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 05/25/04 EST. NO.15 TIME 11:53 AM R.E. NAME: DARRYL SCHRAM 04-2357A4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 008 0002 864.00 E.W. @ U.P (+) 021004 N 5A 0 0003 470.45 E.W. @ F.A.(+) 090803 N 3 0 0004 239.67 090903 N 004 0 0005 346.96 102803 N 006 0 011 0002 49,175.00 E.W. @ L.S.(+) 050404 N 0002 0 019 0020 1,012.14 E.W. @ F.A.(+) 041304 N 028 0 026 0001 67.99 E.W. @ F.A.(+) 020904 N 298 0 0002 44.53 030204 N 300 0 0003 1,134.67 030504 N 311 0 0004 332.17 030504 N 299 0 0005 595.71 030804 N 317 0 0006 6,712.09 E.W. @ L.S.(+) 050404 N X00010 0007 -1,520.00 A.C. @ L.S.(-) 050404 N X00020 028 0001 2,750.00 A.C. @ L.S.(+) 050404 N 0001 0 030 0001 4,147.00 E.W. @ L.S.(+) 043004 N X00010 66,372.38 TOTAL THIS ESTIMATE 198,357.77 TOTAL PREVIOUS ESTIMATE 264,730.15 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 05/25/04 EST. NO.15 TIME 11:53 AM R.E. NAME: DARRYL SCHRAM 04-2357A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ADMINISTRATIVE RETEN -112,049.78 08 RETENTION -46,881.16 09 RETENTION 158,930.94 10 UNCOVERED SIGNS -5,000.00 13 RELEASE FOR UNCOVERE 5,000.00 15 5,000.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 05 LATE DOCUMENTS -10,000.00 09 RELEASE 7/03 DEDUCT 10,000.00 12 TRUKPER11/23/04 LTR -10,000.00 12 TRUCKING PAYROLLS -10,000.00 13 0.00 -30,000.00 TOTAL DEDUCTIONS 5,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 11:53 AM ESTIMATE NO. 15 BID OPENING 12/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 05/25/04 LOCATION RERUN PROGRESS ESTIMATE 04-SM-101-3.6/11.9 ----------------------- DE SILVA GATES IN SAN MATEO COUNTY IN SAN MATEO, 11555 DUBLIN BLVD BELMONT, SAN CARLOS AND REDWOOD DUBLIN, CA 94568 CITY AT VARIOUS LOCATIONS FED. AID NO. ACNH-Q101(18)E WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SURVEY OF EXISTING NON-HIGHWAY LS 10,000.0000 10,000.00 0.000 0.00 FACILITIES 02 VIBRATION MONITORING LS 10,000.0000 10,000.00 0.000 0.00 S) 03 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 0.500 500.00 04 TIME-RELATED OVERHEAD LS 600,000.0000 600,000.00 0.070 42,000.00 0.955 573,000.00 05 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM DATA DELIVERY 06 TEMPORARY FENCE M 20.0000 43,400.00 195.700 3,914.00 07 TEMPORARY FENCE (TYPE MPB) M 10.0000 17,200.00 2,461.000 24,610.00 08 TEMPORARY FENCE (TYPE ESA) M 10.0000 39,200.00 3,092.000 30,920.00 09 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 PREVENTION PLAN 10 WATER POLLUTION CONTROL LS 1,000.0000 1,000.00 0.600 600.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 22,000.00 32.000 6,400.00 12 NON STORM WATER DISCHARGE LS 25,000.0000 25,000.00 0.900 22,500.00 13 TEMPORARY SILT FENCE M 6.0000 78,000.00 5,198.560 31,191.36 14 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 16,500.00 9.000 13,500.00 15 TEMPORARY COVER M2 3.0000 24,000.00 2,327.000 6,981.00 16 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 13,500.00 1.600 2,400.00 9.400 14,100.00 17 TEMPORARY CREEK DIVERSION SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 18 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000.00 S) 19 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.050 5,000.00 0.900 90,000.00 S) 20 TYPE III BARRICADE EA 100.0000 1,800.00 10.000 1,000.00 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4000 33,880.00 4,908.000 1,963.20 42,490.000 16,996.00 22 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 14,800.00 167.000 6,680.00 PROGRAM CAS145 PAGE 2 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 11:53 AM ESTIMATE NO. 15 BID OPENING 12/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CHANNELIZER (PORTABLE) EA 50.0000 3,000.00 60.000 3,000.00 24 TEMPORARY PAVEMENT MARKER EA 4.0000 68,400.00 381.000 1,524.00 17,716.000 70,864.00 25 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 40,000.00 4.000 20,000.00 26 TEMPORARY RAILING (TYPE K) M 70.0000 1,687,000.00 3,712.460 259,872.20 21,629.020 1,514,031.40 27 TEMPORARY CRASH CUSHION MODULE EA 200.0000 114,000.00 100.000 20,000.00 399.000 79,800.00 28 TEMPORARY TRAFFIC SCREEN M 20.0000 37,000.00 1,137.000 22,740.00 29 ABANDON CULVERT EA 1,000.0000 6,000.00 2.000 2,000.00 30 ABANDON SEWER M 100.0000 3,900.00 39.000 3,900.00 31 REMOVE WOOD FENCE M 100.0000 1,000.00 10.000 1,000.00 32 REMOVE CHAIN LINK FENCE M 10.0000 30,000.00 2,006.000 20,060.00 33 REMOVE FLARED END SECTION EA 250.0000 1,000.00 1.000 250.00 34 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 16,300.00 132.590 132.59 29,304.670 29,304.67 35 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 14,700.00 13,810.300 27,620.60 36 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 11,600.00 1,938.830 3,877.66 10,297.430 20,594.86 STRIPE 37 REMOVE PAVEMENT MARKER EA 1.0000 20,900.00 180.000 180.00 18,409.000 18,409.00 38 REMOVE ROADSIDE SIGN-ONE POST EA 100.0000 4,400.00 25.000 2,500.00 39 REMOVE ROADSIDE SIGN-TWO POST EA 100.0000 3,100.00 16.000 1,600.00 40 REMOVE ROADSIDE SIGN EA 50.0000 1,450.00 15.000 750.00 (STRAP AND SADDLE BRACKET METHOD) 41 REMOVE SIGN STRUCTURE EA 4,000.0000 12,000.00 1.000 4,000.00 1.000 4,000.00 42 REMOVE BRIDGE MOUNTED SIGN EA 1,000.0000 2,000.00 0.000 0.00 43 REMOVE CULVERT M 50.0000 35,500.00 522.000 26,100.00 44 REMOVE INLET EA 500.0000 20,500.00 4.000 2,000.00 26.000 13,000.00 45 REMOVE HEADWALL EA 1,000.0000 6,000.00 5.000 5,000.00 46 REMOVE SEWER MANHOLE EA 500.0000 1,500.00 3.000 1,500.00 47 REMOVE RETAINING WALL (PORTION) M3 125.0000 5,000.00 50.000 6,250.00 92.000 11,500.00 48 REMOVE EXISTING SOUND WALL M 50.0000 42,000.00 985.000 49,250.00 49 REMOVE BASE AND SURFACING M3 20.0000 8,000.00 100.200 2,004.00 PROGRAM CAS145 PAGE 3 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 11:53 AM ESTIMATE NO. 15 BID OPENING 12/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RECONSTRUCT METAL BEAM GUARD RAILING M 65.0000 27,300.00 137.500 8,937.50 225.500 14,657.50 51 RELOCATE HYDRANT EA 2,500.0000 10,000.00 0.000 0.00 52 RELOCATE ROADSIDE SIGN-ONE POST EA 250.0000 500.00 0.000 0.00 53 RELOCATE ROADSIDE SIGN EA 350.0000 2,800.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 54 ADJUST SEWER CLEANOUT TO GRADE EA 500.0000 2,000.00 0.000 0.00 55 ADJUST WATER VALVE COVER TO GRADE EA 300.0000 3,000.00 0.000 0.00 56 ADJUST INLET EA 1,000.0000 15,000.00 3.000 3,000.00 57 ADJUST MANHOLE TO GRADE EA 500.0000 10,000.00 0.000 0.00 58 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 25,500.00 1,706.000 17,060.00 8,033.000 80,330.00 S) (30 MM MAXIMUM) 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 76,800.00 0.000 0.00 S) (45 MM MAXIMUM) 60 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 4,200.00 0.000 0.00 S) (75 MM MAXIMUM) 61 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M2 15.0000 13,500.00 753.230 11,298.45 62 REMOVE CONCRETE CURB M 10.0000 25,400.00 1,002.790 10,027.90 1,693.050 16,930.50 63 REMOVE CONCRETE BARRIER M 60.0000 6,600.00 8.000 480.00 64 CAP INLET EA 1,000.0000 5,000.00 2.000 2,000.00 4.000 4,000.00 65 BRIDGE REMOVAL (PORTION), LOCATION A LS 3,000.0000 3,000.00 1.000 3,000.00 66 BRIDGE REMOVAL (PORTION), LOCATION B LS 8,700.0000 8,700.00 1.000 8,700.00 67 BRIDGE REMOVAL (PORTION), LOCATION C LS 35,000.0000 35,000.00 1.000 35,000.00 68 BRIDGE REMOVAL (PORTION), LOCATION D LS 10,000.0000 10,000.00 1.000 10,000.00 69 REMOVE AND REPLACE CONCRETE BARRIER M 400.0000 120,000.00 297.700 119,080.00 (RETAINING WALL) 70 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.900 180,000.00 71 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.650 32,500.00 72 ROADWAY EXCAVATION M3 20.0000 942,000.00 3,800.000 76,000.00 37,334.000 746,680.00 73 ROADWAY EXCAVATION (TYPE Y) M3 20.0000 222,000.00 2,180.000 43,600.00 20,244.000 404,880.00 (AERIALLY DEPOSITED LEAD) 74 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 75 STRUCTURE EXCAVATION (TYPE A) M3 100.0000 184,000.00 1,840.000 184,000.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 100.0000 90,000.00 375.000 37,500.00 950.000 95,000.00 PROGRAM CAS145 PAGE 4 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 11:53 AM ESTIMATE NO. 15 BID OPENING 12/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 16,000.00 160.000 16,000.00 F) 78 STRUCTURE BACKFILL (CULVERT) M3 100.0000 13,000.00 0.000 0.00 79 STRUCTURE BACKFILL (RETAINING WALL) M3 80.0000 92,800.00 945.000 75,600.00 80 SAND BACKFILL (ABANDON SEWER) M3 150.0000 2,100.00 0.000 0.00 81 DITCH EXCAVATION M3 30.0000 28,500.00 246.000 7,380.00 684.000 20,520.00 82 IMPORTED MATERIAL (SHOULDER BACKING) TONN 80.0000 20,000.00 0.000 0.00 83 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 70.0000 73,500.00 543.000 38,010.00 84 HIGHWAY PLANTING LS 500,000.0000 500,000.00 0.090 45,000.00 0.299 149,500.00 S) 85 EROSION CONTROL (BLANKET) M2 2.0000 20,400.00 0.000 0.00 S) 86 STRAW (EROSION CONTROL) TONN 350.0000 14,700.00 16.200 5,670.00 S) 87 FIBER (EROSION CONTROL) KG 1.0000 6,680.00 1,295.000 1,295.00 S) 88 FIBER ROLLS M 10.0000 91,900.00 0.000 0.00 S) 89 FIBER ROLL CHECK DAM EA 250.0000 7,000.00 0.000 0.00 S) 90 INLET PROTECTION EA 500.0000 2,500.00 0.000 0.00 91 FLARED END PROTECTION EA 500.0000 4,500.00 0.000 0.00 92 COMPOST (EROSION CONTROL) KG 0.5000 9,800.00 0.000 0.00 S) 93 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 2.000 1,000.00 S) 94 PURE LIVE SEED (EROSION CONTROL) KG 40.0000 25,200.00 0.000 0.00 S) 95 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 1,460.00 567.000 567.00 S) 96 PLANT ESTABLISHMENT WORK LS 1,000.0000 1,000.00 0.000 0.00 S) 97 IRRIGATION SYSTEM LS 500,000.0000 500,000.00 0.084 42,000.00 0.590 295,000.00 S) 98 MANUAL AIR RELEASE VALVE EA 2,000.0000 12,000.00 6.000 12,000.00 99 200 MM CORRUGATED HIGH DENSITY M 150.0000 1,650.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 00 150 MM CORRUGATED STEEL PIPE CONDUIT M 150.0000 4,350.00 29.000 4,350.00 S) (1.63 MM THICK) 01 200 MM WELDED STEEL PIPE CONDUIT M 300.0000 43,500.00 102.700 30,810.00 S) (6.35 MM THICK) 02 EXTEND 250 MM CONDUIT M 400.0000 12,800.00 18.000 7,200.00 S) 03 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 11:53 AM ESTIMATE NO. 15 BID OPENING 12/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS 4 AGGREGATE SUBBASE M3 25.0000 1,060,000.00 1,272.000 31,800.00 14,702.700 367,567.50 05 CLASS 3 AGGREGATE BASE M3 80.0000 58,400.00 105.880 8,470.40 304.460 24,356.80 06 CEMENT TREATED BASE M3 80.0000 1,248,000.00 4,397.000 351,760.00 9,984.000 798,720.00 (PLANT-MIXED, CLASS A) 07 ASPHALTIC EMULSION (CURING SEAL) TONN 1.0000 120.00 16.890 16.89 16.890 16.89 08 ASPHALT CONCRETE (TYPE A) TONN 50.0000 2,675,000.00 11,698.490 584,924.50 23,112.093 1,155,604.65 09 ASPHALT CONCRETE (OPEN GRADED) TONN 50.0000 146,000.00 0.000 0.00 10 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 7.0000 41,790.00 175.500 1,228.50 AREA) 11 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 3,650.00 0.000 0.00 12 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 100.00 0.000 0.00 13 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 3,700.00 0.000 0.00 14 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 4,900.00 0.000 0.00 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 2,000.0000 64,000.00 5.380 10,760.00 16.830 33,660.00 16 FURNISH PILING (CLASS 900C) M 35.0000 49,665.00 1,412.000 49,420.00 17 FURNISH PILING (CLASS 900 C) M 34.0000 102,000.00 3,016.650 102,566.10 (MODIFIED) 18 DRIVE PILE (CLASS 900C) EA 1,350.0000 120,150.00 89.000 120,150.00 S) 19 DRIVE PILE (CLASS 900 C) (MODIFIED) EA 650.0000 261,300.00 405.000 263,250.00 S) 20 SEAL COURSE CONCRETE M3 200.0000 98,000.00 235.500 47,100.00 21 STRUCTURAL CONCRETE, BRIDGE M3 700.0000 83,300.00 119.000 83,300.00 F) 22 STRUCTURE CONCRETE, RETAINING WALL M3 500.0000 65,000.00 130.000 65,000.00 SF)(SOUND WALL) 23 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 375,000.00 69.000 34,500.00 712.500 356,250.00 F) 24 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 135,000.00 17.990 17,990.00 61.140 61,140.00 F) 25 MINOR CONCRETE (BACKFILL) M3 120.0000 27,600.00 32.400 3,888.00 49.400 5,928.00 26 DRILL AND BOND DOWEL M 100.0000 2,500.00 23.000 2,300.00 27 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 75,000.00 3.000 75,000.00 S) BOX GIRDER (20 M - 25 M) 28 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 5,000.0000 15,000.00 3.000 15,000.00 S) GIRDER 29 SOUND WALL (RETAINING WALL) M2 150.0000 29,850.00 199.000 29,850.00 SF) 30 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 120.0000 334,920.00 100.000 12,000.00 100.000 12,000.00 SF) PROGRAM CAS145 PAGE 6 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 11:53 AM ESTIMATE NO. 15 BID OPENING 12/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SOUND WALL (MASONRY BLOCK) M2 240.0000 384,240.00 1,601.000 384,240.00 SF) 32 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 76,400.00 6,115.000 12,230.00 24,098.000 48,196.00 SF) 33 BAR REINFORCING STEEL (EPOXY COATED) KG 2.5000 27,650.00 26,103.000 65,257.50 SF)(RETAINING WALL) 34 BAR REINFORCING STEEL (EPOXY COATED) KG 2.5000 2,850.00 1,140.000 2,850.00 SF) 35 BAR REINFORCING STEEL (EPOXY COATED) KG 2.5000 29,500.00 11,800.000 29,500.00 SF)(BRIDGE) 36 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 275,500.00 0.000 0.00 S) 37 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 53,500.00 0.000 0.00 S) 38 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 79,000.00 23.400 23,400.00 S) CONCRETE PILE (SIGN FOUNDATION) 39 METAL (RAIL MOUNTED SIGN) KG 8.0000 11,920.00 0.000 0.00 40 ROADSIDE SIGN - ONE POST EA 300.0000 21,600.00 0.000 0.00 41 ROADSIDE SIGN - TWO POST EA 700.0000 19,600.00 0.000 0.00 42 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 7,100.00 0.000 0.00 METHOD) 43 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 500.0000 5,500.00 0.000 0.00 44 INSTALL FRAMED SIGN PANEL EA 1,500.0000 12,000.00 0.000 0.00 45 INSTALL ROADSIDE SIGN EA 1,000.0000 11,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 46 300 MM ALTERNATIVE PIPE CULVERT M 100.0000 16,000.00 47.000 4,700.00 98.000 9,800.00 47 450 MM ALTERNATIVE PIPE CULVERT M 150.0000 493,500.00 386.400 57,960.00 827.400 124,110.00 48 600 MM ALTERNATIVE PIPE CULVERT M 180.0000 30,600.00 104.000 18,720.00 49 600 MM RECLAIMED WATER SUPPLY LINE M 750.0000 1,357,500.00 1,817.000 1,362,750.00 50 675 MM REINFORCED CONCRETE PIPE M 1,000.0000 3,000.00 2.000 2,000.00 51 750 MM REINFORCED CONCRETE PIPE M 200.0000 24,200.00 4.000 800.00 4.000 800.00 52 1125 MM REINFORCED CONCRETE PIPE M 3,000.0000 3,000.00 1.000 3,000.00 53 300 MM REINFORCED CONCRETE PIPE M 120.0000 6,600.00 58.700 7,044.00 58.700 7,044.00 (CLASS IV) 54 375 MM REINFORCED CONCRETE PIPE M 130.0000 9,100.00 0.000 0.00 (CLASS IV) 55 450 MM REINFORCED CONCRETE PIPE M 150.0000 12,000.00 5.000 750.00 (CLASS IV) 56 600 MM REINFORCED CONCRETE PIPE M 225.0000 2,700.00 0.000 0.00 (CLASS IV) 57 1650 MM REINFORCED CONCRETE PIPE M 1,500.0000 10,500.00 0.000 0.00 (CLASS IV, RUBBER GASKET JOINT) PROGRAM CAS145 PAGE 7 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 11:53 AM ESTIMATE NO. 15 BID OPENING 12/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 450 MM CORRUGATED STEEL PIPE M 2,000.0000 4,000.00 12.000 24,000.00 (3.51 MM THICK) 59 1350 MM BITUMINOUS COATED CORRUGATED M 2,000.0000 4,000.00 2.000 4,000.00 STEEL PIPE (3.51 MM THICK) 60 450 MM SLOTTED CORRUGATED STEEL PIPE M 100.0000 10,000.00 0.000 0.00 (3.51 MM THICK) 61 450 MM BITUMINOUS COATED CORRUGATED M 100.0000 1,600.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 62 GRATED LINE DRAIN M 300.0000 189,000.00 0.000 0.00 63 300 MM ALTERNATIVE FLARED END SECTION EA 300.0000 4,500.00 4.000 1,200.00 11.000 3,300.00 64 450 MM ALTERNATIVE FLARED END SECTION EA 350.0000 7,000.00 2.000 700.00 3.000 1,050.00 65 675 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 0.000 0.00 66 750 MM ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 0.000 0.00 67 1350 MM ALTERNATIVE FLARED END SECTION EA 1,500.0000 1,500.00 1.000 1,500.00 68 600 MM BUTTERFLY VALVE EA 4,000.0000 20,000.00 5.000 20,000.00 69 675 MM CLAY SEWER PIPE (EXTRA STRENGTH) M 400.0000 14,000.00 34.000 13,600.00 70 SEWER MANHOLE M 3,500.0000 21,000.00 5.100 17,850.00 71 ROCK SLOPE PROTECTION (1T, METHOD A) M3 150.0000 9,600.00 90.000 13,500.00 72 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 140.0000 15,400.00 0.000 0.00 73 ROCK SLOPE PROTECTION M3 120.0000 15,600.00 32.000 3,840.00 44.680 5,361.60 (BACKING NO. 2, METHOD B) 74 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,240.00 56.000 112.00 302.000 604.00 75 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 144,000.00 31.690 9,507.00 181.320 54,396.00 CONSTRUCTION) 76 MINOR CONCRETE (GUTTER) M 60.0000 7,800.00 74.000 4,440.00 74.000 4,440.00 77 MISCELLANEOUS IRON AND STEEL KG 2.0000 33,400.00 957.000 1,914.00 SF) 78 CHAIN LINK FENCE (TYPE CL-1.2) M 35.0000 37,100.00 0.000 0.00 S) 79 CHAIN LINK FENCE (TYPE CL-1.2, M 25.0000 45,000.00 0.000 0.00 S) VINYL-CLAD) 80 CHAIN LINK FENCE (MODIFIED M 30.0000 54,300.00 0.000 0.00 S) TYPE CL - 1.2, BLACK VINYL-CLAD) 81 CHAIN LINK FENCE (TYPE CL-1.2 WITH M 40.0000 6,000.00 0.000 0.00 S) REDWOOD LATH) 82 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 8,000.00 168.000 6,720.00 S) 83 REDWOOD FENCE M 250.0000 3,000.00 10.100 2,525.00 S) PROGRAM CAS145 PAGE 8 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 11:53 AM ESTIMATE NO. 15 BID OPENING 12/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 1.2 M CHAIN LINK GATE (TYPE CL-1.2) EA 500.0000 3,000.00 0.000 0.00 S) 85 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 S) 86 SURVEY MONUMENT EA 500.0000 4,000.00 0.000 0.00 87 DELINEATOR (CLASS 1) EA 35.0000 4,200.00 0.000 0.00 88 GUARD RAILING DELINEATOR EA 30.0000 1,920.00 0.000 0.00 89 OBJECT MARKER (TYPE K) EA 50.0000 400.00 0.000 0.00 90 OBJECT MARKER (TYPE P) EA 50.0000 200.00 0.000 0.00 91 OBJECT MARKER (TYPE R) EA 50.0000 250.00 0.000 0.00 92 PAINT 1/10 MILE POST NUMBERS ON EA 25.0000 3,000.00 123.000 3,075.00 MEDIAN BARRIER 93 METAL BEAM GUARD RAILING (WOOD POST) M 70.0000 17,500.00 108.000 7,560.00 108.000 7,560.00 S) 94 TUBULAR HANDRAILING M 125.0000 7,500.00 57.000 7,125.00 SF) 95 CONCRETE BARRIER (TYPE 27S MODIFIED) M 250.0000 210,000.00 513.900 128,475.00 820.200 205,050.00 96 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 100.0000 80,000.00 0.000 0.00 S) 97 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 44,000.00 11.000 22,000.00 11.000 22,000.00 S) 98 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 8,400.00 8.000 5,600.00 8.000 5,600.00 S) 99 CRASH CUSHION, SAND FILLED EA 300.0000 19,200.00 0.000 0.00 00 CONCRETE BARRIER (TYPE 60) M 200.0000 90,000.00 0.000 0.00 01 CONCRETE BARRIER (TYPE 60C) M 180.0000 516,600.00 2,196.000 395,280.00 2,196.000 395,280.00 02 CONCRETE BARRIER (TYPE 60D) M 250.0000 17,500.00 0.000 0.00 03 CONCRETE BARRIER (TYPE 60E) M 1,000.0000 21,000.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 732 MODIFIED) M 160.0000 12,000.00 60.000 9,600.00 F) 05 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 113,700.00 394.000 118,200.00 F) 06 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 6,000.00 0.000 0.00 07 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 21,900.00 0.000 0.00 08 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 13,400.00 0.000 0.00 09 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,810.00 0.000 0.00 (DASHED YELLOW) 10 BARRIER MARKER EA 15.0000 22,500.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 11:53 AM ESTIMATE NO. 15 BID OPENING 12/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 32,200.00 0.000 0.00 S) 12 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 25,170.00 0.000 0.00 13 LIGHTING (CITY STREET) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 14 LIGHTING (STAGE CONSTRUCTION) LS 150,000.0000 150,000.00 0.950 142,500.00 S) 15 LIGHTING AND SIGN ILLUMINATION LS 500,000.0000 500,000.00 0.150 75,000.00 0.750 375,000.00 S) 16 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 5,000.0000 45,000.00 8.000 40,000.00 8.000 40,000.00 17 ELECTRIC SERVICE (IRRIGATION) LS 50,000.0000 50,000.00 0.230 11,500.00 0.750 37,500.00 18 TRAFFIC OPERATION SYSTEM (LOCATION 1) LS 100,000.0000 100,000.00 0.150 15,000.00 0.700 70,000.00 S) 19 TRAFFIC OPERATION SYSTEM (LOCATION 2) LS 50,000.0000 50,000.00 0.320 16,000.00 0.650 32,500.00 S) 20 TRAFFIC OPERATION SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 0.170 8,500.00 0.500 25,000.00 S) 21 TRAFFIC OPERATION SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 0.150 7,500.00 0.750 37,500.00 S) 22 TRAFFIC OPERATION SYSTEM (LOCATION 5) LS 50,000.0000 50,000.00 0.150 7,500.00 0.750 37,500.00 S) 23 TRAFFIC OPERATION SYSTEM (LOCATION 6) LS 50,000.0000 50,000.00 0.150 7,500.00 0.750 37,500.00 S) 24 TRAFFIC OPERATION SYSTEM (LOCATION 7) LS 100,000.0000 100,000.00 0.150 15,000.00 0.650 65,000.00 S) 25 TRAFFIC OPERATION SYSTEM (LOCATION 8) LS 100,000.0000 100,000.00 0.330 33,000.00 S) 26 TRAFFIC OPERATION SYSTEM (LOCATION 9) LS 10,000.0000 10,000.00 0.150 1,500.00 0.650 6,500.00 S) 27 TRAFFIC OPERATION SYSTEM (LOCATION 10) LS 10,000.0000 10,000.00 0.150 1,500.00 0.650 6,500.00 S) 28 TRAFFIC OPERATION SYSTEM (LOCATION 11) LS 100,000.0000 100,000.00 0.170 17,000.00 0.500 50,000.00 S) 29 TRAFFIC OPERATION SYSTEM (LOCATION 12) LS 50,000.0000 50,000.00 0.750 37,500.00 S) 30 TRAFFIC OPERATION SYSTEM (LOCATION 13) LS 50,000.0000 50,000.00 0.270 13,500.00 0.600 30,000.00 S) 31 TRAFFIC OPERATION SYSTEM (LOCATION 14) LS 50,000.0000 50,000.00 0.170 8,500.00 0.500 25,000.00 S) 32 TRAFFIC OPERATION SYSTEM (LOCATION 15) LS 1,000.0000 1,000.00 1.000 1,000.00 S) 33 TRAFFIC OPERATION SYSTEM (LOCATION 16) LS 50,000.0000 50,000.00 0.150 7,500.00 0.750 37,500.00 S) 34 TRAFFIC OPERATION SYSTEM (LOCATION 17) LS 50,000.0000 50,000.00 0.000 0.00 S) 35 FIRE HYDRANT EA 6,500.0000 13,000.00 1.000 6,500.00 PROGRAM CAS145 PAGE 10 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 11:53 AM ESTIMATE NO. 15 BID OPENING 12/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,609,262.84 13,356,055.88 ADJUSTMENT OF COMPENSATION 1,230.00 1,230.00 EXTRA WORK 65,142.38 263,500.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,675,635.22 13,620,786.03 36 MOBILIZATION LS 2275,000.0000 2,275,000.00 0.050 113,750.00 1.000 2,275,000.00 ORIGINAL CONTRACT AMOUNT 22,950,265.00 TOTAL WORK COMPLETED 2,789,385.22 15,895,786.03 MATERIALS ON HAND ON SITE 348,811.80 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -30,000.00 TOTAL 2,794,385.22 16,214,597.83 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 02/03/03 210 02/17/03 02/17/03 08/05/04 102 113 40 2 66% 40% PROGRESS IS SATISFACTORY DARRYL SCHRAM RESIDENT ENGINEER PROGRAM CAS145 DATE 05/25/04