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 01/20/06 EST. NO.23 TIME 07:58 AM R.E. NAME: ADAM SOPLOP 04-226134 --------------------------------------------------------------------------- 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 01/20/06 EST. NO.23 TIME 07:58 AM R.E. NAME: ADAM SOPLOP 04-226134 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SUPPP INFRACTION -120,000.00 04 SWPPP INFRACTION 120,000.00 05 MISSING PAYROLL -10,000.00 21 MISSING PAYROLL 10,000.00 23 10,000.00 0.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 22 MISSING DOCUMENT 10,000.00 23 10,000.00 0.00 TOTAL DEDUCTIONS 20,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 07:58 AM ESTIMATE NO. 23 BID OPENING 01/07/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 01/20/06 LOCATION PROGRESS ESTIMATE 04-MRN-101-8.3/8.4 ----------------- BALFOUR BEATTY CONSTRUCTION IN MARIN COUNTY IN LARKSPUR, CORTE WESTERN DIVISION OFFICE MADERA, AND SAN RAFAEL FROM 0.2 KM 1934 WEST VALLEY HIGHWAY SUIT NORTH OF TAMALPAIS DRIVE 100, KENT, WA 98032 OVERCROSSING TO 0.1 KM SOUTH OF ROUTE 580 AND 101 SEPARATION FED. AID NO. ACNH-Q101(57)E CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.750 2,250.00 02 TIME-RELATED OVERHEAD LS 650,000.0000 650,000.00 1.000 650,000.00 03 TEMPORARY FENCE (TYPE ESA) M 12.0000 16,800.00 5.000 60.00 481.000 5,772.00 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.050 100.00 1.000 2,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 42,000.0000 42,000.00 1.000 42,000.00 06 TEMPORARY SOIL STABILIZER KG 2.0000 2,860.00 1,430.000 2,860.00 07 TEMPORARY SILT FENCE M 12.0000 9,240.00 15.000 180.00 884.810 10,617.72 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,600.0000 6,400.00 4.000 6,400.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 4,800.00 3.000 3,600.00 10 TEMPORARY COVER M2 13.0000 32,500.00 1,556.000 20,228.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 2,400.00 2.000 1,200.00 8.000 4,800.00 12 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.750 26,250.00 S) 13 TRAFFIC CONTROL SYSTEM LS 65,000.0000 65,000.00 1.000 65,000.00 S) 14 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 2,730.00 0.000 0.00 S) 15 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 19,860.00 1,359.000 8,154.00 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 19,860.00 6,972.900 20,918.70 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,365.00 45.000 1,575.00 18 TEMPORARY PAVEMENT MARKER EA 4.0000 15,800.00 4,030.100 16,120.40 S) 19 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 2,000.00 0.000 0.00 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 32,000.00 4.000 32,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 55.0000 213,950.00 4,740.770 260,742.35 22 TEMPORARY CRASH CUSHION MODULE EA 250.0000 9,750.00 62.000 15,500.00 PROGRAM CAS145 PAGE 2 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 07:58 AM ESTIMATE NO. 23 BID OPENING 01/07/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 OBLITERATE SURFACING M2 10.0000 1,300.00 130.000 1,300.00 24 REMOVE CHAIN LINK FENCE M 32.0000 2,240.00 38.000 1,216.00 25 REMOVE METAL BEAM GUARD RAILING M 32.0000 2,176.00 99.200 3,174.40 26 REMOVE SINGLE THRIE BEAM BARRIER M 32.0000 1,728.00 0.000 0.00 27 REMOVE DOUBLE THRIE BEAM BARRIER M 35.0000 23,450.00 699.000 24,465.00 28 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 12,870.00 2,187.580 6,562.74 29 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 25,100.00 706.000 3,530.00 STRIPE 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 350.00 0.000 0.00 31 REMOVE PAVEMENT MARKER EA 2.0000 8,920.00 2,608.000 5,216.00 32 REMOVE ROADSIDE SIGN EA 125.0000 1,125.00 6.000 750.00 33 REMOVE SIGN PANEL EA 125.0000 125.00 0.000 0.00 34 REMOVE ASPHALT CONCRETE M3 280.0000 12,600.00 7.914 2,215.92 35 REMOVE CULVERT M 240.0000 69,600.00 307.000 73,680.00 36 REMOVE INLET EA 725.0000 1,450.00 2.000 1,450.00 37 REMOVE DOWNDRAIN M 58.0000 3,886.00 65.500 3,799.00 38 RELOCATE SIGN STRUCTURE EA 3,500.0000 3,500.00 0.000 0.00 S) 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 30,000.00 0.000 0.00 S) 40 REMOVE CONCRETE M3 50.0000 1,050.00 15.500 775.00 41 REMOVE CONCRETE BARRIER (TYPE K) M 35.0000 4,200.00 120.000 4,200.00 42 REMOVE CONCRETE BARRIER (TYPE 50) M 30.0000 4,800.00 160.000 4,800.00 43 REMOVE CONCRETE BARRIER (TYPE 60) M 40.0000 5,600.00 132.700 5,308.00 44 REMOVE CRASH CUSHION (SAND FILLED) EA 1,500.0000 4,500.00 1.000 1,500.00 45 BRIDGE REMOVAL (PORTION), LOCATION A LS 90,000.0000 90,000.00 1.000 90,000.00 46 BRIDGE REMOVAL (PORTION), LOCATION B LS 32,000.0000 32,000.00 1.000 32,000.00 47 BRIDGE REMOVAL (PORTION), LOCATION C LS 5,000.0000 5,000.00 1.000 5,000.00 48 CLEARING AND GRUBBING LS 18,000.0000 18,000.00 1.000 18,000.00 49 ROADWAY EXCAVATION M3 175.0000 89,250.00 122.480 21,434.00 PROGRAM CAS145 PAGE 3 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 07:58 AM ESTIMATE NO. 23 BID OPENING 01/07/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.500 2,500.00 51 STRUCTURE EXCAVATION (BRIDGE) M3 110.0000 4,510.00 41.000 4,510.00 F) 52 STRUCTURE EXCAVATION (TYPE D) M3 135.0000 41,310.00 0.000 0.00 F) 53 STRUCTURE BACKFILL (BRIDGE) M3 220.0000 2,420.00 11.000 2,420.00 F) 54 EROSION CONTROL (NETTING) M2 5.0000 2,800.00 560.000 2,800.00 S) 55 STRAW (EROSION CONTROL) TONN 600.0000 1,380.00 2.300 1,380.00 S) 56 FIBER (EROSION CONTROL) KG 1.5000 480.00 320.000 480.00 S) 57 FIBER ROLLS M 12.0000 3,120.00 6.000 72.00 594.300 7,131.60 S) 58 COMPOST (EROSION CONTROL) KG 1.5000 1,410.00 940.000 1,410.00 S) 59 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 3,000.00 5.000 3,000.00 S) 60 PURE LIVE SEED (EROSION CONTROL) KG 20.0000 1,000.00 61.166 1,223.32 S) 61 STABILIZING EMULSION (EROSION CONTROL) KG 7.0000 490.00 70.000 490.00 S) 62 WATER METER EA 2,500.0000 2,500.00 0.000 0.00 S) 63 200 MM CORRUGATED HIGH DENSITY M 150.0000 13,350.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 64 MAINTENANCE VEHICLE PULLOUT EA 7,500.0000 7,500.00 0.000 0.00 65 REPLACE ASPHALT CONCRETE SURFACING M3 275.0000 104,500.00 25.000 6,875.00 66 ASPHALT CONCRETE (TYPE B, BRIDGE) TONN 80.0000 52,080.00 102.800 8,224.00 67 ASPHALT CONCRETE (TYPE A) TONN 110.0000 112,200.00 166.200 18,282.00 68 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 25.0000 2,150.00 0.000 0.00 69 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 25.0000 3,000.00 0.000 0.00 70 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,200.0000 840.00 0.250 300.00 71 1.7 M CAST-IN-DRILLED-HOLE CONCRETE M 6,000.0000 60,000.00 9.000 54,000.00 S) PILING 72 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 6,400.0000 57,600.00 9.000 57,600.00 S) PILING (ROCK SOCKET) 73 1.7 M PERMANENT STEEL CASING M 3,000.0000 27,000.00 9.000 27,000.00 S) 74 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 125.0000 228,250.00 1,595.900 199,487.50 PILING (406 MM) 75 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 2,500.0000 210,000.00 92.000 230,000.00 PILE (406 MM) 76 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 900.0000 6,300.00 7.000 6,300.00 F) PROGRAM CAS145 PAGE 4 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 07:58 AM ESTIMATE NO. 23 BID OPENING 01/07/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, BRIDGE M3 1,076.0000 1,079,228.00 17.000 18,292.00 792.000 852,192.00 F) 78 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 25,500.00 16.460 24,690.00 F) 79 MINOR CONCRETE (BACKFILL) M3 300.0000 1,200.00 3.400 1,020.00 80 ARCHITECTURAL TREATMENT M 120.0000 15,600.00 0.000 0.00 81 DRILL AND BOND DOWEL M 200.0000 28,400.00 181.880 36,376.00 82 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 7,000.00 1.000 7,000.00 S) GIRDER (5 M - 10 M) 83 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,000.0000 48,000.00 6.000 48,000.00 S) GIRDER (10 M - 15 M) 84 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,000.0000 104,000.00 13.000 104,000.00 S) GIRDER (15 M - 20 M) 85 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,700.0000 252,300.00 29.000 252,300.00 S) GIRDER (20 M - 25 M) 86 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,000.0000 144,000.00 12.000 144,000.00 S) GIRDER (25 M - 30 M) 87 ERECT PRECAST CONCRETE GIRDER EA 1,200.0000 73,200.00 61.000 73,200.00 S) 88 REFINISH BRIDGE DECK M2 75.0000 52,275.00 162.500 12,187.50 89 CORE CONCRETE (151 MM - 200 MM) M 300.0000 450.00 2.500 750.00 2.500 750.00 S) 90 SOUND WALL (MASONRY BLOCK) M2 300.0000 370,800.00 13.000 3,900.00 1,236.000 370,800.00 SF) 91 JOINT SEAL (TYPE AL) M 50.0000 13,750.00 68.750 3,437.50 S) 92 JOINT SEAL (MR 40 MM) M 175.0000 8,225.00 0.000 0.00 S) 93 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 452,450.00 142,908.000 357,270.00 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 6,600.00 5.500 6,600.00 5.500 6,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 INSTALL SELF ADHESIVE SIGN PANEL EA 850.0000 850.00 0.000 0.00 96 METAL (BARRIER MOUNTED SIGN) KG 14.0000 4,200.00 0.000 0.00 F) 97 ROADSIDE SIGN - ONE POST EA 250.0000 1,500.00 0.000 0.00 98 ROADSIDE SIGN - TWO POST EA 300.0000 600.00 0.000 0.00 99 INSTALL SIGN PANEL ON EXISTING FRAME M2 120.0000 2,640.00 0.000 0.00 00 450 MM ALTERNATIVE PIPE CULVERT M 500.0000 45,000.00 87.700 43,850.00 01 375 MM PLASTIC PIPE (SMOOTH INTERIOR) M 400.0000 44,000.00 103.800 41,520.00 02 450 MM REINFORCED CONCRETE PIPE M 1,200.0000 2,400.00 2.130 2,556.00 03 450 MM ALTERNATIVE SLOTTED PIPE M 310.0000 105,400.00 82.300 25,513.00 335.300 103,943.00 PROGRAM CAS145 PAGE 5 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 07:58 AM ESTIMATE NO. 23 BID OPENING 01/07/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 8,710.00 66.600 8,658.00 (1.63 MM THICK) 05 300 MM ANCHOR ASSEMBLY EA 200.0000 1,000.00 5.000 1,000.00 06 GRATED LINE DRAIN M 380.0000 21,280.00 25.000 9,500.00 56.000 21,280.00 07 375 MM FLARED END SECTION EA 400.0000 400.00 0.000 0.00 08 SLOPE PAVING (STIFF BROOM FINISH) M3 1,500.0000 105,000.00 215.003 322,504.50 09 MINOR CONCRETE (MISCELLANEOUS M3 2,800.0000 1,680.00 0.000 0.00 CONSTRUCTION) 10 MISCELLANEOUS IRON AND STEEL KG 3.0000 4,524.00 1,508.000 4,524.00 F) 11 GRATE LOCKING DEVICE EA 1,500.0000 4,500.00 0.000 0.00 12 CHAIN LINK FENCE (TYPE CL-1.8, M 85.0000 5,950.00 0.000 0.00 VINYL-CLAD) 13 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 8,250.00 0.000 0.00 S) 14 CHAIN LINK RAILING (TYPE 7) M 160.0000 14,880.00 93.000 14,880.00 SF) 15 TUBULAR BICYCLE RAILING M 175.0000 16,450.00 47.000 8,225.00 SF) 16 CONCRETE BARRIER (TYPE 27M) M 200.0000 19,400.00 77.000 15,400.00 F) 17 SINGLE THRIE BEAM BARRIER (WOOD POST) M 170.0000 9,180.00 62.180 10,570.60 S) 18 DOUBLE THRIE BEAM BARRIER M 100.0000 67,000.00 667.000 66,700.00 S) 19 DOUBLE THRIE BEAM BARRIER CONNECTION EA 2,500.0000 5,000.00 1.000 2,500.00 S) TO CONCRETE BARRIER 20 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 4,000.00 0.000 0.00 S) 21 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 850.0000 850.00 0.000 0.00 S) 22 CRASH CUSHION, SAND FILLED EA 4,500.0000 9,000.00 0.000 0.00 S) 23 CONCRETE BARRIER (TYPE 60) M 165.0000 49,500.00 295.000 48,675.00 24 CONCRETE BARRIER (TYPE 60A) M 170.0000 59,330.00 349.000 59,330.00 F) 25 CONCRETE BARRIER (TYPE 60D) M 130.0000 16,900.00 130.000 16,900.00 26 CONCRETE BARRIER (TYPE 60 A MODIFIED) M 175.0000 7,525.00 43.000 7,525.00 F) 27 CONCRETE BARRIER (TYPE 80) M 420.0000 146,160.00 103.000 43,260.00 261.000 109,620.00 F) 28 CONCRETE BARRIER (TYPE 742 M) M 200.0000 18,600.00 74.000 14,800.00 F) 29 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 10,800.00 0.000 0.00 S) 30 PAINT PAVEMENT MARKING (2-COAT) BLUE M2 140.0000 560.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 07:58 AM ESTIMATE NO. 23 BID OPENING 01/07/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 7.0000 686.00 0.000 0.00 S) 32 200 MM THERMOPLASTIC TRAFFIC STRIPE M 14.0000 18,620.00 0.000 0.00 S) 33 200 MM THERMOPLASTIC TRAFFIC STRIPE M 12.0000 1,800.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 1,320.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 35 PAINT TRAFFIC STRIPE (2-COAT) M 7.0000 70,700.00 285.000 1,995.00 S) 36 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 10,890.00 0.000 0.00 S) 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 7,120.00 9.000 36.00 S) 38 LIGHTING AND SIGN ILLUMINATION LS 40,000.0000 40,000.00 0.025 1,000.00 0.775 31,000.00 S) 39 ELECTRIC SERVICE (IRRIGATION) LS 3,000.0000 3,000.00 0.000 0.00 S) 40 MODIFY SIGNAL AND LIGHTING LS 32,000.0000 32,000.00 0.600 19,200.00 S) 41 TRAFFIC OPERATIONS SYSTEM LS 140,000.0000 140,000.00 0.050 7,000.00 0.550 77,000.00 S) 42 VIDEO IMAGE PROCESSING SYSTEM LS 10,000.0000 10,000.00 0.500 5,000.00 S) 43 CELLULAR DIGITAL PACKET DATA MODEM EA 7,000.0000 14,000.00 0.040 280.00 S) PROGRAM CAS145 PAGE 7 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 07:58 AM ESTIMATE NO. 23 BID OPENING 01/07/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 117,427.00 5,495,872.75 ADJUSTMENT OF COMPENSATION 0.00 100,007.88 EXTRA WORK 0.00 554,388.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 117,427.00 6,150,269.48 44 MOBILIZATION LS 700,000.0000 700,000.00 1.000 700,000.00 ORIGINAL CONTRACT AMOUNT 7,154,458.00 TOTAL WORK COMPLETED 117,427.00 6,850,269.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 0.00 TOTAL 137,427.00 6,850,269.48 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 02/17/04 290 03/03/04 03/03/04 08/17/06 446 34 43 1 80% 99% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDDEN AND PCNT TIME ELAPSED INPUT BECAUSE CCO WORK DEFF. ADAM SOPLOP RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 01/20/06