PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/22/04 EST. NO.03 TIME 02:35 PM R.E. NAME: LEVINE, GARY 11-183644 --------------------------------------------------------------------------- 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 11/22/04 EST. NO.03 TIME 02:35 PM R.E. NAME: LEVINE, GARY 11-183644 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION O/S PRS OCT -10,000.00 03 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-183644 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 11/22/04 LOCATION PROGRESS ESTIMATE 11-SD-78-10.5/11.6 ----------------- ORTIZ ENTERPRISES INCORPORATED IN SAN DIEGO COUNTY IN SAN MARCOS 6 CUSHING STE 200 FROM 1.1 KM WEST TO 0.6 KM EAST OF IRVINE CA 92618 LAS POSAS UNDERCROSSING FED. AID NO. STPL-5381(18)E CONSTRUCT NEW INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250.00 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 1,700.0000 663,000.00 21.000 35,700.00 41.000 69,700.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 3,750.00 0.000 0.00 04 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.000 0.00 S) PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 0.000 0.00 06 TEMPORARY EROSION CONTROL M2 0.3500 11,375.00 0.000 0.00 S) 07 TEMPORARY GRAVEL BAG BERM M 20.0000 10,200.00 0.000 0.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 12,000.00 0.000 0.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 7,400.00 0.000 0.00 (TYPE 3A) 10 TEMPORARY DRAINAGE INLET PROTECTION EA 700.0000 7,700.00 0.000 0.00 (TYPE 3B) 11 MOVE-IN/MOVE-OUT EA 2,300.0000 6,900.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 12 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 4,000.0000 16,000.00 0.000 0.00 13 SWEEPER EA 75,000.0000 75,000.00 0.000 0.00 14 TEMPORARY CHECK DAM (TYPE 2) M 30.0000 1,500.00 0.000 0.00 15 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.404 4,040.00 S) 16 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.000 0.00 S) 17 TYPE III BARRICADE EA 250.0000 500.00 0.000 0.00 S) 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 18.0000 648.00 67.000 1,206.00 67.000 1,206.00 S) 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 10,500.00 8,889.000 8,889.00 8,889.000 8,889.00 S) 20 TEMPORARY PAVEMENT MARKER EA 4.0000 12,640.00 2,548.000 10,192.00 2,548.000 10,192.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 72,000.00 0.000 0.00 S) 22 TEMPORARY RAILING (TYPE K) M 60.0000 233,400.00 1,152.000 69,120.00 1,152.000 69,120.00 S) PROGRAM CAS145 PAGE 2 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-183644 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC PLASTIC DRUM EA 400.0000 2,400.00 0.000 0.00 S) 24 TEMPORARY CRASH CUSHION MODULE EA 350.0000 28,000.00 33.000 11,550.00 33.000 11,550.00 S) 25 TEMPORARY CRASH CUSHION (ADIEM) EA 7,000.0000 28,000.00 1.000 7,000.00 1.000 7,000.00 S) 26 REMOVE CHAIN LINK FENCE M 20.0000 22,000.00 0.000 0.00 27 REMOVE METAL BEAM GUARD RAILING M 40.0000 3,760.00 0.000 0.00 28 REMOVE TRAFFIC STRIPE M 2.5000 18,525.00 4,165.000 10,412.50 4,165.000 10,412.50 29 REMOVE PAVEMENT MARKING M2 45.0000 135.00 0.000 0.00 30 REMOVE SIGN STRUCTURE EA 3,600.0000 7,200.00 0.000 0.00 31 REMOVE SIGN PANEL EA 1,400.0000 9,800.00 0.000 0.00 32 REMOVE CULVERT M 150.0000 1,800.00 0.000 0.00 33 REMOVE INLET EA 650.0000 1,950.00 0.000 0.00 34 RECONSTRUCT SIGN STRUCTURE EA 7,800.0000 7,800.00 0.000 0.00 35 RELOCATE ROADSIDE SIGN EA 420.0000 2,940.00 0.000 0.00 36 RELOCATE SIGN STRUCTURE EA 7,800.0000 7,800.00 0.000 0.00 37 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.000 0.00 38 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.000 0.00 39 ROADWAY EXCAVATION M3 19.0000 589,000.00 0.000 0.00 40 STRUCTURE EXCAVATION (BRIDGE) M3 35.0000 32,900.00 0.000 0.00 F) 41 STRUCTURE EXCAVATION (RETAINING WALL) M3 75.0000 243,750.00 0.000 0.00 F) 42 STRUCTURE BACKFILL (BRIDGE) M3 200.0000 79,000.00 0.000 0.00 F) 43 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 287,500.00 0.000 0.00 F) 44 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 30,300.00 0.000 0.00 F) WALL) 45 DITCH EXCAVATION M3 30.0000 20,100.00 0.000 0.00 46 IMPORTED BORROW M3 6.0000 57,480.00 0.000 0.00 47 IMPORTED BORROW (LOW EXPANSION MATERIAL) M3 25.0000 11,000.00 0.000 0.00 48 EMBANKMENT REINFORCEMENT M2 80.0000 7,680.00 0.000 0.00 (GEOTEXTILE FABRIC) 49 HIGHWAY PLANTING LS 53,000.0000 53,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-183644 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EROSION CONTROL (BLANKET) M2 4.5000 1,530.00 0.000 0.00 S) 51 FIBER (EROSION CONTROL) KG 1.5000 1,890.00 0.000 0.00 S) 52 FIBER ROLLS M 7.5000 36,675.00 0.000 0.00 S) 53 COMPOST (EROSION CONTROL) M3 105.0000 252.00 0.000 0.00 S) 54 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 100.0000 100.00 0.000 0.00 S) 55 PURE LIVE SEED (EROSION CONTROL) KG 90.0000 1,980.00 0.000 0.00 S) 56 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 21.00 0.000 0.00 S) 57 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 150.00 0.000 0.00 S) 58 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.000 0.00 S) 59 IRRIGATION SYSTEM LS 147,000.0000 147,000.00 0.000 0.00 S) 60 200 MM CORRUGATED HIGH DENSITY M 110.0000 6,600.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 61 FINISHING ROADWAY LS 15,000.0000 15,000.00 0.000 0.00 62 CLASS 2 AGGREGATE BASE M3 30.0000 453,000.00 0.000 0.00 63 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,500.0000 21,000.00 0.000 0.00 64 ASPHALT CONCRETE (TYPE A) TONN 59.0000 588,820.00 0.000 0.00 65 PLACE ASPHALT CONCRETE DIKE M 5.0000 12,050.00 0.000 0.00 66 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 55.0000 2,585.00 0.000 0.00 AREA) 67 FURNISH PILING (CLASS 625C) M 88.0000 11,968.00 0.000 0.00 68 DRIVE PILE (CLASS 625C) EA 1,910.0000 38,200.00 0.000 0.00 S) 69 FURNISH PILING (CLASS 400C) M 88.0000 28,688.00 0.000 0.00 70 DRIVE PILE (CLASS 400C) EA 1,910.0000 110,780.00 0.000 0.00 S) 71 PRESTRESSING CAST-IN-PLACE CONCRETE LS 27,500.0000 27,500.00 0.000 0.00 S) 72 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 46,500.00 0.000 0.00 F) 73 STRUCTURAL CONCRETE, BRIDGE M3 1,050.0000 378,000.00 0.000 0.00 F) 74 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 45,050.00 0.000 0.00 F) (TYPE N) 75 CLASS 2 CONCRETE (STRUCTURE) M3 525.0000 112,875.00 0.000 0.00 F) 76 CLASS 2 CONCRETE (RETAINING WALL) M3 455.0000 845,390.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-183644 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 132,000.00 0.000 0.00 F) 78 ARCHITECTURAL TREATMENT M2 215.0000 160,820.00 0.000 0.00 F) 79 JOINT SEAL (MR 30 MM) M 220.0000 3,520.00 0.000 0.00 S) 80 BAR REINFORCING STEEL KG 2.0000 26,196.00 0.000 0.00 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 100,000.00 0.000 0.00 SF) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 133,870.00 0.000 0.00 SF) 83 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 12.0000 5,280.00 0.000 0.00 F) WITH WALKWAY) 84 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 20.0000 8,800.00 0.000 0.00 SF)WITH WALKWAY) 85 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 8.0000 23,768.00 0.000 0.00 F) 86 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 5,942.00 0.000 0.00 SF) 87 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 159,228.00 0.000 0.00 F) 88 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 17,174.50 0.000 0.00 SF) 89 920 MM CAST-IN-DRILLED-HOLE M 500.0000 28,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 90 ROADSIDE SIGN - ONE POST EA 515.0000 24,205.00 0.000 0.00 91 ROADSIDE SIGN - TWO POST EA 1,050.0000 8,400.00 0.000 0.00 92 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 170.0000 2,890.00 0.000 0.00 METHOD) 93 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 250.0000 2,500.00 0.000 0.00 94 INSTALL SIGN PANEL ON EXISTING FRAME M2 5.0000 750.00 0.000 0.00 95 450 MM REINFORCED CONCRETE PIPE M 300.0000 189,000.00 0.000 0.00 96 600 MM REINFORCED CONCRETE PIPE M 310.0000 164,300.00 0.000 0.00 97 750 MM REINFORCED CONCRETE PIPE M 390.0000 42,900.00 0.000 0.00 98 900 MM REINFORCED CONCRETE PIPE M 700.0000 11,900.00 0.000 0.00 99 450 MM BITUMINOUS COATED CORRUGATED M 600.0000 9,000.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 00 600 MM BITUMINOUS COATED CORRUGATED M 450.0000 20,700.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 01 GRATED LINE DRAIN M 320.0000 25,920.00 0.000 0.00 02 450 MM CONCRETE FLARED END SECTION EA 1,100.0000 1,100.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-183644 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 600 MM CONCRETE FLARED END SECTION EA 1,700.0000 1,700.00 0.000 0.00 04 900 MM PRECAST CONCRETE PIPE INLET M 3,000.0000 9,000.00 0.000 0.00 05 900 MM REINFORCED CONCRETE PIPE RISER M 700.0000 2,100.00 0.000 0.00 06 MINOR CONCRETE (BACKFILL) M3 225.0000 3,375.00 0.000 0.00 07 CONCRETE (DITCH LINING) M3 560.0000 134,400.00 0.000 0.00 08 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 11,900.00 0.000 0.00 SF)CONSTRUCTION) 09 MINOR CONCRETE (TEXTURED PAVING) M2 69.0000 138,000.00 0.000 0.00 10 MISCELLANEOUS IRON AND STEEL KG 4.0000 26,132.00 0.000 0.00 11 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 45,000.00 0.000 0.00 S) 12 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 1,500.00 0.000 0.00 S) 13 CONCRETE BARRIER DELINEATORS 400 MM EA 12.0000 576.00 0.000 0.00 S) 14 DELINEATOR (CLASS 1) EA 75.0000 4,200.00 0.000 0.00 S) 15 METAL BEAM GUARD RAILING M 66.0000 42,240.00 0.000 0.00 S) 16 CHAIN LINK RAILING (TYPE 7) M 150.0000 78,000.00 0.000 0.00 S) 17 CABLE RAILING M 43.0000 6,708.00 0.000 0.00 SF) 18 END SECTION EA 200.0000 1,000.00 0.000 0.00 S) 19 TERMINAL SYSTEM (TYPE ET) EA 3,500.0000 3,500.00 0.000 0.00 S) 20 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 11,500.00 0.000 0.00 S) 21 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 740.0000 5,920.00 0.000 0.00 S) 22 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 790.0000 1,580.00 0.000 0.00 S) 23 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 0.000 0.00 S) 24 CRASH CUSHION (REACT 9SCBS) EA 50,000.0000 100,000.00 0.000 0.00 S) 25 CONCRETE BARRIER (TYPE 60) M 140.0000 88,200.00 0.000 0.00 26 CONCRETE BARRIER (TYPE 60C) M 240.0000 16,800.00 0.000 0.00 27 CONCRETE BARRIER (TYPE 60D) M 115.0000 25,300.00 0.000 0.00 28 CONCRETE BARRIER (TYPE 60SC) M 175.0000 7,700.00 0.000 0.00 29 CONCRETE BARRIER (TYPE 732) M 140.0000 19,320.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-183644 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 CONCRETE BARRIER (TYPE 732A) M 140.0000 25,200.00 0.000 0.00 31 CONCRETE BARRIER (TYPE 732B) M 1,000.0000 4,000.00 0.000 0.00 32 CONCRETE BARRIER (TYPE 736A) M 140.0000 57,400.00 0.000 0.00 33 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 4,900.00 0.000 0.00 S) 34 150 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 120.00 0.000 0.00 S) 35 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 5,040.00 0.000 0.00 S) 36 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,725.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 37 100 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 186.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 38 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.5000 840.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 39 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 11,300.00 0.000 0.00 S) 40 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 3,920.00 0.000 0.00 S) 41 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 5,680.00 0.000 0.00 S) 42 SIGNAL AND LIGHTING (LOCATION 1) LS 73,000.0000 73,000.00 0.000 0.00 S) 43 SIGNAL AND LIGHTING (LOCATION 2) LS 6,600.0000 6,600.00 0.000 0.00 S) 44 LIGHTING AND SIGN ILLUMINATION LS 235,000.0000 235,000.00 0.000 0.00 S) 45 IRRIGATION CONTROLLER ENCLOSURE EA 1,000.0000 1,000.00 0.000 0.00 S) CABINET (TYPE A) 46 IRRIGATION CONTROLLER ENCLOSURE EA 1,000.0000 1,000.00 0.000 0.00 S) CABINET (TYPE B) 47 SPRINKLER CONTROL CONDUIT (BRIDGE) M 80.0000 4,560.00 0.000 0.00 S) 48 ELECTRIC SERVICE (IRRIGATION) LS 8,800.0000 8,800.00 0.000 0.00 S) 49 MODIFY TRAFFIC MONITORING STATION LS 6,600.0000 6,600.00 0.000 0.00 S) (COUNT) 50 RAMP METERING SYSTEM (LOCATION 1) LS 78,000.0000 78,000.00 0.000 0.00 S) 51 RAMP METERING SYSTEM (LOCATION 2) LS 58,000.0000 58,000.00 0.000 0.00 S) 52 MODIFY WEIGH-IN-MOTION SYSTEM LS 6,000.0000 6,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-183644 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 155,319.50 193,359.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 155,319.50 193,359.50 53 MOBILIZATION LS 850,000.0000 850,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 9,429,622.50 TOTAL WORK COMPLETED 155,319.50 193,359.50 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 145,319.50 183,359.50 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 09/16/04 640 10/04/04 00/00/00 04/27/07 32 1 0 0 2% 8% PROGRESS IS SATISFACTORY LEVINE, GARY RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 11/22/04