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 03/20/07 EST. NO.23 TIME 07:25 AM R.E. NAME: HUYNH PHIL 04-013094 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0070 1,033.77 E.W. @ F.A.(+) 021607 N 0070 0 037 0011 118.24 E.W. @ F.A.(+) 012507 N 0011 0 0012 4,700.87 021607 N 0012 0 044 0003 454.80 E.W. @ F.A.(+) 081305 Y 0003 0 0004 454.80 082005 Y 0004 0 0005 4,386.48 100206 Y 0005 0 0006 3,705.34 100306 Y 0006 0 0007 3,892.59 100406 Y 0007 0 0008 4,847.41 100506 Y 0008 0 0009 3,520.33 100606 Y 0009 0 0010 2,115.83 100906 Y 0010 0 0011 1,300.18 101006 Y 0011 0 0012 3,203.16 101206 Y 0012 0 048 0018-1 -15,464.27 E.W. @ F.A.(+) 013107 Y 0018 0 DAO CORRECTING ENTRY 0018-2 15,464.27 013107 Y 0018 0 DAO CORRECTING ENTRY 0018-3 -15,464.27 013107 Y 0018 0 DAO CORRECTING ENTRY 0024 118.24 012507 Y 0024 0 0025 451.58 020607 Y 0025 0 0026 1,096.66 012307 Y 0026 0 0027 4,725.60 020107 Y 0027 0 0031 1,882.98 020107 Y 0031 0 26,544.59 TOTAL THIS ESTIMATE 1,732,622.68 TOTAL PREVIOUS ESTIMATE 1,759,167.27 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 03/20/07 EST. NO.23 TIME 07:25 AM R.E. NAME: HUYNH PHIL 04-013094 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PAYROLLS VIOLATION -10,000.00 07 PAYROLL VIOLATIONS 10,000.00 08 PAYROLL VIOLATIONS -2,500.00 09 PAYROLL VIOLATIONS -1,300.00 10 PAYROLL VIOLATIONS 3,800.00 11 PAYROLL VIOLATIONS -6,000.00 14 PAYROLL VIOLATIONS 1,600.00 15 PAYROLL VIOLATIONS 1,600.00 16 PAYROLL VIOLATIONS 2,800.00 17 PAYROLL VIOLATIONS -6,000.00 21 PAYROLL VIOLATION -1,600.00 22 PAYROLL VIOLATION 6,000.00 23 6,000.00 -1,600.00 TOTAL DEDUCTIONS 6,000.00 -1,600.00 PROGRAM CAS145 PAGE 1 DATE 03/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013094 TIME 07:25 AM ESTIMATE NO. 23 BID OPENING 03/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/07 R.E. NAME: HUYNH PHIL DATE OF THIS ESTIMATE 03/20/07 LOCATION PROGRESS ESTIMATE 04-CC-80-13.7/14.1 ----------------- 04-SOL-80-0.0/0.3 CALIFORNIA ENGINEERING IN CONTRA COSTA AND SOLANO COUNTIES CONTRACTORS INC IN CROCKETT AND VALLEJO FROM 20 HAPPY VALEY ROAD CUMMINGS SKYWAY OVERCROSSING TO PLEASANTON CA 94566 CARQUINEZ TOLL PLAZA FED. AID NO. N O N E REMOVE BRIDGE AND APPROACHES ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.750 11,250.00 02 TIME-RELATED OVERHEAD LS 5000,000.0000 5,000,000.00 0.032 160,000.00 0.774 3,870,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 30.0000 87,000.00 250.000 7,500.00 3,072.000 92,160.00 04 TEMPORARY FENCE (TYPE ESA) M 20.0000 3,600.00 155.810 3,116.20 05 TEMPORARY SUPPORT LS 1.0000 1.00 0.000 0.00 06 PREPARE STORM WATER POLLUTION LS 9,000.0000 9,000.00 0.750 6,750.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.564 16,920.00 08 NON-STORM WATER DISCHARGES LS 20,000.0000 20,000.00 0.000 0.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 12,500.00 6.000 15,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 11,000.00 1.000 1,000.00 11 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.750 7,500.00 S) 12 TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 0.032 1,120.00 0.791 27,685.00 S) 13 TEMPORARY TRAFFIC STRIPE (TAPE) M 8.0000 36,480.00 7,746.870 61,974.96 14 TEMPORARY PAVEMENT MARKING (TAPE) M2 200.0000 10,800.00 172.360 34,472.00 15 TEMPORARY PAVEMENT MARKER EA 4.0000 2,360.00 445.000 1,780.00 16 TEMPORARY RAILING (TYPE K) M 125.0000 78,750.00 542.000 67,750.00 17 ABANDON CULVERT EA 1,000.0000 7,000.00 0.000 0.00 18 ABANDON INLET EA 1,000.0000 4,000.00 0.000 0.00 19 ABANDON SEWER EA 1,000.0000 6,000.00 0.000 0.00 S) 20 OBLITERATE SURFACING M2 1.7000 9,248.00 0.000 0.00 21 ASBESTOS SURVEY (BRIDGE REMOVAL) LS 10,000.0000 10,000.00 1.000 10,000.00 22 REMOVE ROADSIDE SIGN (WOOD POST) EA 125.0000 875.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 03/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013094 TIME 07:25 AM ESTIMATE NO. 23 BID OPENING 03/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/07 R.E. NAME: HUYNH PHIL DATE OF THIS ESTIMATE 03/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 250.0000 1,250.00 5.000 1,250.00 (STRAP AND SADDLE BRACKET METHOD) 24 REMOVE SIGN STRUCTURE EA 5,000.0000 10,000.00 1.000 5,000.00 S) 25 REMOVE CULVERT M 75.0000 12,000.00 0.000 0.00 26 REMOVE INLET EA 1,000.0000 5,000.00 0.000 0.00 27 REMOVE SEWER MANHOLE EA 5,000.0000 15,000.00 0.000 0.00 S) 28 REMOVE BASE AND SURFACING M3 41.0000 95,120.00 0.000 0.00 29 RELOCATE SIGN STRUCTURE EA 5,000.0000 10,000.00 2.000 10,000.00 S) 30 ADJUST INLET EA 2,000.0000 4,000.00 0.000 0.00 31 ADJUST MANHOLE EA 2,000.0000 4,000.00 0.000 0.00 32 ADJUST SEWER MANHOLE EA 2,000.0000 2,000.00 0.000 0.00 S) 33 MODIFY INLET TO MANHOLE EA 2,000.0000 8,000.00 0.000 0.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 11,060.00 0.000 0.00 S) (45 MM MAXIMUM) 35 REMOVE CONCRETE M3 125.0000 3,500.00 0.000 0.00 36 REMOVE CONCRETE BARRIER (TYPE K) M 7.0000 13,090.00 128.000 896.00 37 BRIDGE REMOVAL, LOCATION A LS 5000,000.0000 5,000,000.00 0.013 65,000.00 0.893 4,465,000.00 38 BRIDGE REMOVAL, LOCATION B LS 50,000.0000 50,000.00 0.000 0.00 39 BRIDGE REMOVAL, LOCATION C LS 1000,000.0000 1,000,000.00 0.000 0.00 40 BRIDGE REMOVAL, LOCATION D LS 2000,000.0000 2,000,000.00 0.148 296,000.00 0.956 1,912,000.00 41 BRIDGE REMOVAL (PORTION), LOCATION A LS 2000,000.0000 2,000,000.00 1.000 2,000,000.00 42 BRIDGE REMOVAL (PORTION), LOCATION B LS 100,000.0000 100,000.00 0.000 0.00 43 SALVAGE CRASH CUSHION MODULES EA 100.0000 1,400.00 12.000 1,200.00 44 ROADWAY EXCAVATION M3 11.5000 392,150.00 0.000 0.00 45 ROADWAY EXCAVATION (NON-RCRA) M3 150.0000 37,500.00 0.000 0.00 46 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 80.0000 10,400.00 0.000 0.00 F) 47 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 200.0000 3,200.00 0.000 0.00 F) 48 SAND BACKFILL M3 70.0000 5,880.00 0.000 0.00 49 LEAN CONCRETE BACKFILL M3 175.0000 5,250.00 0.000 0.00 F) PROGRAM CAS145 PAGE 3 DATE 03/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013094 TIME 07:25 AM ESTIMATE NO. 23 BID OPENING 03/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/07 R.E. NAME: HUYNH PHIL DATE OF THIS ESTIMATE 03/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLASS 1 CONCRETE BACKFILL M3 150.0000 9,750.00 0.000 0.00 F) 51 DITCH EXCAVATION M3 25.0000 3,000.00 0.000 0.00 52 IMPORTED BORROW M3 4.0000 9,280.00 0.000 0.00 53 EROSION CONTROL (NETTING) M2 8.0000 24,400.00 174.250 1,394.00 S) 54 STRAW (EROSION CONTROL) TONN 400.0000 7,200.00 1.730 692.00 S) 55 FIBER (EROSION CONTROL) KG 1.0000 2,500.00 212.900 212.90 S) 56 FIBER ROLLS M 11.0000 29,700.00 306.130 3,367.43 S) 57 COMPOST (EROSION CONTROL) M3 350.0000 11,200.00 1.130 395.50 S) 58 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 2.000 2,000.00 S) 59 PURE LIVE SEED (EROSION CONTROL) KG 125.0000 28,750.00 17.700 2,212.50 S) 60 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,650.00 53.700 161.10 S) 61 MAINTAIN EXISTING PLANTED AREAS LS 30,000.0000 30,000.00 0.032 960.00 0.697 20,910.00 S) 62 MAINTAIN EXISTING IRRIGATION FACILITIES LS 15,000.0000 15,000.00 0.032 480.00 0.697 10,455.00 S) 63 MODIFY NPS 4 SUPPLY LINE (BRIDGE) M 5,400.0000 118,800.00 11.000 59,400.00 64 150 MM PLASTIC PIPE (PR 315) M 225.0000 5,625.00 0.000 0.00 S) (SUPPLY LINE) 65 200 MM CORRUGATED HIGH DENSITY M 100.0000 3,300.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 66 CLASS 4 AGGREGATE SUBBASE M3 12.0000 13,920.00 0.000 0.00 67 CLASS 2 AGGREGATE BASE M3 150.0000 18,000.00 0.000 0.00 68 CLASS 3 AGGREGATE BASE M3 55.0000 60,500.00 0.000 0.00 69 ASPHALT CONCRETE (TYPE A) TONN 70.0000 140,000.00 0.000 0.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 11.0000 1,210.00 0.000 0.00 71 DRILLED HOLE (750 MM) M 200.0000 43,000.00 0.000 0.00 72 1524 MM CAST-IN-DRILLED-HOLE M 2,000.0000 8,000.00 0.000 0.00 S) CONCRETE PILING 73 STEEL SOLDIER PILE (W460 X 193) M 175.0000 11,375.00 0.000 0.00 F) 74 STEEL SOLDIER PILE (W460 X 315) M 225.0000 31,950.00 0.000 0.00 F) 75 STRUCTURAL CONCRETE M3 1,000.0000 58,000.00 0.000 0.00 F) 76 STRUCTURAL CONCRETE, BRIDGE M3 2,500.0000 55,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 03/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013094 TIME 07:25 AM ESTIMATE NO. 23 BID OPENING 03/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/07 R.E. NAME: HUYNH PHIL DATE OF THIS ESTIMATE 03/20/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,500.00 0.000 0.00 F) 78 LIGHTWEIGHT CONCRETE (BRIDGE) M3 2,100.0000 3,633,000.00 1,733.240 3,639,804.00 F) 79 FRACTURED RIB TEXTURE M2 170.0000 23,800.00 0.000 0.00 F) 80 DRILL AND BOND DOWEL M 70.0000 2,660.00 19.000 1,330.00 81 BAR REINFORCING STEEL KG 2.5000 21,750.00 0.000 0.00 SF) 82 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 2,750.00 0.000 0.00 SF) 83 BAR REINFORCING STEEL (EPOXY COATED) KG 5.2500 2,037,000.00 388,419.000 2,039,199.75 SF)(BRIDGE) 84 STRUCTURAL STEEL (BRIDGE) KG 14.0000 777,000.00 55,500.000 777,000.00 SF) 85 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 52,850.00 7,550.000 52,850.00 F) 86 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 7,550.00 0.000 0.00 SF) 87 ROADSIDE SIGN - ONE POST EA 500.0000 11,000.00 0.000 0.00 88 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 500.0000 2,500.00 5.000 2,500.00 METHOD) 89 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 5,200.00 35.290 7,058.00 90 TIMBER LAGGING M3 1,200.0000 30,000.00 0.000 0.00 SF) 91 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 0.0100 25.40 0.000 0.00 S) 92 WORK AREA MONITORING (LOCATION A) LS 11,000.0000 11,000.00 0.013 143.00 0.836 9,196.00 S) 93 WORK AREA MONITORING (LOCATION B) LS 21,000.0000 21,000.00 0.086 1,806.00 0.832 17,472.00 S) 94 WORK AREA MONITORING (LOCATION C) LS 4,000.0000 4,000.00 1.000 4,000.00 S) 95 450 MM ALTERNATIVE PIPE CULVERT M 225.0000 49,500.00 0.000 0.00 96 1200 MM ALTERNATIVE PIPE CULVERT M 700.0000 68,600.00 0.000 0.00 97 GRATED LINE DRAIN M 600.0000 19,800.00 0.000 0.00 98 200 MM WELDED STEEL PIPE (3.40 MM THICK) M 325.0000 19,500.00 0.000 0.00 99 CONCRETE SEWER MANHOLE EA 4,000.0000 16,000.00 0.000 0.00 S) 00 200 MM DUCTILE IRON SEWER PIPE M 350.0000 45,500.00 0.000 0.00 S) 01 INTERLOCKING PAVER M2 300.0000 11,100.00 0.000 0.00 02 MINOR CONCRETE (MISCELLANEOUS M3 550.0000 129,250.00 0.000 0.00 CONSTRUCTION) 03 MINOR CONCRETE (GUTTER) M 100.0000 5,600.00 0.000 0.00 F) PROGRAM CAS145 PAGE 5 DATE 03/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013094 TIME 07:25 AM ESTIMATE NO. 23 BID OPENING 03/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/07 R.E. NAME: HUYNH PHIL DATE OF THIS ESTIMATE 03/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MISCELLANEOUS IRON AND STEEL KG 5.0000 10,500.00 0.000 0.00 F) 05 BIKE RACK EA 2,500.0000 2,500.00 0.000 0.00 06 COLLAPSIBLE METAL BOLLARD EA 1,000.0000 3,000.00 0.000 0.00 07 BENCH EA 2,500.0000 5,000.00 0.000 0.00 08 MISCELLANEOUS METAL (BRIDGE) KG 25.0000 3,750.00 0.000 0.00 SF) 09 BRIDGE DECK DRAINAGE SYSTEM KG 40.0000 12,800.00 320.000 12,800.00 SF) 10 CHAIN LINK FENCE (TYPE CL-1.8) M 75.0000 2,400.00 0.000 0.00 S) 11 CHAIN LINK FENCE (TYPE CL-1.8, M 75.0000 4,200.00 0.000 0.00 SF)VINYL-CLAD) 12 DELINEATOR (CLASS 1) EA 50.0000 1,000.00 90.000 4,500.00 13 OBJECT MARKER EA 50.0000 400.00 0.000 0.00 S) 14 CONCRETE BARRIER (TYPE 25) M 225.0000 251,550.00 1,118.000 251,550.00 F) 15 CABLE RAILING (MODIFIED) M 90.0000 36,000.00 0.000 0.00 SF) 16 CONCRETE BARRIER (TYPE 60) M 170.0000 222,700.00 0.000 0.00 17 THERMOPLASTIC PAVEMENT MARKING M2 52.0000 6,760.00 25.000 1,300.00 S) 18 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 4,910.50 6,308.000 7,254.20 S) 19 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 2,502.50 2,308.000 6,347.00 S) 20 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 310.50 213.000 244.95 S) (BROKEN 5.18 M - 2.14 M) 21 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.4500 2,794.50 1,247.000 4,302.15 S) 22 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.7500 3,277.50 626.000 3,599.50 S) 23 SIGNAL LS 20,000.0000 20,000.00 0.000 0.00 S) 24 LIGHTING LS 550,000.0000 550,000.00 1.000 550,000.00 S) 25 CALL BOX SYSTEM LS 175,000.0000 175,000.00 1.000 175,000.00 S) 26 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 27 REMOVE SEISMIC JOINT LS 25,000.0000 25,000.00 0.000 0.00 28 INSTALL SEISMIC JOINT LS 500,000.0000 500,000.00 1.000 500,000.00 S) 29 REMOVE CABLE, JUNCTION BOX AND LS 25,000.0000 25,000.00 1.000 25,000.00 LUMINAIRES 30 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 03/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013094 TIME 07:25 AM ESTIMATE NO. 23 BID OPENING 03/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/07 R.E. NAME: HUYNH PHIL DATE OF THIS ESTIMATE 03/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SURVEY OF EXISTING NON-HIGHWAY LS 30,000.0000 30,000.00 0.950 28,500.00 FACILITIES 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 03/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013094 TIME 07:25 AM ESTIMATE NO. 23 BID OPENING 03/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/07 R.E. NAME: HUYNH PHIL DATE OF THIS ESTIMATE 03/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 533,009.00 20,844,712.14 ADJUSTMENT OF COMPENSATION 0.00 782,572.05 EXTRA WORK 26,544.59 976,595.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 559,553.59 22,603,879.41 34 MOBILIZATION LS 2880,000.0000 2,880,000.00 1.000 2,880,000.00 ORIGINAL CONTRACT AMOUNT 28,870,314.90 TOTAL WORK COMPLETED 559,553.59 25,483,879.41 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 6,000.00 -1,600.00 TOTAL 565,553.59 25,482,279.41 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 04/20/05 880 04/21/05 04/21/05 12/08/07 684 0 67 15 82% 71% PROGRESS IS SATISFACTORY HUYNH PHIL RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 03/20/07