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 11/22/04 EST. NO.34 TIME 02:49 PM R.E. NAME: LEE, KEN 04-006064 --------------------------------------------------------------------------- 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 1699 269.00 E.W. @ F.A.(+) 081904 Y 1380.0 1700 269.00 082004 Y 1381.0 1701 65.58 082304 Y 1382.0 1702 119.32 083004 Y 1383.0 1703 152.11 083104 Y 1384.0 1706 60.18 090804 Y 1387.0 1707 477.28 091304 Y 1388.0 1708-1 -429.00 052304 Y 1299 0 DAO CORRECTING ENTRY 1709 471.90 052304 Y 1299.1 002 0041 388.00 A.C. @ U.P.(+) 091904 Y 1425.0 0042 316.80 102404 Y 1426.0 006 1603 41,940.00 E.W. @ L.S.(+) 111604 N 9999 0 013 0021 12,140.69 A.C. @ L.S.(+) 111604 N 9999 0 022 0046 1,113.06 E.W. @ F.A.(+) 091304 Y 1346.0 0047 2,480.56 091004 Y 1344.0 0049 2,479.33 092404 Y 1393.0 0050 3,856.68 092204 Y 1395.0 0051 969.82 092104 Y 1396.0 0052 524.66 100204 Y 1397.0 0054 212.41 092304 Y 1428.0 0057 1,012.00 092404 Y 1436.0 044 0063 2,315.00 A.C. @ L.S.(+) 111704 N 9999 0 053 0001-1 -83,974.14 E.W. @ L.S.(+) 111903 N 0001 0 DAO CORRECTING ENTRY 0002 83,974.14 111903 N 0002 0 055 0001 10,379.00 A.C. @ L.S.(+) 111604 N 999 0 059 0001 1,000.00 A.C. @ L.S.(+) 111604 N 9999 0 069 0001 19,757.00 A.C. @ L.S.(+) 111604 N 9999 0 076 0001 849.65 E.W. @ F.A.(+) 031904 N 1401 0 0002 406.40 032504 N 1402 0 0003 543.43 051404 N 1403 0 0004 219.04 072604 N 1404 0 082 0002 507.25 E.W. @ F.A.(+) 052704 N 1446 0 0003 715.00 060104 N 1447 0 0005 818.27 060704 N 1449 0 0006 452.97 061104 N 1450 0 0009 2,017.46 061504 N 1453 0 0011 2,357.37 061704 N 1455 0 0012 1,394.98 080604 N 1456 0 0013 1,077.02 080904 N 1457 0 0014 2,875.59 061804 N 1452 0 0015 38,313.00 E.W. @ L.S.(+) 111604 N 9999 0 154,887.81 TOTAL THIS ESTIMATE 5,152,013.25 TOTAL PREVIOUS ESTIMATE 5,306,901.06 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 11/22/04 EST. NO.34 TIME 02:49 PM R.E. NAME: LEE, KEN 04-006064 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AS PER SP 10-1/50 -12,049.17 25 OUT OF STATE INSPECT -10,000.00 28 PILE MITIGATION DED -9,486.03 30 SWPPP VIOLATIONS -371,771.14 33 SWPPP VIOLATIONS 371,771.14 34 371,771.14 -31,535.20 LABOR COMPLIANCE VIOLATION INADEQUATEPAYROLLS -10,000.00 12 INADEQUATE PAYROLLS -10,000.00 14 INADEQUATE PAYROLLS -5,000.00 15 INADEQUATE PAYROLL 15,000.00 18 CONTRACTOR IS IN COM 10,000.00 24 0.00 0.00 TOTAL DEDUCTIONS 371,771.14 -31,535.20 PROGRAM CAS145 PAGE 1 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 02:49 PM ESTIMATE NO. 34 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 11/22/04 LOCATION RERUN PROGRESS ESTIMATE 04-SOL-680-L0.3/1.0 ----------------------- 04-SOL-780-0.7/1.5 C.C, MYERS IN SOLANO AND CONTRA COSTA COUNTIES 2000 PARK RD IN BENICIA AND MARTINEZ ON ROUTES BENICIA CA 94510 680 AND 780 INTERCHANGE FED. AID NO. ACIM-680 -1(54)56N CONSTRUCT BRIDGE INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 10,000.0000 10,000.00 0.028 280.00 0.893 8,930.00 SYSTEM DATA DELIVERY 02 TIME-RELATED OVERHEAD WDAY 7,000.0000 4,760,000.00 21.000 147,000.00 667.000 4,669,000.00 03 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 0.028 420.00 0.899 13,485.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 13.0000 4,940.00 767.470 9,977.11 05 6.10 M TEMPORARY CHAIN LINK GATE EA 1,500.0000 1,500.00 1.000 1,500.00 06 NON-STORM WATER DISCHARGE LS 150,000.0000 150,000.00 1.000 150,000.00 07 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 0.800 12,000.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.031 3,100.00 0.922 92,200.00 09 TEMPORARY COVER M2 5.0000 30,000.00 428.000 2,140.00 7,636.000 38,180.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 650.0000 11,050.00 5.000 3,250.00 26.000 16,900.00 11 TEMPORARY FENCE (TYPE ESA) M 16.0000 4,800.00 92.000 1,472.00 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,200.0000 16,800.00 8.000 9,600.00 13 TEMPORARY ENTRANCE/EXIT EA 4,000.0000 60,000.00 2.000 8,000.00 14.000 56,000.00 14 TEMPORARY EROSION CONTROL M2 2.0000 100,000.00 24,730.000 49,460.00 241,817.440 483,634.88 15 TEMPORARY SILT FENCE M 13.0000 39,000.00 1,473.000 19,149.00 4,178.400 54,319.20 16 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.650 26,000.00 S) 17 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.028 5,600.00 0.891 178,200.00 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.8500 32,810.00 24,800.160 21,080.14 19 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,120.00 5.000 175.00 (LEFT IN PLACE) 20 TEMPORARY PAVEMENT MARKER EA 4.0000 8,440.00 1,163.000 4,652.00 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 1,000.0000 12,000.00 3.000 3,000.00 S) 22 TEMPORARY RAILING (TYPE K) M 25.0000 285,000.00 98.000 2,450.00 10,270.220 256,755.50 PROGRAM CAS145 PAGE 2 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 02:49 PM ESTIMATE NO. 34 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 175.0000 59,500.00 248.000 43,400.00 24 ABANDON CULVERT M 25.0000 5,500.00 84.000 2,100.00 25 ABANDON CORRUGATED STEEL PIPE EA 600.0000 600.00 1.000 600.00 26 ABANDON INLET EA 400.0000 2,000.00 4.000 1,600.00 27 ABANDON WATER PIPELINE EA 650.0000 2,600.00 4.000 2,600.00 28 ABANDON SEWER EA 1,000.0000 1,000.00 1.000 1,000.00 29 OBLITERATE SURFACING M2 3.5000 25,235.00 4,915.000 17,202.50 5,912.000 20,692.00 30 REMOVE CHAIN LINK FENCE M 26.0000 55,380.00 2,509.450 65,245.70 31 REMOVE METAL BEAM GUARD RAILING M 16.0000 19,360.00 1,192.810 19,084.96 32 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 23,200.00 4,197.380 8,394.76 33 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 3.0000 22,470.00 5,119.480 15,358.44 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.5000 18,875.00 2,143.700 5,359.25 35 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.2000 19,936.00 1,810.000 5,792.00 STRIPE 36 REMOVE PAVEMENT MARKER EA 1.2500 4,200.00 1,404.000 1,755.00 37 REMOVE ROADSIDE SIGN (WOOD POST) EA 85.0000 2,380.00 3.000 255.00 38 REMOVE ROADSIDE SIGN EA 50.0000 100.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 39 REMOVE SIGN STRUCTURE EA 2,500.0000 12,500.00 5.000 12,500.00 40 REMOVE ASPHALT CONCRETE M3 16.0000 8,480.00 323.000 5,168.00 41 REMOVE OVERSIDE DRAIN M 30.0000 4,200.00 136.000 4,080.00 42 REMOVE CULVERT M 33.0000 5,280.00 166.500 5,494.50 43 REMOVE PIPE (HORIZONTAL DRAIN) M 11.0000 9,130.00 782.500 8,607.50 44 CLEAN 700 MM DRAINAGE FACILITY EA 3,000.0000 3,000.00 1.000 3,000.00 45 CLEAN 450 MM DRAINAGE FACILITY EA 3,000.0000 3,000.00 1.000 3,000.00 46 STORM DRAIN VIDEO SURVEY EA 4,000.0000 8,000.00 1.000 4,000.00 47 REMOVE INLET EA 500.0000 5,500.00 6.000 3,000.00 48 REMOVE HEADWALL EA 400.0000 1,200.00 3.000 1,200.00 49 REMOVE SEWER MANHOLE EA 1,000.0000 1,000.00 1.000 1,000.00 PROGRAM CAS145 PAGE 3 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 02:49 PM ESTIMATE NO. 34 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE JUNCTION BOX EA 600.0000 600.00 1.000 600.00 51 REMOVE CONCRETE BOX EA 1,000.0000 1,000.00 1.000 1,000.00 52 RELOCATE HYDRANT EA 1,200.0000 1,200.00 1.000 1,200.00 S) 53 RELOCATE WATER METER EA 800.0000 800.00 0.000 0.00 S) 54 PLANE ASPHALT CONCRETE PAVEMENT M2 30.0000 2,910.00 352.000 10,560.00 S) (84 MM MAX) 55 PLANE ASPHALT CONCRETE PAVEMENT M2 9.0000 2,790.00 945.100 8,505.90 S) (99 MM MAX) 56 PLANE ASPHALT CONCRETE PAVEMENT M2 9.0000 5,850.00 2,125.000 19,125.00 S) (60 MM MAX) 57 REMOVE CONCRETE M3 20.0000 3,600.00 85.000 1,700.00 178.000 3,560.00 58 REMOVE CONCRETE BARRIER M 65.0000 70,850.00 1,081.000 70,265.00 59 CAP INLET EA 750.0000 5,250.00 3.000 2,250.00 60 CAP RISER EA 250.0000 250.00 1.000 250.00 61 REMOVE CRASH CUSHION (SAND FILLED) EA 750.0000 750.00 0.000 0.00 62 BRIDGE REMOVAL (PORTION), LOCATION A LS 5,000.0000 5,000.00 1.000 5,000.00 63 BRIDGE REMOVAL (PORTION), LOCATION B LS 5,000.0000 5,000.00 1.000 5,000.00 64 SALVAGE CRASH CUSHION EA 1,500.0000 1,500.00 0.000 0.00 65 CLEARING AND GRUBBING LS 135,000.0000 135,000.00 0.050 6,750.00 1.000 135,000.00 66 ROADWAY EXCAVATION M3 9.0000 2,043,000.00 270,583.410 2,435,250.69 67 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 93,375.00 3,034.390 75,859.75 F) 68 STRUCTURE EXCAVATION M3 65.0000 13,000.00 200.000 13,000.00 F) (TYPE D-LDR) 69 STRUCTURE EXCAVATION M3 350.0000 498,750.00 1,425.000 498,750.00 F) (TYPE D) (HAZARDOUS) 70 STRUCTURE EXCAVATION (TYPE D) M3 375.0000 555,000.00 1,480.000 555,000.00 F) 71 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 286,600.00 6,737.900 269,516.00 F) 72 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 99,925.00 1,227.700 42,969.50 F) 73 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 152,850.00 4,265.000 127,950.00 F) 74 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 13,000.00 276.000 11,040.00 F) WALL) 75 SAND BACKFILL M3 450.0000 22,950.00 0.000 0.00 76 DITCH EXCAVATION M3 14.0000 2,380.00 121.090 1,695.26 PROGRAM CAS145 PAGE 4 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 02:49 PM ESTIMATE NO. 34 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EARTH RETAINING STRUCTURE, LOCATION A M2 1,000.0000 600,000.00 597.000 597,000.00 F) 78 EARTH RETAINING STRUCTURE, LOCATION B M2 520.0000 161,200.00 310.000 161,200.00 F) 79 GEOSYNTHETIC REINFORCED EMBANKMENT M2 20.0000 4,600.00 230.000 4,600.00 80 IMPORT BORROW M3 45.0000 33,750.00 432.260 19,451.70 (GEOSYNTHETIC REINFORCED EMBANKMENT) 81 EROSION CONTROL (BLANKET) M2 3.0000 8,970.00 0.000 0.00 82 EROSION CONTROL (NETTING) M2 4.0000 22,760.00 0.000 0.00 83 STRAW (EROSION CONTROL) TONN 390.0000 18,720.00 26.320 10,264.80 84 FIBER (EROSION CONTROL) KG 0.9000 6,777.00 2,296.500 2,066.85 85 FIBER ROLLS M 9.0000 126,000.00 8,572.400 77,151.60 86 COLUMN DRAIN PROTECTION EA 300.0000 4,200.00 0.000 0.00 87 COMPOST (EROSION CONTROL) KG 0.6000 13,740.00 14,285.400 8,571.24 88 MOVE IN/MOVE OUT (EROSION CONTROL) EA 300.0000 2,100.00 7.000 2,100.00 89 MOVE IN/OUT EA 300.0000 1,500.00 5.000 1,500.00 (TEMPORARY EROSION CONTROL) 90 PURE LIVE SEED (TYPE 1) KG 50.0000 35,500.00 593.880 29,694.00 (EROSION CONTROL) 91 PURE LIVE SEED (TYPE 2) KG 70.0000 1,190.00 0.000 0.00 (EROSION CONTROL) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 3,690.00 923.400 1,385.10 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 4,200.00 646.200 1,615.50 94 CLASS 4 AGGREGATE SUBBASE M3 36.0000 453,600.00 11,856.340 426,828.24 95 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 1,900.00 19.000 1,900.00 96 CLASS 3 AGGREGATE BASE M3 34.0000 353,600.00 7,122.070 242,150.38 97 ASPHALT TREATED PERMEABLE BASE M3 106.0000 299,980.00 2,493.790 264,341.74 98 ASPHALT CONCRETE (TYPE A) TONN 47.0000 1,739,000.00 14.700 690.90 38,504.860 1,809,728.42 99 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 22,200.00 772.800 7,728.00 AREA) 00 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 12,160.00 1,744.000 6,976.00 01 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 3,480.00 575.500 2,302.00 02 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 500.00 0.000 0.00 03 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 4,920.00 550.700 2,202.80 PROGRAM CAS145 PAGE 5 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 02:49 PM ESTIMATE NO. 34 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 LIQUID ASPHALT, SC-70 (PRIME COAT) TONN 1.0000 60.00 0.000 0.00 05 ASPHALTIC EMULSION (PAINT BINDER) TONN 450.0000 1,530.00 0.000 0.00 06 FURNISH STEEL PILING (HP 250 X 85) M 40.0000 18,200.00 401.000 16,040.00 07 DRIVE STEEL PILE (HP 250 X 85) EA 1,200.0000 60,000.00 50.000 60,000.00 S) 08 INSTALL SEISMIC MONITORING CASING M 100.0000 4,500.00 0.000 0.00 S) 09 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 400.0000 590,400.00 1,421.850 568,740.00 S) PILING 10 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 850.0000 310,250.00 262.810 223,388.50 (ROCK SOCKET) PILING 11 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 80,000.00 20.000 80,000.00 S) PILING 12 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 618,000.00 618.000 618,000.00 S) (ROCK SOCKET) PILING 13 1.83 M CAST-IN-DRILLED-HOLE CONCRETE M 1,600.0000 1,568,000.00 980.000 1,568,000.00 S) PILING 14 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,100.0000 114,700.00 19.000 58,900.00 S) (ROCK SOCKET) PILING 15 3.05 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 181,500.00 25.800 85,140.00 PILING 16 3.05 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 48,000.00 21.000 42,000.00 S) (ROCK SOCKET) PILING 17 4.0 M CAST-IN-DRILLED-HOLE CONCRETE M 12,000.0000 300,000.00 29.000 348,000.00 PILING 18 3.66 M CAST-IN-DRILLED-HOLE CONCRETE M 7,500.0000 112,500.00 0.000 0.00 S) PILING 19 3.35 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 36,300.00 0.000 0.00 S) (ROCK SOCKET) PILING 20 4.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,800.0000 648,000.00 136.900 657,120.00 S) (ROCK SOCKET) PILING 21 2.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,700.0000 202,500.00 26.200 70,740.00 (ROCK SOCKET) PILING 22 1.83 M PERMANENT CASING M 1,800.0000 1,774,800.00 986.000 1,774,800.00 S) 23 3.05 M PERMANENT CASING M 5,000.0000 325,000.00 25.800 129,000.00 S) 24 3.66 M PERMANENT CASING M 7,700.0000 115,500.00 0.000 0.00 S) 25 PRESTRESSING LS 1500,000.0000 1,500,000.00 0.595 892,500.00 S) 26 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 816,550.00 1,207.500 422,625.00 2,325.810 814,033.50 F) 27 STRUCTURAL CONCRETE, BRIDGE M3 653.0000 8,903,655.00 209.000 136,477.00 11,258.590 7,351,859.27 F) 28 STRUCTURAL CONCRETE, RETAINING WALL M3 325.0000 512,200.00 1,376.700 447,427.50 F) 29 STRUCTURAL CONCRETE, APPROACH SLAB M3 525.0000 171,150.00 150.000 78,750.00 F) (TYPE N) 30 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 34,500.00 0.000 0.00 (TYPE R) PROGRAM CAS145 PAGE 6 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 02:49 PM ESTIMATE NO. 34 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CLASS 2 CONCRETE (HEADWALL) M3 2,200.0000 19,800.00 0.000 0.00 32 MINOR CONCRETE (MINOR STRUCTURE) M3 850.0000 233,750.00 7.180 6,103.00 242.114 205,796.90 F) 33 MINOR CONCRETE (PIPE COVER) M3 350.0000 1,750.00 0.000 0.00 34 MINOR CONCRETE (BACKFILL) M3 140.0000 2,660.00 65.000 9,100.00 35 SAND LIGHTWEIGHT CONCRETE M3 500.0000 4,200,000.00 115.360 57,680.00 3,246.690 1,623,345.00 F) 36 ARCHITECTURAL TEXTURE M2 50.0000 62,550.00 1,219.000 60,950.00 F) 37 DRILL AND BOND DOWEL M 80.0000 4,080.00 51.000 4,080.00 38 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,000.0000 32,000.00 8.000 32,000.00 S) GIRDER (15 M - 20 M) 39 ERECT PRECAST PRESTRESSED CONCRETE EA 1,200.0000 9,600.00 8.000 9,600.00 S) GIRDER 40 PTFE BEARING EA 2,000.0000 28,000.00 2.000 4,000.00 S) 41 NEOPRENE STRIP M2 40.0000 2,120.00 0.000 0.00 42 JOINT SEAL (TYPE B - MR 30 MM) M 85.0000 3,570.00 0.000 0.00 S) 43 JOINT SEAL (TYPE B - MR 50 MM) M 220.0000 8,140.00 37.000 8,140.00 S) 44 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,000.0000 33,000.00 33.000 33,000.00 S) 45 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,200.0000 13,200.00 11.000 13,200.00 46 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,000.0000 96,000.00 22.000 44,000.00 S) 47 JOINT SEAL ASSEMBLY (MR 800 MM) M 3,500.0000 108,500.00 0.000 0.00 S) 48 JOINT SEAL ASSEMBLY (MR 980 MM) M 3,800.0000 68,400.00 0.000 0.00 S) 49 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 6,052,970.00 349,203.000 384,123.30 3,478,175.100 3,825,992.61 SF) 50 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4000 216,286.00 100,495.000 140,693.00 F) 51 WELDED HEADED BAR REINFORCING EA 7.0000 292,446.00 18,100.000 126,700.00 28,500.000 199,500.00 SF) 52 BAR REINFORCING STEEL (HEAD WALL) KG 5.0000 905.00 0.000 0.00 S) 53 ASPHALT MEMBRANE WATERPROOFING M2 75.0000 3,675.00 0.000 0.00 F) 54 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 270,276.00 42,956.000 257,736.00 55 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 45,046.00 42,956.000 42,956.00 S) 56 760 MM CAST-IN-DRILLED-HOLE M 1,300.0000 58,500.00 25.500 33,150.00 CONCRETE PILE (SIGN FOUNDATION) 57 920 MM CAST-IN-DRILLED-HOLE M 1,500.0000 25,500.00 61.500 92,250.00 CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 02:49 PM ESTIMATE NO. 34 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 METAL (RAIL MOUNTED SIGN) KG 15.0000 5,250.00 0.000 0.00 59 ROADSIDE SIGN - ONE POST EA 250.0000 1,750.00 5.000 1,250.00 60 ROADSIDE SIGN - TWO POST EA 550.0000 3,850.00 5.000 2,750.00 61 INSTALL SIGN PANEL ON EXISTING FRAME M2 75.0000 1,200.00 0.000 0.00 62 TIMBER RETAINING WALL EA 1,200.0000 1,200.00 0.000 0.00 63 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 140.0000 253,400.00 2,099.810 293,973.40 64 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 180.0000 63,000.00 197.005 35,460.90 65 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 200.0000 72,000.00 368.400 73,680.00 66 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 225.0000 6,750.00 19.600 4,410.00 67 750 MM ALTERNATIVE PIPE CULVERT M 260.0000 2,600.00 9.400 2,444.00 68 900 MM ALTERNATIVE PIPE CULVERT M 190.0000 2,660.00 14.000 2,660.00 69 1200 MM ALTERNATIVE PIPE CULVERT M 450.0000 22,500.00 59.000 26,550.00 70 600 MM PLASTIC PIPE INSERT M 275.0000 15,125.00 60.500 16,637.50 71 750 MM REINFORCED CONCRETE PIPE M 300.0000 900.00 0.000 0.00 72 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,600.0000 54,400.00 32.900 52,640.00 (CLASS II) 73 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,600.0000 72,000.00 14.800 23,680.00 (CLASS II) 74 ISOLATION CASING M 3,000.0000 129,000.00 30.000 90,000.00 S) 75 STEEL ISOLATION CASING KG 8.5000 450,500.00 53,000.000 450,500.00 76 1050 MM CORRUGATED STEEL PIPE M 320.0000 19,840.00 64.000 20,480.00 (3.51 MM THICK) 77 1950 MM CORRUGATED STEEL PIPE M 485.0000 8,245.00 17.000 8,245.00 (3.51 MM THICK) 78 300 MM BITUMINOUS COATED CORRUGATED M 170.0000 13,770.00 27.600 4,692.00 STEEL PIPE (1.63 MM THICK) 79 450 MM BITUMINOUS COATED CORRUGATED M 200.0000 42,800.00 124.880 24,976.00 STEEL PIPE (1.63 MM THICK) 80 600 MM BITUMINOUS COATED CORRUGATED M 290.0000 23,200.00 79.900 23,171.00 STEEL PIPE (1.63 MM THICK) 81 750 MM BITUMINOUS COATED CORRUGATED M 360.0000 18,000.00 45.000 16,200.00 STEEL PIPE (2.77 MM THICK) 82 450 MM SLOTTED CORRUGATED STEEL PIPE M 230.0000 34,960.00 60.800 13,984.00 (1.63 MM THICK) 83 150 MM PLASTIC PIPE M 75.0000 34,500.00 457.000 34,275.00 (HORIZONTAL DRAIN COLLECTOR SYSTEM) 84 80 MM PLASTIC PIPE (EDGE DRAIN) M 4.0000 11,360.00 1,951.800 7,807.20 PROGRAM CAS145 PAGE 8 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 02:49 PM ESTIMATE NO. 34 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 60.0000 24,000.00 184.600 11,076.00 86 FURNISH AND INSTALL DRAIN PIPE M 10.0000 14,100.00 1,300.000 13,000.00 (HORIZONTAL DRAIN) 87 DRILL HOLE (HORIZONTAL DRAIN) M 60.0000 84,600.00 1,300.000 78,000.00 88 PERMEABLE MATERIAL (BLANKET) M3 55.0000 273,350.00 5,046.680 277,567.40 89 200 MM ALTERNATIVE PIPE UNDERDRAIN M 60.0000 147,600.00 1,811.100 108,666.00 90 300 MM ANCHOR ASSEMBLY EA 80.0000 240.00 0.000 0.00 91 450 MM ANCHOR ASSEMBLY EA 80.0000 720.00 3.000 240.00 92 600 MM ANCHOR ASSEMBLY EA 90.0000 270.00 0.000 0.00 93 900 MM BITUMINOUS COATED CORRUGATED M 525.0000 4,200.00 8.440 4,431.00 STEEL PIPE INLET (2.77 MM THICK) 94 300 MM WELDED STEEL PIPE RISER M 90.0000 810.00 8.600 774.00 (2.77 MM THICK) 95 750 MM WELDED STEEL PIPE (4.78 MM THICK) M 425.0000 340.00 0.800 340.00 96 450 MM ALTERNATIVE FLARED END SECTION EA 75.0000 75.00 0.000 0.00 97 600 MM MUELLER BUTTERFLY VALVE EA 4,100.0000 8,200.00 2.000 8,200.00 S) 98 300 MM MUELLER GATE VALVE EA 1,100.0000 2,200.00 2.000 2,200.00 S) 99 200 MM MUELLER GATE VALVE EA 600.0000 2,400.00 4.000 2,400.00 S) 00 150 MM MUELLER GATE VALVE EA 400.0000 800.00 2.000 800.00 S) 01 AIR RELEASE VALVE EA 1,000.0000 1,000.00 1.000 1,000.00 S) 02 BLOW-OFF ASSEMBLY EA 315.0000 315.00 0.000 0.00 S) 03 150 MM DUCTILE IRON WATER PIPE M 650.0000 6,500.00 18.000 11,700.00 S) 04 200 MM DUCTILE IRON WATER PIPE M 180.0000 63,000.00 346.000 62,280.00 S) 05 200 MM DUCTILE IRON SEWER PIPE M 200.0000 7,600.00 44.200 8,840.00 06 300 MM DUCTILE IRON WATER PIPE M 400.0000 6,400.00 20.000 8,000.00 S) 07 600 MM DUCTILE IRON WATER PIPE M 360.0000 43,200.00 116.000 41,760.00 S) 08 SEWER MANHOLE FRAME AND COVER EA 3,450.0000 3,450.00 2.000 6,900.00 S) 09 SEWER MANHOLE EA 3,200.0000 3,200.00 2.000 6,400.00 S) 10 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 110.0000 19,800.00 102.500 11,275.00 162.510 17,876.10 11 ROCK SLOPE PROTECTION M3 120.0000 1,560.00 0.000 0.00 (FACING, METHOD B) PROGRAM CAS145 PAGE 9 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 02:49 PM ESTIMATE NO. 34 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 ROCK SLOPE PROTECTION M3 100.0000 17,000.00 35.900 3,590.00 (BACKING NO. 2, METHOD B) 13 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 120.0000 36,000.00 84.400 10,128.00 14 CONCRETE (DITCH LINING) M3 400.0000 23,600.00 63.460 25,384.00 15 ROCK SLOPE PROTECTION FABRIC M2 2.5000 2,100.00 168.500 421.25 361.100 902.75 16 MINOR CONCRETE (MISCELLANEOUS M3 325.0000 12,350.00 36.620 11,901.50 CONSTRUCTION) 17 MISCELLANEOUS IRON AND STEEL KG 2.2000 46,420.00 148.000 325.60 15,195.000 33,429.00 S) 18 MISCELLANEOUS METAL KG 6.0000 60,000.00 10,000.000 60,000.00 SF)(RESTRAINER - PIPE TYPE) 19 MISCELLANEOUS METAL KG 9.0000 140,400.00 3,000.000 27,000.00 SF)(RESTRAINER - ROD TYPE) 20 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 229,500.00 9,451.000 56,706.00 SF) 21 BRIDGE DECK DRAINAGE SYSTEM KG 6.0000 258,600.00 24,610.550 147,663.30 S) 22 CHAIN LINK FENCE (TYPE CL-0.9, M 60.0000 4,440.00 0.000 0.00 S) VINYL-CLAD) 23 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 99,000.00 44.400 2,220.00 622.400 31,120.00 S) 24 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 2.000 2,000.00 25 DELINEATOR (CLASS 1) EA 35.0000 490.00 0.000 0.00 26 GUARD RAILING DELINEATOR EA 20.0000 740.00 16.000 320.00 16.000 320.00 27 CONCRETE BARRIER MARKER EA 40.0000 2,480.00 56.000 2,240.00 56.000 2,240.00 28 METAL BEAM GUARD RAILING (WOOD POST) M 50.0000 86,500.00 147.200 7,360.00 1,088.600 54,430.00 S) 29 CHAIN LINK RAILING M 90.0000 36,360.00 381.000 34,290.00 SF) 30 CONCRETE BARRIER (TYPE K) M 60.0000 100,200.00 1,116.100 66,966.00 31 CONCRETE BARRIER (TYPE 25) M 130.0000 316,940.00 2,167.000 281,710.00 F) 32 CONCRETE BARRIER (TYPE 25 MODIFIED) M 130.0000 183,820.00 0.000 0.00 F) 33 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 70.0000 21,700.00 310.000 21,700.00 S) 34 CABLE RAILING M 85.0000 2,465.00 0.000 0.00 SF) 35 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 20,700.00 1.000 2,300.00 6.000 13,800.00 S) 36 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 2,200.0000 13,200.00 3.000 6,600.00 S) 37 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,500.0000 4,500.00 1.000 1,500.00 S) 38 RETURN SECTION EA 100.0000 300.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 02:49 PM ESTIMATE NO. 34 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CRASH CUSHION, SAND FILLED EA 3,500.0000 24,500.00 1.000 3,500.00 S) 40 CONCRETE BARRIER (TYPE 60) M 175.0000 24,500.00 127.000 22,225.00 41 CONCRETE BARRIER (TYPE 60C) M 350.0000 112,000.00 97.000 33,950.00 331.200 115,920.00 42 CONCRETE BARRIER (TYPE 60D) M 90.0000 27,000.00 296.000 26,640.00 296.000 26,640.00 43 CONCRETE BARRIER M 125.0000 8,375.00 0.000 0.00 F) (TYPE 60D MODIFIED) 44 CONCRETE BARRIER (TYPE 60E) M 350.0000 7,000.00 20.000 7,000.00 45 THERMOPLASTIC PAVEMENT MARKING M2 55.0000 1,320.00 6.240 343.20 S) 46 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 20,880.00 1,885.000 2,262.00 S) 47 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 3,520.00 166.000 365.20 S) 48 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 2,142.00 623.000 1,059.10 S) (BROKEN 3.66 M - 0.92 M) 49 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 290.00 46.000 46.00 S) (BROKEN 5.18 M - 2.14 M) 50 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 3,880.00 476.000 952.00 S) 51 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 7,880.00 534.000 2,136.00 S) 52 LIGHTING AND SIGN ILLUMINATION LS 550,000.0000 550,000.00 0.560 308,000.00 S) 53 TRAFFIC OPERATIONS SYSTEM LS 175,000.0000 175,000.00 0.394 68,950.00 S) 54 CALL BOX SYSTEM LS 250,000.0000 250,000.00 0.235 58,750.00 S) 55 TRAFFIC OPERATIONS SYSTEM HUB LS 100,000.0000 100,000.00 0.903 90,300.00 0.903 90,300.00 S) 56 INTERCONNECTION BETWEEN PIER 3 LS 40,000.0000 40,000.00 0.000 0.00 S) AND NEW TOLL PLAZA 57 COMMUNICATION CONDUIT (BRIDGE) M 30.0000 21,900.00 0.000 0.00 SF) 58 PROGRAMMABLE LOGIC CONTROL CABINET EA 15,000.0000 60,000.00 0.000 0.00 S) 59 VIDEO TRANSMITTER DUPLEX DATA EA 3,200.0000 9,600.00 0.000 0.00 S) 60 FIBER OPTIC DATA MODEM EA 2,500.0000 12,500.00 0.000 0.00 S) 61 MICROWAVE VEHICLE DETECTION SYSTEM, EA 7,500.0000 15,000.00 0.000 0.00 S) WIRELESS 62 MICROWAVE VEHICLE DETECTION SYSTEM, EA 7,500.0000 45,000.00 0.000 0.00 S) HARD-WIRED 63 FIBER OPTIC CABLE TERMINATION EA 900.0000 5,400.00 0.000 0.00 S) 64 CAMERA UNIT EA 5,500.0000 16,500.00 0.000 0.00 S) 65 PAN & TILT UNIT EA 3,500.0000 10,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 02:49 PM ESTIMATE NO. 34 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 CAMERA CONTROL UNIT EA 3,500.0000 10,500.00 0.000 0.00 S) 67 SERVICE BOX EA 4,000.0000 24,000.00 0.000 0.00 S) 68 ELECTRICAL FACILITIES (GIRDER CONDUIT LS 1000,000.0000 1,000,000.00 0.968 968,000.00 S) LAYOUT-780, BENT 18 THRU 22) 69 ELECTRICAL FACILITIES (GIRDER CONDUIT LS 800,000.0000 800,000.00 0.000 0.00 S) LAYOUT-780, BENT 18 THRU 19) 70 ELECTRICAL FACILITIES (GIRDER CONDUIT LS 900,000.0000 900,000.00 0.000 0.00 S) LAYOUT-780, BENT 20 THRU 23) 71 ELECTRICAL FACILITIES (CONDUCTOR LS 300,000.0000 300,000.00 0.000 0.00 S) LAYOUT ABUTMENT 1 THRU PIER 5) 72 ELECTRICAL FACILITIES LS 350,000.0000 350,000.00 0.000 0.00 S) (CONDUCTOR LAYOUT PIER 5 THRU PIER 8) 73 ELECTRICAL FACILITIES (CONDUCTOR LS 320,000.0000 320,000.00 0.000 0.00 S) LAYOUT-680, PIER 8 THRU PIER 12) 74 ELECTRICAL FACILITIES (CONDUCTOR LS 180,000.0000 180,000.00 0.000 0.00 S) LAYOUT-680, PIER 12 THRU PIER 17) 75 ELECTRICAL FACILITIES (CONDUCTOR LS 220,000.0000 220,000.00 0.000 0.00 S) LAYOUT-680, PIER 17 THRU PIER 23) 76 ELECTRICAL FACILITIES (CONDUCTOR LS 60,000.0000 60,000.00 0.000 0.00 S) LAYOUT-780, PIER 17 THRU PIER 22) 77 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 25,000.0000 25,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 1 AND 2) 78 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 3 AND 4) 79 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 4 AND 5) 80 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 5 AND 6) 81 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 6) 82 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 6 AND 7) 83 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 25,000.0000 25,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 7 AND 8) 84 ELECTRICAL FACILITIES (GIRDER LIGHTING) LS 15,000.0000 15,000.00 0.000 0.00 S) 85 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 9 AND 10) 86 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 20,000.0000 20,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 10 AND 11) 87 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 12,000.0000 12,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 11 AND 12) 88 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 12 AND 13) 89 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 13 AND 14) 90 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 14 AND 15) 91 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 35,000.0000 35,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 15,16 AND 17) 92 ELECTRICAL FACILITIES (680 BENT 18), LS 10,000.0000 10,000.00 0.000 0.00 S) BENT LIGHTING AND RECEPTACLE LAYOUT PROGRAM CAS145 PAGE 12 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 02:49 PM ESTIMATE NO. 34 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 ELECTRICAL FACILITIES (680 BENT 19), LS 80,000.0000 80,000.00 0.000 0.00 S) BENT LIGHTING AND RECEPTACLE LAYOUT 94 ELECTRICAL FACILITIES (680 BENT 20 AND LS 20,000.0000 20,000.00 0.000 0.00 S) 21)BENT LIGHTING AND RECEPTACLE LAYOUT 95 ELECTRICAL FACILITIES (680 BENT 21 AND LS 10,000.0000 10,000.00 0.000 0.00 S) 22) BENT LIGHTING AND RECEPTACLE LAYOUT 96 ELECTRICAL FACILITIES (780 BENT 18 AND LS 10,000.0000 10,000.00 0.000 0.00 S) 19) BENT LIGHTING AND RECEPTACLE LAYOUT 97 ELECTRICAL FACILITIES (780 BENT 20 AND LS 20,000.0000 20,000.00 0.000 0.00 S) 21) BENT LIGHTING AND RECEPTACLE LAYOUT 98 PIER STAIRWAY LIGHTING (PIER 6) LS 20,000.0000 20,000.00 0.000 0.00 S) 99 PIER STAIRWAY LIGHTING (PIER 7 THRU 9) LS 55,000.0000 55,000.00 0.000 0.00 S) 00 PIER STAIRWAY LIGHTING (PIER 10 THRU 12) LS 55,000.0000 55,000.00 0.000 0.00 S) 01 PIER STAIRWAY LIGHTING (PIER 13 THRU 15) LS 55,000.0000 55,000.00 0.000 0.00 S) 02 MARINE NAVIGATIONAL AIDS SYSTEM LS 375,000.0000 375,000.00 0.000 0.00 S) 03 NORTH APPROACH SUBSTATION LS 650,000.0000 650,000.00 0.897 583,050.00 S) 04 CABLE TRAY LAYOUT LS 350,000.0000 350,000.00 0.950 332,500.00 S) 05 PIER 3 SUBSTATION LS 350,000.0000 350,000.00 0.000 0.00 S) 06 NEW TOLL PLAZA SUBSTATION LS 175,000.0000 175,000.00 0.935 163,625.00 S) 07 SUPERVISOR CONTROL AND DATA ACQUISITION LS 250,000.0000 250,000.00 0.647 161,750.00 S) SYSTEM 08 SEISMIC MONITORING ELECTRICAL SYSTEM LS 250,000.0000 250,000.00 0.023 5,750.00 S) 09 BUILDING WORK LS 370,000.0000 370,000.00 0.702 259,740.00 S) 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 TEMPORARY SHORING LS 10,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 13 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 02:49 PM ESTIMATE NO. 34 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,578,252.55 42,828,542.24 ADJUSTMENT OF COMPENSATION 46,296.49 2,233,635.22 EXTRA WORK 108,591.32 3,073,265.84 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,733,140.36 48,135,443.30 12 MOBILIZATION LS 6400,000.0000 6,400,000.00 1.000 6,400,000.00 ORIGINAL CONTRACT AMOUNT 64,416,704.00 TOTAL WORK COMPLETED 1,733,140.36 54,535,443.30 MATERIALS ON HAND ON SITE 1,316,242.46 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 371,771.14 -31,535.20 TOTAL 2,104,911.50 55,820,150.56 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 01/08/02 680 01/23/02 01/23/02 07/30/05 667 30 68 6 82% 88% PROGRESS IS SATISFACTORY LEE, KEN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/04