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 10/20/11 EST. NO.26 TIME 03:12 PM R.E. NAME: AL-JAMAL, ABDUL 07-235504 --------------------------------------------------------------------------- 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 0225 2,130.63 E.W. @ F.A.(+) 051910 N 0610.1 003 0061 787.50 E.W. @ F.A.(+) 042010 N 0586.1 005 0012 2,913.75 E.W. @ F.A.(+) 081709 N 0133.1 012 0043 296.08 E.W. @ F.A.(+) 120409 N 0071.0 016 0031 550.00 E.W. @ F.A.(+) 010511 N 0547.1 022 0052 5,797.48 E.W. @ F.A.(+) 071910 N 0609.0 029 0001 3,000.00 E.W. @ L.S.(+) 102011 N 1 0 031 0001 12,851.27 E.W. @ L.S.(+) 102011 N 1 0 044 0021 862.15 E.W. @ F.A.(+) 111510 N 0603.1 0022 1,060.25 111810 N 0604.1 0023 2,380.66 062910 N 0446.1 045 0001 245.77 E.W. @ F.A.(+) 071811 N 0629.0 0002 3,143.79 071911 N 0630.0 0003 4,467.82 072011 N 0631.0 0004 4,897.70 072111 N 0632.0 0005 2,706.51 072211 N 0633.0 0006 1,447.26 072511 N 0634.0 0007 1,447.26 072611 N 0635.0 50,985.88 TOTAL THIS ESTIMATE 647,983.35 TOTAL PREVIOUS ESTIMATE 698,969.23 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 10/20/11 EST. NO.26 TIME 03:12 PM R.E. NAME: AL-JAMAL, ABDUL 07-235504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SOLID WASTE JAN 2010 -10,000.00 07 SOLID WASTE REPORT 10,000.00 20 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 03:12 PM ESTIMATE NO. 26 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 10/20/11 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 07-LA-5-39.5/42.6 ---------------------------------------- BALFOUR BEATTY INFRASTRUCTURE, IN LOS ANGELES COUNTY IN INC. LOS ANGELES FROM ROUTE 5/118 TO 0.2 2333 COURAGE DRIVE, SUITE C KM SOUTH OF ROXFORD STREET FAIRFIELD CA 94533 UNDERCROSSING FED. AID NO. N O N E SOUNDWALLS CONSTRUCTION ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.050 150.00 1.000 3,000.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 1.000 250.00 003 TIME-RELATED OVERHEAD WDAY 6,500.0000 1,950,000.00 307.000 1,995,500.00 004 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 1.000 30,000.00 005 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.100 350.00 1.000 3,500.00 PREVENTION PLAN 006 TEMPORARY EROSION CONTROL BLANKET M2 4.0000 36,000.00 0.000 0.00 007 TEMPORARY FIBER ROLL M 8.0000 48,000.00 7,088.140 56,705.12 008 TEMPORARY GRAVEL BAG BERM M 10.0000 1,000.00 115.800 1,158.00 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 750.0000 7,500.00 12.000 9,000.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 45,500.00 15.000 52,500.00 011 TEMPORARY COVER M2 4.0000 16,000.00 14,157.500 56,630.00 012 MOVE-IN/MOVE-OUT EA 1,500.0000 4,500.00 4.000 6,000.00 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 65.000 16,250.00 014 STREET SWEEPING LS 25,000.0000 25,000.00 1.000 25,000.00 015 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 1.000 5,000.00 016 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 017 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 018 TYPE III BARRICADE EA 85.0000 255.00 3.000 255.00 019 TEMPORARY PAVEMENT MARKING (PAINT) M2 56.0000 280.00 4.170 233.52 020 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 4,200.00 176.000 5,280.00 021 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 2,000.00 2.000 2,000.00 022 TEMPORARY RAILING (TYPE K) M 18.0000 97,380.00 4,337.000 78,066.00 PROGRAM CAS145 PAGE 2 DATE 10/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 03:12 PM ESTIMATE NO. 26 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 10/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 400.0000 88,000.00 209.000 83,600.00 024 ABANDON PIPELINE EA 1,000.0000 2,000.00 2.000 2,000.00 025 REMOVE CHAIN LINK FENCE M 40.0000 600.00 15.000 600.00 026 REMOVE METAL BEAM GUARD RAILING M 27.5000 15,950.00 735.700 20,231.75 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.7000 10,719.00 3,751.000 10,127.70 STRIPE 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7000 15,521.00 64.000 108.80 7,578.000 12,882.60 029 REMOVE PAVEMENT MARKER EA 1.0000 2,480.00 1,612.000 1,612.00 030 REMOVE ROADSIDE SIGN (WOOD POST) EA 125.0000 2,125.00 17.000 2,125.00 031 REMOVE SIGN STRUCTURE EA 2,500.0000 5,000.00 2.000 5,000.00 032 REMOVE ASPHALT CONCRETE DIKE M 2.0000 2,260.00 1,130.000 2,260.00 033 REMOVE PIPE M 50.0000 13,000.00 260.000 13,000.00 034 REMOVE INLET EA 350.0000 3,850.00 12.000 4,200.00 035 REMOVE HEADWALL EA 350.0000 700.00 2.000 700.00 036 SALVAGE METAL BRIDGE RAILING M 30.0000 10,740.00 403.000 12,090.00 (F) 037 SALVAGE CONCRETE BARRIER (TYPE K) M 10.0000 5,400.00 540.000 5,400.00 038 RECONSTRUCT CHAIN LINK FENCE M 150.0000 4,650.00 61.250 9,187.50 039 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 0.000 0.00 040 REMOVE CONCRETE M3 60.0000 6,000.00 100.000 6,000.00 041 REMOVE CONCRETE (STRUCTURE) M3 150.0000 37,500.00 331.100 49,665.00 042 REMOVE CONCRETE (CURB AND GUTTER) M 10.0000 11,800.00 1,180.000 11,800.00 043 REMOVE CONCRETE BARRIER M 100.0000 30,000.00 337.600 33,760.00 044 REMOVE SOUND WALL M2 70.0000 30,800.00 476.500 33,355.00 045 ACCESS OPENING, SOFFIT EA 700.0000 30,100.00 43.000 30,100.00 (F) 046 CAP INLET EA 550.0000 6,600.00 12.000 6,600.00 047 BRIDGE REMOVAL (PORTION), LOCATION A LS 7,500.0000 7,500.00 1.000 7,500.00 048 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000.00 049 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 1.000 20,000.00 PROGRAM CAS145 PAGE 3 DATE 10/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 03:12 PM ESTIMATE NO. 26 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 10/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL (PORTION), LOCATION D LS 18,000.0000 18,000.00 1.000 18,000.00 051 BRIDGE REMOVAL (PORTION), LOCATION E LS 25,000.0000 25,000.00 1.000 25,000.00 052 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 053 ROADWAY EXCAVATION M3 75.0000 213,000.00 2,840.600 213,045.00 054 ROADWAY EXCAVATION (TYPE Y-1) M3 7.0000 21,770.00 3,110.000 21,770.00 (AERIALLY DEPOSITED LEAD) 055 ROADWAY EXCAVATION (TYPE Y-2) M3 7.0000 9,800.00 1,400.000 9,800.00 (AERIALLY DEPOSITED LEAD) 056 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 057 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 15,600.00 390.000 15,600.00 (F) 058 STRUCTURE EXCAVATION (RETAINING WALL) M3 18.0000 131,796.00 7,322.000 131,796.00 (F) 059 STRUCTURE EXCAVATION (SOUND WALL) M3 45.0000 4,725.00 105.000 4,725.00 (F) 060 STRUCTURE EXCAVATION (TYPE Y-1) M3 7.0000 12,376.00 1,768.000 12,376.00 (F) (AERIALLY DEPOSITED LEAD) 061 STRUCTURE EXCAVATION (TYPE Y-2) M3 7.0000 1,673.00 239.000 1,673.00 (F) (AERIALLY DEPOSITED LEAD) 062 STRUCTURE EXCAVATION M3 15.0000 7,170.00 478.000 7,170.00 (F) (GROSS SOLID REMOVAL DEVICE) 063 STRUCTURE EXCAVATION (AUSTIN VAULT) M3 5.0000 14,725.00 2,945.000 14,725.00 (F) 064 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 29,400.00 420.000 29,400.00 (F) 065 STRUCTURE BACKFILL (RETAINING WALL) M3 10.0000 63,080.00 6,308.000 63,080.00 (F) 066 STRUCTURE BACKFILL (SOUND WALL) M3 35.0000 13,580.00 388.000 13,580.00 (F) 067 PERVIOUS BACKFILL MATERIAL M3 20.0000 11,560.00 578.000 11,560.00 (F) 068 STRUCTURE BACKFILL M3 20.0000 6,800.00 340.000 6,800.00 (F) (GROSS SOLID REMOVAL DEVICE) 069 STRUCTURE BACKFILL (AUSTIN VAULT) M3 20.0000 11,800.00 590.000 11,800.00 (F) 070 SAND BACKFILL M3 50.0000 550.00 11.000 550.00 071 DITCH EXCAVATION M3 15.0000 12,750.00 850.000 12,750.00 072 IMPORTED BORROW M3 0.0100 33.10 0.000 0.00 073 HIGHWAY PLANTING LS 100,000.0000 100,000.00 1.000 100,000.00 074 EROSION CONTROL (TYPE D) M2 1.2500 23,000.00 18,400.000 23,000.00 075 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 1.000 8,000.00 076 IRRIGATION SYSTEM LS 160,000.0000 160,000.00 1.000 160,000.00 PROGRAM CAS145 PAGE 4 DATE 10/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 03:12 PM ESTIMATE NO. 26 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 10/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 200 MM CORRUGATED HIGH DENSITY M 500.0000 6,000.00 12.000 6,000.00 POLYETHYLENE PIPE CONDUIT 078 EXTEND IRRIGATION CROSSOVER M 200.0000 8,000.00 40.000 8,000.00 079 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 1,925.00 7.700 1,925.00 080 CLASS 3 AGGREGATE BASE M3 35.0000 71,050.00 2,030.000 71,050.00 081 LEAN CONCRETE BASE M3 175.0000 108,500.00 578.390 101,218.25 082 HOT MIX ASPHALT (TYPE B) TONN 91.0000 837,200.00 10,017.440 911,587.04 083 PLACE HOT MIX ASPHALT DIKE M 21.0000 12,810.00 621.000 13,041.00 084 PLACE HOT MIX ASPHALT M2 21.0000 18,270.00 785.850 16,502.85 (MISCELLANEOUS AREA) 085 CONCRETE PAVEMENT M3 225.0000 306,000.00 1,439.560 323,901.00 086 SEAL PAVEMENT JOINT M 38.0000 29,260.00 770.000 29,260.00 087 SEAL LONGITUDINAL ISOLATION JOINT M 45.0000 35,100.00 780.000 35,100.00 088 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 26,400.00 22.000 26,400.00 PILING 089 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 120.0000 960,000.00 7,995.000 959,400.00 PILING (SOUND WALL) 090 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 2,160.00 40.000 3,200.00 PILING (SOUND WALL) 091 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 38,700.00 129.000 38,700.00 (F) 092 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 612,750.00 817.000 612,750.00 (F) 093 STRUCTURAL CONCRETE, RETAINING WALL M3 350.0000 779,450.00 2,227.000 779,450.00 (F) 094 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 3,200.00 8.000 3,200.00 (F) (TYPE EQ) 095 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 62,400.00 78.000 62,400.00 (F) (TYPE N) 096 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 38,500.00 77.000 38,500.00 (TYPE R) 097 STRUCTURAL CONCRETE M3 700.0000 58,870.00 84.100 58,870.00 (F) (GROSS SOLID REMOVAL DEVICE) 098 STRUCTURAL CONCRETE (AUSTIN VAULT) M3 450.0000 597,600.00 1,328.000 597,600.00 (F) 099 CLASS 2 CONCRETE (HEADWALL) M3 1,000.0000 38,000.00 38.000 38,000.00 100 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 130,140.00 144.300 129,870.00 (F) 101 MINOR CONCRETE (SOUND WALL) M3 600.0000 2,400.00 4.000 2,400.00 (F) 102 MINOR CONCRETE (BACKFILL) M3 150.0000 3,900.00 26.000 3,900.00 103 PAVING NOTCH EXTENSION M3 3,500.0000 9,100.00 2.600 9,100.00 PROGRAM CAS145 PAGE 5 DATE 10/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 03:12 PM ESTIMATE NO. 26 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 10/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 DIAPHRAGM BOLSTER EA 1,800.0000 77,400.00 43.000 77,400.00 (F) 105 DRILL AND BOND DOWEL M 60.0000 10,620.00 177.000 10,620.00 (F) 106 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 50.0000 200.00 4.000 200.00 107 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 18,000.00 2.000 18,000.00 GIRDER (5 M - 10 M) 108 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,000.0000 13,000.00 1.000 13,000.00 GIRDER (10 M - 15 M) 109 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,000.0000 18,000.00 1.000 18,000.00 GIRDER (15 M - 20 M) 110 ERECT PRECAST PRESTRESSED CONCRETE EA 10,000.0000 40,000.00 4.000 40,000.00 GIRDER 111 CONCRETE CLOSURE WALL M2 380.0000 141,740.00 373.000 141,740.00 112 REFINISH BRIDGE DECK M2 275.0000 7,975.00 36.500 10,037.50 113 CORE CONCRETE (101 MM - 150 MM) M 75.0000 3,150.00 42.000 3,150.00 (F) 114 CORE CONCRETE (151 MM - 200 MM) M 200.0000 6,800.00 34.000 6,800.00 (F) 115 CORE CONCRETE (251 MM - 300 MM) M 125.0000 1,250.00 10.000 1,250.00 (F) 116 SOUND WALL (MASONRY BLOCK) M2 150.0000 1,513,050.00 10,087.000 1,513,050.00 (F) 117 JOINT SEAL (MR 25 MM) M 225.0000 12,375.00 55.000 12,375.00 (F) 118 JOINT SEAL (MR 15 MM) M 225.0000 3,375.00 15.000 3,375.00 119 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 280,528.00 175,330.000 280,528.00 (F) 120 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4000 198,832.20 142,023.000 198,832.20 (F) 121 BAR REINFORCING STEEL (AUSTIN VAULT) KG 1.1000 197,562.20 179,602.000 197,562.20 (F) 122 BAR REINFORCING STEEL KG 1.5000 14,919.00 9,946.000 14,919.00 (F) (GROSS SOLID REMOVAL DEVICE) 123 HEADED BAR REINFORCEMENT EA 70.0000 2,520.00 36.000 2,520.00 (F) 124 FURNISH SIGN STRUCTURE (TRUSS) KG 11.5000 394,691.50 34,321.000 394,691.50 (F) 125 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 10,296.30 34,321.000 10,296.30 (F) 126 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 100.0000 4,600.00 45.670 4,567.00 127 FURNISH LAMINATED PANEL SIGN M2 120.0000 10,320.00 85.620 10,274.40 (25.4 MM-TYPE A) 128 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 525.00 5.390 565.95 (1.6 MM-UNFRAMED) 129 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 420.00 3.350 469.00 (2.0 MM-UNFRAMED) 130 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 1,440.00 11.560 1,387.20 (2.0 MM-FRAMED) PROGRAM CAS145 PAGE 6 DATE 10/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 03:12 PM ESTIMATE NO. 26 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 10/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 1524 MM CAST-IN-DRILLED-HOLE M 2,500.0000 70,000.00 28.300 70,750.00 CONCRETE PILE (SIGN FOUNDATION) 132 METAL (BARRIER MOUNTED SIGN) KG 20.0000 15,600.00 775.000 15,500.00 133 ROADSIDE SIGN - ONE POST EA 300.0000 1,500.00 5.000 1,500.00 134 ROADSIDE SIGN - TWO POST EA 600.0000 600.00 1.000 600.00 135 SIGN (PANEL ON SOUNDWALL) EA 1,450.0000 2,900.00 2.000 2,900.00 136 INSTALL SIGN PANEL ON EXISTING FRAME M2 20.0000 1,600.00 75.560 1,511.20 137 300 MM REINFORCED CONCRETE PIPE M 225.0000 16,200.00 72.000 16,200.00 138 375 MM REINFORCED CONCRETE PIPE M 500.0000 1,500.00 3.000 1,500.00 139 450 MM REINFORCED CONCRETE PIPE M 250.0000 47,500.00 190.000 47,500.00 140 600 MM REINFORCED CONCRETE PIPE M 300.0000 192,000.00 721.200 216,360.00 141 900 MM REINFORCED CONCRETE PIPE M 1,500.0000 7,500.00 5.000 7,500.00 142 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,350.0000 33,750.00 25.000 33,750.00 (CLASS V) 143 450 MM CORRUGATED STEEL PIPE M 240.0000 50,400.00 31.500 7,560.00 (2.01 MM THICK) 144 450 MM SLOTTED CORRUGATED STEEL PIPE M 325.0000 32,500.00 100.000 32,500.00 (2.01 MM THICK) 145 150 MM NON-PERFORATED PLASTIC PIPE M 40.0000 440.00 11.000 440.00 UNDERDRAIN 146 150 MM PERFORATED PLASTIC PIPE M 25.0000 11,750.00 470.000 11,750.00 UNDERDRAIN (AUSTIN VAULT) 147 150 MM NON-PERFORATED PLASTIC PIPE M 25.0000 2,000.00 80.000 2,000.00 UNDERDRAIN (AUSTIN VAULT) 148 PERMEABLE MATERIAL (AUSTIN VAULT) M3 25.0000 10,250.00 410.000 10,250.00 149 SAND BED (AUSTIN VAULT) M3 30.0000 12,000.00 400.000 12,000.00 150 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 4,000.00 16.000 4,000.00 (2.01 MM THICK) 151 GRATED LINE DRAIN M 130.0000 11,700.00 90.000 11,700.00 152 450 MM STEEL FLARED END SECTION EA 600.0000 1,200.00 2.000 1,200.00 153 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,500.0000 3,000.00 2.000 3,000.00 154 MISCELLANEOUS METAL KG 10.0000 24,090.00 2,409.000 24,090.00 (F) (GROSS SOLID REMOVAL DEVICE) 155 ROCK SLOPE PROTECTION M3 120.0000 7,200.00 60.000 7,200.00 (FACING, METHOD B) 156 GABION M3 125.0000 6,250.00 50.000 6,250.00 157 MINOR CONCRETE (DITCH LINING) M3 275.0000 1,100.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 10/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 03:12 PM ESTIMATE NO. 26 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 10/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 FILTER FABRIC (AUSTIN VAULT) M2 3.0000 2,910.00 970.000 2,910.00 159 ROCK SLOPE PROTECTION FABRIC M2 3.0000 270.00 90.000 270.00 160 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 100.00 0.000 0.00 CONSTRUCTION) 161 MINOR CONCRETE (GUTTER) M 100.0000 6,000.00 60.000 6,000.00 162 MINOR CONCRETE (SIDEWALK) M3 500.0000 6,500.00 13.000 6,500.00 163 MINOR CONCRETE (TEXTURED PAVING) M2 100.0000 61,000.00 489.820 48,982.00 164 MISCELLANEOUS IRON AND STEEL KG 2.2500 21,285.00 9,460.000 21,285.00 (F) 165 MISCELLANEOUS METAL KG 15.0000 235,605.00 15,707.000 235,605.00 (F) (RESTRAINER - PIPE TYPE) 166 MISCELLANEOUS METAL (AUSTIN VAULT) KG 225.0000 33,750.00 150.000 33,750.00 (F) 167 STAINLESS STEEL SCREEN (GSRD) (TYPE 1) KG 50.0000 29,100.00 582.000 29,100.00 (F) 168 STAINLESS STEEL SCREEN (GSRD) (TYPE 2) KG 50.0000 3,650.00 73.000 3,650.00 (F) 169 STAINLESS STEEL SCREEN (LINEAR RADIAL) KG 45.0000 14,130.00 314.000 14,130.00 (F) 170 CHAIN LINK FENCE (TYPE CL-1.8) M 61.0000 3,660.00 113.050 6,896.05 171 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 9,000.00 8.000 7,200.00 172 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,800.0000 3,600.00 2.000 3,600.00 173 METAL BEAM GUARD RAILING M 75.0000 24,750.00 367.920 27,594.00 174 CABLE RAILING M 65.0000 28,600.00 364.240 23,675.60 175 TRANSITION RAILING (TYPE WB) EA 3,000.0000 12,000.00 4.000 12,000.00 176 END CAP (TYPE C) EA 70.0000 140.00 0.000 0.00 177 END ANCHOR ASSEMBLY (TYPE SFT) EA 675.0000 675.00 1.000 675.00 178 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 2,500.00 1.000 2,500.00 179 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 6,900.00 3.000 6,900.00 180 CRASH CUSHION, SAND FILLED EA 6,500.0000 13,000.00 3.000 19,500.00 181 CONCRETE BARRIER (TYPE 60) M 160.0000 12,800.00 80.000 12,800.00 182 CONCRETE BARRIER (TYPE 736A) M 190.0000 3,610.00 19.000 3,610.00 (F) 183 CONCRETE BARRIER (TYPE 736 MODIFIED) M 80.0000 76,800.00 960.000 76,800.00 (F) 184 CONCRETE BARRIER (TYPE 736R) M 150.0000 33,900.00 226.000 33,900.00 (F) PROGRAM CAS145 PAGE 8 DATE 10/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 03:12 PM ESTIMATE NO. 26 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 10/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 736SV) M 300.0000 609,000.00 2,027.000 608,100.00 186 THERMOPLASTIC PAVEMENT MARKING M2 46.0000 4,140.00 27.280 1,254.88 187 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 16,800.00 226.860 317.60 9,309.860 13,033.80 188 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3500 1,809.00 459.000 1,537.65 189 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,920.00 291.000 582.00 (BROKEN 3.66 M - 0.92 M) 190 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 620.00 120.000 240.00 (BROKEN 11.00M - 3.50M) 191 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 5,085.00 3,093.000 2,783.70 (BROKEN 10.98 M - 3.66 M) 192 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 927.00 767.000 690.30 (BROKEN 5.18 M - 2.14 M) 193 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 1,005.00 0.000 0.00 194 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 7,350.00 825.000 4,125.00 195 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,050.0000 1,050.00 1.000 1,050.00 SYSTEM ELEMENTS DURING CONSTRUCTION 196 LIGHTING (TEMPORARY) LS 70,000.0000 70,000.00 1.000 70,000.00 197 ELECTRIC SERVICE (IRRIGATION) LS 4,500.0000 4,500.00 1.000 4,500.00 198 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 250,000.0000 250,000.00 1.000 250,000.00 199 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 20,000.0000 20,000.00 1.000 20,000.00 200 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 1.000 40,000.00 201 MODIFY LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 1.000 250,000.00 PROGRAM CAS145 PAGE 9 DATE 10/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 03:12 PM ESTIMATE NO. 26 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 10/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 926.40 14,178,500.76 ADJUSTMENT OF COMPENSATION 0.00 56,028.37 EXTRA WORK 50,985.88 642,940.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 51,912.28 14,877,469.99 202 MOBILIZATION LS 800,000.0000 800,000.00 1.000 800,000.00 ORIGINAL CONTRACT AMOUNT 14,878,743.30 TOTAL WORK COMPLETED 51,912.28 15,677,469.99 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 51,912.28 15,677,469.99 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 06/24/09 420 07/09/09 07/09/09 07/22/11 432 79 12 0 100% 100% AL-JAMAL, ABDUL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/20/11