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 02/23/11 EST. NO.20 TIME 09:04 AM 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 0200 2,036.52 E.W. @ F.A.(+) 092810 N 0480.0 003 0035 600.85 E.W. @ F.A.(+) 070110 N 372.00 0052 751.45 120910 N 563.00 0053 1,950.48 120810 N 562.00 0056 1,100.72 111710 N 574.00 0057 710.46 113010 N 570.00 008 0011-2 600.00 E.W. @ F.A.(+) 071510 N 0329.0 DAO CORRECTING ENTRY 0011-3 -600.00 071510 N 0329.0 DAO CORRECTING ENTRY 0012-2 700.00 080110 N 0328.0 DAO CORRECTING ENTRY 0012-3 -700.00 080110 N 0328.0 DAO CORRECTING ENTRY 0014-2 825.00 071610 N 0443.0 DAO CORRECTING ENTRY 0014-3 -825.00 071610 N 0443.0 DAO CORRECTING ENTRY 0015 350.00 080110 N 0328.1 0018 300.00 071510 N 0329.2 0019 412.50 071610 N 0443.2 010 0036 756.94 E.W. @ F.A.(+) 102610 N 0581.0 012 0042 260.29 E.W. @ F.A.(+) 102010 N 0578.0 013 0028 2,065.49 E.W. @ F.A.(+) 111810 N 506.00 0041 948.18 121510 Y 0590.0 016 0021 1,987.98 E.W. @ F.A.(+) 112009 N 0567.0 14,231.86 TOTAL THIS ESTIMATE 357,252.38 TOTAL PREVIOUS ESTIMATE 371,484.24 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 02/23/11 EST. NO.20 TIME 09:04 AM 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 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 09:04 AM ESTIMATE NO. 20 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 02/20/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/23/11 LOCATION PROGRESS ESTIMATE 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.950 2,850.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 1.000 250.00 03 TIME-RELATED OVERHEAD WDAY 6,500.0000 1,950,000.00 300.000 1,950,000.00 04 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 1.000 30,000.00 05 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.900 3,150.00 PREVENTION PLAN 06 TEMPORARY EROSION CONTROL BLANKET M2 4.0000 36,000.00 0.000 0.00 07 TEMPORARY FIBER ROLL M 8.0000 48,000.00 7,088.140 56,705.12 08 TEMPORARY GRAVEL BAG BERM M 10.0000 1,000.00 115.800 1,158.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 750.0000 7,500.00 12.000 9,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 45,500.00 15.000 52,500.00 11 TEMPORARY COVER M2 4.0000 16,000.00 14,157.500 56,630.00 12 MOVE-IN/MOVE-OUT EA 1,500.0000 4,500.00 4.000 6,000.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 65.000 16,250.00 14 STREET SWEEPING LS 25,000.0000 25,000.00 1.000 25,000.00 15 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 1.000 5,000.00 16 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 17 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 18 TYPE III BARRICADE EA 85.0000 255.00 3.000 255.00 19 TEMPORARY PAVEMENT MARKING (PAINT) M2 56.0000 280.00 4.170 233.52 20 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 4,200.00 176.000 5,280.00 21 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 2,000.00 2.000 2,000.00 22 TEMPORARY RAILING (TYPE K) M 18.0000 97,380.00 4,337.000 78,066.00 PROGRAM CAS145 PAGE 2 DATE 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 09:04 AM ESTIMATE NO. 20 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 02/20/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 400.0000 88,000.00 209.000 83,600.00 24 ABANDON PIPELINE EA 1,000.0000 2,000.00 2.000 2,000.00 25 REMOVE CHAIN LINK FENCE M 40.0000 600.00 15.000 600.00 26 REMOVE METAL BEAM GUARD RAILING M 27.5000 15,950.00 735.700 20,231.75 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.7000 10,719.00 3,751.000 10,127.70 STRIPE 28 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7000 15,521.00 7,514.000 12,773.80 29 REMOVE PAVEMENT MARKER EA 1.0000 2,480.00 1,612.000 1,612.00 30 REMOVE ROADSIDE SIGN (WOOD POST) EA 125.0000 2,125.00 17.000 2,125.00 31 REMOVE SIGN STRUCTURE EA 2,500.0000 5,000.00 2.000 5,000.00 32 REMOVE ASPHALT CONCRETE DIKE M 2.0000 2,260.00 1,130.000 2,260.00 33 REMOVE PIPE M 50.0000 13,000.00 260.000 13,000.00 34 REMOVE INLET EA 350.0000 3,850.00 11.000 3,850.00 35 REMOVE HEADWALL EA 350.0000 700.00 2.000 700.00 36 SALVAGE METAL BRIDGE RAILING M 30.0000 10,740.00 403.000 12,090.00 F) 37 SALVAGE CONCRETE BARRIER (TYPE K) M 10.0000 5,400.00 540.000 5,400.00 38 RECONSTRUCT CHAIN LINK FENCE M 150.0000 4,650.00 61.250 9,187.50 39 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 0.000 0.00 40 REMOVE CONCRETE M3 60.0000 6,000.00 100.000 6,000.00 41 REMOVE CONCRETE (STRUCTURE) M3 150.0000 37,500.00 290.550 43,582.50 42 REMOVE CONCRETE (CURB AND GUTTER) M 10.0000 11,800.00 1,180.000 11,800.00 43 REMOVE CONCRETE BARRIER M 100.0000 30,000.00 337.600 33,760.00 44 REMOVE SOUND WALL M2 70.0000 30,800.00 476.500 33,355.00 45 ACCESS OPENING, SOFFIT EA 700.0000 30,100.00 43.000 30,100.00 F) 46 CAP INLET EA 550.0000 6,600.00 12.000 6,600.00 47 BRIDGE REMOVAL (PORTION), LOCATION A LS 7,500.0000 7,500.00 1.000 7,500.00 48 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000.00 49 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 1.000 20,000.00 PROGRAM CAS145 PAGE 3 DATE 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 09:04 AM ESTIMATE NO. 20 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 02/20/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL (PORTION), LOCATION D LS 18,000.0000 18,000.00 1.000 18,000.00 51 BRIDGE REMOVAL (PORTION), LOCATION E LS 25,000.0000 25,000.00 1.000 25,000.00 52 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 53 ROADWAY EXCAVATION M3 75.0000 213,000.00 2,840.600 213,045.00 54 ROADWAY EXCAVATION (TYPE Y-1) M3 7.0000 21,770.00 3,110.000 21,770.00 (AERIALLY DEPOSITED LEAD) 55 ROADWAY EXCAVATION (TYPE Y-2) M3 7.0000 9,800.00 1,400.000 9,800.00 (AERIALLY DEPOSITED LEAD) 56 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 57 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 15,600.00 390.000 15,600.00 F) 58 STRUCTURE EXCAVATION (RETAINING WALL) M3 18.0000 131,796.00 7,322.000 131,796.00 F) 59 STRUCTURE EXCAVATION (SOUND WALL) M3 45.0000 4,725.00 105.000 4,725.00 F) 60 STRUCTURE EXCAVATION (TYPE Y-1) M3 7.0000 12,376.00 1,768.000 12,376.00 F) (AERIALLY DEPOSITED LEAD) 61 STRUCTURE EXCAVATION (TYPE Y-2) M3 7.0000 1,673.00 239.000 1,673.00 F) (AERIALLY DEPOSITED LEAD) 62 STRUCTURE EXCAVATION M3 15.0000 7,170.00 478.000 7,170.00 F) (GROSS SOLID REMOVAL DEVICE) 63 STRUCTURE EXCAVATION (AUSTIN VAULT) M3 5.0000 14,725.00 2,945.000 14,725.00 F) 64 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 29,400.00 420.000 29,400.00 F) 65 STRUCTURE BACKFILL (RETAINING WALL) M3 10.0000 63,080.00 6,308.000 63,080.00 F) 66 STRUCTURE BACKFILL (SOUND WALL) M3 35.0000 13,580.00 388.000 13,580.00 F) 67 PERVIOUS BACKFILL MATERIAL M3 20.0000 11,560.00 578.000 11,560.00 F) 68 STRUCTURE BACKFILL M3 20.0000 6,800.00 340.000 6,800.00 F) (GROSS SOLID REMOVAL DEVICE) 69 STRUCTURE BACKFILL (AUSTIN VAULT) M3 20.0000 11,800.00 590.000 11,800.00 F) 70 SAND BACKFILL M3 50.0000 550.00 11.000 550.00 71 DITCH EXCAVATION M3 15.0000 12,750.00 850.000 12,750.00 72 IMPORTED BORROW M3 0.0100 33.10 0.000 0.00 73 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.950 95,000.00 74 EROSION CONTROL (TYPE D) M2 1.2500 23,000.00 18,400.000 23,000.00 75 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.000 0.00 76 IRRIGATION SYSTEM LS 160,000.0000 160,000.00 1.000 160,000.00 PROGRAM CAS145 PAGE 4 DATE 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 09:04 AM ESTIMATE NO. 20 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 02/20/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 200 MM CORRUGATED HIGH DENSITY M 500.0000 6,000.00 12.000 6,000.00 POLYETHYLENE PIPE CONDUIT 78 EXTEND IRRIGATION CROSSOVER M 200.0000 8,000.00 40.000 8,000.00 79 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 1,925.00 7.700 1,925.00 80 CLASS 3 AGGREGATE BASE M3 35.0000 71,050.00 2,030.000 71,050.00 81 LEAN CONCRETE BASE M3 175.0000 108,500.00 578.390 101,218.25 82 HOT MIX ASPHALT (TYPE B) TONN 91.0000 837,200.00 9,316.290 847,782.39 83 PLACE HOT MIX ASPHALT DIKE M 21.0000 12,810.00 621.000 13,041.00 84 PLACE HOT MIX ASPHALT M2 21.0000 18,270.00 785.850 16,502.85 (MISCELLANEOUS AREA) 85 CONCRETE PAVEMENT M3 225.0000 306,000.00 1,387.360 312,156.00 86 SEAL PAVEMENT JOINT M 38.0000 29,260.00 770.000 29,260.00 87 SEAL LONGITUDINAL ISOLATION JOINT M 45.0000 35,100.00 780.000 35,100.00 88 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 26,400.00 22.000 26,400.00 PILING 89 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 120.0000 960,000.00 7,995.000 959,400.00 PILING (SOUND WALL) 90 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 2,160.00 40.000 3,200.00 PILING (SOUND WALL) 91 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 38,700.00 129.000 38,700.00 F) 92 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 612,750.00 817.000 612,750.00 F) 93 STRUCTURAL CONCRETE, RETAINING WALL M3 350.0000 779,450.00 2,227.000 779,450.00 F) 94 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 3,200.00 8.000 3,200.00 F) (TYPE EQ) 95 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 62,400.00 78.000 62,400.00 F) (TYPE N) 96 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 38,500.00 77.000 38,500.00 (TYPE R) 97 STRUCTURAL CONCRETE M3 700.0000 58,870.00 84.100 58,870.00 F) (GROSS SOLID REMOVAL DEVICE) 98 STRUCTURAL CONCRETE (AUSTIN VAULT) M3 450.0000 597,600.00 1,328.000 597,600.00 F) 99 CLASS 2 CONCRETE (HEADWALL) M3 1,000.0000 38,000.00 38.000 38,000.00 00 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 130,140.00 144.600 130,140.00 F) 01 MINOR CONCRETE (SOUND WALL) M3 600.0000 2,400.00 4.000 2,400.00 F) 02 MINOR CONCRETE (BACKFILL) M3 150.0000 3,900.00 26.000 3,900.00 03 PAVING NOTCH EXTENSION M3 3,500.0000 9,100.00 2.600 9,100.00 PROGRAM CAS145 PAGE 5 DATE 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 09:04 AM ESTIMATE NO. 20 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 02/20/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 DIAPHRAGM BOLSTER EA 1,800.0000 77,400.00 43.000 77,400.00 F) 05 DRILL AND BOND DOWEL M 60.0000 10,620.00 177.000 10,620.00 F) 06 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 50.0000 200.00 4.000 200.00 07 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 18,000.00 2.000 18,000.00 GIRDER (5 M - 10 M) 08 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,000.0000 13,000.00 1.000 13,000.00 GIRDER (10 M - 15 M) 09 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,000.0000 18,000.00 1.000 18,000.00 GIRDER (15 M - 20 M) 10 ERECT PRECAST PRESTRESSED CONCRETE EA 10,000.0000 40,000.00 4.000 40,000.00 GIRDER 11 CONCRETE CLOSURE WALL M2 380.0000 141,740.00 373.000 141,740.00 12 REFINISH BRIDGE DECK M2 275.0000 7,975.00 36.500 10,037.50 13 CORE CONCRETE (101 MM - 150 MM) M 75.0000 3,150.00 42.000 3,150.00 F) 14 CORE CONCRETE (151 MM - 200 MM) M 200.0000 6,800.00 34.000 6,800.00 F) 15 CORE CONCRETE (251 MM - 300 MM) M 125.0000 1,250.00 10.000 1,250.00 F) 16 SOUND WALL (MASONRY BLOCK) M2 150.0000 1,513,050.00 10,087.000 1,513,050.00 F) 17 JOINT SEAL (MR 25 MM) M 225.0000 12,375.00 55.000 12,375.00 F) 18 JOINT SEAL (MR 15 MM) M 225.0000 3,375.00 15.000 3,375.00 19 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 280,528.00 175,330.000 280,528.00 F) 20 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4000 198,832.20 142,023.000 198,832.20 F) 21 BAR REINFORCING STEEL (AUSTIN VAULT) KG 1.1000 197,562.20 179,602.000 197,562.20 F) 22 BAR REINFORCING STEEL KG 1.5000 14,919.00 9,946.000 14,919.00 F) (GROSS SOLID REMOVAL DEVICE) 23 HEADED BAR REINFORCEMENT EA 70.0000 2,520.00 36.000 2,520.00 F) 24 FURNISH SIGN STRUCTURE (TRUSS) KG 11.5000 394,691.50 34,321.000 394,691.50 F) 25 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 10,296.30 34,321.000 10,296.30 F) 26 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 100.0000 4,600.00 45.670 4,567.00 27 FURNISH LAMINATED PANEL SIGN M2 120.0000 10,320.00 85.620 10,274.40 (25.4 MM-TYPE A) 28 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 525.00 5.390 565.95 (1.6 MM-UNFRAMED) 29 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 420.00 3.350 469.00 (2.0 MM-UNFRAMED) 30 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 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 09:04 AM ESTIMATE NO. 20 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 02/20/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 1524 MM CAST-IN-DRILLED-HOLE M 2,500.0000 70,000.00 28.300 70,750.00 CONCRETE PILE (SIGN FOUNDATION) 32 METAL (BARRIER MOUNTED SIGN) KG 20.0000 15,600.00 775.000 15,500.00 33 ROADSIDE SIGN - ONE POST EA 300.0000 1,500.00 5.000 1,500.00 34 ROADSIDE SIGN - TWO POST EA 600.0000 600.00 1.000 600.00 35 SIGN (PANEL ON SOUNDWALL) EA 1,450.0000 2,900.00 2.000 2,900.00 36 INSTALL SIGN PANEL ON EXISTING FRAME M2 20.0000 1,600.00 75.560 1,511.20 37 300 MM REINFORCED CONCRETE PIPE M 225.0000 16,200.00 72.000 16,200.00 38 375 MM REINFORCED CONCRETE PIPE M 500.0000 1,500.00 3.000 1,500.00 39 450 MM REINFORCED CONCRETE PIPE M 250.0000 47,500.00 190.000 47,500.00 40 600 MM REINFORCED CONCRETE PIPE M 300.0000 192,000.00 640.000 192,000.00 41 900 MM REINFORCED CONCRETE PIPE M 1,500.0000 7,500.00 5.000 7,500.00 42 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,350.0000 33,750.00 25.000 33,750.00 (CLASS V) 43 450 MM CORRUGATED STEEL PIPE M 240.0000 50,400.00 210.000 50,400.00 (2.01 MM THICK) 44 450 MM SLOTTED CORRUGATED STEEL PIPE M 325.0000 32,500.00 100.000 32,500.00 (2.01 MM THICK) 45 150 MM NON-PERFORATED PLASTIC PIPE M 40.0000 440.00 11.000 440.00 UNDERDRAIN 46 150 MM PERFORATED PLASTIC PIPE M 25.0000 11,750.00 470.000 11,750.00 UNDERDRAIN (AUSTIN VAULT) 47 150 MM NON-PERFORATED PLASTIC PIPE M 25.0000 2,000.00 80.000 2,000.00 UNDERDRAIN (AUSTIN VAULT) 48 PERMEABLE MATERIAL (AUSTIN VAULT) M3 25.0000 10,250.00 410.000 10,250.00 49 SAND BED (AUSTIN VAULT) M3 30.0000 12,000.00 400.000 12,000.00 50 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 4,000.00 16.000 4,000.00 (2.01 MM THICK) 51 GRATED LINE DRAIN M 130.0000 11,700.00 90.000 11,700.00 52 450 MM STEEL FLARED END SECTION EA 600.0000 1,200.00 2.000 1,200.00 53 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,500.0000 3,000.00 2.000 3,000.00 54 MISCELLANEOUS METAL KG 10.0000 24,090.00 2,409.000 24,090.00 F) (GROSS SOLID REMOVAL DEVICE) 55 ROCK SLOPE PROTECTION M3 120.0000 7,200.00 60.000 7,200.00 (FACING, METHOD B) 56 GABION M3 125.0000 6,250.00 50.000 6,250.00 57 MINOR CONCRETE (DITCH LINING) M3 275.0000 1,100.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 09:04 AM ESTIMATE NO. 20 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 02/20/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FILTER FABRIC (AUSTIN VAULT) M2 3.0000 2,910.00 970.000 2,910.00 59 ROCK SLOPE PROTECTION FABRIC M2 3.0000 270.00 90.000 270.00 60 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 100.00 0.000 0.00 CONSTRUCTION) 61 MINOR CONCRETE (GUTTER) M 100.0000 6,000.00 60.000 6,000.00 62 MINOR CONCRETE (SIDEWALK) M3 500.0000 6,500.00 13.000 6,500.00 63 MINOR CONCRETE (TEXTURED PAVING) M2 100.0000 61,000.00 489.820 48,982.00 64 MISCELLANEOUS IRON AND STEEL KG 2.2500 21,285.00 9,460.000 21,285.00 F) 65 MISCELLANEOUS METAL KG 15.0000 235,605.00 15,707.000 235,605.00 F) (RESTRAINER - PIPE TYPE) 66 MISCELLANEOUS METAL (AUSTIN VAULT) KG 225.0000 33,750.00 150.000 33,750.00 F) 67 STAINLESS STEEL SCREEN (GSRD) (TYPE 1) KG 50.0000 29,100.00 582.000 29,100.00 F) 68 STAINLESS STEEL SCREEN (GSRD) (TYPE 2) KG 50.0000 3,650.00 73.000 3,650.00 F) 69 STAINLESS STEEL SCREEN (LINEAR RADIAL) KG 45.0000 14,130.00 314.000 14,130.00 F) 70 CHAIN LINK FENCE (TYPE CL-1.8) M 61.0000 3,660.00 51.150 3,120.15 71 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 9,000.00 8.000 7,200.00 72 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,800.0000 3,600.00 2.000 3,600.00 73 METAL BEAM GUARD RAILING M 75.0000 24,750.00 367.920 27,594.00 74 CABLE RAILING M 65.0000 28,600.00 361.240 23,480.60 75 TRANSITION RAILING (TYPE WB) EA 3,000.0000 12,000.00 4.000 12,000.00 76 END CAP (TYPE C) EA 70.0000 140.00 0.000 0.00 77 END ANCHOR ASSEMBLY (TYPE SFT) EA 675.0000 675.00 1.000 675.00 78 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 2,500.00 1.000 2,500.00 79 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 6,900.00 3.000 6,900.00 80 CRASH CUSHION, SAND FILLED EA 6,500.0000 13,000.00 3.000 19,500.00 81 CONCRETE BARRIER (TYPE 60) M 160.0000 12,800.00 80.000 12,800.00 82 CONCRETE BARRIER (TYPE 736A) M 190.0000 3,610.00 19.000 3,610.00 F) 83 CONCRETE BARRIER (TYPE 736 MODIFIED) M 80.0000 76,800.00 960.000 76,800.00 F) 84 CONCRETE BARRIER (TYPE 736R) M 150.0000 33,900.00 226.000 33,900.00 F) PROGRAM CAS145 PAGE 8 DATE 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 09:04 AM ESTIMATE NO. 20 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 02/20/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE BARRIER (TYPE 736SV) M 300.0000 609,000.00 2,027.000 608,100.00 86 THERMOPLASTIC PAVEMENT MARKING M2 46.0000 4,140.00 27.280 1,254.88 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 16,800.00 9,083.000 12,716.20 88 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3500 1,809.00 459.000 1,537.65 89 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,920.00 291.000 582.00 (BROKEN 3.66 M - 0.92 M) 90 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 620.00 120.000 240.00 (BROKEN 11.00M - 3.50M) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 5,085.00 3,093.000 2,783.70 (BROKEN 10.98 M - 3.66 M) 92 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 927.00 767.000 690.30 (BROKEN 5.18 M - 2.14 M) 93 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 1,005.00 0.000 0.00 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 7,350.00 825.000 4,125.00 95 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,050.0000 1,050.00 1.000 1,050.00 SYSTEM ELEMENTS DURING CONSTRUCTION 96 LIGHTING (TEMPORARY) LS 70,000.0000 70,000.00 1.000 70,000.00 97 ELECTRIC SERVICE (IRRIGATION) LS 4,500.0000 4,500.00 1.000 4,500.00 98 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 250,000.0000 250,000.00 1.000 250,000.00 99 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 20,000.0000 20,000.00 1.000 20,000.00 00 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 1.000 40,000.00 01 MODIFY LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 1.000 250,000.00 PROGRAM CAS145 PAGE 9 DATE 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 09:04 AM ESTIMATE NO. 20 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 02/20/11 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 14,051,871.31 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 14,231.86 371,484.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 14,231.86 14,423,355.55 02 MOBILIZATION LS 800,000.0000 800,000.00 1.000 800,000.00 ORIGINAL CONTRACT AMOUNT 14,878,743.30 TOTAL WORK COMPLETED 14,231.86 15,223,355.55 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 24,231.86 15,223,355.55 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 06/24/09 420 00/00/00 00/00/00 07/08/11 300 47 0 0 99% 100% PROGRESS IS SATISFACTORY AL-JAMAL, ABDUL RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/11