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 08/26/09 EST. NO.08 TIME 01:54 PM R.E. NAME: MURPHY, ROD 03-0A6334 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 017 0002 1,606.38 E.W. @ F.A.(+) 062609 N 0066.0 1,606.38 TOTAL THIS ESTIMATE 31,355.87 TOTAL PREVIOUS ESTIMATE 32,962.25 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 08/26/09 EST. NO.08 TIME 01:54 PM R.E. NAME: MURPHY, ROD 03-0A6334 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 12/08 -2,000.00 03 RETURN 12/08 DEDUCT 2,000.00 05 PER LTR DATED 7/09 -10,000.00 07 PER LTR DATED 8/09 -10,000.00 08 -10,000.00 -20,000.00 OVERBID ITEMS OVERBID ITEM NO. 176 -28.55 04 OVERBID ITEM NO. 176 -14.27 06 0.00 -42.82 TOTAL DEDUCTIONS -10,000.00 -20,042.82 PROGRAM CAS145 PAGE 1 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 01:54 PM ESTIMATE NO. 08 BID OPENING 07/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 08/26/09 LOCATION RERUN PROGRESS ESTIMATE 03-NEV-80-R5.2/R13.3 ----------------------- R AND L BROSAMER INC IN NEVADA COUNTY NEAR TRUCKEE FROM 1777 OAKLAND BLVD SUITE 300 1.0 MILE EAST OF THE CASTLE PEAK WALNUT CREEK CA 94596 ROAD UNDERCROSSING TO 2.1 MILES EAST OF DONNER LAKE UNDERCROSSING AND AT DONNER PARK OVERCROSSING FED. AID NO. N O N E PORTLAND CEMENT CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.066 660.00 0.742 7,420.00 02 TIME-RELATED OVERHEAD WDAY 13,870.0000 4,577,100.00 22.000 305,140.00 80.000 1,109,600.00 03 TEMPORARY FENCE (TYPE ESA) LF 4.0000 83,600.00 6,194.000 24,776.00 04 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 0.066 9,900.00 0.262 39,300.00 05 HEALTH, SAFETY, AND WORK PLAN LS 5,000.0000 5,000.00 0.066 330.00 0.742 3,710.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.066 165.00 0.742 1,855.00 S) PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 2.5000 265,000.00 168.000 420.00 3,560.000 8,900.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,750.0000 10,500.00 1.000 1,750.00 2.000 3,500.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 38,400.00 1.000 3,200.00 2.000 6,400.00 10 TEMPORARY COVER SQYD 2.0000 35,000.00 777.900 1,555.80 844.500 1,689.00 11 TEMPORARY CHECK DAM LF 6.0000 38,400.00 102.500 615.00 683.500 4,101.00 12 MOVE-IN/MOVE-OUT EA 500.0000 4,500.00 1.000 500.00 1.000 500.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 64,000.00 5.000 2,000.00 7.000 2,800.00 14 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 44,000.00 2,420.000 2,420.00 2,420.000 2,420.00 S) (POLYMER STABILIZED FIBER MATRIX) 15 STREET SWEEPING LS 100,000.0000 100,000.00 0.066 6,600.00 0.242 24,200.00 16 TEMPORARY DRAINAGE INLET COVER EA 1,200.0000 34,800.00 6.000 7,200.00 6.000 7,200.00 17 PROTECTION OF MIGRATORY BIRDS LS 52,000.0000 52,000.00 0.676 35,152.00 18 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.066 3,960.00 0.492 29,520.00 S) 19 TRAFFIC CONTROL SYSTEM LS 450,000.0000 450,000.00 0.066 29,700.00 0.242 108,900.00 S) 20 TYPE III BARRICADE EA 100.0000 1,300.00 0.000 0.00 S) 21 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.8000 75,960.00 0.000 0.00 S) 22 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 10.0000 5,100.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 01:54 PM ESTIMATE NO. 08 BID OPENING 07/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3500 144,550.00 43,793.000 15,327.55 117,248.000 41,036.80 S) 24 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 660.00 0.000 0.00 S) 25 TRAFFIC PLASTIC DRUM EA 120.0000 171,600.00 231.000 27,720.00 S) 26 FLASHING BEACON (PORTABLE) EA 19,200.0000 76,800.00 2.000 38,400.00 S) 27 TEMPORARY METAL BEAM GUARD RAILING LF 110.0000 8,250.00 0.000 0.00 S) 28 TEMPORARY ALTERNATIVE FLARED TERMINAL EA 2,500.0000 5,000.00 0.000 0.00 S) SYSTEM 29 PORTABLE CHANGEABLE MESSAGE SIGN LS 84,000.0000 84,000.00 0.066 5,544.00 0.242 20,328.00 S) 30 TEMPORARY RAILING (TYPE K) LF 12.0000 1,656,000.00 10,000.000 120,000.00 22,380.000 268,560.00 S) 31 TEMPORARY CRASH CUSHION MODULE EA 210.0000 14,700.00 14.000 2,940.00 14.000 2,940.00 S) 32 ABANDON CULVERT EA 650.0000 1,300.00 0.000 0.00 33 REMOVE METAL BEAM GUARD RAILING LF 6.0000 222,000.00 4,236.800 25,420.80 14,543.200 87,259.20 S) 34 REMOVE FLARED END SECTION EA 28.0000 616.00 5.000 140.00 5.000 140.00 35 REMOVE TRAFFIC STRIPE LF 2.0000 196,400.00 0.000 0.00 S) 36 REMOVE TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.5000 315,000.00 1,661.000 2,491.50 1,661.000 2,491.50 S) 37 REMOVE ROADSIDE SIGN EA 100.0000 5,600.00 0.000 0.00 38 REMOVE SIGN STRUCTURE EA 10,000.0000 10,000.00 0.000 0.00 39 REMOVE CULVERT LF 110.0000 20,900.00 0.000 0.00 40 REMOVE INLET EA 1,700.0000 8,500.00 2.000 3,400.00 2.000 3,400.00 41 REMOVE DOWNDRAIN EA 1,300.0000 13,000.00 1.000 1,300.00 42 REMOVE CONCRETE DECK SURFACE SQFT 2.0000 43,420.00 0.000 0.00 43 RELAY ENTRANCE TAPER AND PIPE DOWNDRAIN EA 3,000.0000 27,000.00 0.000 0.00 44 RESET ROADSIDE SIGN EA 250.0000 1,750.00 2.000 500.00 45 RELOCATE ROADSIDE SIGN EA 300.0000 3,600.00 2.000 600.00 46 RELOCATE SIGN STRUCTURE EA 10,000.0000 20,000.00 0.000 0.00 47 MODIFY SIGN STRUCTURE EA 5,000.0000 10,000.00 0.000 0.00 (SAFETY CABLE RETROFIT) 48 16" PLASTIC PIPELINER LF 360.0000 32,760.00 0.000 0.00 49 22" PLASTIC PIPELINER LF 305.0000 335,500.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 01:54 PM ESTIMATE NO. 08 BID OPENING 07/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 28" PLASTIC PIPELINER LF 330.0000 231,000.00 0.000 0.00 51 34" PLASTIC PIPELINER LF 450.0000 58,500.00 0.000 0.00 52 24" CURED-IN-PLACE PIPE LINER LF 245.0000 514,500.00 0.000 0.00 53 30" CURED-IN-PLACE PIPE LINER LF 282.0000 448,380.00 0.000 0.00 54 42" CURED-IN-PLACE PIPE LINER LF 390.0000 120,900.00 0.000 0.00 55 48" CURED-IN-PLACE PIPE LINER LF 490.0000 102,900.00 0.000 0.00 56 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.4000 27,234.00 0.000 0.00 S) 57 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 29,230.00 0.000 0.00 F) 58 BRIDGE REMOVAL (PORTION), LOCATION A LS 85,000.0000 85,000.00 0.000 0.00 59 BRIDGE REMOVAL (PORTION), LOCATION B LS 85,000.0000 85,000.00 0.500 42,500.00 60 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.850 170,000.00 61 ROADWAY EXCAVATION CY 30.0000 4,920,000.00 15,934.000 478,020.00 38,553.000 1,156,590.00 62 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.560 5,600.00 S) 63 SAND BACKFILL CY 280.0000 4,200.00 0.000 0.00 64 DITCH EXCAVATION CY 28.0000 12,600.00 70.000 1,960.00 70.000 1,960.00 65 IMPORTED BORROW CY 24.0000 108,480.00 798.000 19,152.00 798.000 19,152.00 66 HIGHWAY PLANTING LS 42,000.0000 42,000.00 0.000 0.00 S) 67 IMPORTED TOPSOIL CY 44.0000 107,360.00 0.000 0.00 68 BOULDER PLACEMENT LS 25,000.0000 25,000.00 0.000 0.00 69 LOG PLACEMENT EA 650.0000 7,150.00 0.000 0.00 70 CLAY LAYER SQYD 5.0000 11,500.00 0.000 0.00 71 EROSION CONTROL (HYDRAULIC MATRIX) SQYD 0.5000 14,900.00 9,680.000 4,840.00 9,680.000 4,840.00 S) 72 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 7,200.00 1.000 600.00 1.000 600.00 S) 73 PLANT ESTABLISHMENT WORK LS 55,000.0000 55,000.00 0.000 0.00 S) 74 IRRIGATION SYSTEM LS 16,000.0000 16,000.00 0.000 0.00 S) 75 CLASS 2 AGGREGATE BASE CY 30.0000 765,000.00 214.000 6,420.00 2,587.000 77,610.00 76 AGGREGATE BASE (APPROACH SLAB) CY 300.0000 8,400.00 7.000 2,100.00 PROGRAM CAS145 PAGE 4 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 01:54 PM ESTIMATE NO. 08 BID OPENING 07/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 LEAN CONCRETE BASE CY 80.0000 2,648,000.00 4,157.000 332,560.00 78 HOT MIX ASPHALT (TYPE A) TON 124.0000 5,914,800.00 941.770 116,779.48 8,139.020 1,009,238.48 79 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 7.0000 24,640.00 0.000 0.00 80 SHOULDER RUMBLE STRIP STA 22.0000 11,220.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 81 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 1,710.00 199.000 597.00 199.000 597.00 82 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 151,800.00 3,318.000 9,954.00 3,318.000 9,954.00 83 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 45,600.00 4,791.000 14,373.00 4,791.000 14,373.00 84 PLACE HOT MIX ASPHALT SQYD 5.0000 16,350.00 521.760 2,608.80 521.760 2,608.80 (MISCELLANEOUS AREA) 85 CONCRETE PAVEMENT CY 171.0000 12,346,200.00 11,304.100 1,933,001.10 86 SHOULDER RUMBLE STRIP STA 125.0000 56,250.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 87 SEAL PAVEMENT JOINT LF 1.7000 302,600.00 32,471.000 55,200.70 32,471.000 55,200.70 88 SEAL LONGITUDINAL ISOLATION JOINT LF 4.0000 291,200.00 0.000 0.00 89 GRIND EXISTING CONCRETE SQYD 10.0000 149,000.00 11,190.000 111,900.00 S) PAVEMENT 90 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 282,000.00 72.250 72,250.00 (TYPE R) 91 CLASS 1 CONCRETE (MINOR STRUCTURE) CY 1,000.0000 389,000.00 73.750 73,750.00 125.550 125,550.00 F) 92 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 364,800.00 68.040 108,864.00 F) 93 MINOR CONCRETE (INVERT PAVING) CY 2,800.0000 92,400.00 0.000 0.00 94 CLEAN EXPANSION JOINT LF 35.0000 7,840.00 0.000 0.00 95 FURNISH POLYESTER CONCRETE OVERLAY CF 100.0000 243,000.00 0.000 0.00 96 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.0000 29,230.00 0.000 0.00 F) 97 SNOWPLOW DEFLECTOR EA 220.0000 19,140.00 0.000 0.00 F) 98 JOINT SEAL (MR 1/2") LF 90.0000 20,250.00 0.000 0.00 S) 99 JOINT SEAL (MR 1") LF 150.0000 33,600.00 0.000 0.00 S) 00 FURNISH SIGN STRUCTURE (TRUSS) LB 6.0000 260,808.00 0.000 0.00 F) 01 INSTALL SIGN STRUCTURE (TRUSS) LB 1.0000 42,802.00 0.000 0.00 SF) 02 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.0000 11,200.00 0.000 0.00 03 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 20.0000 1,200.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 01:54 PM ESTIMATE NO. 08 BID OPENING 07/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 3,520.00 0.000 0.00 (0.063"-UNFRAMED) 05 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 14,520.00 0.000 0.00 (0.080"-UNFRAMED) 06 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 2,160.00 0.000 0.00 (0.063"-FRAMED) 07 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.0000 6,000.00 0.000 0.00 (0.080"-FRAMED) 08 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 6,000.0000 576,000.00 0.000 0.00 S) (SIGN FOUNDATION) 09 ROADSIDE SIGN - ONE POST EA 350.0000 18,200.00 0.000 0.00 10 ROADSIDE SIGN - TWO POST EA 500.0000 5,500.00 0.000 0.00 11 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 1,200.00 0.000 0.00 METHOD) 12 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 7.0000 1,610.00 0.000 0.00 13 18" REINFORCED CONCRETE PIPE LF 104.0000 722,800.00 496.000 51,584.00 2,983.000 310,232.00 14 24" REINFORCED CONCRETE PIPE LF 145.0000 179,800.00 0.000 0.00 15 24" CORRUGATED STEEL PIPE (.109" THICK) LF 217.0000 6,727.00 0.000 0.00 16 30" CORRUGATED STEEL PIPE (.109" THICK) LF 515.0000 1,545.00 0.000 0.00 17 18" SLOTTED CORRUGATED STEEL PIPE LF 116.0000 221,560.00 109.000 12,644.00 1,099.000 127,484.00 (.168" THICK) 18 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 41.0000 1,246,400.00 0.000 0.00 19 PERMEABLE MATERIAL CY 180.0000 43,200.00 55.200 9,936.00 86.400 15,552.00 20 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 49.0000 13,230.00 123.000 6,027.00 (.079" THICK) 21 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 46,000.00 116.000 5,800.00 275.000 13,750.00 (.109" THICK) 22 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 56.0000 7,280.00 0.000 0.00 (.109" THICK) 23 CABLE ANCHORAGE SYSTEM LF 20.0000 39,200.00 345.000 6,900.00 530.000 10,600.00 24 36" TO 24" DENSITY POLYETHYLENE EA 5,500.0000 60,500.00 0.000 0.00 ECCENTRIC REDUCER 25 42" TO 30" HIGH DENSITY POLYETHYLENE EA 5,700.0000 85,500.00 0.000 0.00 ECCENTRIC REDUCER 26 60" TO 48" HIGH DENSITY POLYETHYLENE EA 10,000.0000 10,000.00 0.000 0.00 ECCENTRIC REDUCER 27 36" HIGH DENSITY POLYETHYLENE PLASTIC LF 130.0000 24,700.00 0.000 0.00 PIPE ENERGY DISSIPATOR 28 42" HIGH DENSITY POLYETHYLENE PLASTIC LF 140.0000 37,800.00 0.000 0.00 PIPE ENERGY DISSIPATOR 29 60" HIGH DENSITY POLYETHYLENE PLASTIC LF 270.0000 3,240.00 0.000 0.00 PIPE ENERGY DISSIPATOR 30 18" STEEL FLARED END SECTION EA 1,000.0000 2,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 01:54 PM ESTIMATE NO. 08 BID OPENING 07/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 24" STEEL FLARED END SECTION EA 1,000.0000 27,000.00 0.000 0.00 32 30" STEEL FLARED END SECTION EA 900.0000 18,900.00 0.000 0.00 33 42" STEEL FLARED END SECTION EA 900.0000 3,600.00 0.000 0.00 34 54" STEEL FLARED END SECTION EA 900.0000 1,800.00 0.000 0.00 35 18" CONCRETE FLARED END SECTION EA 1,400.0000 5,600.00 1.000 1,400.00 1.000 1,400.00 36 36" PRECAST CONCRETE PIPE INLET LF 300.0000 33,000.00 6.500 1,950.00 11.500 3,450.00 37 24" PRECAST CONCRETE PIPE RISER LF 200.0000 30,000.00 0.000 0.00 38 ROCK SLOPE PROTECTION CY 85.0000 419,050.00 172.350 14,649.75 (1/4 TON, METHOD A) 39 ROCK SLOPE PROTECTION CY 108.0000 100,440.00 39.640 4,281.12 124.640 13,461.12 (FACING, METHOD B) 40 ROCK SLOPE PROTECTION CY 160.0000 54,400.00 42.000 6,720.00 42.000 6,720.00 (FACING, METHOD A) 41 ROCK SLOPE PROTECTION CY 92.0000 35,880.00 70.000 6,440.00 70.000 6,440.00 (BACKING NO. 2, METHOD B) 42 ROCK SLOPE PROTECTION CY 99.0000 17,820.00 0.000 0.00 (BACKING NO. 3, METHOD B) 43 CONCRETE (CONCRETED-ROCK SLOPE CY 220.0000 321,200.00 251.000 55,220.00 PROTECTION) 44 CONCRETED-ROCK SLOPE PROTECTION CY 75.0000 276,750.00 533.000 39,975.00 (1/4 TON, METHOD A) 45 GABION CY 210.0000 249,900.00 274.000 57,540.00 46 GEOMEMBRANE SQYD 22.0000 36,740.00 285.000 6,270.00 285.000 6,270.00 47 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 35,100.00 433.200 1,299.60 1,943.810 5,831.43 48 MINOR CONCRETE (MISCELLANEOUS CY 300.0000 273,000.00 22.400 6,720.00 214.400 64,320.00 CONSTRUCTION) 49 MISCELLANEOUS IRON AND STEEL LB 4.0000 350,532.00 9,076.000 36,304.00 15,290.000 61,160.00 SF) 50 MISCELLANEOUS METAL LB 12.5000 101,000.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 51 CONCRETE BARRIER DELINEATOR (16-INCH) EA 35.0000 805.00 15.000 525.00 15.000 525.00 52 DELINEATOR (CLASS 2) EA 45.0000 36,000.00 110.000 4,950.00 110.000 4,950.00 53 HIGHWAY POST MARKER EA 75.0000 750.00 0.000 0.00 54 OBJECT MARKER (TYPE L-1) EA 55.0000 2,090.00 11.000 605.00 11.000 605.00 55 METAL BEAM GUARD RAILING (7' WOOD POST) LF 27.0000 915,300.00 9,084.000 245,268.00 9,084.000 245,268.00 S) 56 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,800.0000 34,200.00 11.000 19,800.00 11.000 19,800.00 S) 57 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 73,500.00 1.000 3,500.00 1.000 3,500.00 S) PROGRAM CAS145 PAGE 7 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 01:54 PM ESTIMATE NO. 08 BID OPENING 07/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 99,000.00 9.000 27,000.00 9.000 27,000.00 S) 59 CONCRETE BARRIER (TYPE 60C) LF 90.0000 274,500.00 2,244.000 201,960.00 60 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.0000 5,160.00 0.000 0.00 S) 61 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 5.2500 761,250.00 0.000 0.00 S) (RECESSED) 62 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 8.0000 42,720.00 0.000 0.00 S) (RECESSED) 63 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 15.0000 7,350.00 0.000 0.00 S) (RECESSED, BROKEN 17-7) 64 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 5.0000 515,000.00 0.000 0.00 S) (RECESSED, BROKEN 36-12) 65 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 8.0000 10,560.00 0.000 0.00 S) (RECESSED, BROKEN 12-3) 66 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 15.0000 8,700.00 0.000 0.00 S) 67 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 0.097 2,425.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 68 LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 0.000 0.00 S) 69 TEMPORARY LIGHTING FACILITIES LS 320,000.0000 320,000.00 0.000 0.00 S) 70 MODIFY TRAFFIC MONITORING STATION LS 19,000.0000 19,000.00 0.000 0.00 S) 71 MODIFY ROADSIDE WEATHER INFORMATION LS 50,000.0000 50,000.00 0.000 0.00 S) 72 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 73 REPLACE CONCRETE PAVEMENT CY 240.0000 388,800.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 74 TIE BAR (DRILL AND BOND) EA 10.0000 12,700.00 8,057.000 80,570.00 75 TRANSITION RAILING (TYPE WB) EA 4,500.0000 36,000.00 4.000 18,000.00 4.000 18,000.00 S) PROGRAM CAS145 PAGE 8 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 01:54 PM ESTIMATE NO. 08 BID OPENING 07/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,813,531.35 8,598,352.88 ADJUSTMENT OF COMPENSATION 0.00 -2,018.75 EXTRA WORK 1,606.38 34,981.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,815,137.73 8,631,315.13 76 MOBILIZATION LS 5644,000.0000 5,644,000.00 0.750 4,233,000.00 ORIGINAL CONTRACT AMOUNT 56,439,429.00 TOTAL WORK COMPLETED 1,815,137.73 12,864,315.13 MATERIALS ON HAND ON SITE 1,554,324.82 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -20,042.82 TOTAL 1,805,137.73 14,398,597.13 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 176 MOBILIZATION 5,643,942.90 5,644,000.00 57.10 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 08/15/08 580 10/09/08 11/10/08 12/25/12 80 114 0 0 23% 24% PROGRESS IS SATISFACTORY MURPHY, ROD RESIDENT ENGINEER PROGRAM CAS145 DATE 08/26/09