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 06/13/09 EST. NO.06 TIME 08:42 AM R.E. NAME: S RAY NOZZARI 04-0A10U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0001 54,573.75 E.W. @ U.P (+) 052509 N 1 0 007 0002-1 -1,183.12 E.W. @ F.A.(+) 012009 N 462120 DAO CORRECTING ENTRY 014 0005 2,178.17 E.W. @ F.A.(+) 051909 N 0056.0 0006 2,143.13 052109 N 0057.0 0007 2,434.36 052209 N 0058.0 015 0005 1,726.95 E.W. @ F.A.(+) 022309 N 0018.0 0009 2,041.09 031909 N 0029.0 030 0001 1,110.54 E.W. @ F.A.(+) 031909 N 0031.0 031 0001 850.18 E.W. @ F.A.(+) 032709 N 0035.0 0002 1,529.09 033009 N 0043.0 037 0001 1,914.90 E.W. @ F.A.(+) 033009 N 0045.0 69,319.04 TOTAL THIS ESTIMATE 45,408.19 TOTAL PREVIOUS ESTIMATE 114,727.23 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 06/13/09 EST. NO.06 TIME 08:42 AM R.E. NAME: S RAY NOZZARI 04-0A10U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:42 AM ESTIMATE NO. 06 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 06/13/09 LOCATION PROGRESS ESTIMATE 04-SON-101-21.7/29.3 ----------------- OC JONES & SONS, INC IN SONOMA COUNTY IN AND NEAR SANTA 1520 FORTH STREET ROSA AND AT WINDSOR FROM 0.5 KM BERKELEY, CA 94710 N OF STEELE LANE UNDERCROSSING TO 0.5 KM N OF WINDSOR LANE UC FED. AID NO. ACNH-Q101(148)E ,HPLU-6204(69) ,L-6204(69) WIDEN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250.00 02 TIME-RELATED OVERHEAD LS 500,000.0000 500,000.00 0.111 55,500.00 0.145 72,500.00 03 TEMPORARY FENCE (TYPE ESA) M 6.0000 12,300.00 1,275.800 7,654.80 3,502.000 21,012.00 04 CONSTRUCTION SITE MANAGEMENT LS 70,000.0000 70,000.00 0.045 3,150.00 0.145 10,150.00 05 HEALTH AND SAFETY PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 06 PREPARE STORM WATER POLLUTION LS 7,000.0000 7,000.00 0.500 3,500.00 S) PREVENTION PLAN 07 TEMPORARY SILT FENCE M 6.0000 140,400.00 2,646.000 15,876.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 28,000.00 5.000 10,000.00 6.000 12,000.00 09 DEWATERING/NON STORM WATER DISCHARGE LS 50,000.0000 50,000.00 0.000 0.00 10 TEMPORARY CHECK DAM M 10.0000 2,400.00 3,656.000 36,560.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 18,750.00 38.000 9,500.00 12 STREET SWEEPING LS 50,000.0000 50,000.00 0.000 0.00 13 TEMPORARY CONCRETE WASHOUT BIN EA 1,200.0000 52,800.00 0.000 0.00 14 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.750 18,750.00 S) 15 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.111 22,200.00 0.145 29,000.00 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 11,000.00 20.000 500.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.160 4,800.00 0.300 9,000.00 S) 18 TEMPORARY RAILING (TYPE K) M 21.0000 1,396,500.00 189.100 3,971.10 15,198.574 319,170.05 S) 19 TEMPORARY CRASH CUSHION MODULE EA 175.0000 11,200.00 33.000 5,775.00 55.000 9,625.00 S) 20 ABANDON CULVERT M 65.0000 10,400.00 133.700 8,690.50 21 OBLITERATE SURFACING M2 4.0000 20,360.00 621.500 2,486.00 22 REMOVE FENCE M 10.0000 12,800.00 271.270 2,712.70 371.270 3,712.70 PROGRAM CAS145 PAGE 2 DATE 06/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:42 AM ESTIMATE NO. 06 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 06/13/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE METAL BEAM GUARD RAILING M 12.0000 12,000.00 0.000 0.00 24 REMOVE FLARED END SECTION EA 200.0000 1,600.00 0.000 0.00 25 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.4000 41,160.00 22,566.000 31,592.40 22,874.000 32,023.60 STRIPE 26 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.7000 30,520.00 7,102.300 4,971.61 27 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 3,600.00 39.110 1,173.30 28 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.7000 95,200.00 0.000 0.00 (STAGE CONSTRUCTION) 29 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 100.0000 230.00 0.000 0.00 (STAGE CONSTRUCTION) 30 REMOVE PAVEMENT MARKER EA 0.5000 12,050.00 0.000 0.00 (STAGE CONSTRUCTION) 31 REMOVE PAVEMENT MARKER EA 0.5000 10,200.00 9,608.000 4,804.00 32 REMOVE ROADSIDE SIGN EA 100.0000 1,000.00 0.000 0.00 33 REMOVE SIGN STRUCTURE EA 5,000.0000 65,000.00 0.000 0.00 34 REMOVE PIPE M 120.0000 11,400.00 11.000 1,320.00 11.000 1,320.00 35 REMOVE INLET EA 500.0000 5,000.00 2.000 1,000.00 36 REMOVE HEADWALL EA 1,000.0000 29,000.00 6.000 6,000.00 6.000 6,000.00 37 REMOVE REINFORCED CONCRETE BOX CULVERT M3 1,000.0000 2,000.00 1.600 1,600.00 1.600 1,600.00 38 REMOVE DOUBLE THRIE BEAM BARRIER M 10.0000 99,600.00 9,950.500 99,505.00 39 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0.00 40 ADJUST INLET EA 1,500.0000 3,000.00 1.000 1,500.00 41 MODIFY INLET EA 1,500.0000 6,000.00 1.000 1,500.00 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 26,640.00 0.000 0.00 S) 43 REMOVE CONCRETE M3 200.0000 17,400.00 16.400 3,280.00 16.400 3,280.00 44 REMOVE CONCRETE BARRIER M 40.0000 39,600.00 793.800 31,752.00 45 CLEAN BRIDGE DECK M2 4.0000 8,480.00 0.000 0.00 46 VIBRATION MONITORING LS 15,000.0000 15,000.00 0.000 0.00 S) 47 CAP INLET EA 1,000.0000 24,000.00 21.000 21,000.00 48 REMOVE CRASH CUSHION ARRAY (SAND FILLED) EA 900.0000 9,900.00 0.000 0.00 49 BRIDGE REMOVAL (PORTION), LOCATION A LS 50,000.0000 50,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 3 DATE 06/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:42 AM ESTIMATE NO. 06 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 06/13/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,000.0000 30,000.00 0.000 0.00 F) 51 BRIDGE REMOVAL (PORTION), LOCATION C LS 30,000.0000 30,000.00 0.000 0.00 F) 52 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.500 25,000.00 53 REMOVE TREE EA 500.0000 225,000.00 456.000 228,000.00 54 ROADWAY EXCAVATION M3 22.0000 2,420,000.00 28,369.000 624,118.00 49,166.300 1,081,658.60 55 ROADWAY EXCAVATION (TYPE Y-1) M3 16.0000 305,600.00 7,102.000 113,632.00 22,518.960 360,303.36 (AERIALLY DEPOSITED LEAD) 56 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 57 STRUCTURE EXCAVATION (BRIDGE) M3 300.0000 68,400.00 0.000 0.00 F) 58 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.0000 107,765.00 126.000 4,410.00 126.000 4,410.00 F) 59 STRUCTURE EXCAVATION (TYPE Y-1) M3 100.0000 3,200.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) (RETAINING WALL) 60 STRUCTURE BACKFILL (BRIDGE) M3 300.0000 36,600.00 0.000 0.00 F) 61 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 236,850.00 45.000 3,375.00 45.000 3,375.00 F) 62 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 16,500.00 0.000 0.00 F) WALL) 63 SAND BACKFILL M3 200.0000 4,600.00 0.000 0.00 64 EROSION CONTROL (TYPE D) HA 7,500.0000 75,000.00 0.000 0.00 S) 65 BIOFILTRATION STRIPS HA 35,000.0000 59,500.00 0.000 0.00 S) 66 EROSION CONTROL (NETTING) M2 4.0000 17,200.00 0.000 0.00 S) 67 FIBER ROLLS M 5.0000 127,500.00 0.000 0.00 68 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 0.000 0.00 S) 69 WATER METER (50 MM) EA 10,000.0000 60,000.00 0.000 0.00 S) 70 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE EA 2,500.0000 15,000.00 0.000 0.00 S) 71 50 MM BACKFLOW PREVENTER ASSEMBLY EA 3,000.0000 18,000.00 0.000 0.00 S) 72 200 MM CORRUGATED HIGH DENSITY M 225.0000 36,000.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 73 LIME TONN 173.0000 1,188,510.00 2,883.660 498,873.18 2,883.660 498,873.18 74 LIME STABILIZATION M2 2.8000 406,000.00 50,207.000 140,579.60 50,207.000 140,579.60 75 CLASS 4 AGGREGATE SUBBASE M3 11.0000 514,800.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:42 AM ESTIMATE NO. 06 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 06/13/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 CLASS 3 AGGREGATE BASE M3 70.0000 435,400.00 0.000 0.00 77 ASPHALTIC EMULSION (CURING SEAL) TONN 800.0000 77,600.00 0.000 0.00 78 LEAN CONCRETE BASE M3 170.0000 6,630,000.00 5,212.000 886,040.00 5,212.000 886,040.00 79 ASPHALT CONCRETE TONN 125.0000 24,750,000.00 2,277.980 284,747.50 80 ASPHALT CONCRETE (OPEN GRADED) TONN 145.0000 3,378,500.00 0.000 0.00 81 ASPHALT CONCRETE (LEVELING) TONN 125.0000 2,300,000.00 0.000 0.00 82 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 160.0000 7,232,000.00 0.000 0.00 83 PAVING ASPHALT (BINDER-PAVEMENT TONN 10.0000 4,200.00 0.000 0.00 REINFORCING FABRIC) 84 PAVEMENT REINFORCING FABRIC M2 1.9000 342,000.00 0.000 0.00 85 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 3,600.00 0.000 0.00 AREA) 86 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.5000 840.00 0.000 0.00 87 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 9,695.00 0.000 0.00 88 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.5000 700.00 0.000 0.00 89 SHOULDER RUMBLE STRIP STA 70.0000 16,800.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 90 REPLACE CONCRETE PAVEMENT M3 650.0000 2,405,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 91 TIE BAR (DRILL AND BOND) EA 20.0000 47,200.00 0.000 0.00 92 CRACK EXISTING CONCRETE PAVEMENT M2 0.6000 92,400.00 0.000 0.00 93 GRIND EXISTING CONCRETE M2 19.0000 46,740.00 0.000 0.00 S) PAVEMENT 94 FURNISH PILING (CLASS 900) M 35.0000 9,555.00 0.000 0.00 (ALTERNATIVE Y) 95 DRIVE PILE (CLASS 900) (ALTERNATIVE Y) EA 2,500.0000 50,000.00 0.000 0.00 S) 96 FURNISH PILING (CLASS 900) M 45.0000 17,595.00 0.000 0.00 97 DRIVE PILE (CLASS 900) EA 2,500.0000 75,000.00 0.000 0.00 S) 98 FURNISH PILING (CLASS 625 MODIFIED) M 40.0000 4,040.00 0.000 0.00 99 DRIVE PILE (CLASS 625 MODIFIED) EA 2,500.0000 20,000.00 0.000 0.00 S) 00 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 480,000.00 0.000 0.00 F) 01 STRUCTURAL CONCRETE, RETAINING WALL M3 750.0000 840,000.00 20.000 15,000.00 20.000 15,000.00 F) 02 CLASS 2 CONCRETE (BOX CULVERT) M3 1,900.0000 399,000.00 24.200 45,980.00 24.200 45,980.00 PROGRAM CAS145 PAGE 5 DATE 06/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:42 AM ESTIMATE NO. 06 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 06/13/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 CLASS 2 CONCRETE (WINGWALLS) M3 2,500.0000 13,000.00 0.000 0.00 04 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 239,400.00 6.500 9,100.00 F) 05 MINOR CONCRETE (BACKFILL) M3 260.0000 93,600.00 448.800 116,688.00 06 FRACTURED RIB TEXTURE M2 100.0000 48,300.00 0.000 0.00 F) 07 DRILL AND BOND DOWEL M 50.0000 21,450.00 0.000 0.00 08 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 100.0000 3,600.00 0.000 0.00 09 RAPID SETTING CONCRETE (PATCH) M3 5,000.0000 5,000.00 0.000 0.00 10 REFINISH BRIDGE DECK M2 100.0000 13,600.00 0.000 0.00 F) 11 BAR REINFORCING STEEL (BRIDGE) KG 2.7500 225,874.00 0.000 0.00 12 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 169,556.00 1,285.000 5,140.00 1,285.000 5,140.00 SF) 13 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 21,568.00 3,388.000 3,388.00 3,388.000 3,388.00 SF) 14 BAR REINFORCING STEEL (WINGWALL) KG 20.0000 3,100.00 0.000 0.00 SF) 15 TREAT BRIDGE DECK M2 3.0000 6,333.00 0.000 0.00 F) 16 FURNISH BRIDGE DECK TREATMENT MATERIAL L 17.0000 16,490.00 0.000 0.00 17 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 2,589,180.00 0.000 0.00 F) 18 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 117,690.00 0.000 0.00 SF) 19 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 75,000.00 0.000 0.00 20 FURNISH LAMINATED PANEL SIGN M2 200.0000 7,000.00 0.000 0.00 (25.4 MM-TYPE A) 21 FURNISH LAMINATED PANEL SIGN M2 180.0000 1,980.00 0.000 0.00 (25.4 MM-TYPE B) 22 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 9,600.00 0.000 0.00 (1.6 MM-UNFRAMED) 23 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 3,900.00 0.000 0.00 (2.0 MM-UNFRAMED) 24 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 3,360.00 0.000 0.00 (2.0 MM-FRAMED) 25 1524 MM CAST-IN-DRILLED-HOLE M 2,600.0000 572,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 26 METAL (RAIL MOUNTED SIGN) KG 15.0000 35,100.00 0.000 0.00 27 ROADSIDE SIGN - ONE POST EA 250.0000 3,000.00 0.000 0.00 28 ROADSIDE SIGN - TWO POST EA 600.0000 2,400.00 0.000 0.00 29 INSTALL SIGN OVERLAY M2 100.0000 300.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:42 AM ESTIMATE NO. 06 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 06/13/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 INSTALL SIGN PANEL ON EXISTING FRAME M2 20.0000 680.00 0.000 0.00 31 INSTALL ROADSIDE SIGN EA 1,000.0000 1,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 32 PREPARE AND PAINT POSTMILE MARKINGS ON M2 40.0000 880.00 0.000 0.00 CONCRETE BARRIER 33 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 210.0000 338,100.00 73.152 15,361.92 786.382 165,140.22 34 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 210.0000 132,300.00 333.000 69,930.00 35 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 250.0000 87,500.00 0.000 0.00 36 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 260.0000 65,000.00 184.500 47,970.00 37 900 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 470.0000 32,900.00 0.000 0.00 38 1050 MM ALTERNATIVE PIPE CULVERT M 480.0000 48,000.00 0.000 0.00 (TYPE B) 39 450 MM REINFORCED CONCRETE PIPE M 600.0000 10,800.00 0.000 0.00 40 600 MM REINFORCED CONCRETE PIPE M 450.0000 43,200.00 0.000 0.00 41 750 MM REINFORCED CONCRETE PIPE M 600.0000 7,800.00 0.000 0.00 42 1050 MM REINFORCED CONCRETE PIPE M 800.0000 4,000.00 0.000 0.00 43 300 MM SLOTTED CORRUGATED STEEL PIPE M 500.0000 26,000.00 0.000 0.00 (2.01 MM THICK) 44 450 MM SLOTTED CORRUGATED STEEL PIPE M 550.0000 53,350.00 0.000 0.00 (2.01 MM THICK) 45 450 MM CONCRETE FLARED END SECTION EA 400.0000 1,200.00 0.000 0.00 46 600 MM CONCRETE FLARED END SECTION EA 500.0000 1,500.00 0.000 0.00 47 750 MM CONCRETE FLARED END SECTION EA 800.0000 1,600.00 0.000 0.00 48 1050 MM CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 0.000 0.00 49 450 MM ALTERNATIVE FLARED END SECTION EA 350.0000 3,500.00 0.000 0.00 50 600 MM ALTERNATIVE FLARED END SECTION EA 450.0000 900.00 0.000 0.00 51 900 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0.00 52 ROCK SLOPE PROTECTION M3 250.0000 15,250.00 0.000 0.00 (BACKING NO. 1, METHOD B) 53 CONCRETE (GUTTER LINING) M3 490.0000 25,480.00 0.000 0.00 54 CONCRETE (CHANNEL LINING) M3 1,800.0000 12,600.00 0.000 0.00 55 ROCK SLOPE PROTECTION FABRIC M2 15.0000 1,950.00 0.000 0.00 56 MINOR CONCRETE (MISCELLANEOUS M3 1,850.0000 240,500.00 5.500 10,175.00 CONSTRUCTION) PROGRAM CAS145 PAGE 7 DATE 06/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:42 AM ESTIMATE NO. 06 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 06/13/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 MINOR CONCRETE (BROOM FINISH) M2 48.0000 234,240.00 0.000 0.00 58 MISCELLANEOUS IRON AND STEEL KG 3.0000 54,324.00 296.000 888.00 SF) 59 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 60 CHAIN LINK FENCE (TYPE CL-1.2) M 48.0000 65,280.00 0.000 0.00 S) 61 CHAIN LINK FENCE (TYPE CL-1.8) M 270.0000 21,870.00 0.000 0.00 S) 62 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 6,000.00 0.000 0.00 S) 63 DELINEATOR (CLASS 1) EA 40.0000 11,200.00 0.000 0.00 64 GUARD RAILING DELINEATOR EA 12.0000 6,360.00 0.000 0.00 65 OBJECT MARKER (TYPE P) EA 50.0000 650.00 0.000 0.00 66 OBJECT MARKER (TYPE L-1) EA 45.0000 3,285.00 0.000 0.00 67 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 100,500.00 0.000 0.00 S) 68 TRANSITION RAILING (TYPE WB) EA 3,100.0000 114,700.00 0.000 0.00 S) 69 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 39,000.00 0.000 0.00 S) 70 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 215,600.00 0.000 0.00 S) 71 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 10,000.00 0.000 0.00 S) 72 CRASH CUSHION, SAND FILLED EA 6,000.0000 12,000.00 0.000 0.00 S) 73 CONCRETE BARRIER (TYPE 60) M 450.0000 175,500.00 0.000 0.00 74 CONCRETE BARRIER (TYPE 60A) M 250.0000 21,500.00 0.000 0.00 F) 75 CONCRETE BARRIER (TYPE 60C) M 190.0000 2,242,000.00 0.000 0.00 76 CONCRETE BARRIER (TYPE 60D) M 200.0000 46,000.00 0.000 0.00 77 CONCRETE BARRIER (TYPE 60R) M 780.0000 405,600.00 0.000 0.00 78 CONCRETE BARRIER (TYPE 736) M 250.0000 53,250.00 0.000 0.00 F) 79 CONCRETE BARRIER (TYPE 736A) M 220.0000 107,800.00 0.000 0.00 80 CONCRETE BARRIER (TYPE 736B) M 450.0000 117,000.00 0.000 0.00 81 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 15,000.00 0.000 0.00 S) 82 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 115.00 0.000 0.00 S) (STAGE CONSTRUCTION) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 34,800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 06/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:42 AM ESTIMATE NO. 06 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 06/13/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 4,440.00 0.000 0.00 S) 85 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,840.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 86 200 MM THERMOPLASTIC STRIPE (BROKEN M 2.0000 3,740.00 0.000 0.00 S) 3.66 M - 0.92 M) (STAGE CONSTRUCTION) 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,960.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 88 100 MM THERMOPLASTIC STRIPE M 2.0000 7,560.00 197.500 395.00 S) (BROKEN 5.18M - 2.14M) (STAGE CONSTRUCTION) 89 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 55,000.00 25,318.764 12,659.38 S) (STAGE CONSTRUCTION) 90 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 19,720.00 0.000 0.00 S) (STAGE CONSTRUCTION) 91 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 25,800.00 0.000 0.00 S) 92 PAVEMENT MARKER (NON REFLECTIVE) EA 4.0000 54,800.00 6,396.000 25,584.00 S) (STAGE CONSTRUCTION) 93 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 27,240.00 0.000 0.00 S) 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 41,600.00 3,256.000 13,024.00 S) (STAGE CONSTRUCTION) 95 CONCRETE BARRIER MARKER EA 35.0000 3,150.00 0.000 0.00 96 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 97 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.050 3,750.00 S) 98 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.050 5,000.00 S) 99 LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 0.000 0.00 S) (STAGE CONSTRUCTION-STAGE 2) 00 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.000 0.00 S) (LOCATION 1) 01 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 0.087 21,750.00 0.087 21,750.00 S) (LOCATION 2) 02 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.036 14,400.00 0.101 40,400.00 S) (LOCATION 3) 03 LIGHTING AND SIGN ILLUMINATION LS 350,000.0000 350,000.00 0.034 11,900.00 0.072 25,200.00 S) (LOCATION 4) 04 MODIFY SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 0.000 0.00 S) 05 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 350,000.0000 350,000.00 0.006 2,100.00 S) 06 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 300,000.0000 300,000.00 0.029 8,700.00 0.030 9,000.00 S) 07 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 300,000.0000 300,000.00 0.067 20,100.00 0.234 70,200.00 S) 08 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 350,000.0000 350,000.00 0.115 40,250.00 0.210 73,500.00 S) 09 CAMERA UNIT EA 5,000.0000 50,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 06/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:42 AM ESTIMATE NO. 06 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 06/13/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 10 PAN/TILT UNIT EA 5,000.0000 50,000.00 0.000 0.00 S) 11 CAMERA CONTROL UNIT EA 5,000.0000 50,000.00 0.000 0.00 S) 12 VIDEO ENCODER UNIT EA 30,000.0000 300,000.00 0.000 0.00 S) 13 INTEGRATED SERVICE DIGITAL NETWORK EA 1,500.0000 15,000.00 0.000 0.00 S) (ISDN) TERMINAL ADAPTOR 14 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,500.0000 25,000.00 0.000 0.00 S) WIRELESS MODEM ASSEMBLY 15 DIAL-UP MODEM FOR CHANGEABLE EA 2,000.0000 24,000.00 0.000 0.00 S) MESSAGE SIGN 16 EXTINGUISHABLE MESSAGE SIGN RADIO EA 2,000.0000 6,000.00 0.000 0.00 S) CONTROLLER ASSEMBLY 17 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 15,000.0000 45,000.00 0.000 0.00 S) 18 HIGHWAY ADVISORY RADIO SYSTEM EA 50,000.0000 50,000.00 0.000 0.00 S) 19 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 20 COMPOST, INCORPORATE M2 9.0000 127,800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 06/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:42 AM ESTIMATE NO. 06 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 06/13/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,632,553.70 5,108,660.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 69,319.04 114,727.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,701,872.74 5,223,387.83 21 MOBILIZATION LS 5540,000.0000 5,540,000.00 0.500 2,770,000.00 0.500 2,770,000.00 ORIGINAL CONTRACT AMOUNT 77,801,475.00 TOTAL WORK COMPLETED 5,471,872.74 7,993,387.83 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 5,471,872.74 7,993,387.83 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 11/14/08 234 01/08/09 04/15/09 04/05/11 29 65 0 0 10% 12% PROGRESS IS SATISFACTORY S RAY NOZZARI RESIDENT ENGINEER PROGRAM CAS145 DATE 06/13/09