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 08/21/08 EST. NO.14 TIME 08:20 AM R.E. NAME: GHAFGHAZI, BEN 04-0120L4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 008 0002 1,200.00 E.W. @ F.A.(+) 070808 Y 0276.0 016 0013 100.44 E.W. @ F.A.(+) 121907 Y 0238.0 025 0032 912.15 E.W. @ F.A.(+) 070908 Y 0267.0 0033 818.55 071008 Y 0268.0 0034 242.38 071108 Y 0269.0 0035 386.48 071408 Y 0272.0 0036 4,500.10 071408 Y 0277.0 0037 4,825.70 071508 Y 0278.0 0038 4,713.69 071608 Y 0279.0 0039 2,975.33 071708 Y 0280.0 027 0049 512.23 E.W. @ F.A.(+) 052308 N 0254.0 030 0050 512.12 E.W. @ F.A.(+) 042108 Y 0193.0 031 0006 778.61 E.W. @ F.A.(+) 022208 Y 0127.0 0008 1,703.54 022508 Y 0156.0 0012 442.91 022208 Y 0154.0 0017 1,358.80 052708 Y 0236.0 0018 1,330.80 060708 Y 0237.0 0019 741.00 031808 Y 0263.0 0020 406.52 063008 Y 0264.0 0026 157.75 071408 Y 271.10 060 0001 567.87 E.W. @ F.A.(+) 062008 N 0255.0 0002 958.15 062308 N 0256.0 0003 2,200.81 062408 N 0257.0 0004 2,906.80 062508 N 0258.0 0005 1,518.84 062608 N 0259.0 0006 933.61 062708 N 0260.0 0007 3,296.21 070308 N 0274.0 0008 1,176.05 070708 N 0275.0 42,177.44 TOTAL THIS ESTIMATE 19,615,308.02 TOTAL PREVIOUS ESTIMATE 19,657,485.46 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 08/21/08 EST. NO.14 TIME 08:20 AM R.E. NAME: GHAFGHAZI, BEN 04-0120L4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OCIP DEDUCT 1&2 -812,825.30 03 OCIP DEDUCT EST #4 -639,901.36 04 OCIP DEDUCTION -412,322.47 05 RETURN PREV CCIP DED 726,363.33 05 OCIP DEDUCTION -275,587.12 06 OCIP DEDUCTION -304,058.95 08 OCIP DEDUCTION -486,450.29 09 OCIP -338,410.60 10 OCIP -389,452.40 11 OCIP -491,873.44 12 LABOR COMPLIANCE 10,000.00 13 OCIP 429,576.54 13 OCIP -248,383.60 14 OCIP OVERPAYMENT JVL -429,576.50 14 -677,960.10 -3,662,902.16 LABOR COMPLIANCE VIOLATION LABOR COMPLIANCE -20,000.00 14 -20,000.00 -20,000.00 TOTAL DEDUCTIONS -697,960.10 -3,682,902.16 PROGRAM CAS145 PAGE 1 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 08:20 AM ESTIMATE NO. 14 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 08/21/08 LOCATION PROGRESS ESTIMATE 04-ALA-80-1.0/1.7 ----------------- MCM CONSTRUCTION, INC IN ALAMEDA COUNTY IN OAKLAND FROM P.O. BOX 620 1.6 KM WEST OF THE TOLL PLAZA TO NORTH HIGHLAND, CA 95660 0.3 KM WEST OF THE TOLL PLAZA FED. AID NO. N O N E CONSTRUCT BRIDGE AND ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TRANSPORTATION FOR THE ENGINEER LS 100,000.0000 100,000.00 0.000 0.00 02 ESTABLISH MARINE ACCESS LS 7840,000.0000 7,840,000.00 0.005 39,200.00 0.810 6,350,400.00 03 ELECTRONIC MOBILE DAILY DIARY SYSTEM LS 200,000.0000 200,000.00 0.040 8,000.00 0.440 88,000.00 DATA DELIVERY 04 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 50,000.0000 50,000.00 0.030 1,500.00 0.530 26,500.00 05 DOCUMENT MANAGEMENT SYSTEM LS 404,400.0000 404,400.00 0.830 335,652.00 06 TIME-RELATED OVERHEAD LS 0.0000 20,000,000.00 0.037 740,000.00 0.444 8,880,000.00 07 ENGINEER'S INSPECTION FACILITY LS 100,000.0000 100,000.00 0.000 0.00 08 TEMPORARY HIGH VISIBILITY FENCE M 20.0000 22,200.00 600.000 12,000.00 09 FURNISH AND REMOVE TEMPORARY TOWER LS 250,000.0000 250,000.00 0.000 0.00 (HINGE E) 10 REMOVE SKYWAY TEMPORARY TOWER LS 100,000.0000 100,000.00 0.000 0.00 11 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 12 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 13 WATER POLLUTION CONTROL LS 150,000.0000 150,000.00 0.030 4,500.00 0.347 52,050.00 14 PREPARE TURBIDITY CONTROL PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 15 NON-STORM WATER DISCHARGES LS 50,000.0000 50,000.00 0.050 2,500.00 0.450 22,500.00 16 TEMPORARY CONSTRUCTION ENTRANCE EA 15,000.0000 30,000.00 1.000 15,000.00 17 TEMPORARY COVER M2 10.0000 30,000.00 1,116.000 11,160.00 18 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 75,000.0000 75,000.00 0.040 3,000.00 0.400 30,000.00 19 CONSTRUCTION SURVEYING LS 50,000.0000 50,000.00 0.050 2,500.00 0.450 22,500.00 20 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.500 7,500.00 S) 21 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.040 2,000.00 0.480 24,000.00 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 1,400.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 08:20 AM ESTIMATE NO. 14 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY METAL BEAM GUARD RAILING M 80.0000 40,000.00 0.000 0.00 S) 24 TEMPORARY END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 2,000.00 0.000 0.00 S) 25 TEMPORARY ALTERNATIVE FLARED TERMINAL EA 7,000.0000 7,000.00 0.000 0.00 S) SYSTEM 26 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 45,000.00 0.000 0.00 S) 27 TEMPORARY TRAFFIC SCREEN (LEFT-IN-PLACE) M 3.0000 4,500.00 0.000 0.00 S) 28 ABANDON CULVERT EA 5,000.0000 5,000.00 0.000 0.00 29 ABANDON INLET EA 2,000.0000 2,000.00 0.000 0.00 30 REMOVE CHAIN LINK FENCE M 20.0000 19,400.00 542.000 10,840.00 31 REMOVE CHAIN LINK FENCE WITH BARBED WIRE M 25.0000 4,500.00 73.000 1,825.00 32 REMOVE GATE EA 250.0000 2,000.00 1.000 250.00 33 REMOVE METAL BEAM GUARD RAILING M 50.0000 1,500.00 0.000 0.00 34 REMOVE PAINTED TRAFFIC STRIPE M 5.0000 6,650.00 361.000 1,805.00 35 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 8,640.00 861.000 3,444.00 36 REMOVE PAVEMENT MARKER EA 2.0000 1,900.00 331.000 662.00 37 REMOVE ROADSIDE SIGN EA 200.0000 200.00 0.000 0.00 38 REMOVE WOODEN UTILITY POLE EA 1,500.0000 13,500.00 0.000 0.00 39 REMOVE SIGN STRUCTURE EA 10,000.0000 10,000.00 0.000 0.00 40 REMOVE ASPHALT CONCRETE DIKE M 8.0000 4,720.00 0.000 0.00 41 REMOVE ASBESTOS CEMENT PIPE M 165.0000 16,500.00 0.000 0.00 S) 42 REMOVE BASE AND SURFACING M3 55.0000 11,550.00 0.000 0.00 43 RECONSTRUCT ROCK SLOPE PROTECTION M3 165.0000 4,290.00 0.000 0.00 (1T, METHOD B) 44 RELOCATE ROADSIDE SIGN-TWO POST EA 1,000.0000 2,000.00 0.000 0.00 45 RELOCATE CHANGEABLE MESSAGE SIGN 65 EA 2,000.0000 2,000.00 0.000 0.00 S) 46 SEWER VIDEO SURVEY LS 100,000.0000 100,000.00 0.500 50,000.00 S) 47 VIBRATION MONITORING LS 50,000.0000 50,000.00 0.100 5,000.00 0.400 20,000.00 S) 48 REMOVE CONCRETE M3 200.0000 2,200.00 0.000 0.00 49 PREPARE CONCRETE BRIDGE DECK SURFACE M2 12.0000 9,216.00 0.000 0.00 F) PROGRAM CAS145 PAGE 3 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 08:20 AM ESTIMATE NO. 14 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER (TYPE K) M 35.0000 4,200.00 0.000 0.00 51 REMOVE CONCRETE BARRIER (TYPE 50) M 50.0000 29,000.00 477.000 23,850.00 52 REMOVE CONCRETE SLAB BARRIER M 100.0000 19,000.00 0.000 0.00 53 CAP INLET EA 2,000.0000 2,000.00 0.000 0.00 54 REMOVE CRASH CUSHION (SAND FILLED) EA 350.0000 9,800.00 0.000 0.00 55 JACKING SUPERSTRUCTURE (HINGE E) LS 50,000.0000 50,000.00 0.000 0.00 56 JACKING SUPERSTRUCTURE LS 40,000.0000 40,000.00 0.000 0.00 (TEMPORARY BENT E19AR) 57 CLEARING AND GRUBBING LS 22,400.0000 22,400.00 0.050 1,120.00 0.450 10,080.00 58 ROADWAY EXCAVATION M3 65.0000 1,690,000.00 0.000 0.00 59 ROADWAY EXCAVATION (TYPE H) M3 700.0000 42,000.00 0.000 0.00 60 STRUCTURE EXCAVATION (DUCT BANK) M3 150.0000 262,500.00 1,750.000 262,500.00 61 STRUCTURE EXCAVATION (TYPE HR) M3 200.0000 66,000.00 330.000 66,000.00 (DUCT BANK) 62 STRUCTURE EXCAVATION (TYPE H)(DUCT BANK) M3 160.0000 851,200.00 3,321.000 531,360.00 63 STRUCTURE EXCAVATION (TYPE H) M3 30.0000 5,700.00 0.000 0.00 (BUILDING) 64 STRUCTURE EXCAVATION (TYPE D) M3 160.0000 2,240,000.00 607.000 97,120.00 9,396.000 1,503,360.00 F) 65 STRUCTURE EXCAVATION (TYPE DH) M3 190.0000 323,000.00 1,591.000 302,290.00 F) 66 STRUCTURE EXCAVATION (TYPE H) M3 230.0000 724,500.00 494.000 113,620.00 1,716.000 394,680.00 F) 67 STRUCTURE EXCAVATION (CLASS II) M3 330.0000 261,030.00 14.000 4,620.00 14.000 4,620.00 F) 68 STRUCTURE EXCAVATION (CLASS II)(TYPE D) M3 260.0000 285,480.00 452.000 117,520.00 3,483.000 905,580.00 F) 69 STRUCTURE BACKFILL (DUCT BANK) M3 40.0000 261,600.00 4,000.000 160,000.00 70 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 236,000.00 785.000 31,400.00 2,665.000 106,600.00 F) 71 STRUCTURE BACKFILL (RSP) M3 140.0000 96,600.00 0.000 0.00 72 LIGHTWEIGHT EMBANKMENT MATERIAL M3 80.0000 1,328,000.00 0.000 0.00 (CELLULAR CONCRETE) 73 STRAW (EROSION CONTROL) TONN 320.0000 1,920.00 0.000 0.00 S) 74 FIBER (EROSION CONTROL) KG 1.0000 850.00 0.000 0.00 S) 75 FIBER ROLLS M 15.0000 13,350.00 760.000 11,400.00 S) 76 COMPOST (EROSION CONTROL) M3 400.0000 2,400.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 08:20 AM ESTIMATE NO. 14 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 3,000.00 0.000 0.00 S) 78 PURE LIVE SEED (EROSION CONTROL) KG 300.0000 27,000.00 0.000 0.00 S) 79 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 760.00 0.000 0.00 S) 80 NPS 12 WATER LINE (BRIDGE) M 400.0000 136,000.00 0.000 0.00 81 NPS 10 SEWER LINE (BRIDGE) M 500.0000 100,000.00 0.000 0.00 82 NPS 18 SEWER CASING PIPE (BRIDGE) M 700.0000 133,000.00 0.000 0.00 83 NPS 4 AIR LINE (BRIDGE) M 100.0000 20,000.00 0.000 0.00 84 NPS 6 RECLAIMED WATER LINE (BRIDGE) M 375.0000 127,500.00 0.000 0.00 85 CLASS 3 AGGREGATE BASE M3 70.0000 522,900.00 0.000 0.00 86 ASPHALT CONCRETE (TYPE A) TONN 92.5000 1,304,250.00 0.000 0.00 87 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 15.0000 3,000.00 0.000 0.00 88 FURNISH PILING (CLASS 400) M 60.0000 9,900.00 0.000 0.00 89 DRIVE PILE (CLASS 400) EA 5,000.0000 40,000.00 0.000 0.00 S) 90 FURNISH 1.8 M CAST-IN-STEEL SHELL M 7,200.0000 35,272,800.00 208.000 1,497,600.00 4,899.000 35,272,800.00 CONCRETE PILING 91 DRIVE 1.8 M CAST-IN-STEEL SHELL CONCRETE EA 100,000.0000 10,400,000.00 12.000 1,200,000.00 78.000 7,800,000.00 S) PILE 92 FURNISH PRECAST PRESTRESSED PILING M 200.0000 246,800.00 1,234.000 246,800.00 (610 MM OCTAGONAL) 93 DRIVE PRECAST PRESTRESSED PILE EA 7,000.0000 266,000.00 38.000 266,000.00 S) (610 MM OCTAGONAL) 94 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 615.0000 119,310.00 0.000 0.00 PILING (914 MM) 95 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 18,000.0000 90,000.00 0.000 0.00 S) PILE (914 MM) 96 PRESTRESSING, LONGITUDINAL LS 1500,000.0000 1,500,000.00 0.000 0.00 S) 97 PRESTRESSING, TRANSVERSE LS 450,000.0000 450,000.00 0.000 0.00 S) 98 PRESTRESSING, HIGH STRENGTH BARS LS 50,000.0000 50,000.00 0.000 0.00 S) 99 LEVELING CONCRETE M3 450.0000 477,000.00 85.000 38,250.00 703.000 316,350.00 F) 00 STRUCTURAL CONCRETE, BRIDGE FOOTING, M3 450.0000 2,376,450.00 988.000 444,600.00 1,116.000 502,200.00 F) LOCATION A 01 STRUCTURAL CONCRETE, BRIDGE FOOTING, M3 450.0000 2,972,700.00 4,168.000 1,875,600.00 F) LOCATION B (BAY) 02 STRUCTURAL CONCRETE, BRIDGE, LOCATION A M3 850.0000 1,402,500.00 123.000 104,550.00 123.000 104,550.00 F) 03 STRUCTURAL CONCRETE, BRIDGE, LOCATION B M3 2,465.0000 32,045,000.00 106.000 261,290.00 1,477.000 3,640,805.00 F) (BAY) PROGRAM CAS145 PAGE 5 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 08:20 AM ESTIMATE NO. 14 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, BIKEPATH M3 1,000.0000 205,000.00 0.000 0.00 F) 05 STRUCTURAL CONCRETE, BARRIER SLAB M3 500.0000 160,000.00 0.000 0.00 F) 06 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 48,750.00 0.000 0.00 F) (TYPE N) 07 UTILITY VAULT EA 7,500.0000 15,000.00 0.000 0.00 F) 08 SPECIAL PILE FOOTING FOUNDATION EA 20,000.0000 40,000.00 0.000 0.00 F) 09 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 39,450.00 0.000 0.00 F) 10 FRACTURED RIB TEXTURE M2 300.0000 20,100.00 67.000 20,100.00 67.000 20,100.00 F) 11 EPOXY GROUT DOWEL M 45.0000 62,235.00 1,383.000 62,235.00 S) 12 FURNISH PRECAST CONCRETE SLAB (BIKEPATH) EA 4,500.0000 189,000.00 0.000 0.00 13 ERECT PRECAST CONCRETE SLAB (BIKEPATH) EA 2,000.0000 84,000.00 0.000 0.00 14 PRECAST WALL (TYPE 1) M2 300.0000 96,000.00 0.000 0.00 SF) 15 PRECAST WALL (TYPE 2) M2 270.0000 378,000.00 0.000 0.00 SF) 16 FURNISH POLYESTER CONCRETE OVERLAY M3 2,400.0000 38,400.00 0.000 0.00 SF)(20 MM) 17 PLACE POLYESTER CONCRETE OVERLAY (20 MM) M2 50.0000 38,400.00 0.000 0.00 SF) 18 FURNISH POLYESTER CONCRETE OVERLAY M3 2,500.0000 22,500.00 0.000 0.00 SF)(12 MM) 19 PLACE POLYESTER CONCRETE OVERLAY (12 MM) M2 80.0000 58,880.00 0.000 0.00 SF) 20 PTFE BEARING EA 10,000.0000 30,000.00 0.000 0.00 SF) 21 PTFE SPHERICAL BEARING EA 5,000.0000 50,000.00 5.000 25,000.00 5.000 25,000.00 SF) 22 SEISMIC JOINT (HINGE EW) LS 150,000.0000 150,000.00 0.000 0.00 S) 23 SEISMIC JOINT (HINGE EE) LS 150,000.0000 150,000.00 0.000 0.00 S) 24 SEISMIC JOINT (HINGE FW) LS 150,000.0000 150,000.00 0.000 0.00 S) 25 SEISMIC JOINT (ABUTMENT E23L) LS 120,000.0000 120,000.00 0.000 0.00 S) 26 BIKEPATH EXPANSION JOINT M 2,000.0000 10,000.00 0.000 0.00 S) 27 INSTALL CIRCULAR SEGMENTED BEARING EA 750.0000 48,000.00 0.000 0.00 S) (HINGE E) 28 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 4,980,000.00 11,000.000 22,000.00 21,000.000 42,000.00 SF) 29 BAR REINFORCING STEEL (BARRIER SLAB) KG 3.0000 54,900.00 0.000 0.00 SF) 30 BAR REINFORCING STEEL (EPOXY COATED) KG 2.4000 12,912,000.00 480,000.000 1,152,000.00 2,537,641.000 6,090,338.40 SF)(BRIDGE) PROGRAM CAS145 PAGE 6 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 08:20 AM ESTIMATE NO. 14 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 HEADED BAR REINFORCEMENT EA 26.0000 2,548,000.00 8,100.000 210,600.00 48,600.000 1,263,600.00 SF) 32 SERVICE PLATFORM EA 50,000.0000 150,000.00 0.000 0.00 SF) 33 INSTALL STRUCTURAL STEEL (BRIDGE) EA 15,000.0000 60,000.00 0.000 0.00 SF)(PIPE BEAM) 34 FURNISH SIGN STRUCTURE (TRUSS) KG 15.0000 113,115.00 0.000 0.00 F) 35 INSTALL SIGN STRUCTURE (TRUSS) KG 1.5000 11,311.50 0.000 0.00 SF) 36 FURNISH SINGLE SHEET ALUMINUM SIGN M2 250.0000 375.00 0.000 0.00 (1.6 MM-FRAMED) 37 FURNISH SINGLE SHEET ALUMINUM SIGN M2 250.0000 3,000.00 12.000 3,000.00 (2.0 MM-FRAMED) 38 ROADSIDE SIGN - ONE POST EA 300.0000 600.00 0.000 0.00 39 ROADSIDE SIGN - TWO POST EA 600.0000 1,200.00 2.000 1,200.00 40 TIMBER BULKHEAD EA 500.0000 1,000.00 0.000 0.00 41 450 MM PLASTIC PIPE M 520.0000 23,920.00 0.000 0.00 42 600 MM PLASTIC PIPE M 413.0000 247,800.00 0.000 0.00 43 450 MM (ALTERNATIVE SLOTTED PIPE) M 200.0000 132,000.00 0.000 0.00 44 JACKED 915 MM WELDED STEEL PIPE M 2,500.0000 172,500.00 0.000 0.00 S) 45 CLASS 3 PERMEABLE MATERIAL M3 150.0000 22,500.00 0.000 0.00 46 ROCK SLOPE PROTECTION (1T, METHOD B) M3 275.0000 354,750.00 0.000 0.00 47 GEOTEXTILE REINFORCEMENT FABRIC M2 2.2000 1,430.00 0.000 0.00 48 GEOTEXTILE FILTER FABRIC M2 1.6500 1,419.00 0.000 0.00 49 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 8,500.00 0.000 0.00 CONSTRUCTION) 50 MISCELLANEOUS IRON AND STEEL KG 6.0000 22,152.00 0.000 0.00 SF) 51 MISCELLANEOUS METAL KG 5.0000 9,800.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 52 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 1,490,000.00 6,000.000 60,000.00 6,000.000 60,000.00 SF) 53 BRIDGE DECK DRAINAGE SYSTEM LS 120,000.0000 120,000.00 0.000 0.00 SF) 54 CHAIN LINK FENCE (TYPE CL-2.4) M 200.0000 4,400.00 0.000 0.00 55 2.4 M CHAIN LINK GATE (TYPE CL-2.4) EA 2,500.0000 5,000.00 0.000 0.00 56 QWICK KURB CHANNELIZER SYSTEM M 350.0000 133,000.00 0.000 0.00 S) 57 DELINEATOR (CLASS 1) EA 60.0000 2,700.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 08:20 AM ESTIMATE NO. 14 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 GUARD RAILING DELINEATOR EA 50.0000 6,500.00 0.000 0.00 59 CONCRETE BARRIER (TYPE K) M 150.0000 225,000.00 988.000 148,200.00 60 BIKEPATH RAILING M 500.0000 185,000.00 0.000 0.00 SF) 61 CRASH CUSHION MODULE, SAND FILLED EA 500.0000 7,000.00 0.000 0.00 S) 62 CONCRETE BARRIER (TYPE 60S) M 150.0000 9,750.00 0.000 0.00 63 CONCRETE BARRIER (TYPE 60SC) M 170.0000 79,900.00 0.000 0.00 64 CONCRETE BARRIER (TYPE 732 MODIFIED) M 180.0000 256,680.00 0.000 0.00 F) 65 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 10,060.00 404.000 808.00 S) 66 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,440.00 1,066.000 2,132.00 S) (BROKEN 10.98 M - 3.66 M) 67 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,800.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 68 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 2,790.00 0.000 0.00 S) 69 PAINT PAVEMENT MARKING M2 500.0000 1,200.00 0.000 0.00 S) 70 PARKING BUMPER (PRECAST CONCRETE) EA 400.0000 800.00 0.000 0.00 71 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 1,410.00 540.000 1,620.00 S) 72 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 2,250.00 140.000 700.00 S) 73 TEMPORARY UNDERGROUND AND ROADWAY LS 200,000.0000 200,000.00 0.894 178,800.00 S) AT-GRADE 74 UNDERGROUND AND ROADWAY AT-GRADE LS 2000,000.0000 2,000,000.00 0.686 1,372,000.00 S) 75 MOLE SUBSTATION ELECTRICAL LS 500,000.0000 500,000.00 0.000 0.00 S) 76 ROADWAY AND GIRDER LEVEL WESTBOUND LS 1000,000.0000 1,000,000.00 0.000 0.00 S) 77 ROADWAY AND GIRDER LEVEL EASTBOUND LS 500,000.0000 500,000.00 0.000 0.00 S) 78 SCADA REMOTE TERMINAL UNIT SYSTEM LS 100,000.0000 100,000.00 0.000 0.00 S) 79 STRONG MOTION DETECTION SYSTEM LS 250,000.0000 250,000.00 0.000 0.00 S) 80 CALL BOX SYSTEM LS 7,000.0000 7,000.00 0.000 0.00 S) 81 ROADWAY LIGHTING ASSEMBLY LS 100,000.0000 100,000.00 0.000 0.00 S) 82 TRAFFIC OPERATION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) 83 BUILDING WORK LS 350,000.0000 350,000.00 0.000 0.00 S) (MOLE SUBSTATION - ARCHITECTURAL) 84 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 08:20 AM ESTIMATE NO. 14 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 REMOVE TEMPORARY ACCESS TRESILE LS 100,000.0000 100,000.00 0.000 0.00 86 PHOTO SURVEY OF EXISTING FACILITIES LS 15,000.0000 15,000.00 0.500 7,500.00 87 ELECTRICAL SYSTEM ANALYSIS LS 35,000.0000 35,000.00 0.000 0.00 88 OTD MOBILIZATION LS 7111,444.0000 17,111,444.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120L4 TIME 08:20 AM ESTIMATE NO. 14 BID OPENING 06/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 6,209,590.00 79,566,496.40 ADJUSTMENT OF COMPENSATION 0.00 18,132,002.42 EXTRA WORK 42,177.44 1,525,483.04 SUBTOTAL AMOUNT EARNED 6,251,767.44 99,223,981.86 ORIGINAL CONTRACT AMOUNT 177,777,777.50 TOTAL WORK COMPLETED 6,251,767.44 99,223,981.86 MATERIALS ON HAND ON SITE 4,092,667.20 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -697,960.10 -3,682,902.16 TOTAL 5,553,807.34 99,633,746.90 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 08/07/07 650 08/22/07 10/01/07 06/02/09 358 0 14 0 54% 54% PROGRESS IS SATISFACTORY GHAFGHAZI, BEN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/21/08