTURAL CONCRETE, SOUND WALL CY 595.0000 23,800.00 0.000 0 288 CONCRETE BARRIER (TYPE 736 SV MODIFIED1) LF 100.0000 15,200.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 01:53 PM ESTIMATE NO. 08 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,466,756.06 5,296,966.97 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 6,467.02 35,722.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,473,223.08 5,332,689.55 289 MOBILIZATION LS 7,063,000.0000 7,063,000.00 0.250 1,765,750.00 0.750 5,297,250 ORIGINAL CONTRACT AMOUNT 74,580,828.85 TOTAL WORK COMPLETED 4,238,973.08 10,629,939.55 MATERIALS ON HAND ON SITE 1,649,892.04 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -15,000.00 TOTAL 4,238,973.08 12,264,831.59 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 1170 11/13/12 01/30/13 08/31/17 159 9 0 0 14% 14% PROGRESS IS SATISFACTORY OBEID, AMJAD RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/13