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 06/20/03 EST. NO.04 TIME 08:27 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 06/20/03 EST. NO.04 TIME 08:27 AM R.E. NAME: DARRYL SCHRAM 04-2357A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 08:27 AM ESTIMATE NO. 04 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 06/20/03 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 06/20/03 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 0.125 125.00 04 TIME-RELATED OVERHEAD LS 600,000.0000 600,000.00 0.100 60,000.00 0.100 60,000.00 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 3,914.00 195.700 3,914.00 07 TEMPORARY FENCE (TYPE MPB) M 10.0000 17,200.00 1,740.000 17,400.00 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 0.500 500.00 1.000 1,000.00 PREVENTION PLAN 10 WATER POLLUTION CONTROL LS 1,000.0000 1,000.00 0.000 0.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 22,000.00 0.000 0.00 12 NON STORM WATER DISCHARGE LS 25,000.0000 25,000.00 0.100 2,500.00 0.100 2,500.00 13 TEMPORARY SILT FENCE M 6.0000 78,000.00 1,740.000 10,440.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 16,500.00 0.000 0.00 15 TEMPORARY COVER M2 3.0000 24,000.00 0.000 0.00 16 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 13,500.00 0.000 0.00 17 TEMPORARY CREEK DIVERSION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 18 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.600 30,000.00 S) 19 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.350 35,000.00 0.400 40,000.00 S) 20 TYPE III BARRICADE EA 100.0000 1,800.00 0.000 0.00 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4000 33,880.00 30,881.330 12,352.53 35,017.000 14,006.80 22 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 14,800.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 08:27 AM ESTIMATE NO. 04 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 06/20/03 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 24 TEMPORARY PAVEMENT MARKER EA 4.0000 68,400.00 13,422.000 53,688.00 17,017.000 68,068.00 25 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 40,000.00 1.600 8,000.00 2.000 10,000.00 26 TEMPORARY RAILING (TYPE K) M 70.0000 1,687,000.00 13,442.000 940,940.00 13,442.000 940,940.00 27 TEMPORARY CRASH CUSHION MODULE EA 200.0000 114,000.00 125.000 25,000.00 125.000 25,000.00 28 TEMPORARY TRAFFIC SCREEN M 20.0000 37,000.00 0.000 0.00 29 ABANDON CULVERT EA 1,000.0000 6,000.00 0.000 0.00 30 ABANDON SEWER M 100.0000 3,900.00 0.000 0.00 31 REMOVE WOOD FENCE M 100.0000 1,000.00 0.000 0.00 32 REMOVE CHAIN LINK FENCE M 10.0000 30,000.00 650.000 6,500.00 650.000 6,500.00 33 REMOVE FLARED END SECTION EA 250.0000 1,000.00 0.000 0.00 34 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 16,300.00 28,231.400 28,231.40 28,726.400 28,726.40 35 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 14,700.00 13,810.300 27,620.60 13,810.300 27,620.60 36 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 11,600.00 4,029.100 8,058.20 7,947.100 15,894.20 STRIPE 37 REMOVE PAVEMENT MARKER EA 1.0000 20,900.00 18,166.000 18,166.00 18,166.000 18,166.00 38 REMOVE ROADSIDE SIGN-ONE POST EA 100.0000 4,400.00 0.000 0.00 39 REMOVE ROADSIDE SIGN-TWO POST EA 100.0000 3,100.00 0.000 0.00 40 REMOVE ROADSIDE SIGN EA 50.0000 1,450.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 41 REMOVE SIGN STRUCTURE EA 4,000.0000 12,000.00 0.000 0.00 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 0.000 0.00 44 REMOVE INLET EA 500.0000 20,500.00 0.000 0.00 45 REMOVE HEADWALL EA 1,000.0000 6,000.00 0.000 0.00 46 REMOVE SEWER MANHOLE EA 500.0000 1,500.00 0.000 0.00 47 REMOVE RETAINING WALL (PORTION) M3 125.0000 5,000.00 0.000 0.00 48 REMOVE EXISTING SOUND WALL M 50.0000 42,000.00 0.000 0.00 49 REMOVE BASE AND SURFACING M3 20.0000 8,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 08:27 AM ESTIMATE NO. 04 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 06/20/03 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 62 REMOVE CONCRETE CURB M 10.0000 25,400.00 0.000 0.00 63 REMOVE CONCRETE BARRIER M 60.0000 6,600.00 0.000 0.00 64 CAP INLET EA 1,000.0000 5,000.00 0.000 0.00 65 BRIDGE REMOVAL (PORTION), LOCATION A LS 3,000.0000 3,000.00 0.000 0.00 66 BRIDGE REMOVAL (PORTION), LOCATION B LS 8,700.0000 8,700.00 0.000 0.00 67 BRIDGE REMOVAL (PORTION), LOCATION C LS 35,000.0000 35,000.00 0.000 0.00 68 BRIDGE REMOVAL (PORTION), LOCATION D LS 10,000.0000 10,000.00 0.000 0.00 69 REMOVE AND REPLACE CONCRETE BARRIER M 400.0000 120,000.00 0.000 0.00 (RETAINING WALL) 70 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.500 100,000.00 0.500 100,000.00 71 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.000 0.00 72 ROADWAY EXCAVATION M3 20.0000 942,000.00 0.000 0.00 73 ROADWAY EXCAVATION (TYPE Y) M3 20.0000 222,000.00 0.000 0.00 (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 0.000 0.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 100.0000 90,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 08:27 AM ESTIMATE NO. 04 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 06/20/03 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 80 SAND BACKFILL (ABANDON SEWER) M3 150.0000 2,100.00 0.000 0.00 81 DITCH EXCAVATION M3 30.0000 28,500.00 0.000 0.00 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 0.000 0.00 84 HIGHWAY PLANTING LS 500,000.0000 500,000.00 0.040 20,000.00 0.040 20,000.00 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 0.000 0.00 S) 87 FIBER (EROSION CONTROL) KG 1.0000 6,680.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 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 0.200 100,000.00 0.200 100,000.00 S) 98 MANUAL AIR RELEASE VALVE EA 2,000.0000 12,000.00 0.000 0.00 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 0.000 0.00 S) (1.63 MM THICK) 01 200 MM WELDED STEEL PIPE CONDUIT M 300.0000 43,500.00 0.000 0.00 S) (6.35 MM THICK) 02 EXTEND 250 MM CONDUIT M 400.0000 12,800.00 0.000 0.00 S) 03 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 08:27 AM ESTIMATE NO. 04 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 06/20/03 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 05 CLASS 3 AGGREGATE BASE M3 80.0000 58,400.00 0.000 0.00 06 CEMENT TREATED BASE M3 80.0000 1,248,000.00 0.000 0.00 (PLANT-MIXED, CLASS A) 07 ASPHALTIC EMULSION (CURING SEAL) TONN 1.0000 120.00 0.000 0.00 08 ASPHALT CONCRETE (TYPE A) TONN 50.0000 2,675,000.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 16 FURNISH PILING (CLASS 900C) M 35.0000 49,665.00 0.000 0.00 17 FURNISH PILING (CLASS 900 C) M 34.0000 102,000.00 0.000 0.00 (MODIFIED) 18 DRIVE PILE (CLASS 900C) EA 1,350.0000 120,150.00 0.000 0.00 S) 19 DRIVE PILE (CLASS 900 C) (MODIFIED) EA 650.0000 261,300.00 0.000 0.00 S) 20 SEAL COURSE CONCRETE M3 200.0000 98,000.00 0.000 0.00 21 STRUCTURAL CONCRETE, BRIDGE M3 700.0000 83,300.00 0.000 0.00 F) 22 STRUCTURE CONCRETE, RETAINING WALL M3 500.0000 65,000.00 0.000 0.00 SF)(SOUND WALL) 23 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 375,000.00 0.000 0.00 F) 24 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 135,000.00 0.000 0.00 F) 25 MINOR CONCRETE (BACKFILL) M3 120.0000 27,600.00 0.000 0.00 26 DRILL AND BOND DOWEL M 100.0000 2,500.00 0.000 0.00 27 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 75,000.00 0.000 0.00 S) BOX GIRDER (20 M - 25 M) 28 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 5,000.0000 15,000.00 0.000 0.00 S) GIRDER 29 SOUND WALL (RETAINING WALL) M2 150.0000 29,850.00 0.000 0.00 SF) 30 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 120.0000 334,920.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 6 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 08:27 AM ESTIMATE NO. 04 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 06/20/03 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 SF) 32 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 76,400.00 0.000 0.00 SF) 33 BAR REINFORCING STEEL (EPOXY COATED) KG 2.5000 27,650.00 0.000 0.00 SF)(RETAINING WALL) 34 BAR REINFORCING STEEL (EPOXY COATED) KG 2.5000 2,850.00 0.000 0.00 SF) 35 BAR REINFORCING STEEL (EPOXY COATED) KG 2.5000 29,500.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 47 450 MM ALTERNATIVE PIPE CULVERT M 150.0000 493,500.00 0.000 0.00 48 600 MM ALTERNATIVE PIPE CULVERT M 180.0000 30,600.00 0.000 0.00 49 600 MM RECLAIMED WATER SUPPLY LINE M 750.0000 1,357,500.00 0.000 0.00 50 675 MM REINFORCED CONCRETE PIPE M 1,000.0000 3,000.00 0.000 0.00 51 750 MM REINFORCED CONCRETE PIPE M 200.0000 24,200.00 0.000 0.00 52 1125 MM REINFORCED CONCRETE PIPE M 3,000.0000 3,000.00 0.000 0.00 53 300 MM REINFORCED CONCRETE PIPE M 120.0000 6,600.00 0.000 0.00 (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 0.000 0.00 (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 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 08:27 AM ESTIMATE NO. 04 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 06/20/03 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (3.51 MM THICK) 59 1350 MM BITUMINOUS COATED CORRUGATED M 2,000.0000 4,000.00 0.000 0.00 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 0.000 0.00 64 450 MM ALTERNATIVE FLARED END SECTION EA 350.0000 7,000.00 0.000 0.00 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 0.000 0.00 68 600 MM BUTTERFLY VALVE EA 4,000.0000 20,000.00 0.000 0.00 69 675 MM CLAY SEWER PIPE (EXTRA STRENGTH) M 400.0000 14,000.00 0.000 0.00 70 SEWER MANHOLE M 3,500.0000 21,000.00 0.000 0.00 71 ROCK SLOPE PROTECTION (1T, METHOD A) M3 150.0000 9,600.00 0.000 0.00 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 0.000 0.00 (BACKING NO. 2, METHOD B) 74 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,240.00 0.000 0.00 75 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 144,000.00 0.000 0.00 CONSTRUCTION) 76 MINOR CONCRETE (GUTTER) M 60.0000 7,800.00 0.000 0.00 77 MISCELLANEOUS IRON AND STEEL KG 2.0000 33,400.00 0.000 0.00 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 0.000 0.00 S) 83 REDWOOD FENCE M 250.0000 3,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 08:27 AM ESTIMATE NO. 04 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 06/20/03 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 MEDIAN BARRIER 93 METAL BEAM GUARD RAILING (WOOD POST) M 70.0000 17,500.00 0.000 0.00 S) 94 TUBULAR HANDRAILING M 125.0000 7,500.00 0.000 0.00 SF) 95 CONCRETE BARRIER (TYPE 27S MODIFIED) M 250.0000 210,000.00 0.000 0.00 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 0.000 0.00 S) 98 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 8,400.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 F) 05 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 113,700.00 0.000 0.00 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 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 08:27 AM ESTIMATE NO. 04 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 06/20/03 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 14 LIGHTING (STAGE CONSTRUCTION) LS 150,000.0000 150,000.00 0.000 0.00 S) 15 LIGHTING AND SIGN ILLUMINATION LS 500,000.0000 500,000.00 0.000 0.00 S) 16 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 5,000.0000 45,000.00 0.000 0.00 17 ELECTRIC SERVICE (IRRIGATION) LS 50,000.0000 50,000.00 0.000 0.00 18 TRAFFIC OPERATION SYSTEM (LOCATION 1) LS 100,000.0000 100,000.00 0.000 0.00 S) 19 TRAFFIC OPERATION SYSTEM (LOCATION 2) LS 50,000.0000 50,000.00 0.000 0.00 S) 20 TRAFFIC OPERATION SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 0.000 0.00 S) 21 TRAFFIC OPERATION SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 0.000 0.00 S) 22 TRAFFIC OPERATION SYSTEM (LOCATION 5) LS 50,000.0000 50,000.00 0.000 0.00 S) 23 TRAFFIC OPERATION SYSTEM (LOCATION 6) LS 50,000.0000 50,000.00 0.000 0.00 S) 24 TRAFFIC OPERATION SYSTEM (LOCATION 7) LS 100,000.0000 100,000.00 0.000 0.00 S) 25 TRAFFIC OPERATION SYSTEM (LOCATION 8) LS 100,000.0000 100,000.00 0.000 0.00 S) 26 TRAFFIC OPERATION SYSTEM (LOCATION 9) LS 10,000.0000 10,000.00 0.000 0.00 S) 27 TRAFFIC OPERATION SYSTEM (LOCATION 10) LS 10,000.0000 10,000.00 0.000 0.00 S) 28 TRAFFIC OPERATION SYSTEM (LOCATION 11) LS 100,000.0000 100,000.00 0.000 0.00 S) 29 TRAFFIC OPERATION SYSTEM (LOCATION 12) LS 50,000.0000 50,000.00 0.000 0.00 S) 30 TRAFFIC OPERATION SYSTEM (LOCATION 13) LS 50,000.0000 50,000.00 0.000 0.00 S) 31 TRAFFIC OPERATION SYSTEM (LOCATION 14) LS 50,000.0000 50,000.00 0.000 0.00 S) 32 TRAFFIC OPERATION SYSTEM (LOCATION 15) LS 1,000.0000 1,000.00 0.000 0.00 S) 33 TRAFFIC OPERATION SYSTEM (LOCATION 16) LS 50,000.0000 50,000.00 0.000 0.00 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 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2357A4 TIME 08:27 AM ESTIMATE NO. 04 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 06/20/03 R.E. NAME: DARRYL SCHRAM DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,450,470.73 1,572,221.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,450,470.73 1,572,221.00 36 MOBILIZATION LS 2275,000.0000 2,275,000.00 0.500 1,137,500.00 0.500 1,137,500.00 ORIGINAL CONTRACT AMOUNT 22,950,265.00 TOTAL WORK COMPLETED 2,587,970.73 2,709,721.00 MATERIALS ON HAND ON SITE 323,561.40 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,587,970.73 3,033,282.40 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 02/03/03 210 02/17/03 00/00/00 05/01/04 20 62 0 2 12% 9% PROGRESS IS SATISFACTORY DARRYL SCHRAM RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/03