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 12/24/03 EST. NO.49 TIME 09:58 AM R.E. NAME: BORNMAN, BILL 04-013014 --------------------------------------------------------------------------- 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 0036 504.44 E.W. @ F.A.(+) 111403 Y 1577.0 035 0013 281,666.71 A.C. @ L.S.(+) 121903 N 0013 0 0014 368,333.39 122203 N 0014 0 121 0001 1,675,230.00 A.C. @ L.S.(+) 121903 N 0001 0 132 0001 3,736.45 E.W. @ F.A.(+) 102403 N 1531 0 0002 1,373.85 102003 N 1525 0 0003 3,365.39 102103 N 1526 0 0004 3,903.22 102303 N 1529 0 0005 3,410.00 102203 N 1528 0 136 0002 512.61 E.W. @ F.A.(+) 111303 Y 1558.0 150 0001 -78,300.00 A.C. @ L.S.(-) 121903 N 0001 0 2,263,736.06 TOTAL THIS ESTIMATE 39,096,525.11 TOTAL PREVIOUS ESTIMATE 41,360,261.17 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 12/24/03 EST. NO.49 TIME 09:58 AM R.E. NAME: BORNMAN, BILL 04-013014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKE CHARGES -400.00 06 RESTAKE CHARGES 400.00 07 T3 PILES-NO REPAIR -9,975.00 16 P.1 SHEAR KEY CONCR. -394.70 18 PG&E INVOICE -689.95 19 RETURN LABOR COMPL -10,000.00 36 UNDO RTN LIBR COMP 10,000.00 37 OUT OF STATE 146 -5,000.00 46 OUT IF STATE 148 -5,000.00 46 LATE LANE CLOSURE -130,500.00 47 OUT/STATE INSPECTION -983,400.00 48 LATE LANE CLOSURE 130,500.00 49 PILE @ T2 10,000.00 49 140,500.00 -994,459.65 LABOR COMPLIANCE VIOLATION LUCAS MARINE PAYROLL -10,000.00 07 LUCAS MARINE PAYROLL 10,000.00 09 LABORCOMPLIANCEVIO -10,000.00 33 RETURN LCV EST 33 10,000.00 37 0.00 0.00 TOTAL DEDUCTIONS 140,500.00 -994,459.65 PROGRAM CAS145 PAGE 1 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:58 AM ESTIMATE NO. 49 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: BORNMAN, BILL DATE OF THIS ESTIMATE 12/24/03 LOCATION RERUN PROGRESS ESTIMATE 04-CC-80-13.8/14.7 ----------------------- 04-SOL-80-0.0/0.5 FCI CONSTRUCTOR INC. IN CONTRA COSTA AND SOLANO COUNTIES CLEVELAND BRIDGE CALIFORNIA AT CROCKETT AND VALLEJO AT THE INC A JOINT VENTURE WESTBOUND CARQUINEZ BRIDGE AND CURTIS WELTZ OVERHEAD 90 GREAT OAKS BLVD SUITE 105 SAN JOSE, CA 95119 FED. AID NO. N O N E REPLACE WEST SPAN CARQUINEZ BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ELECTRONIC MOBILE DAILY DAIRY COMPUTER LS 19,200.0000 19,200.00 1.000 19,200.00 SYSTEM DATA DELIVERY 02 TIME RELATED OVERHEAD LS 6000,000.0000 26,000,000.00 1.000 26,000,000.00 03 ESTABLISH MARINE ACCESS LS 960,000.0000 960,000.00 1.000 960,000.00 04 PROGRESS SCHEDULE (CRITICAL PATH) LS 20,000.0000 20,000.00 0.960 19,200.00 05 PREPARE STORM WATER POLLUTION PREVENTION LS 25,000.0000 25,000.00 1.000 25,000.00 PLAN 06 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.800 100,000.00 07 NON-STORM WATER DISCHARGE LS 200,000.0000 200,000.00 1.000 200,000.00 08 TEMPORARY COVER M2 4.0000 20,000.00 13,116.000 52,464.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 550.0000 10,450.00 32.000 17,600.00 10 TEMPORARY EROSION CONTROL M2 2.0000 20,200.00 8,852.000 17,704.00 11 TEMPORARY CONCRETE WASHOUT EA 2,000.0000 66,000.00 32.000 64,000.00 12 TEMPORARY CONSTRUCTION ROAD M2 30.0000 19,200.00 654.800 19,644.00 13 TEMPORARY SILT FENCE M 10.0000 55,500.00 3,381.000 33,810.00 14 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.850 42,500.00 S) 15 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.900 108,000.00 16 TYPE III BARRICADE EA 56.0000 1,456.00 8.000 448.00 S) 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 56.0000 2,576.00 27.860 1,560.16 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 56.0000 4,200.00 50.000 2,800.00 S) 19 TEMPORARY RAILING (TYPE K) M 42.0000 167,832.00 1,086.000 45,612.00 3,682.500 154,665.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 247.0000 23,465.00 3.000 741.00 98.000 24,206.00 S) 21 ABANDON 75 MM WATER LINE LS 6,000.0000 6,000.00 1.000 6,000.00 22 ABANDON SEWER LS 6,000.0000 6,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:58 AM ESTIMATE NO. 49 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: BORNMAN, BILL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CHAIN LINK FENCE M 17.0000 15,521.00 913.000 15,521.00 24 REMOVE PAVEMENT MARKING M2 28.0000 19,404.00 470.730 13,180.44 25 REMOVE PAVEMENT MARKER EA 6.0000 2,682.00 324.000 1,944.00 26 REMOVE ROADSIDE SIGN EA 56.0000 1,344.00 0.000 0.00 27 REMOVE SIGN STRUCTURE EA 2,816.0000 5,632.00 0.000 0.00 28 REMOVE CULVERT M 282.0000 3,666.00 13.500 3,807.00 29 REMOVE INLET EA 845.0000 4,225.00 5.000 4,225.00 30 REMOVE DOWNDRAIN M 56.0000 1,456.00 15.000 840.00 31 REMOVE BASE AND SURFACING M3 20.0000 49,240.00 1,512.000 30,240.00 32 SALVAGE METAL BEAM GUARD RAILING M 56.0000 4,200.00 75.000 4,200.00 33 SALVAGE ROADSIDE SIGN EA 56.0000 336.00 0.000 0.00 34 RELOCATE ROADSIDE SIGN-ONE POST EA 113.0000 1,469.00 0.000 0.00 35 ADJUST INLET EA 282.0000 846.00 0.000 0.00 36 MODIFY INLET TO MANHOLE EA 3,379.0000 6,758.00 1.000 3,379.00 37 PLANE ASPHALT CONCRETE PAVEMENT M2 56.0000 11,760.00 0.000 0.00 S) 38 REMOVE CONCRETE BARRIER M 69.0000 9,660.00 140.000 9,660.00 39 REMOVE CRASH CUSHION EA 117.0000 819.00 7.000 819.00 40 REMOVE FENDER LS 243,227.0000 243,227.00 1.000 243,227.00 41 CLEARING AND GRUBBING LS 192,000.0000 192,000.00 1.000 192,000.00 42 DEMOLISH MAINTENANCE FACILITY CONCRETE LS 140,779.0000 140,779.00 1.000 140,779.00 43 LEAD PAINT REMOVAL LS 140,779.0000 140,779.00 1.000 140,779.00 (MAINTENANCE FACILITY) 44 ASBESTOS REMOVAL LS 281,558.0000 281,558.00 1.000 281,558.00 (MAINTENANCE FACILITY) 45 ROADWAY EXCAVATION M3 50.0000 296,500.00 5,930.000 296,500.00 (HAZARDOUS) 46 ROADWAY EXCAVATION M3 50.0000 1,662,100.00 5,498.000 274,900.00 42,347.000 2,117,350.00 (CONTAMINATED) 47 UTILITY EXCAVATION M3 100.0000 168,500.00 1,685.000 168,500.00 (HAZARDOUS) 48 UTILITY EXCAVATION M3 100.0000 4,000.00 40.000 4,000.00 (CONTAMINATED) 49 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 190,000.00 4,750.000 190,000.00 F) PROGRAM CAS145 PAGE 3 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:58 AM ESTIMATE NO. 49 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: BORNMAN, BILL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 51 STRUCTURE EXCAVATION (TYPE A) (CLASS I) M3 130.0000 557,700.00 4,290.000 557,700.00 F) 52 STRUCTURE EXCAVATION (TYPE A) (CLASS II) M3 150.0000 1,181,250.00 7,875.000 1,181,250.00 F) 53 STRUCTURE EXCAVATION (TYPE D) M3 130.0000 44,850.00 345.000 44,850.00 F) 54 STRUCTURE EXCAVATION (ROCK) M3 150.0000 2,295,000.00 15,300.000 2,295,000.00 F) 55 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 33,750.00 675.000 33,750.00 F) 56 STRUCTURE EXCAVATION M3 235.0000 175,075.00 745.000 175,075.00 (RETAINING WALL) (CLASS I) 57 STRUCTURE EXCAVATION M3 50.0000 76,850.00 2,464.000 123,200.00 (RETAINING WALL) (CLASS II) 58 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 50.0000 27,500.00 550.000 27,500.00 F) 59 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 100.0000 34,000.00 755.000 75,500.00 F) 60 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 300,000.00 5,195.960 259,798.00 F) 61 SAND FILL M3 205.0000 45,920.00 224.000 45,920.00 F) 62 STRUCTURE BACKFILL (RETAINING WALL) M3 150.0000 244,350.00 1,580.000 237,000.00 F) 63 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 480.0000 9,600.00 56.000 26,880.00 F) 64 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 150.0000 7,500.00 50.000 7,500.00 F) 65 CLASS 3 CONCRETE BACKFILL M3 200.0000 78,400.00 392.000 78,400.00 F) 66 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 67 LEAN CONCRETE BACKFILL M3 150.0000 43,800.00 292.000 43,800.00 F) 68 SOIL NAIL ASSEMBLY M 75.0000 200,100.00 3,475.000 260,625.00 S) 69 LITTER RECEPTACLE EA 1,126.0000 2,252.00 2.000 2,252.00 2.000 2,252.00 S) 70 DRINKING FOUNTAIN EA 2,816.0000 2,816.00 1.000 2,816.00 1.000 2,816.00 S) 71 TREE GRATE EA 1,689.0000 1,689.00 0.000 0.00 S) 72 BIKE RACK EA 2,816.0000 2,816.00 1.000 2,816.00 1.000 2,816.00 S) 73 BENCH EA 2,816.0000 16,896.00 5.000 14,080.00 5.000 14,080.00 S) 74 EROSION CONTROL (BLANKET) M2 6.0000 13,770.00 5,000.000 30,000.00 14,253.000 85,518.00 75 STRAW (EROSION CONTROL) TONN 845.0000 1,690.00 0.000 0.00 S) 76 FIBER (EROSION CONTROL) KG 6.0000 2,970.00 465.000 2,790.00 465.000 2,790.00 S) PROGRAM CAS145 PAGE 4 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:58 AM ESTIMATE NO. 49 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: BORNMAN, BILL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FIBER ROLLS (EROSION CONTROL) M 23.0000 20,930.00 767.000 17,641.00 S) 78 FIBER ROLLS (CHECK DAMS) M 23.0000 2,622.00 0.000 0.00 S) 79 SEED (EROSION CONTROL) KG 28.0000 1,008.00 70.000 1,960.00 136.360 3,818.08 S) 80 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 23.0000 5,083.00 415.000 9,545.00 690.000 15,870.00 S) 81 STABILIZING EMULSION (EROSION CONTROL) KG 23.0000 1,380.00 0.000 0.00 S) 82 25 MM PLASTIC PIPE (PR 315) M 56.0000 840.00 15.000 840.00 15.000 840.00 S) (SUPPLY LINE) 83 150 MM PLASTIC PIPE (PR 315) M 84.0000 1,680.00 20.000 1,680.00 20.000 1,680.00 S) (SUPPLY LINE) 84 RELOCATE 100 MM ELECTRICAL LINE LS 100,000.0000 100,000.00 1.000 100,000.00 S) 85 CLASS 4 AGGREGATE SUBBASE M3 11.0000 22,055.00 3,077.520 33,852.72 86 CLASS 3 AGGREGATE BASE M3 47.0000 35,156.00 500.000 23,500.00 1,078.000 50,666.00 87 CEMENT TREATED BASE M3 84.0000 376,740.00 2,778.500 233,394.00 (PLANT-MIXED, CLASS A) 88 ASPHALT TREATED PERMEABLE BASE M3 96.0000 99,456.00 869.900 83,510.40 89 ASPHALT CONCRETE (TYPE A) TONN 40.0000 850,800.00 12,673.550 506,942.00 90 ASPHALT CONCRETE (BRIDGE) TONN 80.0000 185,600.00 2,206.560 176,524.80 91 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 1,068.00 0.000 0.00 92 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 120.00 0.000 0.00 93 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 6,500.00 5.000 2,500.00 94 DRILLED HOLE (600 MM) M 30.0000 2,670.00 90.000 2,700.00 95 DRILLED HOLE (915 MM) M 100.0000 28,000.00 280.000 28,000.00 96 DRILLED HOLE (1.2 M) M 100.0000 35,500.00 355.000 35,500.00 97 STEEL SOLDIER PILE (W250 X 131) M 300.0000 9,600.00 32.000 9,600.00 98 STEEL SOLDIER PILE (W310 X 226) M 300.0000 48,000.00 160.000 48,000.00 99 STEEL SOLDIER PILE (W360 X 237) M 300.0000 16,500.00 55.000 16,500.00 00 STEEL SOLDIER PILE (W360 X 314) M 300.0000 72,000.00 240.000 72,000.00 01 STEEL SOLDIER PILE (W690 X 289) M 300.0000 106,500.00 355.000 106,500.00 02 FURNISH STEEL PIPE PILING (NPS 16) M 150.0000 861,000.00 5,740.000 861,000.00 03 DRIVE STEEL PIPE PILE (NPS 16) EA 3,500.0000 560,000.00 159.000 556,500.00 S) PROGRAM CAS145 PAGE 5 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:58 AM ESTIMATE NO. 49 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: BORNMAN, BILL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 3000 MM PERMANENT STEEL SHELL M 9,000.0000 4,518,000.00 540.500 4,864,500.00 S) 05 3000 MM CAST-IN-DRILLED-HOLE CONCRETE M 7,500.0000 7,507,500.00 1,039.500 7,796,250.00 S) PILING 06 2700 MM CAST-IN-DRILLED-HOLE CONCRETE M 7,500.0000 5,407,500.00 736.700 5,525,250.00 S) PILING (ROCK SOCKET) 07 INSTALL STATE-FURNISHED 3000 MM M 8,000.0000 3,992,000.00 499.000 3,992,000.00 S) PERMANENT STEEL SHELL 08 FURNISH CAST-IN-STEEL SHELL CONCRETE M 300.0000 3,769,500.00 12,535.150 3,760,545.00 PILING (NPS 30) (TYPE A) 09 DRIVE CAST-IN-STEEL SHELL CONCRETE PILE EA 7,500.0000 2,850,000.00 380.000 2,850,000.00 S) (NPS 30) (TYPE A) 10 FURNISH CAST-IN-STEEL SHELL CONCRETE M 500.0000 880,000.00 1,791.650 895,825.00 PILING (NPS 30) (TYPE B) 11 DRIVE IN-CAST-STEEL SHELL CONCRETE PILE EA 7,500.0000 375,000.00 51.000 382,500.00 S) (NPS 30) (TYPE B) 12 FURNISH CAST-IN-STEEL SHELL CONCRETE M 500.0000 650,000.00 1,336.500 668,250.00 PILING (NPS 30) (TYPE C) 13 DRIVE CAST-IN-STEEL SHELL CONCRETE PILE EA 50,000.0000 1,600,000.00 32.000 1,600,000.00 S) (NPS 30) (TYPE C) 14 FURNISH CAST-IN-STEEL SHELL CONCRETE M 1,500.0000 315,000.00 225.000 337,500.00 PILING (NPS 60) 15 DRIVE CAST-IN-STEEL SHELL CONCRETE PILE M 30,000.0000 150,000.00 5.000 150,000.00 S) (NPS 60) 16 PRESTRESSING CAST-IN-PLACE CONCRETE LS 300,000.0000 300,000.00 1.000 300,000.00 S) 17 TOWER FOOTING FORM EA 3000,000.0000 6,000,000.00 2.000 6,000,000.00 S) 18 SEAL COURSE CONCRETE M3 550.0000 732,600.00 1,511.870 831,528.50 19 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 10,120,000.00 18,400.000 10,120,000.00 F) 20 STRUCTURAL CONCRETE, BRIDGE M3 700.0000 19,236,000.00 27,058.000 18,940,600.00 F) 21 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 858,200.00 1,201.000 840,700.00 F) 22 STRUCTURAL CONCRETE, APPROACH SLAB M3 300.0000 43,500.00 145.000 43,500.00 F) (TYPE N) 23 STRUCTURAL CONCRETE (SOLDIER PILE WALL) M3 700.0000 114,800.00 164.000 114,800.00 F) 24 STRUCTURAL CONCRETE (SOIL NAIL WALL) M3 600.0000 172,200.00 375.000 225,000.00 F) 25 MINOR CONCRETE (MINOR STRUCTURE) M3 2,800.0000 61,600.00 20.924 58,587.20 26 MINOR CONCRETE (CAP) M3 1,589.0000 79,450.00 50.000 79,450.00 27 ARCHITECTURAL TREATMENT M2 173.0000 208,465.00 1,302.000 225,246.00 F) (TEXTURED CONCRETE) 28 JOINT SEAL ASSEMBLY (MR=1270 MM) M 15,000.0000 375,000.00 1.520 22,800.00 25.000 375,000.00 S) 29 JOINT SEAL ASSEMBLY (MR=1000 MM) M 13,000.0000 325,000.00 25.000 325,000.00 S) 30 MAINTENANCE WALKWAY M2 90.0000 66,600.00 37.000 3,330.00 740.000 66,600.00 PROGRAM CAS145 PAGE 6 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:58 AM ESTIMATE NO. 49 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: BORNMAN, BILL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 4,968,000.00 14,395.660 14,395.66 4,968,000.000 4,968,000.00 SF) 32 BAR REINFORCING STEEL KG 1.0000 12,000.00 12,000.000 12,000.00 SF)(SOLDIER PILE WALL) 33 BAR REINFORCING STEEL (SOIL NAIL WALL) KG 1.0000 25,000.00 31,000.000 31,000.00 SF) 34 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 53,680.00 52,570.000 52,570.00 F) 35 BAR REINFORCING STEEL (EPOXY COATED) KG 1.0000 283,000.00 283,000.000 283,000.00 SF)(BRIDGE) 36 WELDED HEADED BAR REINFORCEMENT EA 500.0000 604,000.00 1,208.000 604,000.00 SF) 37 SHOTCRETE M3 400.0000 26,000.00 80.000 32,000.00 F) 38 BRIDGE DECK MEMBRANE WATERPROOFING M2 50.0000 1,325,000.00 1,325.000 66,250.00 26,500.005 1,325,000.25 SF) 39 FURNISH STRUCTURAL STEEL (BRIDGE) KG 1.0000 12,722,000.00 12,716,327.000 12,716,327.00 SF) 40 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.3500 4,452,700.00 12,722,000.000 4,452,700.00 SF) 41 FURNISH CABLE SYSTEM (WEST CABLE) LS 4000,000.0000 4,000,000.00 1.000 4,000,000.00 S) 42 FURNISH CABLE SYSTEM (EAST CABLE) LS 3369,076.0000 3,369,076.00 1.000 3,369,076.00 S) 43 ERECT CABLE SYSTEM (WEST CABLE) LS 5000,000.0000 5,000,000.00 0.005 25,000.00 1.000 5,000,000.00 S) 44 ERECT CABLE SYSTEM (EAST CABLE) LS 5000,000.0000 5,000,000.00 1.000 5,000,000.00 S) 45 MAINTENANCE TRAVELER EA 450,000.0000 1,350,000.00 3.000 1,350,000.00 46 FURNISH SIGN STRUCTURE (TUBULAR) KG 6.0000 61,200.00 10,200.000 61,200.00 S) 47 INSTALL SIGN STRUCTURE (TUBULAR) KG 2.0000 20,400.00 10,200.000 20,400.00 S) 48 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 75,882.00 12,647.000 75,882.00 S) 49 INSTALL SIGN STRUCTURE (TRUSS) KG 2.0000 25,294.00 7,825.000 15,650.00 S) 50 920 MM CAST-IN-DRILLED-HOLE M 2,816.0000 47,872.00 9.000 25,344.00 S) CONCRETE PILE (SIGN FOUNDATION) 51 METAL (RAIL MOUNTED SIGN) KG 500.0000 350,000.00 0.000 0.00 52 ROADSIDE SIGN - ONE POST EA 150.0000 1,650.00 0.000 0.00 53 ROADSIDE SIGN - TWO POST EA 175.0000 350.00 0.000 0.00 54 ROADSIDE SIGN EA 169.0000 507.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 55 RRP LUMBER M3 3,193.0000 510,880.00 145.400 464,262.20 F) 56 TREATED LUMBER AND TIMBER M3 1,894.0000 265,160.00 126.000 238,644.00 F) 57 TIMBER LAGGING M3 1,356.0000 67,800.00 26.000 35,256.00 F) PROGRAM CAS145 PAGE 7 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:58 AM ESTIMATE NO. 49 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: BORNMAN, BILL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CLEAN AND PAINT STRUCTURAL STEEL LS 2500,000.0000 2,500,000.00 1.000 2,500,000.00 S) 59 CLEAN AND PAINT CABLE SYSTEM LS 1000,000.0000 1,000,000.00 0.950 950,000.00 S) 60 CLEAN AND PAINT SOLDIER PILE LS 200,000.0000 200,000.00 1.000 200,000.00 61 450 MM REINFORCED CONCRETE PIPE M 338.0000 15,886.00 53.300 18,015.40 62 600 MM REINFORCED CONCRETE PIPE M 394.0000 4,334.00 22.500 8,865.00 63 900 MM REINFORCED CONCRETE PIPE M 450.0000 4,500.00 0.000 0.00 64 150 MM PLASTIC PIPE M 282.0000 2,820.00 0.000 0.00 65 80 MM PLASTIC PIPE (EDGE DRAIN) M 28.0000 27,720.00 937.200 26,241.60 66 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 56.0000 2,240.00 35.000 1,960.00 67 FURNISH AND INSTALL DRAIN PIPE M 141.0000 8,037.00 0.000 0.00 (HORIZONTAL DRAIN) 68 DRILL HOLE (HORIZONTAL DRAIN) M 56.0000 3,192.00 0.000 0.00 69 HORIZONTAL DRAIN CONNECTOR UNIT M 563.0000 1,126.00 0.000 0.00 70 200 MM COLLECTOR SYSTEM M 113.0000 3,390.00 14.400 1,627.20 (HORIZONTAL DRAIN) 71 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 75.0000 285,150.00 2,015.300 151,147.50 72 200 MM APU UNDERDRAIN (PERFORATED) M 141.0000 65,847.00 532.480 75,079.68 73 200 MM APU UNDERDRAIN (SOLID) M 141.0000 18,753.00 97.300 13,719.30 74 450 MM BITUMINOUS COATED CORRUGATED M 141.0000 1,269.00 9.000 1,269.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 75 450 MM ANCHOR ASSEMBLY EA 563.0000 563.00 0.000 0.00 76 JACKED 600 MM WELDED STEEL PIPE M 845.0000 42,250.00 50.000 42,250.00 50.000 42,250.00 (6.35 MM THICK) 77 RELOCATE 450 MM PVC SEWER OUTFALL M 542.0000 37,398.00 69.000 37,398.00 S) 78 RELOCATE 250 MM PVC SEWER FORCE MAIN M 402.0000 50,250.00 125.000 50,250.00 S) 79 ROCK ENERGY DISSIPATOR EA 2,816.0000 2,816.00 0.700 1,971.20 1.000 2,816.00 80 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 18,000.00 0.000 0.00 CONSTRUCTION) 81 MINOR CONCRETE (GUTTER) M 78.0000 21,528.00 235.000 18,330.00 F) 82 MISCELLANEOUS CONCRETE CONSTRUCTION M2 144.0000 106,560.00 740.000 106,560.00 (COLORED CONCRETE PAVING) 83 MISCELLANEOUS IRON AND STEEL KG 7.0000 16,100.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:58 AM ESTIMATE NO. 49 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: BORNMAN, BILL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 1,780,000.00 6,342.000 126,840.00 84,581.000 1,691,620.00 SF) 85 BRIDGE DECK DRAINAGE SYSTEM KG 1.0000 21,300.00 21,300.000 21,300.00 SF) 86 RELOCATE 500 MM WATER PIPE M 565.0000 135,600.00 213.000 120,345.00 87 CHAIN LINK FENCE (TYPE CL-1.2) M 93.0000 22,599.00 34.000 3,162.00 SF) 88 CHAIN LINK FENCE (TYPE CL-1.2, M 56.0000 29,400.00 849.000 47,544.00 1,284.000 71,904.00 VINYL-CLAD) 89 CHAIN LINK FENCE (TYPE CL-1.8, M 56.0000 11,200.00 0.000 0.00 VINYL-CLAD) 90 CHAIN LINK GATE EA 845.0000 845.00 1.000 845.00 91 DELINEATOR (CLASS I, TYPE F) EA 56.0000 1,400.00 0.000 0.00 92 METAL BEAM GUARD RAILING (WOOD POST) M 84.0000 6,132.00 0.000 0.00 S) 93 METAL RAILING (610 MM) M 118.0000 120,360.00 1,020.000 120,360.00 S) 94 CONCRETE BARRIER (TYPE 27 MODIFIED) M 140.0000 303,800.00 2,170.000 303,800.00 F) 95 METAL BRIDGE RAILING M 520.0000 551,200.00 1,060.000 551,200.00 SF) 96 BARRIER MOUNTED BRIDGE RAILING M 157.0000 174,270.00 1,110.000 174,270.00 SF) 97 VISTA POINT RAILING M 280.0000 37,800.00 0.000 0.00 S) 98 CABLE ANCHOR ASSEMBLY EA 500.0000 500.00 0.000 0.00 S) (BREAKAWAY, TYPE B) 99 TERMINAL SYSTEM (TYPE SRT) EA 2,252.0000 9,008.00 0.000 0.00 S) 00 CRASH CUSHION, SAND FILLED (TYPE A) EA 563.0000 13,512.00 0.000 0.00 01 CONCRETE BARRIER (TYPE 60) M 150.0000 168,900.00 1,060.000 159,000.00 02 CONCRETE BARRIER (TYPE 60C) M 200.0000 150,000.00 562.500 112,500.00 03 CONCRETE BARRIER (TYPE 60E) M 500.0000 10,000.00 0.000 0.00 04 THERMOPLASTIC PAVEMENT MARKING M2 56.0000 2,464.00 22.000 1,232.00 S) 05 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,415.00 2,167.000 2,167.00 S) 06 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 60.00 38.000 38.00 S) 07 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 238.00 158.000 158.00 S) (BROKEN 3.66 M - 0.92 M) 08 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 40.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 09 300 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 51.00 0.000 0.00 (SOLID 3.66 M - 0.92 M) 10 PAINT TRAFFIC STRIPE (2-COAT, 200 MM) M 1.0000 466.00 198.250 198.25 S) PROGRAM CAS145 PAGE 9 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:58 AM ESTIMATE NO. 49 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: BORNMAN, BILL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 PAINT TRAFFIC STRIPE (2-COAT, 100 MM) M 1.0000 4,546.00 2,016.520 2,016.52 S) 12 PAINT TRAFFIC STRIPE M 1.0000 130.00 38.740 38.74 S) (2-COAT, 100 MM BROKEN) 13 PAINT TRAFFIC STRIPE M 1.0000 355.00 93.030 93.03 S) (2-COAT, 200 MM BROKEN) 14 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 6.0000 468.00 0.000 0.00 TYPE C) 15 PAVEMENT MARKER (TWO-WAY YELLOW EA 6.0000 36.00 0.000 0.00 S) REFLECTIVE - SPECIAL TYPE D) 16 PAVEMENT MARKER (NON-REFLECTIVE) EA 6.0000 17,736.00 660.000 3,960.00 S) 17 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 6.0000 5,352.00 266.000 1,596.00 S) TYPE G) 18 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 6.0000 3,726.00 110.000 660.00 S) TYPE H) 19 LIGHTING AND ELECTRICAL SYSTEM LS 100,000.0000 100,000.00 0.854 85,400.00 S) 20 NAVIGATIONAL LIGHTING, AVIATION LIGHTING LS 250,000.0000 250,000.00 0.292 73,000.00 S) AND FOG DETECTION SYSTEM 21 TOS AND CALL BOX SYSTEM LS 50,000.0000 50,000.00 0.850 42,500.00 S) 22 TRAFFIC OPERATIONS SYSTEM LS 14,707.0000 14,707.00 0.695 10,221.37 S) 23 CCTV CAMERA EA 25,000.0000 50,000.00 0.948 23,700.00 S) 24 PAN AND TILT UNIT EA 1,657.0000 3,314.00 0.950 1,574.15 S) 25 VIDEO ENCODER UNIT EA 2,319.0000 4,638.00 0.000 0.00 S) 26 CAMERA CONTROL UNIT EA 2,319.0000 4,638.00 0.670 1,553.73 S) 27 INTEGRATED SERVICES DIGITAL NETWORK EA 3,312.0000 6,624.00 0.000 0.00 S) TERMINAL ADAPTER 28 MICROWAVE VEHICLE DETECTION SENSOR EA 3,312.0000 16,560.00 4.000 13,248.00 S) 29 DIAL UP MODEM EA 662.0000 662.00 0.000 0.00 S) 30 CONDUIT LAYOUT LS 33,125.0000 33,125.00 0.947 31,369.38 S) 31 EXISTING ADMINISTRATION BUILDING LS 66,251.0000 66,251.00 0.949 62,872.20 S) (MODIFICATION) 32 NEW SUBSTATION CONDUIT LAYOUT LS 66,251.0000 66,251.00 0.985 65,257.24 S) 33 NEW SUBSTATION BUILDING EXTERIOR LS 25,000.0000 25,000.00 1.000 25,000.00 S) ELEVATIONS 34 NEW SUBSTATION GROUNDING ELECTRODE LS 25,000.0000 25,000.00 1.000 25,000.00 S) CONDUCTOR SYSTEM LAYOUT 35 NEW SUBSTATION GROUNDING ELECTRODE LS 25,000.0000 25,000.00 1.000 25,000.00 S) SYSTEM LAYOUT 36 NEW SUBSTATION LIGHTNING PROTECTION LS 25,000.0000 25,000.00 1.000 25,000.00 S) LAYOUT 37 NEW SUBSTATION COMMUNICATION AND LS 25,000.0000 25,000.00 1.000 25,000.00 S) CONTROL POWER CONDUIT LAYOUT PROGRAM CAS145 PAGE 10 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:58 AM ESTIMATE NO. 49 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: BORNMAN, BILL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 PLC AND FCS LAYOUT, SCADA SCREEN AND LS 25,000.0000 25,000.00 1.000 25,000.00 S) SCADA DATA POINTS 39 COMMUNICATION MISCELLANEOUS ITEMS LS 25,000.0000 25,000.00 1.000 25,000.00 S) 40 NEW SUBSTATION BUILDING POWER LS 25,000.0000 25,000.00 1.000 25,000.00 S) CONDUIT LAYOUT 41 NEW SUBSTATION 12.47KV AND 480/277V LS 25,000.0000 25,000.00 1.000 25,000.00 S) CONDUIT LAYOUT 42 NEW SUBSTATION OVERHEAD CONDUIT, FIRE LS 25,000.0000 25,000.00 1.000 25,000.00 S) ALARM AND SECURITY SYSTEM LAYOUT 43 NEW SUBSTATION LIGHTING AND RECEPTACLE LS 25,000.0000 25,000.00 1.000 25,000.00 S) LAYOUT 44 BRIDGE SECTIONS VIEW LS 25,000.0000 25,000.00 0.445 11,125.00 S) 45 EXISTING AND NEW FOG, NAV, AND AVA LS 25,000.0000 25,000.00 0.500 12,500.00 S) CHANNEL LIGHTING AND CABLE LAYOUT 46 ROADWAY LIGHTING AND SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.528 13,200.00 S) 47 CALL BOX SYSTEM (MODIFY) LS 25,000.0000 25,000.00 0.402 10,050.00 S) 48 PATHWAY LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 S) 49 HIGHWAY LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 50 CALL BOX SYSTEM (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 0.650 65,000.00 S) 51 SEISMIC MONITORING ELECTRICAL SYSTEM LS 600,000.0000 600,000.00 0.543 325,800.00 S) 52 SECURITY SYSTEM LS 300,000.0000 300,000.00 0.200 60,000.00 S) 53 MECHANICAL WORK LS 1000,000.0000 1,000,000.00 0.865 865,000.00 S) 54 RELOCATE BACKUP GENERATOR AND TRASH LS 150,000.0000 150,000.00 1.000 150,000.00 ENCLOSURE 55 BUILDING WORK (SUBSTATION) LS 750,000.0000 750,000.00 1.000 750,000.00 S) 56 STRUCTURE EXCAVATION (TYPE D) M3 400.0000 181,200.00 453.000 181,200.00 F) (CLASS I) 57 STRUCTURE EXCAVATION (TYPE D) M3 550.0000 261,250.00 475.000 261,250.00 F) (CLASS II) 58 DRILLED HOLE (760 MM) M 300.0000 28,800.00 96.000 28,800.00 F) 59 FURNISH CAST-IN-STEEL SHELL CONCRETE M 450.0000 1,071,000.00 2,376.000 1,069,200.00 PILING (NPS 30) 60 DRIVE CAST-IN-STEEL SHELL CONCRETE EA 9,000.0000 576,000.00 64.000 576,000.00 S) PILE (NPS 30) 61 ROADWAY EXCAVATION M3 50.0000 57,500.00 0.000 0.00 62 MINOR CONCRETE (CURB) M 30.0000 3,930.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:58 AM ESTIMATE NO. 49 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: BORNMAN, BILL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 763,912.86 168,522,625.04 ADJUSTMENT OF COMPENSATION 2,246,930.10 35,577,194.04 EXTRA WORK 16,805.96 5,783,067.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,027,648.92 209,882,886.21 63 MOBILIZATION LS 8000,000.0000 18,000,000.00 1.000 18,000,000.00 ORIGINAL CONTRACT AMOUNT 187,837,346.00 TOTAL WORK COMPLETED 3,027,648.92 227,882,886.21 MATERIALS ON HAND ON SITE 281,769.73 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 140,500.00 -994,459.65 TOTAL 3,168,148.92 227,170,196.29 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 01/28/00 1200 01/29/00 01/29/00 05/05/04 1419 0 358 4 97% 91% PROGRESS IS SATISFACTORY BORNMAN, BILL RESIDENT ENGINEER PROGRAM CAS145 DATE 12/24/03