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 02/25/10 EST. NO.08 TIME 12:24 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 0048 443.15 E.W. @ F.A.(+) 100209 N 0045.0 0049 147.19 121009 N 0075.0 0050 426.20 120909 N 0076.0 0052 396.70 121709 N 0079.0 0053 204.62 121609 N 0080.0 0054 147.20 121409 N 0085.0 0055 233.34 010810 N 0086.0 0056 57.43 010410 N 0090.0 0057 157.25 122909 N 0091.0 0058 337.20 122909 N 0092.0 0059 274.32 010510 N 0089.0 0062 294.38 010410 N 0135.0 0063 134.65 011110 N 0136.0 0066 114.86 122109 N 0110.0 0069 86.15 010710 N 0117.0 009 0002 798.75 E.W. @ F.A.(+) 081809 N 0072.0 0003 1,003.04 122909 N 0099.0 010 0004 24.11 E.W. @ F.A.(+) 110909 N 0037.1 0005 147.20 121809 N 0078.0 5,427.74 TOTAL THIS ESTIMATE 18,098.15 TOTAL PREVIOUS ESTIMATE 23,525.89 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 02/25/10 EST. NO.08 TIME 12:24 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 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 12:24 PM ESTIMATE NO. 08 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 02/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/25/10 LOCATION RERUN 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 0.500 1,500.00 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 17.000 110,500.00 131.000 851,500.00 04 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 0.057 1,710.00 0.334 10,020.00 05 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.025 87.50 0.525 1,837.50 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 46.000 368.00 2,615.140 20,921.12 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 4.000 3,000.00 8.000 6,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 45,500.00 6.000 21,000.00 12.000 42,000.00 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 1.000 1,500.00 2.000 3,000.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 18.000 4,500.00 14 STREET SWEEPING LS 25,000.0000 25,000.00 0.057 1,425.00 0.334 8,350.00 15 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 0.000 0.00 16 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.500 5,000.00 17 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.057 4,275.00 0.437 32,775.00 18 TYPE III BARRICADE EA 85.0000 255.00 0.000 0.00 19 TEMPORARY PAVEMENT MARKING (PAINT) M2 56.0000 280.00 4.170 233.52 20 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 4,200.00 9.000 270.00 158.000 4,740.00 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 4,117.500 74,115.00 PROGRAM CAS145 PAGE 2 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 12:24 PM ESTIMATE NO. 08 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 02/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.000 6,400.00 209.000 83,600.00 24 ABANDON PIPELINE EA 1,000.0000 2,000.00 0.000 0.00 25 REMOVE CHAIN LINK FENCE M 40.0000 600.00 0.000 0.00 26 REMOVE METAL BEAM GUARD RAILING M 27.5000 15,950.00 619.090 17,024.98 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.7000 10,719.00 2,915.000 7,870.50 STRIPE 28 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7000 15,521.00 4,770.000 8,109.00 29 REMOVE PAVEMENT MARKER EA 1.0000 2,480.00 1,537.000 1,537.00 30 REMOVE ROADSIDE SIGN (WOOD POST) EA 125.0000 2,125.00 3.000 375.00 31 REMOVE SIGN STRUCTURE EA 2,500.0000 5,000.00 0.000 0.00 32 REMOVE ASPHALT CONCRETE DIKE M 2.0000 2,260.00 0.000 0.00 33 REMOVE PIPE M 50.0000 13,000.00 0.000 0.00 34 REMOVE INLET EA 350.0000 3,850.00 0.000 0.00 35 REMOVE HEADWALL EA 350.0000 700.00 0.000 0.00 36 SALVAGE METAL BRIDGE RAILING M 30.0000 10,740.00 358.000 10,740.00 F) 37 SALVAGE CONCRETE BARRIER (TYPE K) M 10.0000 5,400.00 0.000 0.00 38 RECONSTRUCT CHAIN LINK FENCE M 150.0000 4,650.00 7.000 1,050.00 39 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 0.000 0.00 40 REMOVE CONCRETE M3 60.0000 6,000.00 9.460 567.60 41 REMOVE CONCRETE (STRUCTURE) M3 150.0000 37,500.00 0.000 0.00 42 REMOVE CONCRETE (CURB AND GUTTER) M 10.0000 11,800.00 220.720 2,207.20 43 REMOVE CONCRETE BARRIER M 100.0000 30,000.00 292.600 29,260.00 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 22.000 15,400.00 F) 46 CAP INLET EA 550.0000 6,600.00 0.000 0.00 47 BRIDGE REMOVAL (PORTION), LOCATION A LS 7,500.0000 7,500.00 0.000 0.00 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 0.050 1,000.00 1.000 20,000.00 PROGRAM CAS145 PAGE 3 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 12:24 PM ESTIMATE NO. 08 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 02/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 900.00 1.000 18,000.00 51 BRIDGE REMOVAL (PORTION), LOCATION E LS 25,000.0000 25,000.00 0.050 1,250.00 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 1,136.000 85,200.00 54 ROADWAY EXCAVATION (TYPE Y-1) M3 7.0000 21,770.00 296.000 2,072.00 (AERIALLY DEPOSITED LEAD) 55 ROADWAY EXCAVATION (TYPE Y-2) M3 7.0000 9,800.00 140.000 980.00 (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 15,600.00 376.000 15,040.00 F) 58 STRUCTURE EXCAVATION (RETAINING WALL) M3 18.0000 131,796.00 83.000 1,494.00 4,708.000 84,744.00 F) 59 STRUCTURE EXCAVATION (SOUND WALL) M3 45.0000 4,725.00 0.000 0.00 F) 60 STRUCTURE EXCAVATION (TYPE Y-1) M3 7.0000 12,376.00 63.000 441.00 1,396.000 9,772.00 F) (AERIALLY DEPOSITED LEAD) 61 STRUCTURE EXCAVATION (TYPE Y-2) M3 7.0000 1,673.00 44.000 308.00 179.000 1,253.00 F) (AERIALLY DEPOSITED LEAD) 62 STRUCTURE EXCAVATION M3 15.0000 7,170.00 120.000 1,800.00 F) (GROSS SOLID REMOVAL DEVICE) 63 STRUCTURE EXCAVATION (AUSTIN VAULT) M3 5.0000 14,725.00 1,382.750 6,913.75 2,945.000 14,725.00 F) 64 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 29,400.00 116.000 8,120.00 209.000 14,630.00 F) 65 STRUCTURE BACKFILL (RETAINING WALL) M3 10.0000 63,080.00 20.000 200.00 2,015.000 20,150.00 F) 66 STRUCTURE BACKFILL (SOUND WALL) M3 35.0000 13,580.00 0.000 0.00 F) 67 PERVIOUS BACKFILL MATERIAL M3 20.0000 11,560.00 207.000 4,140.00 F) 68 STRUCTURE BACKFILL M3 20.0000 6,800.00 0.000 0.00 F) (GROSS SOLID REMOVAL DEVICE) 69 STRUCTURE BACKFILL (AUSTIN VAULT) M3 20.0000 11,800.00 0.000 0.00 F) 70 SAND BACKFILL M3 50.0000 550.00 0.000 0.00 71 DITCH EXCAVATION M3 15.0000 12,750.00 0.000 0.00 72 IMPORTED BORROW M3 0.0100 33.10 0.000 0.00 73 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.000 0.00 74 EROSION CONTROL (TYPE D) M2 1.2500 23,000.00 0.000 0.00 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 0.063 10,080.00 PROGRAM CAS145 PAGE 4 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 12:24 PM ESTIMATE NO. 08 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 02/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 POLYETHYLENE PIPE CONDUIT 78 EXTEND IRRIGATION CROSSOVER M 200.0000 8,000.00 0.000 0.00 79 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 1,925.00 0.000 0.00 80 CLASS 3 AGGREGATE BASE M3 35.0000 71,050.00 0.000 0.00 81 LEAN CONCRETE BASE M3 175.0000 108,500.00 0.000 0.00 82 HOT MIX ASPHALT (TYPE B) TONN 91.0000 837,200.00 0.000 0.00 83 PLACE HOT MIX ASPHALT DIKE M 21.0000 12,810.00 0.000 0.00 84 PLACE HOT MIX ASPHALT M2 21.0000 18,270.00 0.000 0.00 (MISCELLANEOUS AREA) 85 CONCRETE PAVEMENT M3 225.0000 306,000.00 0.000 0.00 86 SEAL PAVEMENT JOINT M 38.0000 29,260.00 0.000 0.00 87 SEAL LONGITUDINAL ISOLATION JOINT M 45.0000 35,100.00 0.000 0.00 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 1,489.600 178,752.00 2,116.800 254,016.00 PILING (SOUND WALL) 90 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 2,160.00 13.000 1,040.00 26.000 2,080.00 PILING (SOUND WALL) 91 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 38,700.00 120.500 36,150.00 F) 92 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 612,750.00 52.000 39,000.00 180.000 135,000.00 F) 93 STRUCTURAL CONCRETE, RETAINING WALL M3 350.0000 779,450.00 206.000 72,100.00 1,576.000 551,600.00 F) 94 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 3,200.00 0.000 0.00 F) (TYPE EQ) 95 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 62,400.00 0.000 0.00 F) (TYPE N) 96 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 38,500.00 0.000 0.00 (TYPE R) 97 STRUCTURAL CONCRETE M3 700.0000 58,870.00 5.000 3,500.00 F) (GROSS SOLID REMOVAL DEVICE) 98 STRUCTURAL CONCRETE (AUSTIN VAULT) M3 450.0000 597,600.00 0.000 0.00 F) 99 CLASS 2 CONCRETE (HEADWALL) M3 1,000.0000 38,000.00 0.000 0.00 00 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 130,140.00 3.620 3,258.00 11.270 10,143.00 F) 01 MINOR CONCRETE (SOUND WALL) M3 600.0000 2,400.00 0.000 0.00 F) 02 MINOR CONCRETE (BACKFILL) M3 150.0000 3,900.00 16.990 2,548.50 16.990 2,548.50 03 PAVING NOTCH EXTENSION M3 3,500.0000 9,100.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 12:24 PM ESTIMATE NO. 08 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 02/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 05 DRILL AND BOND DOWEL M 60.0000 10,620.00 115.000 6,900.00 F) 06 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 50.0000 200.00 0.000 0.00 07 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 18,000.00 0.000 0.00 GIRDER (5 M - 10 M) 08 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,000.0000 13,000.00 0.000 0.00 GIRDER (10 M - 15 M) 09 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,000.0000 18,000.00 0.000 0.00 GIRDER (15 M - 20 M) 10 ERECT PRECAST PRESTRESSED CONCRETE EA 10,000.0000 40,000.00 0.000 0.00 GIRDER 11 CONCRETE CLOSURE WALL M2 380.0000 141,740.00 0.000 0.00 12 REFINISH BRIDGE DECK M2 275.0000 7,975.00 0.000 0.00 13 CORE CONCRETE (101 MM - 150 MM) M 75.0000 3,150.00 0.000 0.00 F) 14 CORE CONCRETE (151 MM - 200 MM) M 200.0000 6,800.00 0.000 0.00 F) 15 CORE CONCRETE (251 MM - 300 MM) M 125.0000 1,250.00 0.000 0.00 F) 16 SOUND WALL (MASONRY BLOCK) M2 150.0000 1,513,050.00 0.000 0.00 F) 17 JOINT SEAL (MR 25 MM) M 225.0000 12,375.00 0.000 0.00 F) 18 JOINT SEAL (MR 15 MM) M 225.0000 3,375.00 0.000 0.00 19 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 280,528.00 1,540.000 2,464.00 53,135.000 85,016.00 F) 20 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4000 198,832.20 5,540.000 7,756.00 97,044.000 135,861.60 F) 21 BAR REINFORCING STEEL (AUSTIN VAULT) KG 1.1000 197,562.20 0.000 0.00 F) 22 BAR REINFORCING STEEL KG 1.5000 14,919.00 1,889.380 2,834.07 F) (GROSS SOLID REMOVAL DEVICE) 23 HEADED BAR REINFORCEMENT EA 70.0000 2,520.00 36.000 2,520.00 36.000 2,520.00 F) 24 FURNISH SIGN STRUCTURE (TRUSS) KG 11.5000 394,691.50 0.000 0.00 F) 25 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 10,296.30 0.000 0.00 F) 26 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 100.0000 4,600.00 0.000 0.00 27 FURNISH LAMINATED PANEL SIGN M2 120.0000 10,320.00 0.000 0.00 (25.4 MM-TYPE A) 28 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 525.00 0.000 0.00 (1.6 MM-UNFRAMED) 29 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 420.00 0.000 0.00 (2.0 MM-UNFRAMED) 30 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 1,440.00 0.000 0.00 (2.0 MM-FRAMED) PROGRAM CAS145 PAGE 6 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 12:24 PM ESTIMATE NO. 08 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 02/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 32 METAL (BARRIER MOUNTED SIGN) KG 20.0000 15,600.00 0.000 0.00 33 ROADSIDE SIGN - ONE POST EA 300.0000 1,500.00 0.000 0.00 34 ROADSIDE SIGN - TWO POST EA 600.0000 600.00 0.000 0.00 35 SIGN (PANEL ON SOUNDWALL) EA 1,450.0000 2,900.00 0.000 0.00 36 INSTALL SIGN PANEL ON EXISTING FRAME M2 20.0000 1,600.00 0.000 0.00 37 300 MM REINFORCED CONCRETE PIPE M 225.0000 16,200.00 0.000 0.00 38 375 MM REINFORCED CONCRETE PIPE M 500.0000 1,500.00 0.000 0.00 39 450 MM REINFORCED CONCRETE PIPE M 250.0000 47,500.00 0.000 0.00 40 600 MM REINFORCED CONCRETE PIPE M 300.0000 192,000.00 100.000 30,000.00 185.340 55,602.00 41 900 MM REINFORCED CONCRETE PIPE M 1,500.0000 7,500.00 0.000 0.00 42 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,350.0000 33,750.00 0.000 0.00 (CLASS V) 43 450 MM CORRUGATED STEEL PIPE M 240.0000 50,400.00 0.000 0.00 (2.01 MM THICK) 44 450 MM SLOTTED CORRUGATED STEEL PIPE M 325.0000 32,500.00 0.000 0.00 (2.01 MM THICK) 45 150 MM NON-PERFORATED PLASTIC PIPE M 40.0000 440.00 0.000 0.00 UNDERDRAIN 46 150 MM PERFORATED PLASTIC PIPE M 25.0000 11,750.00 0.000 0.00 UNDERDRAIN (AUSTIN VAULT) 47 150 MM NON-PERFORATED PLASTIC PIPE M 25.0000 2,000.00 0.000 0.00 UNDERDRAIN (AUSTIN VAULT) 48 PERMEABLE MATERIAL (AUSTIN VAULT) M3 25.0000 10,250.00 0.000 0.00 49 SAND BED (AUSTIN VAULT) M3 30.0000 12,000.00 0.000 0.00 50 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 4,000.00 0.000 0.00 (2.01 MM THICK) 51 GRATED LINE DRAIN M 130.0000 11,700.00 0.000 0.00 52 450 MM STEEL FLARED END SECTION EA 600.0000 1,200.00 0.000 0.00 53 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,500.0000 3,000.00 0.000 0.00 54 MISCELLANEOUS METAL KG 10.0000 24,090.00 0.000 0.00 F) (GROSS SOLID REMOVAL DEVICE) 55 ROCK SLOPE PROTECTION M3 120.0000 7,200.00 0.000 0.00 (FACING, METHOD B) 56 GABION M3 125.0000 6,250.00 0.000 0.00 57 MINOR CONCRETE (DITCH LINING) M3 275.0000 1,100.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 12:24 PM ESTIMATE NO. 08 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 02/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 59 ROCK SLOPE PROTECTION FABRIC M2 3.0000 270.00 0.000 0.00 60 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 100.00 0.000 0.00 CONSTRUCTION) 61 MINOR CONCRETE (GUTTER) M 100.0000 6,000.00 0.000 0.00 62 MINOR CONCRETE (SIDEWALK) M3 500.0000 6,500.00 0.000 0.00 63 MINOR CONCRETE (TEXTURED PAVING) M2 100.0000 61,000.00 0.000 0.00 64 MISCELLANEOUS IRON AND STEEL KG 2.2500 21,285.00 150.000 337.50 F) 65 MISCELLANEOUS METAL KG 15.0000 235,605.00 126.000 1,890.00 712.000 10,680.00 F) (RESTRAINER - PIPE TYPE) 66 MISCELLANEOUS METAL (AUSTIN VAULT) KG 225.0000 33,750.00 0.000 0.00 F) 67 STAINLESS STEEL SCREEN (GSRD) (TYPE 1) KG 50.0000 29,100.00 0.000 0.00 F) 68 STAINLESS STEEL SCREEN (GSRD) (TYPE 2) KG 50.0000 3,650.00 0.000 0.00 F) 69 STAINLESS STEEL SCREEN (LINEAR RADIAL) KG 45.0000 14,130.00 0.000 0.00 F) 70 CHAIN LINK FENCE (TYPE CL-1.8) M 61.0000 3,660.00 0.000 0.00 71 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 9,000.00 0.000 0.00 72 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,800.0000 3,600.00 0.000 0.00 73 METAL BEAM GUARD RAILING M 75.0000 24,750.00 0.000 0.00 74 CABLE RAILING M 65.0000 28,600.00 0.000 0.00 75 TRANSITION RAILING (TYPE WB) EA 3,000.0000 12,000.00 0.000 0.00 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 0.000 0.00 78 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 2,500.00 0.000 0.00 79 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 6,900.00 0.000 0.00 80 CRASH CUSHION, SAND FILLED EA 6,500.0000 13,000.00 0.000 0.00 81 CONCRETE BARRIER (TYPE 60) M 160.0000 12,800.00 0.000 0.00 82 CONCRETE BARRIER (TYPE 736A) M 190.0000 3,610.00 0.000 0.00 F) 83 CONCRETE BARRIER (TYPE 736 MODIFIED) M 80.0000 76,800.00 0.000 0.00 F) 84 CONCRETE BARRIER (TYPE 736R) M 150.0000 33,900.00 0.000 0.00 F) PROGRAM CAS145 PAGE 8 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 12:24 PM ESTIMATE NO. 08 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 02/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 86 THERMOPLASTIC PAVEMENT MARKING M2 46.0000 4,140.00 0.000 0.00 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 16,800.00 5,625.000 7,875.00 88 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3500 1,809.00 302.000 1,011.70 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 927.00 239.000 215.10 (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 7,350.00 633.000 3,165.00 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 0.770 53,900.00 97 ELECTRIC SERVICE (IRRIGATION) LS 4,500.0000 4,500.00 0.000 0.00 98 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 250,000.0000 250,000.00 0.020 5,000.00 99 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 20,000.0000 20,000.00 0.000 0.00 00 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.000 0.00 01 MODIFY LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 0.090 22,500.00 PROGRAM CAS145 PAGE 9 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 12:24 PM ESTIMATE NO. 08 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 02/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 512,490.75 3,207,723.59 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 5,427.74 23,525.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 517,918.49 3,231,249.48 02 MOBILIZATION LS 800,000.0000 800,000.00 0.950 760,000.00 ORIGINAL CONTRACT AMOUNT 14,878,743.30 TOTAL WORK COMPLETED 517,918.49 3,991,249.48 MATERIALS ON HAND ON SITE 250,706.48 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 517,918.49 4,231,955.96 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 09/22/10 131 21 0 0 27% 44% PROGRESS IS SATISFACTORY AL-JAMAL, ABDUL RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 02/25/10