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 12/20/05 EST. NO.11 TIME 08:49 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- 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 0042 205.78 E.W. @ F.A.(+) 081905 N 0263.0 0043 411.55 081705 N 0267.0 0044 266.50 083005 N 0268.0 0059 440.47 092105 N 0334.0 0081 50.10 101705 N 0415.0 0082 580.04 101905 N 0419.0 0083 165.82 101205 N 0422.0 0084 268.36 101305 N 0423.0 0085 251.93 101405 N 0425.0 0086 200.38 111505 N 0436.0 0087 79.38 111605 N 0438.0 0088 98.28 111505 N 0440.0 0089 249.67 102405 N 0446.0 0090 200.38 102505 N 0447.0 0091 227.65 102705 N 0449.0 0092 80.95 102905 N 0450.0 0093 98.86 103005 N 0451.0 0094 40.48 103105 N 0452.0 0095 98.28 110405 N 0454.0 0096 108.06 110505 N 0455.0 0097 105.50 110605 N 0456.0 0098 60.36 010705 N 0457.0 0099 65.03 110805 N 0458.0 0100 213.20 110905 N 0459.0 0101 65.03 110905 N 0460.0 0102 65.03 111005 N 0461.0 0103 91.06 111105 N 0462.0 0104 105.50 111205 N 0463.0 0105 105.50 111305 N 0464.0 004 0007 912.50 E.W. @ F.A.(+) 100305 N 135453 0008 2,725.00 102405 N 135461 020 0279 290.43 E.W. @ F.A.(+) 112005 N 0435.0 025 0006 478.08 E.W. @ F.A.(+) 092605 N 0371.0 0008 1,377.90 102605 N 0467.0 0010 825.96 102405 N 0420.0 026 0005 1,426.14 E.W. @ F.A.(+) 092905 N 0424.0 034 0001 2,523.67 E.W. @ F.A.(+) 102505 N 0414.0 0002 837.47 102405 N 0445.0 16,396.28 TOTAL THIS ESTIMATE 393,927.22 TOTAL PREVIOUS ESTIMATE 410,323.50 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 12/20/05 EST. NO.11 TIME 08:49 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:49 AM ESTIMATE NO. 11 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 12/20/05 LOCATION PROGRESS ESTIMATE 04-SCL-87-0.0/5.1 ----------------- RGW CONSTRUCTION INC IN SANTA CLARA COUNTY IN SAN JOSE 550 GREENVILLE ROAD FROM 0.4 KM NORTH OF BRAHNAM LANE LIVERMORE CA 94550 OVERCROSSING TO 0.4 KM NORTH OF VIRGINIA STREET OVERCROSSING FED. AID NO. ACNH-S087(27)E WIDEN ROADWAY AND BRIDGE REPAIR ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 135,000.0000 135,000.00 0.500 67,500.00 02 TIME-RELATED OVERHEAD LS 2200,000.0000 2,200,000.00 0.075 165,000.00 0.650 1,430,000.00 03 TEMPORARY FENCE (TYPE ESA) M 6.0000 1,560.00 0.000 0.00 04 450 MM TEMPORARY CULVERT M 90.0000 4,770.00 53.000 4,770.00 05 PREPARE STORM WATER POLLUTION LS 13,500.0000 13,500.00 0.750 10,125.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 0.373 14,920.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 220.0000 77,000.00 85.000 18,700.00 08 TEMPORARY EROSION CONTROL M2 1.0000 14,000.00 1,392.000 1,392.00 15,392.000 15,392.00 09 TEMPORARY INLET EA 1,000.0000 2,000.00 2.000 2,000.00 10 TEMPORARY SILT FENCE M 4.0000 24,000.00 1,466.500 5,866.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 18,000.00 7.000 10,500.00 19.000 28,500.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 2,200.0000 33,000.00 19.000 41,800.00 13 TEMPORARY COVER M2 4.0000 25,000.00 2,650.000 10,600.00 14 FISH FRIENDLY DIVERSION LS 135,000.0000 135,000.00 0.000 0.00 15 CONSTRUCTION AREA SIGNS LS 57,000.0000 57,000.00 0.520 29,640.00 S) 16 TRAFFIC CONTROL SYSTEM LS 230,000.0000 230,000.00 0.075 17,250.00 0.650 149,500.00 S) 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 10.0000 310.00 0.000 0.00 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 181,500.00 35,827.730 107,483.19 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 10.0000 3,400.00 2.000 20.00 47.000 470.00 20 TEMPORARY PAVEMENT MARKER EA 10.0000 126,000.00 7,183.000 71,830.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 550.0000 2,200.00 3.000 1,650.00 S) 22 TEMPORARY RAILING (TYPE K) M 18.0000 477,990.00 24.400 439.20 12,891.980 232,055.64 PROGRAM CAS145 PAGE 2 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:49 AM ESTIMATE NO. 11 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 100.0000 57,000.00 254.000 25,400.00 S) 24 ABANDON CULVERT EA 1,500.0000 6,000.00 2.000 3,000.00 25 ABANDON RISER EA 650.0000 5,850.00 3.000 1,950.00 26 ABANDON PIEZOMETER EA 400.0000 4,000.00 1.000 400.00 27 REMOVE SECURITY FENCE M 50.0000 1,100.00 0.000 0.00 28 REMOVE CHAIN LINK FENCE M 15.0000 26,700.00 277.000 4,155.00 29 REMOVE FLARED END SECTION EA 300.0000 300.00 0.000 0.00 30 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.0000 27,100.00 4,924.000 4,924.00 31 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 24,400.00 4,053.180 4,053.18 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 8,440.00 16,826.570 33,653.14 33 REMOVE PAVEMENT MARKER EA 1.0000 12,300.00 5,733.000 5,733.00 34 REMOVE ROADSIDE SIGN EA 80.0000 2,000.00 0.000 0.00 35 REMOVE SIGN STRUCTURE EA 3,000.0000 24,000.00 3.000 9,000.00 6.000 18,000.00 36 REMOVE FRAMED SIGN PANEL EA 900.0000 11,700.00 0.000 0.00 37 REMOVE ASPHALT CONCRETE DIKE M 2.0000 820.00 0.000 0.00 38 REMOVE 40 MM PVC WATERLINE M 35.0000 1,050.00 0.000 0.00 39 REMOVE CULVERT M 85.0000 119,850.00 195.890 16,650.65 40 REMOVE UNDERDRAIN M 45.0000 76,950.00 78.000 3,510.00 1,482.000 66,690.00 41 REMOVE INLET EA 650.0000 31,850.00 1.000 650.00 9.000 5,850.00 42 REMOVE HEADWALL EA 3,500.0000 3,500.00 0.000 0.00 43 REMOVE MANHOLE EA 1,400.0000 1,400.00 0.000 0.00 44 REMOVE 750 MM VCP SEWER PIPE M 1,400.0000 67,200.00 37.000 51,800.00 45 REMOVE CONCRETE PAVEMENT M2 15.0000 6,150.00 0.000 0.00 46 REMOVE BASE AND SURFACING M3 60.0000 2,160.00 0.000 0.00 47 SALVAGE METAL BEAM GUARD RAILING M 15.0000 29,550.00 541.000 8,115.00 48 RECONSTRUCT CHAIN LINK RAILING M 15.0000 840.00 0.000 0.00 S) 49 ADJUST INLET EA 715.0000 22,880.00 16.000 11,440.00 PROGRAM CAS145 PAGE 3 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:49 AM ESTIMATE NO. 11 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 990 MM PLASTIC PIPE LINER (SDR=32.5) M 595.0000 416,500.00 716.280 426,186.60 51 450 MM CURED IN PLACE PIPE M 440.0000 167,200.00 365.600 160,864.00 52 600 MM CURED IN PLACE PIPE M 530.0000 148,400.00 272.100 144,213.00 53 750 MM CURED IN PLACE PIPE M 820.0000 114,800.00 98.100 80,442.00 131.600 107,912.00 54 1350 MM CURED IN PLACE PIPE M 1,345.0000 147,950.00 78.700 105,851.50 105.000 141,225.00 55 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 32,600.00 0.000 0.00 S) 56 REMOVE CONCRETE M3 160.0000 17,600.00 1.160 185.60 62.540 10,006.40 57 REMOVE CONCRETE BARRIER M 27.0000 72,360.00 964.100 26,030.70 58 REMOVE SLOPE PROTECTION (ROCK) M3 21.0000 4,935.00 0.000 0.00 59 REMOVE SLOPE PROTECTION M3 85.0000 6,545.00 0.000 0.00 (SACKED CONCRETE) 60 CLEAN BRIDGE DECK M2 4.0000 25,320.00 0.000 0.00 61 REMOVE AUTOMATIC DRAINAGE GATE EA 190.0000 190.00 0.000 0.00 62 CLEANOUT EXISTING DRAINAGE FACILITY EA 3,300.0000 6,600.00 0.000 0.00 63 ACCESS OPENING, SOFFIT EA 1,650.0000 6,600.00 2.000 3,300.00 64 REMOVE CRASH CUSHION (SAND FILLED) EA 270.0000 270.00 0.000 0.00 65 BRIDGE REMOVAL (PORTION), LOCATION A LS 42,500.0000 42,500.00 0.300 12,750.00 1.000 42,500.00 66 BRIDGE REMOVAL (PORTION), LOCATION B LS 57,300.0000 57,300.00 0.200 11,460.00 1.000 57,300.00 67 BRIDGE REMOVAL (PORTION), LOCATION C LS 35,000.0000 35,000.00 0.100 3,500.00 1.000 35,000.00 68 BRIDGE REMOVAL (PORTION), LOCATION D LS 37,300.0000 37,300.00 0.600 22,380.00 1.000 37,300.00 69 BRIDGE REMOVAL (PORTION), LOCATION E LS 45,500.0000 45,500.00 0.700 31,850.00 1.000 45,500.00 70 BRIDGE REMOVAL (PORTION), LOCATION F LS 21,800.0000 21,800.00 0.050 1,090.00 1.000 21,800.00 71 BRIDGE REMOVAL (PORTION), LOCATION G LS 16,500.0000 16,500.00 0.700 11,550.00 1.000 16,500.00 72 BRIDGE REMOVAL (PORTION), LOCATION H LS 15,200.0000 15,200.00 0.700 10,640.00 1.000 15,200.00 73 BRIDGE REMOVAL (PORTION), LOCATION I LS 3,200.0000 3,200.00 0.000 0.00 74 BRIDGE REMOVAL (PORTION), LOCATION J LS 2,700.0000 2,700.00 0.000 0.00 75 BRIDGE REMOVAL (PORTION), LOCATION K LS 39,000.0000 39,000.00 0.000 0.00 76 BRIDGE REMOVAL (PORTION), LOCATION L LS 28,200.0000 28,200.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:49 AM ESTIMATE NO. 11 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLEARING AND GRUBBING LS 108,000.0000 108,000.00 0.100 10,800.00 0.950 102,600.00 78 DEVELOP WATER SUPPLY LS 108,000.0000 108,000.00 0.500 54,000.00 79 ROADWAY EXCAVATION M3 17.0000 1,402,500.00 328.000 5,576.00 13,620.110 231,541.87 80 ROADWAY EXCAVATION (NATURALLY OCCURRING M3 25.0000 530,000.00 2,357.280 58,932.00 33,850.020 846,250.50 ASBESTOS) (RESTRICTED) 81 ROADWAY EXCAVATION (NATURALLY OCCURRING M3 30.0000 147,000.00 2,900.000 87,000.00 ASBESTOS) (HAZARDOUS) 82 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 83 ASBESTOS HEALTH AND SAFETY PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 84 DEWATERING LS 20,000.0000 20,000.00 0.100 2,000.00 0.300 6,000.00 85 STRUCTURE EXCAVATION (BRIDGE) M3 1,000.0000 921,000.00 456.000 456,000.00 F) 86 STRUCTURE EXCAVATION (TYPE A) M3 1,500.0000 156,000.00 104.000 156,000.00 F) 87 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 279,540.00 5,825.000 116,500.00 7,873.000 157,460.00 F) 88 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 55,050.00 385.000 28,875.00 F) 89 STRUCTURE BACKFILL (RETAINING WALL) M3 24.0000 338,760.00 0.000 0.00 F) 90 PERVIOUS BACKFILL MATERIAL (RETAINING M3 135.0000 124,740.00 0.000 0.00 F) WALL) 91 SAND BACKFILL M3 125.0000 4,000.00 4.060 507.50 92 GROUT BACKFILL M3 425.0000 10,625.00 24.600 10,455.00 93 COMPACTION GROUTING M3 540.0000 1,566,000.00 393.000 212,220.00 1,655.900 894,186.00 94 DITCH EXCAVATION M3 245.0000 1,225.00 0.000 0.00 95 LIGHTWEIGHT EMBANKMENT MATERIAL M3 67.0000 1,031,800.00 1,853.000 124,151.00 4,710.145 315,579.72 (CELLULAR CONCRETE) 96 EROSION CONTROL (BLANKET) M2 6.0000 9,840.00 0.000 0.00 S) 97 STRAW (EROSION CONTROL) TONN 250.0000 2,750.00 0.000 0.00 S) 98 FIBER (EROSION CONTROL) KG 1.0000 1,590.00 0.000 0.00 S) 99 FIBER ROLLS M 12.0000 44,520.00 0.000 0.00 S) 00 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 1.000 500.00 01 SEED (EROSION CONTROL) KG 135.0000 14,850.00 0.000 0.00 S) 02 COMPOST (EROSION CONTROL) KG 3.0000 14,370.00 0.000 0.00 S) 03 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 720.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:49 AM ESTIMATE NO. 11 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 0.450 15,750.00 S) 05 REMOVE EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.600 21,000.00 06 MAINTAIN EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.450 15,750.00 S) 07 200 MM CORRUGATED HIGH DENSITY M 250.0000 5,000.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 08 200 MM WELDED STEEL PIPE CONDUIT M 230.0000 14,720.00 0.000 0.00 (6.35 MM THICK) 09 EXTEND 200 MM CONDUIT M 300.0000 7,200.00 0.000 0.00 10 CLASS 4 AGGREGATE SUBBASE M3 15.0000 489,000.00 353.460 5,301.90 21,173.960 317,609.40 11 CLASS 3 AGGREGATE BASE M3 50.0000 33,000.00 0.000 0.00 12 CEMENT TREATED BASE M3 87.0000 1,139,700.00 287.980 25,054.26 7,212.480 627,485.76 13 ASPHALT TREATED PERMEABLE BASE M3 100.0000 368,000.00 1,732.710 173,271.00 14 ASPHALT CONCRETE (TYPE A) TONN 55.0000 2,865,500.00 798.150 43,898.25 24,062.470 1,323,435.85 15 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 2.0000 10,100.00 0.000 0.00 AREA) 16 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 12.0000 3,960.00 0.000 0.00 17 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 12.0000 2,160.00 0.000 0.00 18 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 12.0000 1,800.00 0.000 0.00 19 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 228.00 0.000 0.00 20 LIQUID ASPHALT, SC-70 (PRIME COAT) TONN 380.0000 1,900.00 15.230 5,787.40 21 CONCRETE PAVEMENT M3 175.0000 64,750.00 317.570 55,574.75 22 SEAL PAVEMENT JOINT M 20.0000 22,200.00 450.000 9,000.00 23 FURNISH STEEL PILING (HP 310 X 79) M 55.0000 5,775.00 0.000 0.00 24 DRIVE STEEL PILE (HP 310 X 79) EA 3,200.0000 12,800.00 0.000 0.00 S) 25 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,900.0000 104,500.00 27.400 52,060.00 S) PILING 26 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,900.0000 269,700.00 44.800 129,920.00 S) PILING 27 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 305,000.00 0.000 0.00 S) PILING 28 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 6,500.0000 318,500.00 24.000 156,000.00 S) PILING 29 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 173,800.00 79.800 87,780.00 S) PILING 30 FURNISH PILING (CLASS 900C) M 45.0000 2,385.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:49 AM ESTIMATE NO. 11 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRIVE PILE (CLASS 900C) EA 1,950.0000 5,850.00 0.000 0.00 S) 32 FURNISH CONCRETE PILING (CLASS 625 M 40.0000 11,960.00 0.000 0.00 MODIFIED ALT "X") 33 DRIVE CONCRETE PILE (CLASS 625 EA 1,000.0000 15,000.00 0.000 0.00 S) MODIFIED ALT "X") 34 FURNISH PILING (CLASS 625C MODIFIED) M 40.0000 35,560.00 997.000 39,880.00 35 DRIVE PILE (CLASS 625C MODIFIED) EA 1,000.0000 66,000.00 61.000 61,000.00 S) 36 FURNISH PILING (CLASS 400C MODIFIED) M 40.0000 995,160.00 513.000 20,520.00 3,908.000 156,320.00 37 DRIVE PILE (CLASS 400C MODIFIED) EA 1,005.0000 1,365,795.00 24.000 24,120.00 275.000 276,375.00 S) 38 FURNISH CONCRETE PILING (CLASS 400 M 40.0000 8,880.00 0.000 0.00 MODIFIED ALT "X") 39 DRIVE CONCRETE PILE (CLASS 400 MODIFIED EA 1,000.0000 15,000.00 0.000 0.00 S) ALT "X") 40 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 225.0000 198,000.00 0.000 0.00 S) PILING (SOUND WALL) 41 PRESTRESSING CAST-IN-PLACE CONCRETE LS 85,000.0000 85,000.00 0.150 12,750.00 S) 42 SEAL COURSE CONCRETE M3 220.0000 2,200.00 0.000 0.00 43 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,500.0000 217,500.00 105.000 157,500.00 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 1,200.0000 1,825,200.00 176.000 211,200.00 647.000 776,400.00 F) 45 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 2,348,400.00 252.000 100,800.00 892.000 356,800.00 F) 46 STRUCTURAL CONCRETE, APPROACH SLAB M3 640.0000 635,520.00 251.000 160,640.00 F) (TYPE N) 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 94,500.00 44.500 31,150.00 (TYPE R) 48 MINOR CONCRETE (MINOR STRUCTURE) M3 1,310.0000 436,230.00 42.770 56,028.70 SF) 49 MINOR CONCRETE (BACKFILL) M3 135.0000 11,880.00 0.000 0.00 50 FRACTURED FIN TEXTURE M2 60.0000 285,960.00 758.000 45,480.00 822.000 49,320.00 F) 51 DRILL AND BOND DOWEL M 40.0000 12,400.00 221.000 8,840.00 52 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 90,000.00 0.000 0.00 GIRDER (20 M - 25 M) 53 ERECT PRECAST PRESTRESSED CONCRETE EA 1,500.0000 9,000.00 0.000 0.00 S) GIRDER 54 CORE CONCRETE (201 MM - 250 MM) M 500.0000 2,000.00 0.000 0.00 S) 55 CORE CONCRETE (251 MM - 300 MM) M 550.0000 4,950.00 3.700 2,035.00 S) 56 SOUND WALL (MASONRY BLOCK) M2 150.0000 471,000.00 0.000 0.00 SF) 57 JOINT SEAL (MR 30 MM) M 96.0000 20,448.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:49 AM ESTIMATE NO. 11 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 JOINT SEAL (MR 40 MM) M 125.0000 14,500.00 0.000 0.00 S) 59 JOINT SEAL (MR 50 MM) M 250.0000 13,500.00 0.000 0.00 S) 60 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 704,900.00 59,180.000 118,360.00 202,169.000 404,338.00 SF) 61 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 821,524.00 76,500.000 153,000.00 SF) 62 TREAT BRIDGE DECK M2 4.0000 25,320.00 0.000 0.00 F) 63 FURNISH BRIDGE DECK TREATMENT MATERIAL L 15.0000 38,010.00 0.000 0.00 (LOW ODOR) 64 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 9.0000 12,240.00 0.000 0.00 F) WITH WALKWAY) 65 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 4,080.00 0.000 0.00 SF)WITH WALKWAY) 66 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 367,200.00 0.000 0.00 F) 67 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 45,900.00 0.000 0.00 SF) 68 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 46,200.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 69 METAL (BARRIER MOUNTED SIGN) KG 26.0000 30,420.00 0.000 0.00 F) 70 METAL (RAIL MOUNTED SIGN) KG 16.0000 5,280.00 0.000 0.00 F) 71 METAL (SOUNDWALL MOUNTED SIGN) KG 16.0000 5,760.00 0.000 0.00 F) 72 ROADSIDE SIGN - ONE POST EA 300.0000 6,900.00 0.000 0.00 73 ROADSIDE SIGN - TWO POST EA 450.0000 2,250.00 0.000 0.00 74 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 400.00 0.000 0.00 METHOD) 75 INSTALL SIGN OVERLAY M2 750.0000 1,500.00 0.000 0.00 76 INSTALL FRAMED SIGN PANEL EA 1,000.0000 13,000.00 0.000 0.00 77 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 194,250.00 90.600 15,855.00 401.800 70,315.00 78 600 MM ALTERNATIVE PIPE CULVERT M 205.0000 28,700.00 18.000 3,690.00 79 900 MM ALTERNATIVE PIPE CULVERT M 160.0000 8,320.00 0.000 0.00 80 450 MM REINFORCED CONCRETE PIPE M 165.0000 33,000.00 15.000 2,475.00 81 600 MM REINFORCED CONCRETE PIPE M 870.0000 3,480.00 2.440 2,122.80 82 750 MM REINFORCED CONCRETE PIPE M 350.0000 24,150.00 0.000 0.00 83 1200 MM REINFORCED CONCRETE PIPE M 1,685.0000 77,510.00 41.500 69,927.50 84 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,750.0000 227,500.00 98.000 171,500.00 (CLASS IV) PROGRAM CAS145 PAGE 8 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:49 AM ESTIMATE NO. 11 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,425.0000 228,000.00 86.000 122,550.00 (CLASS IV) 86 600 MM BITUMINOUS COATED CORRUGATED M 350.0000 14,700.00 0.000 0.00 STEEL PIPE (1.32 MM THICK) 87 750 MM BITUMINOUS COATED CORRUGATED M 480.0000 6,720.00 0.000 0.00 STEEL PIPE (1.32 MM THICK) 88 450 MM BITUMINOUS COATED SLOTTED M 220.0000 215,600.00 517.700 113,894.00 CORRUGATED STEEL PIPE (1.32 MM THICK) 89 200 MM PERFORATED PLASTIC M 65.0000 115,700.00 76.000 4,940.00 1,500.000 97,500.00 PIPE UNDERDRAIN 90 250 MM PERFORATED PLASTIC M 125.0000 110,000.00 754.500 94,312.50 PIPE UNDERDRAIN 91 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 130,250.00 60.000 1,500.00 2,538.900 63,472.50 92 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 160.0000 8,480.00 2.000 320.00 23.000 3,680.00 93 80 MM PLASTIC PIPE M 70.0000 9,800.00 0.000 0.00 (APPROACH SLAB DRAIN OUTLET) 94 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 52.0000 338,000.00 688.210 35,786.92 4,000.550 208,028.60 95 450 MM BITUMINOUS COATED CORRUGATED M 160.0000 32,000.00 2.000 320.00 2.000 320.00 STEEL PIPE DOWNDRAIN (1.63 MM THICK) 96 450 MM ANCHOR ASSEMBLY EA 10.0000 160.00 0.000 0.00 97 WELDED STEEL PIPE CASING (BRIDGE) M 180.0000 4,140.00 0.000 0.00 98 450 MM ALTERNATIVE FLARED END SECTION EA 620.0000 1,240.00 0.000 0.00 99 750 MM AUTOMATIC DRAINAGE GATE EA 4,500.0000 4,500.00 0.000 0.00 00 1220 MM PRECAST CONCRETE PIPE MANHOLE M 700.0000 14,700.00 8.000 5,600.00 01 40 MM POLYVINYL CHLORIDE WATERLINE M 50.0000 1,550.00 0.000 0.00 02 300 MM REINFORCED CONCRETE PIPE CASING M 190.0000 1,900.00 0.000 0.00 03 750 MM VITRIFIED CLAY SEWER PIPE M 1,825.0000 93,075.00 0.000 0.00 S) 04 ROCK SLOPE PROTECTION M3 155.0000 18,600.00 0.000 0.00 (BACKING NO. 2, METHOD B) 05 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 160.0000 51,200.00 0.000 0.00 06 CONCRETE (GUTTER LINING) M3 1,500.0000 120,000.00 37.140 55,710.00 07 SLOPE PAVING (CONCRETE) M3 885.0000 149,565.00 0.000 0.00 F) 08 SLOPE PAVING (PRECAST PANEL) M3 1,030.0000 5,150.00 0.000 0.00 F) 09 ROCK SLOPE PROTECTION FABRIC M2 1.0000 490.00 0.000 0.00 10 MINOR CONCRETE (MISCELLANEOUS M3 1,500.0000 180,000.00 16.650 24,975.00 S) CONSTRUCTION) PROGRAM CAS145 PAGE 9 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:49 AM ESTIMATE NO. 11 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 MINOR CONCRETE (GUTTER) M 45.0000 22,680.00 0.000 0.00 F) 12 MISCELLANEOUS IRON AND STEEL KG 8.0000 128,800.00 1,934.000 15,472.00 SF) 13 MISCELLANEOUS METAL KG 14.0000 41,300.00 1,180.000 16,520.00 SF)(RESTRAINER - PIPE TYPE) 14 MISCELLANEOUS METAL KG 13.0000 12,090.00 465.000 6,045.00 SF)(RESTRAINER - BAR TYPE) 15 MISCELLANEOUS METAL (BRIDGE) KG 16.0000 47,520.00 0.000 0.00 SF) 16 MISCELLANEOUS METAL (RETAINING WALL) KG 19.0000 4,636.00 0.000 0.00 SF) 17 SECURITY FENCE M 350.0000 11,550.00 0.000 0.00 S) 18 SECURITY FENCE GATE EA 2,250.0000 2,250.00 0.000 0.00 S) 19 CHAIN LINK FENCE (TYPE CL-1.2, M 80.0000 82,720.00 0.000 0.00 SF)VINYL-CLAD) 20 CHAIN LINK FENCE M 125.0000 38,750.00 0.000 0.00 S) (TYPE CL-1.2, BARRIER MOUNTED) 21 CHAIN LINK FENCE (TYPE CL-1.5, M 88.0000 58,960.00 0.000 0.00 S) VINYL-CLAD) 22 CHAIN LINK FENCE (TYPE CL-1.8) M 90.0000 33,300.00 0.000 0.00 S) 23 0.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 950.0000 8,550.00 0.000 0.00 S) 24 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 9,000.00 0.000 0.00 S) 25 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,500.0000 2,500.00 0.000 0.00 S) 26 OBJECT MARKER EA 25.0000 275.00 0.000 0.00 27 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 3,450.00 0.000 0.00 S) 28 CHAIN LINK RAILING (TYPE 7) M 75.0000 21,750.00 0.000 0.00 S) 29 CONCRETE BARRIER (TYPE 25) M 290.0000 11,310.00 0.000 0.00 F) 30 CONCRETE BARRIER (TYPE 25B) M 245.0000 151,900.00 0.000 0.00 31 CONCRETE BARRIER (TYPE 27A MODIFIED) M 150.0000 198,450.00 0.000 0.00 F) 32 CONCRETE BARRIER (TYPE 27) M 245.0000 5,635.00 0.000 0.00 F) 33 CONCRETE BARRIER (TYPE 27A) M 160.0000 70,560.00 0.000 0.00 F) 34 CONCRETE BARRIER (TYPE 27B) M 350.0000 38,500.00 0.000 0.00 35 CONCRETE BARRIER (TYPE 27B MODIFIED) M 400.0000 16,800.00 0.000 0.00 36 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 170.0000 29,750.00 0.000 0.00 F) 37 CONCRETE BARRIER (TYPE 27 MODIFIED) M 165.0000 69,630.00 0.000 0.00 F) PROGRAM CAS145 PAGE 10 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:49 AM ESTIMATE NO. 11 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 CONCRETE BARRIER (TYPE 50) M 90.0000 214,200.00 31.000 2,790.00 598.920 53,902.80 39 CONCRETE BARRIER (TYPE 50C) M 330.0000 36,300.00 0.000 0.00 40 CONCRETE BARRIER (TYPE 50G2) M 2,300.0000 11,500.00 4.500 10,350.00 4.500 10,350.00 41 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 15,000.00 0.000 0.00 S) 42 CRASH CUSHION (QUAD-GUARD) EA 40,000.0000 40,000.00 0.000 0.00 S) 43 CRASH CUSHION (ADIEM) EA 40,000.0000 40,000.00 0.000 0.00 S) 44 CONCRETE BARRIER (TYPE 60) M 166.0000 149,400.00 0.000 0.00 45 CONCRETE BARRIER (TYPE 60A MODIFIED) M 186.0000 26,784.00 0.000 0.00 F) 46 CONCRETE BARRIER (TYPE 60C) M 220.0000 48,400.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 60D) M 118.0000 61,950.00 0.000 0.00 F) 48 CONCRETE BARRIER (TYPE 60E) M 800.0000 2,400.00 0.000 0.00 49 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 7,000.00 0.000 0.00 S) 50 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 37,000.00 0.000 0.00 S) 51 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,720.00 0.000 0.00 S) 52 PAINT POSTMILE MARKING M2 200.0000 2,000.00 0.000 0.00 S) 53 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 16,880.00 256.000 512.00 S) 54 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 19,320.00 130.000 520.00 S) 55 SIGNAL AND LIGHTING LS 55,000.0000 55,000.00 0.230 12,650.00 S) (CITY STREET LOCATION 1) 56 LIGHTING (CITY STREET, LOCATION 1) LS 2,500.0000 2,500.00 0.000 0.00 S) 57 LIGHTING (CITY STREET, LOCATION 2) LS 12,000.0000 12,000.00 0.000 0.00 S) 58 LIGHTING (CITY STREET, LOCATION 3) LS 2,500.0000 2,500.00 0.120 300.00 S) 59 LIGHTING (STAGE CONSTRUCTION) LS 80,500.0000 80,500.00 0.100 8,050.00 0.790 63,595.00 S) 60 LIGHTING AND SIGN ILLUMINATION LS 376,500.0000 376,500.00 -0.039 -14,683.50 0.281 105,796.50 S) 61 POWER AND COMMUNICATION (VTA) LS 25,000.0000 25,000.00 0.500 12,500.00 0.500 12,500.00 S) 62 TRAFFIC OPERATION SYSTEMS LS 52,500.0000 52,500.00 0.000 0.00 S) 63 TRAFFIC OPERATION SYSTEMS LS 79,000.0000 79,000.00 0.180 14,220.00 0.200 15,800.00 S) (STAGE CONSTRUCTION) 64 TRAFFIC OPERATION SYSTEMS (COUNTY) LS 4,000.0000 4,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:49 AM ESTIMATE NO. 11 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 TRAFFIC OPERATION SYSTEMS (LOCATION 1) LS 20,000.0000 20,000.00 0.080 1,600.00 S) 66 TRAFFIC OPERATION SYSTEMS (LOCATION 2) LS 25,000.0000 25,000.00 0.220 5,500.00 S) 67 TRAFFIC OPERATION SYSTEMS (LOCATION 3) LS 20,000.0000 20,000.00 0.270 5,400.00 S) 68 TRAFFIC OPERATION SYSTEMS (LOCATION 4) LS 8,500.0000 8,500.00 0.040 340.00 0.460 3,910.00 S) 69 TRAFFIC OPERATION SYSTEMS (LOCATION 5) LS 7,500.0000 7,500.00 0.570 4,275.00 S) 70 TRAFFIC OPERATION SYSTEMS (LOCATION 6) LS 6,500.0000 6,500.00 0.800 5,200.00 S) 71 TRAFFIC OPERATION SYSTEMS (LOCATION 7) LS 1.0000 1.00 0.000 0.00 S) 72 TRAFFIC OPERATION SYSTEMS (LOCATION 8) LS 41,500.0000 41,500.00 0.140 5,810.00 S) 73 TRAFFIC OPERATION SYSTEMS (LOCATION 9) LS 40,500.0000 40,500.00 0.020 810.00 0.200 8,100.00 S) 74 TRAFFIC OPERATION SYSTEMS (LOCATION 10) LS 68,500.0000 68,500.00 0.054 3,699.00 S) 75 TRAFFIC OPERATION SYSTEMS (LOCATION 11) LS 51,500.0000 51,500.00 0.133 6,849.50 S) 76 TRAFFIC OPERATION SYSTEMS (LOCATION 12) LS 156,500.0000 156,500.00 0.390 61,035.00 S) 77 TRAFFIC OPERATION SYSTEMS (LOCATION 13) LS 22,000.0000 22,000.00 0.325 7,150.00 S) 78 TRAFFIC OPERATION SYSTEMS (LOCATION 14) LS 42,000.0000 42,000.00 0.250 10,500.00 0.400 16,800.00 S) 79 TRAFFIC OPERATION SYSTEMS (LOCATION 15) LS 2,400.0000 2,400.00 0.000 0.00 S) 80 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 81 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 1,440.00 91.140 273.42 18,549.970 55,649.91 STRIPE 82 REMOVE SOUND WALL M2 35.0000 109,550.00 1,577.000 55,195.00 3,130.000 109,550.00 PROGRAM CAS145 PAGE 12 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:49 AM ESTIMATE NO. 11 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,783,440.55 14,568,774.56 ADJUSTMENT OF COMPENSATION 0.00 33,533.80 EXTRA WORK 16,396.28 376,789.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,799,836.83 14,979,098.06 83 MOBILIZATION LS 4014,705.0000 4,014,705.00 0.950 3,813,969.75 ORIGINAL CONTRACT AMOUNT 40,182,721.00 TOTAL WORK COMPLETED 1,799,836.83 18,793,067.81 MATERIALS ON HAND ON SITE 325,202.59 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,799,836.83 19,118,270.40 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 12/17/04 275 03/14/05 03/14/05 05/16/06 176 18 0 0 45% 64% PROGRESS IS SATISFACTORY SAMUEL WANG RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 12/20/05