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 12/20/04 EST. NO.14 TIME 10:47 AM R.E. NAME: MOGHADAM, SIAVOSH 04-487604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 012 0003 2,658.37 E.W. @ F.A.(+) 020904 N 0234.0 0004 1,265.28 020904 N 0234.1 014 0001 1,690.12 E.W. @ F.A.(+) 120604 N 0244.0 015 0001 2,038.57 E.W. @ F.A.(+) 031004 N 0235.0 0002 4,250.14 031104 N 0236.0 028 0127 2,281.41 E.W. @ F.A.(+) 101204 N 0225.0 0129 735.43 101304 Y 0227.0 0131 612.92 102704 Y 0229.0 0132 209.57 102804 Y 0230.0 0133 741.51 102104 Y 0231.0 0134 2,563.51 092804 Y 0232.0 0135 17,483.16 101104 Y 0233.0 029 0015 1,376.34 E.W. @ F.A.(+) 102904 N 0238.0 0016 2,355.61 091304 N 0207.0 0018 633.47 092904 N 0220.0 0019 1,406.88 110204 N 0242.0 0020 1,049.51 110304 N 0243.0 43,351.80 TOTAL THIS ESTIMATE 338,774.43 TOTAL PREVIOUS ESTIMATE 382,126.23 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 12/20/04 EST. NO.14 TIME 10:47 AM R.E. NAME: MOGHADAM, SIAVOSH 04-487604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 04 PAYROLLS SUBMITTED 10,000.00 05 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-487604 TIME 10:47 AM ESTIMATE NO. 14 BID OPENING 09/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 12/20/04 LOCATION PROGRESS ESTIMATE 04-SCL-101-39.3/41.0 ----------------- GRANITEROCK-PAVEX CONSTRUCTION IN SANTA CLARA COUNTY IN SAN JOSE 330 BLOMQUIST STREET FROM BROKAW ROAD UNDERCROSSING TO REDWOOD CITY CA. 94063 0.5 KM NORTH OF DE LA CRUZ BOULEVARD OVERCROSSING FED. AID NO. ACNH-Q101(44)E CONSTRUCT AUXILLIARY LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 (REMOVE TRAFFIC STRIPE) 02 MIGRATORY BIRD NESTING LS 5,000.0000 5,000.00 1.000 5,000.00 03 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.500 7,500.00 04 ELECTRONIC MOBILE DAILY DIARY LS 5,000.0000 5,000.00 0.250 1,250.00 05 TIME-RELATED OVERHEAD LS 148,000.0000 148,000.00 0.072 10,656.00 0.964 142,672.00 06 300 MM TEMPORARY CULVERT (PLASTIC) M 25.0000 425.00 0.000 0.00 07 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 1.000 4,000.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.100 3,000.00 0.900 27,000.00 09 TEMPORARY SOIL STABILIZER KG 4.0000 19,480.00 4,560.000 18,240.00 10 TEMPORARY SILT FENCE M 5.0000 8,300.00 1,697.000 8,485.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 900.0000 4,500.00 2.000 1,800.00 8.000 7,200.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 7,500.00 4.000 6,000.00 13 TEMPORARY COVER M2 2.0000 40,000.00 8,174.500 16,349.00 14 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 5,000.00 12.000 3,000.00 15 TEMPORARY CREEK DIVERSION SYSTEM LS 29,000.0000 29,000.00 0.000 0.00 16 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.750 7,500.00 S) 17 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.050 2,500.00 0.900 45,000.00 S) 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 25.0000 1,325.00 11.200 280.00 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 5,550.00 8,496.000 4,248.00 20 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 425.00 12.000 300.00 21 TEMPORARY PAVEMENT MARKER EA 4.0000 11,240.00 2,717.000 10,868.00 22 TEMPORARY RAILING (TYPE K) M 44.0000 223,960.00 43.000 1,892.00 3,243.000 142,692.00 PROGRAM CAS145 PAGE 2 DATE 12/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-487604 TIME 10:47 AM ESTIMATE NO. 14 BID OPENING 09/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 12/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 140.0000 26,600.00 122.000 17,080.00 24 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,940.00 3,927.000 7,854.00 25 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 5.0000 27,600.00 2,717.000 13,585.00 26 STORM DRAIN AND SANITARY SEWER VIDEO M 13.0000 2,600.00 0.000 0.00 SURVEY 27 ABANDON CULVERT & SEWER PIPELINE M 40.0000 4,400.00 106.600 4,264.00 28 ABANDON INLET EA 900.0000 900.00 1.000 900.00 29 ABANDON SEWER EA 5,000.0000 5,000.00 0.000 0.00 30 OBLITERATE SURFACING M2 3.5000 10,535.00 250.000 875.00 250.000 875.00 31 REMOVE CHAIN LINK FENCE M 15.0000 23,700.00 1,521.000 22,815.00 32 REMOVE GATE EA 250.0000 500.00 1.000 250.00 33 REMOVE METAL BEAM GUARD RAILING M 17.0000 4,420.00 260.000 4,420.00 34 REMOVE FLARED END SECTION EA 200.0000 400.00 2.000 400.00 35 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 7,020.00 2,769.000 5,538.00 36 REMOVE PAINTED PAVEMENT MARKING M2 20.0000 360.00 18.000 360.00 37 REMOVE PAVEMENT MARKER EA 1.0000 3,410.00 2,437.000 2,437.00 38 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,900.00 2.000 200.00 39 REMOVE ROADSIDE SIGN EA 50.0000 300.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 40 REMOVE SIGN STRUCTURE EA 3,000.0000 6,000.00 1.000 3,000.00 1.000 3,000.00 41 REMOVE BRIDGE MOUNTED SIGN EA 3,300.0000 3,300.00 0.000 0.00 42 REMOVE ASPHALT CONCRETE DIKE M 3.2500 845.00 0.000 0.00 43 REMOVE CULVERT M 125.0000 36,250.00 8.000 1,000.00 68.160 8,520.00 44 REMOVE INLET EA 1,100.0000 4,400.00 3.000 3,300.00 45 REMOVE HEADWALL EA 2,400.0000 36,000.00 1.000 2,400.00 12.000 28,800.00 46 REMOVE MANHOLE EA 1,250.0000 2,500.00 2.000 2,500.00 47 REMOVE RETAINING WALL M3 400.0000 52,000.00 155.000 62,000.00 48 RECONSTRUCT CHAIN LINK FENCE M 100.0000 600.00 0.000 0.00 49 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000.00 PROGRAM CAS145 PAGE 3 DATE 12/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-487604 TIME 10:47 AM ESTIMATE NO. 14 BID OPENING 09/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 12/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ADJUST WATER VALVE COVER TO GRADE EA 525.0000 1,575.00 3.000 1,575.00 51 ADJUST INLET EA 1,100.0000 2,200.00 0.000 0.00 52 ADJUST MANHOLE EA 1,000.0000 2,000.00 1.000 1,000.00 1.000 1,000.00 53 ADJUST SEWER MANHOLE EA 1,200.0000 3,600.00 0.000 0.00 54 MODIFY INLET TO MANHOLE EA 2,300.0000 2,300.00 1.000 2,300.00 2.000 4,600.00 55 PLANE ASPHALT CONCRETE PAVEMENT M2 28.0000 3,360.00 120.000 3,360.00 S) 56 REMOVE CONCRETE M3 55.0000 15,400.00 111.200 6,116.00 187.290 10,300.95 57 CAP INLET EA 1,250.0000 5,000.00 2.000 2,500.00 6.000 7,500.00 58 CAP MANHOLE EA 1,700.0000 1,700.00 0.000 0.00 59 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 60 BRIDGE REMOVAL (PORTION) LS 15,000.0000 15,000.00 1.000 15,000.00 61 CLEARING AND GRUBBING LS 90,000.0000 90,000.00 1.000 90,000.00 62 ROADWAY EXCAVATION M3 14.0000 332,822.00 1,225.440 17,156.16 24,009.440 336,132.16 63 SETTLEMENT INSTRUMENTATION LS 25,000.0000 25,000.00 0.675 16,875.00 64 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 (AERIALLY DEPOSITED LEAD) 65 STRUCTURE EXCAVATION (BRIDGE) M3 104.0000 44,720.00 430.000 44,720.00 F) 66 STRUCTURE EXCAVATION (TYPE D) M3 500.0000 98,500.00 197.000 98,500.00 F) 67 STRUCTURE EXCAVATION (RETAINING WALL) M3 42.0000 46,872.00 1,116.000 46,872.00 F) 68 STRUCTURE BACKFILL (BRIDGE) M3 52.0000 11,908.00 21.500 1,118.00 229.000 11,908.00 F) 69 STRUCTURE BACKFILL (RETAINING WALL) M3 52.0000 36,296.00 680.000 35,360.00 F) 70 SAND BACKFILL M3 200.0000 8,800.00 41.900 8,380.00 71 DITCH EXCAVATION M3 29.0000 18,270.00 208.000 6,032.00 72 EARTH RETAINING STRUCTURE M2 340.0000 268,600.00 39.500 13,430.00 754.300 256,462.00 F) 73 SOIL NAIL ASSEMBLY M 84.0000 76,524.00 941.000 79,044.00 74 IMPORTED BORROW M3 7.0000 105,000.00 15,021.000 105,147.00 75 HIGHWAY PLANTING LS 14,000.0000 14,000.00 0.000 0.00 S) 76 DRAINAGE OUTLET PROTECTION EA 500.0000 4,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 12/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-487604 TIME 10:47 AM ESTIMATE NO. 14 BID OPENING 09/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 12/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EROSION CONTROL (NETTING) M2 3.5000 13,230.00 0.000 0.00 S) 78 STRAW (EROSION CONTROL) TONN 370.0000 7,770.00 0.000 0.00 S) 79 FIBER (EROSION CONTROL) KG 0.8000 2,336.00 0.000 0.00 S) 80 FIBER ROLLS M 8.0000 14,480.00 140.000 1,120.00 S) 81 DRAIN INLET PROTECTION EA 200.0000 1,200.00 0.000 0.00 S) 82 CONCRETE DRAINAGE APRON EA 870.0000 6,960.00 0.000 0.00 S) 83 COMPOST (EROSION CONTROL) KG 0.8000 6,864.00 0.000 0.00 S) 84 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 6,750.00 1.000 750.00 S) 85 PURE LIVE SEED (EROSION CONTROL) KG 42.0000 12,180.00 0.000 0.00 S) 86 STABILIZING EMULSION (EROSION CONTROL) KG 3.5000 2,240.00 0.000 0.00 S) 87 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 S) 88 IRRIGATION SYSTEM LS 24,000.0000 24,000.00 0.000 0.00 S) 89 WATER METER EA 850.0000 850.00 0.000 0.00 S) 90 CONSTRUCT METERING VAULT LS 32,000.0000 32,000.00 0.300 9,600.00 0.500 16,000.00 S) (CITY OF SANTA CLARA) 91 200 MM CORRUGATED HIGH DENSITY M 150.0000 30,000.00 180.000 27,000.00 S) POLYETHYLENE PIPE CONDUIT 92 200 MM WELDED STEEL PIPE CONDUIT M 225.0000 8,775.00 0.000 0.00 S) (6.35 MM THICK) 93 CLASS 4 AGGREGATE SUBBASE M3 22.0000 261,800.00 561.590 12,354.98 10,145.700 223,205.40 94 CLASS 3 AGGREGATE BASE M3 39.0000 96,330.00 134.980 5,264.22 1,311.680 51,155.52 95 CEMENT TREATED BASE M3 66.0000 378,840.00 200.980 13,264.68 4,862.550 320,928.30 (PLANT-MIXED, CLASS A MODIFIED) 96 ASPHALTIC EMULSION (CURING SEAL) TONN 460.0000 17,940.00 -3.220 -1,481.20 9.040 4,158.40 97 ASPHALT TREATED PERMEABLE BASE M3 125.0000 13,750.00 0.000 0.00 98 REPLACE ASPHALT CONCRETE SURFACING M3 700.0000 17,500.00 0.000 0.00 99 ASPHALT CONCRETE (TYPE A) TONN 46.0000 740,600.00 3,246.770 149,351.42 9,383.480 431,640.08 00 ASPHALT CONCRETE (TYPE B) TONN 46.0000 20,700.00 0.000 0.00 01 ASPHALT CONCRETE (OPEN GRADED) TONN 54.0000 44,280.00 0.000 0.00 02 ASPHALT CONCRETE BASE (TYPE A) TONN 55.0000 6,600.00 0.000 0.00 03 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 400.0000 1,600.00 0.000 0.00 AREA) PROGRAM CAS145 PAGE 5 DATE 12/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-487604 TIME 10:47 AM ESTIMATE NO. 14 BID OPENING 09/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 12/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 600.00 0.000 0.00 05 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 1,500.00 0.000 0.00 06 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 250.00 0.000 0.00 07 ASPHALTIC EMULSION (PAINT BINDER) TONN 200.0000 1,200.00 3.000 600.00 08 FURNISH PILING (CLASS 900) M 100.0000 16,800.00 218.000 21,800.00 (ALTERNATIVE W) 09 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,500.0000 18,000.00 12.000 18,000.00 S) 10 FURNISH PILING (CLASS 625) M 104.0000 66,976.00 644.000 66,976.00 (ALTERNATIVE V) 11 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,500.0000 63,000.00 42.000 63,000.00 S) 12 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 0.700 28,000.00 1.000 40,000.00 S) 13 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 69,300.00 126.000 69,300.00 F) 14 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 568,800.00 72.900 58,320.00 711.000 568,800.00 F) 15 STRUCTURAL CONCRETE, RETAINING WALL M3 650.0000 218,400.00 336.000 218,400.00 F) 16 STRUCTURAL CONCRETE, BARRIER SLAB M3 480.0000 131,520.00 50.870 24,417.60 274.000 131,520.00 F) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 718.0000 57,440.00 80.000 57,440.00 80.000 57,440.00 F) (TYPE N) 18 CLASS 2 CONCRETE (BOX CULVERT) M3 2,700.0000 13,500.00 5.000 13,500.00 F) 19 MINOR CONCRETE (MINOR STRUCTURE) M3 840.0000 32,760.00 3.460 2,906.40 32.280 27,115.20 F) 20 MINOR CONCRETE (PIPE COVER) M3 200.0000 3,200.00 6.190 1,238.00 21 FRACTURED RIB TEXTURE M2 110.0000 79,310.00 331.000 36,410.00 F) 22 DRILL AND BOND DOWEL M 21.0000 3,570.00 37.550 788.55 23 JOINT SEAL (MR 40 MM) M 155.0000 4,805.00 0.000 0.00 S) 24 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 176,418.00 6,650.000 11,970.00 98,010.000 176,418.00 SF) 25 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 39,410.00 19,705.000 39,410.00 F) 26 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 1,246.00 623.000 1,246.00 SF) 27 SHOTCRETE M3 500.0000 13,000.00 26.000 13,000.00 SF) 28 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 82,495.00 0.000 0.00 F) 29 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 16,499.00 0.000 0.00 SF) 30 920 MM CAST-IN-DRILLED-HOLE M 800.0000 17,600.00 9.430 7,544.00 24.090 19,272.00 S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 6 DATE 12/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-487604 TIME 10:47 AM ESTIMATE NO. 14 BID OPENING 09/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 12/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 METAL (RAIL MOUNTED SIGN) KG 33.0000 3,960.00 0.000 0.00 32 ROADSIDE SIGN - ONE POST EA 275.0000 6,600.00 0.000 0.00 33 ROADSIDE SIGN - TWO POST EA 650.0000 1,950.00 0.000 0.00 34 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 120.0000 960.00 0.000 0.00 METHOD) 35 INSTALL SIGN OVERLAY M2 330.0000 1,320.00 0.000 0.00 36 INSTALL SIGN PANEL ON EXISTING FRAME M2 140.0000 11,620.00 0.000 0.00 37 450 MM ALTERNATIVE PIPE CULVERT M 225.0000 128,250.00 54.900 12,352.50 543.380 122,260.50 38 750 MM ALTERNATIVE PIPE CULVERT M 440.0000 3,080.00 9.000 3,960.00 39 900 MM REINFORCED CONCRETE PIPE M 440.0000 6,160.00 14.000 6,160.00 40 300 MM SLOTTED CORRUGATED STEEL PIPE M 420.0000 13,440.00 0.000 0.00 (1.63 MM THICK) 41 80 MM PLASTIC PIPE (EDGE DRAIN) M 34.0000 4,760.00 0.000 0.00 42 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 250.0000 1,500.00 0.000 0.00 43 900 MM CORRUGATED STEEL PIPE INLET M 1,650.0000 3,465.00 0.000 0.00 (2.01 MM THICK) 44 450 MM ALTERNATIVE FLARED END SECTION EA 650.0000 5,200.00 2.000 1,300.00 2.000 1,300.00 45 SEWER MANHOLE EA 3,700.0000 3,700.00 1.000 3,700.00 1.000 3,700.00 46 STORM MANHOLE (CSC) EA 3,700.0000 3,700.00 0.000 0.00 47 CONCRETE (GUTTER LINING) M3 1,000.0000 33,000.00 22.920 22,920.00 22.920 22,920.00 48 CONCRETE (DITCH LINING) M3 1,000.0000 40,000.00 0.000 0.00 49 MINOR CONCRETE (MISCELLANEOUS M3 530.0000 53,000.00 2.350 1,245.50 37.350 19,795.50 CONSTRUCTION) 50 MINOR CONCRETE (GUTTER) M 91.0000 5,460.00 60.000 5,460.00 60.000 5,460.00 51 MISCELLANEOUS IRON AND STEEL KG 3.0000 12,141.00 296.000 888.00 496.000 1,488.00 SF) 52 CHAIN LINK FENCE (TYPE CL-1.2, M 35.0000 17,150.00 0.000 0.00 S) VINYL-CLAD) 53 CHAIN LINK FENCE (TYPE CL-1.8) M 36.0000 37,440.00 0.000 0.00 S) 54 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 750.0000 1,500.00 0.000 0.00 S) 55 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 2,000.00 0.000 0.00 S) 56 DELINEATOR (CLASS 1) EA 30.0000 1,350.00 0.000 0.00 57 OBJECT MARKER (TYPE K-1) EA 25.0000 75.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 12/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-487604 TIME 10:47 AM ESTIMATE NO. 14 BID OPENING 09/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 12/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 OBJECT MARKER (TYPE L-1) EA 30.0000 210.00 0.000 0.00 59 METAL BEAM GUARD RAILING (WOOD POST) M 80.0000 15,200.00 0.000 0.00 S) 60 CABLE RAILING M 64.0000 3,840.00 0.000 0.00 SF) 61 TERMINAL SECTION (TYPE B) EA 51.0000 408.00 0.000 0.00 S) 62 END SECTION EA 51.0000 51.00 0.000 0.00 S) 63 TERMINAL SYSTEM (TYPE SRT) EA 1,700.0000 13,600.00 0.000 0.00 S) 64 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 2,100.00 0.000 0.00 S) 65 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,100.0000 1,100.00 0.000 0.00 S) 66 RETURN SECTION EA 100.0000 100.00 0.000 0.00 S) 67 CRASH CUSHION, SAND FILLED EA 1,500.0000 1,500.00 0.000 0.00 S) 68 CONCRETE BARRIER (TYPE 60) M 288.0000 12,672.00 0.000 0.00 69 CONCRETE BARRIER (TYPE 60C) M 266.0000 268,660.00 67.000 17,822.00 350.000 93,100.00 70 CONCRETE BARRIER (TYPE 60D) M 98.0000 24,990.00 0.000 0.00 F) 71 CONCRETE BARRIER (TYPE 60 MODIFIED) M 130.0000 33,410.00 0.000 0.00 F) 72 CONCRETE BARRIER (TYPE 60E) M 600.0000 27,600.00 0.000 0.00 73 CONCRETE BARRIER (TYPE 736) M 200.0000 10,200.00 0.000 0.00 F) 74 CONCRETE BARRIER (TYPE 736 MODIFIED) M 200.0000 77,400.00 0.000 0.00 F) 75 CONCRETE BARRIER (TYPE 736B) M 365.0000 200,750.00 0.000 0.00 76 THERMOPLASTIC PAVEMENT MARKING M2 31.0000 2,480.00 0.000 0.00 S) 77 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 7,140.00 0.000 0.00 S) 78 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,580.00 0.000 0.00 S) 79 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 170.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 80 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 37.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 81 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 6,220.00 0.000 0.00 S) 82 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 12,160.00 0.000 0.00 S) 83 SIGNAL AND LIGHTING LS 117,000.0000 117,000.00 0.850 99,450.00 S) 84 LIGHTING (CITY STREET) LS 67,000.0000 67,000.00 0.100 6,700.00 0.700 46,900.00 S) PROGRAM CAS145 PAGE 8 DATE 12/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-487604 TIME 10:47 AM ESTIMATE NO. 14 BID OPENING 09/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 12/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 LIGHTING AND SIGN ILLUMINATION LS 350,000.0000 350,000.00 0.750 262,500.00 S) 86 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 5,000.0000 5,000.00 0.500 2,500.00 S) 87 TRAFFIC OPERATIONS SYSTEM LS 350,000.0000 350,000.00 0.700 245,000.00 S) 88 TRAFFIC OPERATIONS SYSTEM AND LIGHTING LS 350,000.0000 350,000.00 0.100 35,000.00 0.900 315,000.00 S) (STAGE CONSTRUCTION) 89 CAMERA UNIT EA 7,000.0000 7,000.00 0.600 4,200.00 0.700 4,900.00 S) 90 PAN AND TILT UNIT EA 6,000.0000 6,000.00 0.700 4,200.00 0.700 4,200.00 S) 91 CAMERA CONTROL UNIT EA 6,000.0000 6,000.00 0.500 3,000.00 0.500 3,000.00 S) 92 VIDEO ENCODER UNIT EA 30,000.0000 30,000.00 0.500 15,000.00 0.500 15,000.00 S) 93 INTEGRATED SERVICE DIGITAL NETWORK EA 4,000.0000 4,000.00 0.500 2,000.00 0.500 2,000.00 S) TERMINAL ADAPTER 94 WIRELESS RADIO MODEM EA 3,000.0000 18,000.00 0.500 1,500.00 0.500 1,500.00 S) 95 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 100,000.0000 100,000.00 0.700 70,000.00 S) WITH RADIO CONTROLLER ASSEMBLY PROGRAM CAS145 PAGE 9 DATE 12/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-487604 TIME 10:47 AM ESTIMATE NO. 14 BID OPENING 09/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 12/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 587,983.26 5,853,735.56 ADJUSTMENT OF COMPENSATION 0.00 -3,260.74 EXTRA WORK 43,351.80 385,386.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 631,335.06 6,235,861.79 96 MOBILIZATION LS 820,000.0000 820,000.00 1.000 820,000.00 ORIGINAL CONTRACT AMOUNT 9,017,665.00 TOTAL WORK COMPLETED 631,335.06 7,055,861.79 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 631,335.06 7,055,861.79 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 10/22/03 250 11/06/03 11/10/03 03/08/05 240 37 0 44 75% 60% PROGRESS IS SATISFACTORY MOGHADAM, SIAVOSH RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 12/20/04