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 06/16/10 EST. NO.18 TIME 12:33 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 --------------------------------------------------------------------------- 031 0021 3,987.03 E.W. @ F.A.(+) 100509 N 0249.1 0022 3,932.69 100609 N 0250.1 0023 4,169.85 100909 N 0251.1 0024 3,392.12 110209 N 0275.0 15,481.69 TOTAL THIS ESTIMATE 1,042,357.43 TOTAL PREVIOUS ESTIMATE 1,057,839.12 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 06/16/10 EST. NO.18 TIME 12:33 PM R.E. NAME: MURPHY, ROD 03-0A6334 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE TEST RESULTS CIPP -10,000.00 10 0.00 -10,000.00 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 PER LTR DATED 9/09 -10,000.00 09 PER LTR DATED 10/09 -7,000.00 10 RETURN 7/09 DEDUCT 10,000.00 10 RETURN 9/09 DEDUCT 10,000.00 10 PER LTR DATED 11/09 -1,000.00 11 RETURN DEDUCT 8/09 10,000.00 12 RETURN DEDUCT 10/09 7,000.00 12 RETURN DEDUCT 11/09 1,000.00 12 PER LTR DATED 1/10 -10,000.00 13 RETURN 2/10 DEDUCT 10,000.00 16 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 176 -28.55 04 OVERBID ITEM NO. 176 -14.27 06 OVERBID ITEM NO. 176 -11.42 09 0.00 -54.24 TOTAL DEDUCTIONS 0.00 -10,054.24 PROGRAM CAS145 PAGE 1 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 12:33 PM ESTIMATE NO. 18 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 06/18/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 06/16/10 LOCATION 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 0.910 9,100.00 02 TIME-RELATED OVERHEAD WDAY 13,870.0000 4,577,100.00 125.000 1,733,750.00 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 0.320 48,000.00 05 HEALTH, SAFETY, AND WORK PLAN LS 5,000.0000 5,000.00 0.910 4,550.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.910 2,275.00 S) PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 2.5000 265,000.00 5,227.000 13,067.50 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,750.0000 10,500.00 3.000 5,250.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 38,400.00 4.000 12,800.00 10 TEMPORARY COVER SQYD 2.0000 35,000.00 911.200 1,822.40 11 TEMPORARY CHECK DAM LF 6.0000 38,400.00 879.500 5,277.00 12 MOVE-IN/MOVE-OUT EA 500.0000 4,500.00 1.000 500.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 64,000.00 8.000 3,200.00 14 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 44,000.00 2,420.000 2,420.00 S) (POLYMER STABILIZED FIBER MATRIX) 15 STREET SWEEPING LS 100,000.0000 100,000.00 0.410 41,000.00 16 TEMPORARY DRAINAGE INLET COVER EA 1,200.0000 34,800.00 6.000 7,200.00 17 PROTECTION OF MIGRATORY BIRDS LS 52,000.0000 52,000.00 0.904 47,008.00 18 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.500 30,000.00 S) 19 TRAFFIC CONTROL SYSTEM LS 450,000.0000 450,000.00 0.416 187,200.00 S) 20 TYPE III BARRICADE EA 100.0000 1,300.00 14.000 1,400.00 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 5,100.00 163.000 1,630.00 S) PROGRAM CAS145 PAGE 2 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 12:33 PM ESTIMATE NO. 18 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 06/18/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 144,550.00 243,624.000 85,268.40 S) 24 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 660.00 0.000 0.00 S) 25 TRAFFIC PLASTIC DRUM EA 120.0000 171,600.00 474.000 56,880.00 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 0.413 34,692.00 S) 30 TEMPORARY RAILING (TYPE K) LF 12.0000 1,656,000.00 22,720.000 272,640.00 S) 31 TEMPORARY CRASH CUSHION MODULE EA 210.0000 14,700.00 28.000 5,880.00 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 14,543.200 87,259.20 S) 34 REMOVE FLARED END SECTION EA 28.0000 616.00 14.000 392.00 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 12,553.000 18,829.50 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 29.000 3,190.00 40 REMOVE INLET EA 1,700.0000 8,500.00 5.000 8,500.00 41 REMOVE DOWNDRAIN EA 1,300.0000 13,000.00 4.000 5,200.00 42 REMOVE CONCRETE DECK SURFACE SQFT 2.0000 43,420.00 14,011.000 28,022.00 43 RELAY ENTRANCE TAPER AND PIPE DOWNDRAIN EA 3,000.0000 27,000.00 1.000 3,000.00 44 RESET ROADSIDE SIGN EA 250.0000 1,750.00 7.000 1,750.00 45 RELOCATE ROADSIDE SIGN EA 300.0000 3,600.00 9.000 2,700.00 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 1.000 5,000.00 (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 1,019.700 311,008.50 PROGRAM CAS145 PAGE 3 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 12:33 PM ESTIMATE NO. 18 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 06/18/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 231,000.00 510.400 168,432.00 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 2,098.300 514,083.50 53 30" CURED-IN-PLACE PIPE LINER LF 282.0000 448,380.00 1,376.600 388,201.20 54 42" CURED-IN-PLACE PIPE LINER LF 390.0000 120,900.00 145.000 56,550.00 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 3,609.540 12,272.44 S) 57 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 29,230.00 17,767.000 17,767.00 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 1.000 85,000.00 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 65,023.000 1,950,690.00 62 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.796 7,960.00 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 65 IMPORTED BORROW CY 24.0000 108,480.00 1,643.150 39,435.60 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 29,761.000 14,880.50 S) 72 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 7,200.00 2.000 1,200.00 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 7,408.000 222,240.00 76 AGGREGATE BASE (APPROACH SLAB) CY 300.0000 8,400.00 14.000 4,200.00 PROGRAM CAS145 PAGE 4 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 12:33 PM ESTIMATE NO. 18 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 06/18/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,259.000 1,220,720.00 78 HOT MIX ASPHALT (TYPE A) TON 124.0000 5,914,800.00 11,175.020 1,385,702.48 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 82 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 151,800.00 18,113.000 54,339.00 83 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 45,600.00 5,585.000 16,755.00 84 PLACE HOT MIX ASPHALT SQYD 5.0000 16,350.00 1,275.760 6,378.80 (MISCELLANEOUS AREA) 85 CONCRETE PAVEMENT CY 171.0000 12,346,200.00 32,889.600 5,624,121.60 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 95,679.000 162,654.30 88 SEAL LONGITUDINAL ISOLATION JOINT LF 4.0000 291,200.00 9,595.000 38,380.00 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 282,000.00 143.250 143,250.00 (TYPE R) 91 CLASS 1 CONCRETE (MINOR STRUCTURE) CY 1,000.0000 389,000.00 155.400 155,400.00 F) 92 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 364,800.00 101.960 163,136.00 F) 93 MINOR CONCRETE (INVERT PAVING) CY 2,800.0000 92,400.00 0.000 0.00 94 CLEAN EXPANSION JOINT LF 35.0000 7,840.00 112.000 3,920.00 95 FURNISH POLYESTER CONCRETE OVERLAY CF 100.0000 243,000.00 1,485.000 148,500.00 96 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.0000 29,230.00 17,800.000 17,800.00 F) 97 SNOWPLOW DEFLECTOR EA 220.0000 19,140.00 50.000 11,000.00 F) 98 JOINT SEAL (MR 1/2") LF 90.0000 20,250.00 113.000 10,170.00 S) 99 JOINT SEAL (MR 1") LF 150.0000 33,600.00 112.000 16,800.00 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 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 12:33 PM ESTIMATE NO. 18 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 06/18/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 48.000 288,000.00 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 1,610.00 226.000 1,582.00 13 18" REINFORCED CONCRETE PIPE LF 104.0000 722,800.00 5,229.000 543,816.00 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 1,099.000 127,484.00 (.168" THICK) 18 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 41.0000 1,246,400.00 10,689.000 438,249.00 19 PERMEABLE MATERIAL CY 180.0000 43,200.00 96.000 17,280.00 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 46,000.00 600.000 30,000.00 (.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 39,200.00 579.000 11,580.00 24 36" TO 24" DENSITY POLYETHYLENE EA 5,500.0000 60,500.00 5.000 27,500.00 ECCENTRIC REDUCER 25 42" TO 30" HIGH DENSITY POLYETHYLENE EA 5,700.0000 85,500.00 9.000 51,300.00 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 93.000 12,090.00 PIPE ENERGY DISSIPATOR 28 42" HIGH DENSITY POLYETHYLENE PLASTIC LF 140.0000 37,800.00 171.000 23,940.00 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 3.000 3,000.00 PROGRAM CAS145 PAGE 6 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 12:33 PM ESTIMATE NO. 18 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 06/18/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 10,000.00 32 30" STEEL FLARED END SECTION EA 900.0000 18,900.00 4.000 3,600.00 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 2.000 2,800.00 36 36" PRECAST CONCRETE PIPE INLET LF 300.0000 33,000.00 56.000 16,800.00 37 24" PRECAST CONCRETE PIPE RISER LF 200.0000 30,000.00 29.300 5,860.00 38 ROCK SLOPE PROTECTION CY 85.0000 419,050.00 1,789.000 152,065.00 (1/4 TON, METHOD A) 39 ROCK SLOPE PROTECTION CY 108.0000 100,440.00 328.040 35,428.32 (FACING, METHOD B) 40 ROCK SLOPE PROTECTION CY 160.0000 54,400.00 262.000 41,920.00 (FACING, METHOD A) 41 ROCK SLOPE PROTECTION CY 92.0000 35,880.00 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 321,200.00 533.500 117,370.00 PROTECTION) 44 CONCRETED-ROCK SLOPE PROTECTION CY 75.0000 276,750.00 1,564.000 117,300.00 (1/4 TON, METHOD A) 45 GABION CY 210.0000 249,900.00 666.000 139,860.00 46 GEOMEMBRANE SQYD 22.0000 36,740.00 285.000 6,270.00 47 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 35,100.00 5,759.210 17,277.63 48 MINOR CONCRETE (MISCELLANEOUS CY 300.0000 273,000.00 530.200 159,060.00 CONSTRUCTION) 49 MISCELLANEOUS IRON AND STEEL LB 4.0000 350,532.00 36,553.000 146,212.00 SF) 50 MISCELLANEOUS METAL LB 12.5000 101,000.00 4,480.000 56,000.00 SF)(RESTRAINER - CABLE TYPE) 51 CONCRETE BARRIER DELINEATOR (16-INCH) EA 35.0000 805.00 15.000 525.00 52 DELINEATOR (CLASS 2) EA 45.0000 36,000.00 335.000 15,075.00 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 16.000 880.00 55 METAL BEAM GUARD RAILING (7' WOOD POST) LF 27.0000 915,300.00 13,190.500 356,143.50 S) 56 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,800.0000 34,200.00 17.000 30,600.00 S) 57 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 73,500.00 1.000 3,500.00 S) PROGRAM CAS145 PAGE 7 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 12:33 PM ESTIMATE NO. 18 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 06/18/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 15.000 45,000.00 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 0.397 9,925.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 68 LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 0.100 7,500.00 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 0.300 5,700.00 S) 71 MODIFY ROADSIDE WEATHER INFORMATION LS 50,000.0000 50,000.00 0.300 15,000.00 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 6.000 27,000.00 S) PROGRAM CAS145 PAGE 8 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 12:33 PM ESTIMATE NO. 18 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 06/18/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 19,512,723.37 ADJUSTMENT OF COMPENSATION 0.00 371,532.73 EXTRA WORK 15,481.69 686,306.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 15,481.69 20,570,562.49 76 MOBILIZATION LS 5644,000.0000 5,644,000.00 0.950 5,361,800.00 ORIGINAL CONTRACT AMOUNT 56,439,429.00 TOTAL WORK COMPLETED 15,481.69 25,932,362.49 MATERIALS ON HAND ON SITE 1,369,075.76 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,054.24 TOTAL 15,481.69 27,291,384.01 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 12/25/12 157 241 0 0 45% 48% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/21/09. MURPHY, ROD RESIDENT ENGINEER PROGRAM CAS145 DATE 06/16/10