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 08/23/06 EST. NO.71 TIME 10:15 AM R.E. NAME: WILLIAM J. GILCHRIST 12-0695U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 102 0001 32,131.82 A.C. @ U.P.(+) 081406 N 1 0 173 0002 37,164.86 A.C. @ L.S.(+) 081406 N 2 0 174 0002 11,467.30 A.C. @ L.S.(+) 081406 N 2 0 80,763.98 TOTAL THIS ESTIMATE 6,426,775.52 TOTAL PREVIOUS ESTIMATE 6,507,539.50 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 08/23/06 EST. NO.71 TIME 10:15 AM R.E. NAME: WILLIAM J. GILCHRIST 12-0695U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MARINA LANDSCAPE -10,000.00 07 MARINA REINFORCING -10,000.00 09 UNSAT. PAYROLLS -10,000.00 22 UNSAT PAYROLL -10,000.00 24 UNSAT. PAYROLL -10,000.00 26 UNSAT PAYROLL -10,000.00 28 CHRISP,MOORE,ORTIZ -10,000.00 31 MIS PAYRLLS:CSS,DS,O -10,000.00 36 MISSING PAYROLLS -10,000.00 37 MISSING PAYROLLS -10,000.00 38 MISSING PAYROLLS -10,000.00 39 MIS. CPR: MCM,RJL -10,000.00 41 MISSING CPR: RMD -10,000.00 44 RETURN UNSAT PAYROLL 110,000.00 55 RETURN UNSAT PAYROLL 20,000.00 57 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 10:15 AM ESTIMATE NO. 71 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/23/06 LOCATION PROGRESS ESTIMATE 12-ORA-405-7.6/9.6 ----------------- MCM CONSTRUCTION, INC. IN ORANGE COUNTY IN IRVINE, SANTA P.O. BOX 620 ANA, AND COSTA MESA ON RTE 405 FROM 6413 32ND STREET 0.1 KM S OF RTE 405/55 SEP TO BEAR NORTH HIGHLANDS,CA 95660-0620 ST OC AND ON RTE 55 FROM RTE 405/55 SEP TO 0.2 KM N OF MACARTHUR BLVD FED. AID NO. STP-5312(31)N ,LN-5312(31)N HOV CONNECTOR AND IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 1.000 15,000.00 02 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 1.000 125,000.00 04 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 1.000 30,000.00 S) 05 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 S) 06 TYPE II BARRICADE EA 55.0000 2,915.00 1.000 55.00 S) 07 TYPE III BARRICADE EA 85.0000 3,145.00 9.000 765.00 S) 08 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,800.00 453.000 15,855.00 S) 09 PORTABLE DELINEATOR EA 40.0000 3,440.00 0.000 0.00 S) 10 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,250.0000 7,500.00 0.000 0.00 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 1.000 50,000.00 S) 12 TEMPORARY RAILING (TYPE K) M 25.0000 740,000.00 26,157.490 653,937.25 13 TEMPORARY CRASH CUSHION MODULE EA 260.0000 213,200.00 729.000 189,540.00 14 TEMPORARY TRAFFIC SCREEN M 6.0000 177,600.00 8,459.260 50,755.56 15 ABANDON CULVERT EA 800.0000 2,400.00 5.000 4,000.00 16 ABANDON INLET EA 800.0000 3,200.00 4.000 3,200.00 17 REMOVE CHAIN LINK FENCE M 12.0000 22,680.00 2,027.000 24,324.00 18 REMOVE METAL BEAM GUARD RAILING M 30.0000 28,200.00 1,629.900 48,897.00 19 REMOVE TRAFFIC STRIPE AND PAVEMENT M 1.2000 24,840.00 81,588.390 97,906.07 MARKING 20 REMOVE PAVEMENT MARKER EA 0.8500 8,670.00 17,879.000 15,197.15 21 REMOVE ROADSIDE SIGN EA 150.0000 14,100.00 56.000 8,400.00 22 REMOVE SIGN STRUCTURE EA 4,000.0000 32,000.00 8.900 35,600.00 PROGRAM CAS145 PAGE 2 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 10:15 AM ESTIMATE NO. 71 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PIPE M 50.0000 13,000.00 312.040 15,602.00 24 REMOVE INLET EA 800.0000 10,400.00 20.000 16,000.00 25 REMOVE HEADWALL EA 500.0000 7,500.00 23.000 11,500.00 26 REMOVE DOWNDRAIN M 100.0000 3,300.00 26.700 2,670.00 27 REMOVE RETAINING WALL M3 60.0000 1,500.00 25.000 1,500.00 28 REMOVE CONCRETE PAVEMENT M2 4.0000 64,800.00 28,826.063 115,304.25 29 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 150.0000 4,500.00 30.000 4,500.00 30 RECONSTRUCT SIGN STRUCTURE EA 4,000.0000 8,000.00 1.000 4,000.00 31 RELOCATE ROADSIDE SIGN EA 250.0000 1,250.00 4.000 1,000.00 (STRAP AND SADDLE BRACKET METHOD) 32 RELOCATE SIGN PANEL EA 900.0000 2,700.00 3.000 2,700.00 33 ADJUST INLET EA 1,200.0000 6,000.00 3.000 3,600.00 34 ADJUST MANHOLE TO GRADE EA 1,200.0000 2,400.00 2.000 2,400.00 35 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.0000 3,360.00 1,151.000 9,208.00 (45 MM MAXIMUM) 36 REMOVE CONCRETE M3 37.0000 22,570.00 1,105.181 40,891.70 37 REMOVE CONCRETE (CHANNEL) M3 60.0000 30,600.00 553.410 33,204.60 38 REMOVE CONCRETE (CHANNEL BRIDGE) LS 20,000.0000 20,000.00 1.000 20,000.00 39 REMOVE CONCRETE BARRIER M 35.0000 56,000.00 1,275.160 44,630.60 40 CAP INLET EA 1,000.0000 31,000.00 33.000 33,000.00 41 CAP MANHOLE EA 1,500.0000 1,500.00 2.000 3,000.00 42 REMOVE CRASH CUSHION (SAND FILLED) EA 75.0000 4,200.00 9.000 675.00 43 BRIDGE REMOVAL LS 30,000.0000 30,000.00 1.000 30,000.00 44 BRIDGE REMOVAL (PORTION), LOCATION A LS 15,000.0000 15,000.00 1.000 15,000.00 45 BRIDGE REMOVAL (PORTION), LOCATION B LS 5,000.0000 5,000.00 1.000 5,000.00 46 CLEARING AND GRUBBING LS 260,000.0000 260,000.00 1.000 260,000.00 47 ROADWAY EXCAVATION M3 14.0000 827,400.00 151,976.094 2,127,665.32 48 STRUCTURE EXCAVATION (BRIDGE) M3 15.0000 237,075.00 15,805.000 237,075.00 F) 49 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 328,560.00 21,536.000 323,040.00 F) PROGRAM CAS145 PAGE 3 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 10:15 AM ESTIMATE NO. 71 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (TIEBACK WALL) M3 50.0000 8,750.00 144.500 7,225.00 F) 51 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 664,000.00 8,295.000 663,600.00 F) 52 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 744,485.00 20,835.660 729,248.10 F) 53 STRUCTURE BACKFILL (TIEBACK WALL) M3 50.0000 450.00 6.700 335.00 F) 54 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 61,150.00 1,205.000 60,250.00 F) WALL) 55 SAND BACKFILL M3 125.0000 1,500.00 19.800 2,475.00 56 EARTH RETAINING STRUCTURE M2 240.0000 2,122,800.00 8,845.000 2,122,800.00 F) 57 IMPORTED BORROW M3 5.0000 371,000.00 18,000.000 90,000.00 58 HIGHWAY PLANTING LS 200,000.0000 200,000.00 1.000 200,000.00 S) 59 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.080 3,200.00 0.600 24,000.00 S) 60 IRRIGATION SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 S) 61 250 MM CORRUGATED HIGH DENSITY M 100.0000 9,900.00 99.000 9,900.00 S) POLYETHYLENE PIPE CONDUIT 62 EXTEND 250 MM CONDUIT M 125.0000 26,250.00 210.000 26,250.00 S) 63 FINISHING ROADWAY LS 5,000.0000 5,000.00 0.000 0.00 64 CLASS 4 AGGREGATE SUBBASE M3 27.0000 1,255,500.00 54,409.802 1,469,064.65 65 CLASS 2 AGGREGATE BASE M3 23.0000 584,200.00 27,455.394 631,474.06 66 ASPHALT TREATED PERMEABLE BASE M3 91.0000 877,240.00 6,943.167 631,828.20 67 ASPHALT CONCRETE (TYPE B) TONN 45.0000 1,822,500.00 46,334.710 2,085,061.95 68 ASPHALT CONCRETE (BRIDGE) M2 15.0000 18,825.00 502.000 7,530.00 69 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 70.0000 7,700.00 65.160 4,561.20 AREA) 70 100 MM PLACE ASPHALT CONCRETE M2 12.0000 25,200.00 5,599.070 67,188.84 (MISCELLANEOUS AREAS) 71 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 4,600.00 847.600 4,238.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 3,200.00 821.400 4,107.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.0000 22,050.00 4,884.760 24,423.80 74 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 1,600.00 496.100 2,480.50 75 CONCRETE PAVEMENT M3 135.0000 1,539,000.00 5,997.510 809,663.85 76 GRIND EXISTING CONCRETE PAVEMENT M2 12.5000 26,375.00 685.000 8,562.50 S) PROGRAM CAS145 PAGE 4 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 10:15 AM ESTIMATE NO. 71 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH STEEL PILING (HP 360 X 174) M 120.0000 1,499,640.00 12,444.300 1,493,316.00 78 DRIVE STEEL PILE (HP 360 X 174) EA 800.0000 598,400.00 748.000 598,400.00 S) 79 FURNISH PILING (CLASS 900C) M 40.0000 549,560.00 13,739.000 549,560.00 80 DRIVE PILE (CLASS 900C) EA 850.0000 810,900.00 954.000 810,900.00 S) 81 FURNISH PILING (CLASS 900C MODIFIED) M 40.0000 29,560.00 739.000 29,560.00 82 FURNISH PILING (CLASS 900C MODIFIED) EA 1,200.0000 84,000.00 70.000 84,000.00 S) 83 FURNISH PILING (CLASS 625) M 40.0000 8,640.00 216.000 8,640.00 84 DRIVE PILE (CLASS 625) EA 1,000.0000 18,000.00 18.000 18,000.00 S) 85 FURNISH PILING (CLASS 625C MODIFIED) M 40.0000 27,720.00 693.000 27,720.00 86 DRIVE PILE (CLASS 625C MODIFIED) EA 1,000.0000 61,000.00 61.000 61,000.00 S) 87 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 1.000 700,000.00 S) 88 TIEBACK ANCHOR EA 1,450.0000 98,600.00 60.000 87,000.00 S) 89 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 275.0000 1,735,250.00 6,310.000 1,735,250.00 F) 90 STRUCTURAL CONCRETE, BRIDGE M3 402.0000 10,202,760.00 25,254.000 10,152,108.00 F) 91 STRUCTURAL CONCRETE, RETAINING WALL M3 325.0000 2,304,250.00 7,006.000 2,276,950.00 F) 92 STRUCTURAL CONCRETE, TIEBACK WALL M3 1,000.0000 94,000.00 78.000 78,000.00 F) 93 STRUCTURAL CONCRETE, APPROACH SLAB M3 300.0000 199,500.00 665.000 199,500.00 F) (TYPE N) 94 CLASS 1 CONCRETE (BOX CULVERT) M3 800.0000 3,319,200.00 4,174.000 3,339,200.00 F) 95 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 283,000.00 275.050 275,050.00 F) 96 MINOR CONCRETE (BACKFILL) M3 175.0000 11,725.00 76.180 13,331.50 97 FRACTURED RIB TEXTURE (25 MM) M2 15.0000 86,325.00 5,065.790 75,986.85 F) 98 DRILL AND BOND DOWEL M 50.0000 3,450.00 67.160 3,358.00 99 PTFE BEARING EA 2,500.0000 50,000.00 20.000 50,000.00 S) 00 JOINT SEAL (MR 30 MM) M 115.0000 6,555.00 57.000 6,555.00 S) 01 JOINT SEAL (MR 15 MM) M 90.0000 3,060.00 29.800 2,682.00 S) 02 JOINT SEAL ASSEMBLY (MR 90 MM) M 360.0000 11,160.00 31.000 11,160.00 S) 03 JOINT SEAL ASSEMBLY (MR 100 MM) M 360.0000 12,240.00 34.000 12,240.00 S) PROGRAM CAS145 PAGE 5 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 10:15 AM ESTIMATE NO. 71 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,370.0000 46,580.00 34.000 46,580.00 S) 05 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,200.0000 81,600.00 68.000 81,600.00 S) 06 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 1,600.0000 27,200.00 17.000 27,200.00 S) 07 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 4,310,000.00 4,338,647.000 4,338,647.00 SF) 08 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1500 470,057.90 405,115.000 465,882.25 SF) 09 BAR REINFORCING STEEL (TIEBACK WALL) KG 1.0000 20,200.00 19,400.000 19,400.00 SF) 10 BAR REINFORCING STEEL (BOX CULVERT) KG 0.8500 498,865.00 590,881.000 502,248.85 SF) 11 SHOTCRETE M3 395.0000 29,230.00 59.000 23,305.00 F) 12 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 8,160.00 1,360.000 8,160.00 F) 13 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 1,360.00 1,360.000 1,360.00 SF) 14 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 444,945.00 97,383.000 486,915.00 F) 15 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7500 66,543.75 89,848.000 67,386.00 SF) 16 760 MM CAST-IN-DRILLED-HOLE M 800.0000 7,200.00 9.000 7,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 17 920 MM CAST-IN-DRILLED-HOLE M 900.0000 79,200.00 88.000 79,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 18 METAL (BARRIER MOUNTED SIGN) KG 18.0000 9,900.00 504.000 9,072.00 19 METAL (WALL MOUNTED SIGN) EA 1,500.0000 3,000.00 2.000 3,000.00 20 ROADSIDE SIGN - ONE POST EA 450.0000 29,700.00 61.000 27,450.00 21 ROADSIDE SIGN - TWO POST EA 1,200.0000 28,800.00 7.000 8,400.00 22 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 6,900.00 16.000 4,800.00 METHOD) 23 INSTALL SIGN OVERLAY M2 250.0000 1,500.00 6.000 1,500.00 24 INSTALL SIGN PANEL ON EXISTING FRAME M2 250.0000 6,250.00 0.000 0.00 25 450 MM ALTERNATIVE PIPE CULVERT M 125.0000 52,500.00 430.110 53,763.75 26 450 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 125.0000 26,250.00 148.700 18,587.50 27 450 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 125.0000 1,875.00 15.100 1,887.50 28 600 MM ALTERNATIVE PIPE CULVERT M 125.0000 112,500.00 1,048.590 131,073.75 29 600 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 125.0000 116,250.00 862.930 107,866.25 30 750 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 250.0000 4,500.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 10:15 AM ESTIMATE NO. 71 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 900 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 350.0000 24,500.00 82.550 28,892.50 32 1275 MM REINFORCED CONCRETE PIPE M 550.0000 17,050.00 30.640 16,852.00 33 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 30,000.00 81.900 24,570.00 (4.27 MM THICK) 34 80 MM PLASTIC PIPE (EDGE DRAIN) M 16.0000 163,200.00 9,172.000 146,752.00 35 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 65.0000 45,500.00 892.370 58,004.05 36 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 300.0000 1,500.00 5.000 1,500.00 (4.27 MM THICK) 37 300 MM ENTRANCE TAPER EA 250.0000 250.00 1.000 250.00 38 450 MM BITUMINOUS COATED M 350.0000 14,700.00 4.400 1,540.00 CSP RISER (4.27 MM THICK) 39 600 MM BITUMINOUS COATED M 375.0000 4,500.00 0.000 0.00 CSP RISER (4.27 MM THICK) 40 150 MM WELDED STEEL PIPE CASING (BRIDGE) M 225.0000 19,125.00 85.000 19,125.00 41 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 700.00 2.000 700.00 42 SEWER MANHOLE EA 7,500.0000 7,500.00 0.000 0.00 S) 43 SEWER ENCASEMENT M 500.0000 16,500.00 33.000 16,500.00 S) 44 ROCK SLOPE PROTECTION M3 55.0000 825.00 5.800 319.00 (FACING, METHOD B) 45 ROCK SLOPE PROTECTION M3 55.0000 220.00 2.000 110.00 (BACKING NO. 3, METHOD B) 46 SLOPE PAVING (CONCRETE) M3 275.0000 14,300.00 66.000 18,150.00 F) 47 MINOR CONCRETE (CHANNEL LINING) M3 300.0000 99,000.00 123.110 36,933.00 48 MINOR CONCRETE (GUTTER LINING) M3 300.0000 10,200.00 15.000 4,500.00 49 ROCK SLOPE PROTECTION FABRIC M2 2.0000 116.00 29.000 58.00 50 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 93,000.00 143.090 42,927.00 CONSTRUCTION) 51 MINOR CONCRETE (GUTTER) M 45.0000 24,165.00 461.100 20,749.50 F) 52 MINOR CONCRETE (STAMPED CONCRETE) M2 40.0000 4,000.00 100.000 4,000.00 53 MISCELLANEOUS IRON AND STEEL KG 1.5000 59,007.00 33,553.000 50,329.50 SF) 54 MISCELLANEOUS METAL KG 6.0000 21,780.00 3,630.000 21,780.00 SF)(RESTRAINER - CABLE TYPE) 55 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 149,820.00 26,095.000 156,570.00 SF) 56 CHAIN LINK FENCE (TYPE CL-1.8) M 24.0000 31,440.00 1,708.410 41,001.84 S) 57 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 650.0000 1,950.00 1.000 650.00 S) PROGRAM CAS145 PAGE 7 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 10:15 AM ESTIMATE NO. 71 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 1.000 1,000.00 S) 59 DELINEATOR (CLASS 1) EA 55.0000 12,650.00 0.000 0.00 60 INSTALL MEDIAN KILOMETER PANEL EA 75.0000 1,950.00 0.000 0.00 61 METAL BEAM GUARD RAILING (WOOD POST) M 54.0000 64,260.00 2,147.730 115,977.42 S) 62 CHAIN LINK RAILING M 90.0000 17,100.00 0.000 0.00 S) 63 CONCRETE BARRIER (TYPE 736B MODIFIED) M 225.0000 27,000.00 243.290 54,740.25 64 CONCRETE BARRIER (TYPE 50 MODIFIED) M 1,250.0000 15,000.00 12.000 15,000.00 65 CONCRETE BARRIER (TYPE 50A MODIFIED) M 265.0000 4,240.00 0.000 0.00 66 CONCRETE BARRIER (TYPE 50E) M 475.0000 20,900.00 44.000 20,900.00 67 CABLE RAILING M 15.0000 12,720.00 981.000 14,715.00 SF) 68 CABLE ANCHOR ASSEMBLY (DOUBLE) EA 660.0000 1,320.00 1.000 660.00 S) 69 CABLE ANCHOR ASSEMBLY EA 350.0000 3,500.00 4.000 1,400.00 S) (BREAKAWAY, TYPE B) 70 TERMINAL SECTION (TYPE B) EA 65.0000 1,495.00 24.000 1,560.00 S) 71 END SECTION EA 100.0000 400.00 1.000 100.00 S) 72 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 57,600.00 28.000 50,400.00 S) 73 CRASH CUSHION (TYPE CAT) EA 5,000.0000 30,000.00 5.000 25,000.00 S) 74 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 6,000.00 4.000 4,000.00 S) 75 CONCRETE BARRIER (TYPE 60) M 90.0000 307,800.00 3,385.000 304,650.00 76 CONCRETE BARRIER (TYPE 60 MODIFIED) M 140.0000 3,500.00 194.100 27,174.00 77 CONCRETE BARRIER (TYPE 60C) M 525.0000 59,850.00 181.400 95,235.00 F) 78 CONCRETE BARRIER (TYPE 60D MODIFIED) M 225.0000 310,500.00 1,556.810 350,282.25 79 CONCRETE BARRIER (TYPE 60E) M 630.0000 136,080.00 167.710 105,657.30 F) 80 CONCRETE BARRIER (TYPE 60W) M 515.0000 159,650.00 285.200 146,878.00 81 CONCRETE BARRIER (TYPE 732) M 75.0000 14,100.00 182.000 13,650.00 F) 82 CONCRETE BARRIER (TYPE 732A) M 85.0000 165,495.00 1,895.570 161,123.45 F) 83 CONCRETE BARRIER (TYPE 732 MODIFIED) M 85.0000 423,555.00 4,983.000 423,555.00 F) 84 THERMOPLASTIC PAVEMENT MARKING M2 22.0000 8,800.00 421.550 9,274.10 S) PROGRAM CAS145 PAGE 8 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 10:15 AM ESTIMATE NO. 71 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 44,960.00 70,206.680 56,165.34 S) 86 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 12,474.00 5,231.600 11,509.52 S) 87 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,160.00 2,753.850 5,507.70 S) (BROKEN 3.66 M - 0.92 M) 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 708.00 3,023.710 1,814.23 S) (BROKEN 5.18 M - 2.14 M) 89 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,420.00 1,215.380 2,430.76 S) (BROKEN 11.0 M - 3.5 M) 90 PAINT TRAFFIC STRIPE (2-COAT) M 0.3000 14,820.00 134,084.470 40,225.34 S) 91 PAINT PAVEMENT MARKING (2-COAT) M2 12.0000 1,680.00 148.470 1,781.64 S) 92 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 14,900.00 16,637.000 16,637.00 S) 93 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 41,100.00 17,809.000 53,427.00 S) 94 SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 95 SIGNAL AND LIGHTING (LOCATION 2) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 96 LIGHTING AND SIGN ILLUMINATION LS 475,000.0000 475,000.00 1.000 475,000.00 S) 97 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 5,000.0000 5,000.00 1.000 5,000.00 S) 98 TRAFFIC MONITORING STATION (LOCATION 1) LS 6,000.0000 6,000.00 1.000 6,000.00 S) 99 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 00 TRAFFIC MONITORING STATION (LOCATION 3) LS 8,000.0000 8,000.00 1.000 8,000.00 S) 01 TRAFFIC MONITORING STATION (LOCATION 4) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 02 RAMP METERING SYSTEM (LOCATION 1) LS 14,000.0000 14,000.00 1.000 14,000.00 S) 03 RAMP METERING SYSTEM (LOCATION 2) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 04 RAMP METERING SYSTEM (LOCATION 3) LS 9,000.0000 9,000.00 1.000 9,000.00 S) 05 RAMP METERING SYSTEM (LOCATION 4) LS 30,000.0000 30,000.00 1.000 30,000.00 S) 06 RAMP METERING SYSTEM (LOCATION 5) LS 8,000.0000 8,000.00 1.000 8,000.00 S) 07 RAMP METERING SYSTEM (LOCATION 6) LS 14,000.0000 14,000.00 1.000 14,000.00 S) 08 RAMP METERING SYSTEM (LOCATION 7) LS 13,000.0000 13,000.00 1.000 13,000.00 S) 09 RAMP METERING SYSTEM (LOCATION 8) LS 11,000.0000 11,000.00 1.000 11,000.00 S) 10 RAMP METERING SYSTEM (LOCATION 9) LS 7,000.0000 7,000.00 1.000 7,000.00 S) 11 COMMUNICATION SYSTEM LS 225,000.0000 225,000.00 1.000 225,000.00 S) PROGRAM CAS145 PAGE 9 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 10:15 AM ESTIMATE NO. 71 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,200.00 47,767,262.04 ADJUSTMENT OF COMPENSATION 80,763.98 1,274,728.14 EXTRA WORK 0.00 5,232,811.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 83,963.98 54,274,801.54 12 MOBILIZATION LS 5259,991.0000 5,259,991.00 1.000 5,259,991.00 ORIGINAL CONTRACT AMOUNT 52,666,667.65 TOTAL WORK COMPLETED 83,963.98 59,534,792.54 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 83,963.98 59,534,792.54 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 01/11/01 1500 02/05/01 02/05/01 12/20/06 1143 74 318 10 97% 62% PROGRESS IS SATISFACTORY WILLIAM J. GILCHRIST RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 08/23/06