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 08/25/03 EST. NO.34 TIME 08:32 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 --------------------------------------------------------------------------- 001 0264 86.05 E.W. @ F.A.(+) 121302 N 1445 0 0265 1,101.59 032703 N 1682 0 0266 995.73 062003 N 1663 0 0267 70.91 032103 N 1382 0 0268 98.15 032403 N 1670 0 0269 98.15 032503 N 1671 0 0270 204.07 041103 N 1676 0 0271 425.98 042403 N 1605 0 0272 625.00 042403 N 1606 0 0273 86.74 052303 N 1673 0 0274 485.92 060503 N 1677 0 0275 63.03 061003 N 1666 0 0276 685.37 061303 N 1667 0 0277 607.08 061603 N 1668 0 0278 206.23 061803 N 1665 0 0279 324.08 112202 N 1349 0 0280 152.27 110602 N 1647 0 0281 555.61 021703 N 1689 0 0282 255.88 060303 N 1674 0 002 0153 3,963.32 E.W. @ F.A.(+) 040203 N 1650 0 0154 2,402.19 051903 N 1652 0 0155 784.67 052703 N 1653 0 0156 1,503.16 052803 N 1654 0 003 0016 767.62 E.W. @ F.A.(+) 060303 N 1662 0 0017 554.08 060403 N 1661 0 0018 613.03 062503 N 1660 0 005 0049 1,325.98 E.W. @ F.A.(+) 091302 N 1315 0 012 0012 300.00 E.W. @ F.A.(+) 062303 N 1649 0 0013 650.00 070103 N 1718 0 013 0082 903.98 E.W. @ F.A.(+) 060903 N 1701 0 0083 2,367.34 112202 N 1306 0 0084 1,376.54 112702 N 1463 0 0085 1,606.95 120302 N 1464 0 0086 756.18 012903 N 1318 0 0087 756.18 013103 N 1317 0 0088 516.64 032103 N 1465 0 014 0068 282.90 E.W. @ F.A.(+) 120302 N 1399 0 0069 16.04 121702 N 1453 0 0070 119.53 121102 N 1400 0 0071 1,965.93 012103 N 1402 0 0072 787.95 012203 N 1403 0 0073 1,019.24 012303 N 1404 0 0074 628.63 012403 N 1405 0 0075 392.09 012703 N 1406 0 029 0043 4,693.31 E.W. @ F.A.(+) 051303 N 1651 0 0044 4,072.29 052803 N 1655 0 049 0039 1,495.00 E.W. @ F.A.(+) 111802 N 1229 0 056 0012 306.53 E.W. @ F.A.(+) 050603 N 1672 0 076 0004 484.96 E.W. @ F.A.(+) 061603 N 1656 0 082 0001 5,711.93 E.W. @ F.A.(+) 081902 N 887 0 0002 5,156.33 082002 N 888 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 08/25/03 EST. NO.34 TIME 08:32 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 --------------------------------------------------------------------------- 0003 5,156.33 082102 N 889 0 0004 2,725.37 082402 N 920 0 0005 10,561.00 082502 N 921 0 0006 4,803.60 082602 N 936 0 0007 5,384.36 082702 N 937 0 0008 6,089.73 082802 N 886 0 0009 3,372.39 082902 N 938 0 0010 6,509.08 083002 N 885 0 0011 6,095.95 090302 N 939 0 0012 5,399.03 090402 N 940 0 0013 6,288.19 090502 N 941 0 0014 7,931.45 090602 N 942 0 0015 668.97 091002 N 956 0 0016 995.56 091102 N 955 0 0017 1,119.35 A.C. @ U.P.(+) 072903 N 9060 0 091 0005 14,994.00 E.W. @ U.P (+) 072803 N 9059 0 0006 5,712.00 081303 N 9062 0 108 0004 975.25 E.W. @ F.A.(+) 052803 N 1635 0 0005 3,766.43 053003 N 1637 0 0006 1,145.87 060203 N 1638 0 0007 658.25 060403 N 1639 0 0008 1,115.63 060503 N 1640 0 0009 630.56 060603 N 1641 0 0010 1,601.54 060903 N 1642 0 0011 463.27 061903 N 1643 0 0012 2,645.69 051903 N 1636 0 0013 669.51 060303 N 1675 0 0014 368.66 060603 N 1680 0 0015 591.77 060903 N 1679 0 0016 250.73 062003 N 1659 0 0017 1,295.41 062303 N 1658 0 0018 924.00 E.W. @ L.S.(+) 072803 N 9058 0 0019 1,826.48 E.W. @ F.A.(+) 070203 N 1723 0 0020 65.58 052103 N 1691 0 0021 3,504.75 062503 N 1657 0 125 0007 1,577.86 E.W. @ F.A.(+) 121902 N 1183 0 173,291.96 TOTAL THIS ESTIMATE 3,675,383.22 TOTAL PREVIOUS ESTIMATE 3,848,675.18 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 08/25/03 EST. NO.34 TIME 08:32 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 0.00 -70,000.00 TOTAL DEDUCTIONS 0.00 -70,000.00 PROGRAM CAS145 PAGE 1 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 08:32 AM ESTIMATE NO. 34 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 08/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/25/03 LOCATION RERUN 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 0.025 375.00 0.825 12,375.00 02 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.900 2,700.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.030 3,750.00 0.880 110,000.00 04 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.010 300.00 0.530 15,900.00 S) 05 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.010 1,500.00 0.560 84,000.00 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 16,800.00 270.000 9,450.00 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 0.010 500.00 0.530 26,500.00 S) 12 TEMPORARY RAILING (TYPE K) M 25.0000 740,000.00 23,061.870 576,546.75 13 TEMPORARY CRASH CUSHION MODULE EA 260.0000 213,200.00 683.000 177,580.00 14 TEMPORARY TRAFFIC SCREEN M 6.0000 177,600.00 7,691.160 46,146.96 15 ABANDON CULVERT EA 800.0000 2,400.00 3.000 2,400.00 16 ABANDON INLET EA 800.0000 3,200.00 1.000 800.00 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 24.000 720.00 1,629.900 48,897.00 19 REMOVE TRAFFIC STRIPE AND PAVEMENT M 1.2000 24,840.00 22,705.630 27,246.76 MARKING 20 REMOVE PAVEMENT MARKER EA 0.8500 8,670.00 7,518.000 6,390.30 21 REMOVE ROADSIDE SIGN EA 150.0000 14,100.00 52.000 7,800.00 22 REMOVE SIGN STRUCTURE EA 4,000.0000 32,000.00 8.750 35,000.00 PROGRAM CAS145 PAGE 2 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 08:32 AM ESTIMATE NO. 34 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 08/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PIPE M 50.0000 13,000.00 248.640 12,432.00 24 REMOVE INLET EA 800.0000 10,400.00 18.000 14,400.00 25 REMOVE HEADWALL EA 500.0000 7,500.00 20.000 10,000.00 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 1,477.530 5,910.12 21,817.553 87,270.21 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 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 32 RELOCATE SIGN PANEL EA 900.0000 2,700.00 0.000 0.00 33 ADJUST INLET EA 1,200.0000 6,000.00 1.000 1,200.00 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 19.592 724.90 877.605 32,471.39 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 56,000.00 657.050 22,996.75 40 CAP INLET EA 1,000.0000 31,000.00 2.000 2,000.00 26.000 26,000.00 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 0.000 0.00 43 BRIDGE REMOVAL LS 30,000.0000 30,000.00 0.240 7,200.00 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 0.010 2,600.00 0.990 257,400.00 47 ROADWAY EXCAVATION M3 14.0000 827,400.00 764.963 10,709.48 120,671.273 1,689,397.82 48 STRUCTURE EXCAVATION (BRIDGE) M3 15.0000 237,075.00 13,529.630 202,944.45 F) 49 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 328,560.00 21,327.900 319,918.50 F) PROGRAM CAS145 PAGE 3 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 08:32 AM ESTIMATE NO. 34 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 08/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 51 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 664,000.00 844.340 67,547.20 7,298.010 583,840.80 F) 52 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 744,485.00 20,223.660 707,828.10 F) 53 STRUCTURE BACKFILL (TIEBACK WALL) M3 50.0000 450.00 0.000 0.00 F) 54 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 61,150.00 1,149.000 57,450.00 F) WALL) 55 SAND BACKFILL M3 125.0000 1,500.00 7.950 993.75 56 EARTH RETAINING STRUCTURE M2 240.0000 2,122,800.00 6,490.000 1,557,600.00 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 0.120 24,000.00 S) 59 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 S) 60 IRRIGATION SYSTEM LS 200,000.0000 200,000.00 0.090 18,000.00 S) 61 250 MM CORRUGATED HIGH DENSITY M 100.0000 9,900.00 89.000 8,900.00 S) POLYETHYLENE PIPE CONDUIT 62 EXTEND 250 MM CONDUIT M 125.0000 26,250.00 189.000 23,625.00 S) 63 FINISHING ROADWAY LS 5,000.0000 5,000.00 0.000 0.00 64 CLASS 4 AGGREGATE SUBBASE M3 27.0000 1,255,500.00 262.120 7,077.24 44,203.720 1,193,500.44 65 CLASS 2 AGGREGATE BASE M3 23.0000 584,200.00 112.337 2,583.75 20,118.177 462,718.07 66 ASPHALT TREATED PERMEABLE BASE M3 91.0000 877,240.00 362.898 33,023.72 4,871.288 443,287.21 67 ASPHALT CONCRETE (TYPE B) TONN 45.0000 1,822,500.00 3,169.540 142,629.30 37,297.450 1,678,385.25 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 0.000 0.00 AREA) 70 100 MM PLACE ASPHALT CONCRETE M2 12.0000 25,200.00 1,909.370 22,912.44 (MISCELLANEOUS AREAS) 71 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 4,600.00 437.600 2,188.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 3,200.00 259.800 1,299.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.0000 22,050.00 2,856.300 14,281.50 74 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 1,600.00 273.200 1,366.00 75 CONCRETE PAVEMENT M3 135.0000 1,539,000.00 2,642.140 356,688.90 76 GRIND EXISTING CONCRETE PAVEMENT M2 12.5000 26,375.00 600.000 7,500.00 S) PROGRAM CAS145 PAGE 4 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 08:32 AM ESTIMATE NO. 34 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 08/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,499,640.00 842.800 101,136.00 12,444.300 1,493,316.00 78 DRIVE STEEL PILE (HP 360 X 174) EA 800.0000 598,400.00 56.000 44,800.00 748.000 598,400.00 S) 79 FURNISH PILING (CLASS 900C) M 40.0000 549,560.00 9,657.638 386,305.52 80 DRIVE PILE (CLASS 900C) EA 850.0000 810,900.00 698.000 593,300.00 S) 81 FURNISH PILING (CLASS 900C MODIFIED) M 40.0000 29,560.00 484.950 19,398.00 82 FURNISH PILING (CLASS 900C MODIFIED) EA 1,200.0000 84,000.00 46.000 55,200.00 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 27,720.00 293.000 11,720.00 86 DRIVE PILE (CLASS 625C MODIFIED) EA 1,000.0000 61,000.00 29.000 29,000.00 S) 87 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 0.355 248,500.00 S) 88 TIEBACK ANCHOR EA 1,450.0000 98,600.00 0.000 0.00 S) 89 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 275.0000 1,735,250.00 490.210 134,807.75 5,196.452 1,429,024.30 F) 90 STRUCTURAL CONCRETE, BRIDGE M3 402.0000 10,202,760.00 1,797.604 722,636.81 12,123.117 4,873,493.03 F) 91 STRUCTURAL CONCRETE, RETAINING WALL M3 325.0000 2,304,250.00 6,787.590 2,205,966.75 F) 92 STRUCTURAL CONCRETE, TIEBACK WALL M3 1,000.0000 94,000.00 0.000 0.00 F) 93 STRUCTURAL CONCRETE, APPROACH SLAB M3 300.0000 199,500.00 385.500 115,650.00 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 9.320 9,320.00 206.720 206,720.00 F) 96 MINOR CONCRETE (BACKFILL) M3 175.0000 11,725.00 46.780 8,186.50 97 FRACTURED RIB TEXTURE (25 MM) M2 15.0000 86,325.00 4,742.790 71,141.85 F) 98 DRILL AND BOND DOWEL M 50.0000 3,450.00 56.160 2,808.00 99 PTFE BEARING EA 2,500.0000 50,000.00 0.000 0.00 S) 00 JOINT SEAL (MR 30 MM) M 115.0000 6,555.00 15.910 1,829.65 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 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 08:32 AM ESTIMATE NO. 34 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 08/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 05 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,200.0000 81,600.00 0.000 0.00 S) 06 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 1,600.0000 27,200.00 0.000 0.00 S) 07 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 4,310,000.00 147,212.400 147,212.40 2,948,921.400 2,948,921.40 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 0.000 0.00 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 0.000 0.00 F) 12 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 8,160.00 0.000 0.00 F) 13 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 1,360.00 0.000 0.00 SF) 14 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 444,945.00 35,927.000 179,635.00 F) 15 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7500 66,543.75 31,793.000 23,844.75 SF) 16 760 MM CAST-IN-DRILLED-HOLE M 800.0000 7,200.00 5.000 4,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 17 920 MM CAST-IN-DRILLED-HOLE M 900.0000 79,200.00 48.000 43,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 18 METAL (BARRIER MOUNTED SIGN) KG 18.0000 9,900.00 0.000 0.00 19 METAL (WALL MOUNTED SIGN) EA 1,500.0000 3,000.00 0.000 0.00 20 ROADSIDE SIGN - ONE POST EA 450.0000 29,700.00 44.000 19,800.00 21 ROADSIDE SIGN - TWO POST EA 1,200.0000 28,800.00 4.000 4,800.00 22 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 6,900.00 6.000 1,800.00 METHOD) 23 INSTALL SIGN OVERLAY M2 250.0000 1,500.00 0.000 0.00 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 71.900 8,987.50 299.110 37,388.75 26 450 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 125.0000 26,250.00 98.700 12,337.50 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 112,500.00 959.390 119,923.75 29 600 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 125.0000 116,250.00 254.630 31,828.75 30 750 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 250.0000 4,500.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 08:32 AM ESTIMATE NO. 34 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 08/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 46.710 16,348.50 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 58.800 17,640.00 (4.27 MM THICK) 34 80 MM PLASTIC PIPE (EDGE DRAIN) M 16.0000 163,200.00 167.000 2,672.00 7,590.000 121,440.00 35 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 65.0000 45,500.00 16.000 1,040.00 784.650 51,002.25 36 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 300.0000 1,500.00 0.000 0.00 (4.27 MM THICK) 37 300 MM ENTRANCE TAPER EA 250.0000 250.00 0.000 0.00 38 450 MM BITUMINOUS COATED M 350.0000 14,700.00 0.000 0.00 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 0.000 0.00 F) 47 MINOR CONCRETE (CHANNEL LINING) M3 300.0000 99,000.00 0.000 0.00 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 93,000.00 102.260 30,678.00 CONSTRUCTION) 51 MINOR CONCRETE (GUTTER) M 45.0000 24,165.00 446.800 20,106.00 F) 52 MINOR CONCRETE (STAMPED CONCRETE) M2 40.0000 4,000.00 0.000 0.00 53 MISCELLANEOUS IRON AND STEEL KG 1.5000 59,007.00 2,516.000 3,774.00 19,980.000 29,970.00 SF) 54 MISCELLANEOUS METAL KG 6.0000 21,780.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 55 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 149,820.00 9,489.000 56,934.00 SF) 56 CHAIN LINK FENCE (TYPE CL-1.8) M 24.0000 31,440.00 271.000 6,504.00 S) 57 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 650.0000 1,950.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 08:32 AM ESTIMATE NO. 34 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 08/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 1,343.000 72,522.00 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 0.000 0.00 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 0.000 0.00 67 CABLE RAILING M 15.0000 12,720.00 848.000 12,720.00 SF) 68 CABLE ANCHOR ASSEMBLY (DOUBLE) EA 660.0000 1,320.00 0.000 0.00 S) 69 CABLE ANCHOR ASSEMBLY EA 350.0000 3,500.00 2.000 700.00 S) (BREAKAWAY, TYPE B) 70 TERMINAL SECTION (TYPE B) EA 65.0000 1,495.00 17.000 1,105.00 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 18.000 32,400.00 S) 73 CRASH CUSHION (TYPE CAT) EA 5,000.0000 30,000.00 0.000 0.00 S) 74 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 6,000.00 0.000 0.00 S) 75 CONCRETE BARRIER (TYPE 60) M 90.0000 307,800.00 26.000 2,340.00 76 CONCRETE BARRIER (TYPE 60 MODIFIED) M 140.0000 3,500.00 0.000 0.00 77 CONCRETE BARRIER (TYPE 60C) M 525.0000 59,850.00 111.000 58,275.00 F) 78 CONCRETE BARRIER (TYPE 60D MODIFIED) M 225.0000 310,500.00 332.500 74,812.50 79 CONCRETE BARRIER (TYPE 60E) M 630.0000 136,080.00 63.000 39,690.00 F) 80 CONCRETE BARRIER (TYPE 60W) M 515.0000 159,650.00 0.000 0.00 81 CONCRETE BARRIER (TYPE 732) M 75.0000 14,100.00 177.000 13,275.00 F) 82 CONCRETE BARRIER (TYPE 732A) M 85.0000 165,495.00 1,982.070 168,475.95 F) 83 CONCRETE BARRIER (TYPE 732 MODIFIED) M 85.0000 423,555.00 1,240.660 105,456.10 F) 84 THERMOPLASTIC PAVEMENT MARKING M2 22.0000 8,800.00 86.020 1,892.44 S) PROGRAM CAS145 PAGE 8 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 08:32 AM ESTIMATE NO. 34 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 08/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,126.700 4,101.36 S) 86 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 12,474.00 1,116.000 2,455.20 S) 87 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,160.00 996.250 1,992.50 S) (BROKEN 3.66 M - 0.92 M) 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 708.00 218.000 130.80 S) (BROKEN 5.18 M - 2.14 M) 89 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,420.00 0.000 0.00 S) (BROKEN 11.0 M - 3.5 M) 90 PAINT TRAFFIC STRIPE (2-COAT) M 0.3000 14,820.00 71,950.650 21,585.20 S) 91 PAINT PAVEMENT MARKING (2-COAT) M2 12.0000 1,680.00 89.480 1,073.76 S) 92 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 14,900.00 7,317.000 7,317.00 S) 93 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 41,100.00 5,523.000 16,569.00 S) 94 SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 0.390 7,800.00 0.900 18,000.00 S) 95 SIGNAL AND LIGHTING (LOCATION 2) LS 25,000.0000 25,000.00 0.250 6,250.00 S) 96 LIGHTING AND SIGN ILLUMINATION LS 475,000.0000 475,000.00 0.010 4,750.00 0.560 266,000.00 S) 97 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 5,000.0000 5,000.00 0.000 0.00 S) 98 TRAFFIC MONITORING STATION (LOCATION 1) LS 6,000.0000 6,000.00 0.050 300.00 S) 99 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 0.700 14,000.00 S) 00 TRAFFIC MONITORING STATION (LOCATION 3) LS 8,000.0000 8,000.00 0.400 3,200.00 S) 01 TRAFFIC MONITORING STATION (LOCATION 4) LS 20,000.0000 20,000.00 0.500 10,000.00 S) 02 RAMP METERING SYSTEM (LOCATION 1) LS 14,000.0000 14,000.00 0.420 5,880.00 S) 03 RAMP METERING SYSTEM (LOCATION 2) LS 20,000.0000 20,000.00 0.120 2,400.00 S) 04 RAMP METERING SYSTEM (LOCATION 3) LS 9,000.0000 9,000.00 0.950 8,550.00 S) 05 RAMP METERING SYSTEM (LOCATION 4) LS 30,000.0000 30,000.00 0.590 17,700.00 S) 06 RAMP METERING SYSTEM (LOCATION 5) LS 8,000.0000 8,000.00 0.950 7,600.00 S) 07 RAMP METERING SYSTEM (LOCATION 6) LS 14,000.0000 14,000.00 0.500 7,000.00 S) 08 RAMP METERING SYSTEM (LOCATION 7) LS 13,000.0000 13,000.00 0.820 10,660.00 S) 09 RAMP METERING SYSTEM (LOCATION 8) LS 11,000.0000 11,000.00 0.850 9,350.00 S) 10 RAMP METERING SYSTEM (LOCATION 9) LS 7,000.0000 7,000.00 0.620 4,340.00 S) 11 COMMUNICATION SYSTEM LS 225,000.0000 225,000.00 0.050 11,250.00 0.650 146,250.00 S) PROGRAM CAS145 PAGE 9 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 08:32 AM ESTIMATE NO. 34 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 08/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,483,337.17 33,032,420.86 ADJUSTMENT OF COMPENSATION 1,119.35 330,840.29 EXTRA WORK 172,172.61 3,517,834.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,656,629.13 36,881,096.04 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 1,656,629.13 42,141,087.04 MATERIALS ON HAND ON SITE 1,061,217.66 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -70,000.00 TOTAL 1,656,629.13 43,132,304.70 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 00/00/00 07/11/05 607 35 92 10 74% 38% PROGRESS IS SATISFACTORY WILLIAM J. GILCHRIST RESIDENT ENGINEER PROGRAM CAS145 DATE 08/25/03