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 02/19/05 EST. NO.12 TIME 07:45 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 02/19/05 EST. NO.12 TIME 07:45 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 07:45 AM ESTIMATE NO. 12 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 02/20/05 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 02/19/05 LOCATION PROGRESS ESTIMATE 04-MRN-101-8.3/8.4 ----------------- BALFOUR BEATTY CONSTRUCTION IN MARIN COUNTY IN LARKSPUR, CORTE INC. MADERA, AND SAN RAFAEL FROM 0.2 KM ONE HARBOR CENTER, STE. 350 NORTH OF TAMALPAIS DRIVE SUISAN CITY, CA 94585 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 0.072 46,800.00 0.816 530,400.00 03 TEMPORARY FENCE (TYPE ESA) M 12.0000 16,800.00 67.000 804.00 362.000 4,344.00 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.850 1,700.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 42,000.0000 42,000.00 0.170 7,140.00 0.680 28,560.00 06 TEMPORARY SOIL STABILIZER KG 2.0000 2,860.00 0.000 0.00 07 TEMPORARY SILT FENCE M 12.0000 9,240.00 439.810 5,277.72 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,600.0000 6,400.00 0.500 800.00 3.500 5,600.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 4,800.00 2.000 2,400.00 10 TEMPORARY COVER M2 13.0000 32,500.00 0.000 0.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 2,400.00 4.000 2,400.00 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 0.072 4,680.00 0.816 53,040.00 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 0.000 0.00 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 19,860.00 4,661.100 13,983.30 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 2,475.100 9,900.40 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 2.000 16,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 55.0000 213,950.00 128.000 7,040.00 3,170.130 174,357.15 22 TEMPORARY CRASH CUSHION MODULE EA 250.0000 9,750.00 57.000 14,250.00 PROGRAM CAS145 PAGE 2 DATE 02/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 07:45 AM ESTIMATE NO. 12 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 02/20/05 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 02/19/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 40.877 408.77 24 REMOVE CHAIN LINK FENCE M 32.0000 2,240.00 0.000 0.00 25 REMOVE METAL BEAM GUARD RAILING M 32.0000 2,176.00 0.000 0.00 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 1,462.780 4,388.34 29 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 25,100.00 0.000 0.00 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 2,191.000 4,382.00 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 0.000 0.00 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 0.000 0.00 45 BRIDGE REMOVAL (PORTION), LOCATION A LS 90,000.0000 90,000.00 0.550 49,500.00 46 BRIDGE REMOVAL (PORTION), LOCATION B LS 32,000.0000 32,000.00 0.000 0.00 47 BRIDGE REMOVAL (PORTION), LOCATION C LS 5,000.0000 5,000.00 0.900 4,500.00 48 CLEARING AND GRUBBING LS 18,000.0000 18,000.00 0.125 2,250.00 0.875 15,750.00 49 ROADWAY EXCAVATION M3 175.0000 89,250.00 74.740 13,079.50 PROGRAM CAS145 PAGE 3 DATE 02/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 07:45 AM ESTIMATE NO. 12 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 02/20/05 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 02/19/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 15.000 1,650.00 F) 52 STRUCTURE EXCAVATION (TYPE D) M3 135.0000 41,310.00 25.000 3,375.00 F) 53 STRUCTURE BACKFILL (BRIDGE) M3 220.0000 2,420.00 0.000 0.00 F) 54 EROSION CONTROL (NETTING) M2 5.0000 2,800.00 0.000 0.00 S) 55 STRAW (EROSION CONTROL) TONN 600.0000 1,380.00 0.000 0.00 S) 56 FIBER (EROSION CONTROL) KG 1.5000 480.00 0.000 0.00 S) 57 FIBER ROLLS M 12.0000 3,120.00 52.500 630.00 136.300 1,635.60 S) 58 COMPOST (EROSION CONTROL) KG 1.5000 1,410.00 0.000 0.00 S) 59 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 3,000.00 0.000 0.00 S) 60 PURE LIVE SEED (EROSION CONTROL) KG 20.0000 1,000.00 0.000 0.00 S) 61 STABILIZING EMULSION (EROSION CONTROL) KG 7.0000 490.00 0.000 0.00 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 0.000 0.00 66 ASPHALT CONCRETE (TYPE B, BRIDGE) TONN 80.0000 52,080.00 0.000 0.00 67 ASPHALT CONCRETE (TYPE A) TONN 110.0000 112,200.00 110.000 12,100.00 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 0.000 0.00 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 1,132.000 141,500.00 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 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 02/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 07:45 AM ESTIMATE NO. 12 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 02/20/05 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 02/19/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 55.500 59,718.00 347.000 373,372.00 F) 78 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 25,500.00 8.670 13,005.00 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 28,400.00 104.930 20,986.00 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 3.000 24,000.00 S) GIRDER (10 M - 15 M) 84 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,000.0000 104,000.00 5.000 40,000.00 S) GIRDER (15 M - 20 M) 85 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,700.0000 252,300.00 11.000 95,700.00 S) GIRDER (20 M - 25 M) 86 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,000.0000 144,000.00 5.000 60,000.00 S) GIRDER (25 M - 30 M) 87 ERECT PRECAST CONCRETE GIRDER EA 1,200.0000 73,200.00 25.000 30,000.00 S) 88 REFINISH BRIDGE DECK M2 75.0000 52,275.00 0.000 0.00 89 CORE CONCRETE (151 MM - 200 MM) M 300.0000 450.00 0.000 0.00 S) 90 SOUND WALL (MASONRY BLOCK) M2 300.0000 370,800.00 0.000 0.00 SF) 91 JOINT SEAL (TYPE AL) M 50.0000 13,750.00 0.000 0.00 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 9,924.000 24,810.00 76,362.000 190,905.00 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 6,600.00 0.000 0.00 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 0.000 0.00 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 105,400.00 253.000 78,430.00 PROGRAM CAS145 PAGE 5 DATE 02/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 07:45 AM ESTIMATE NO. 12 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 02/20/05 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 02/19/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 31.000 11,780.00 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 95.833 143,749.50 09 MINOR CONCRETE (MISCELLANEOUS M3 2,800.0000 1,680.00 0.000 0.00 CONSTRUCTION) 10 MISCELLANEOUS IRON AND STEEL KG 3.0000 4,524.00 916.000 2,748.00 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 0.000 0.00 SF) 15 TUBULAR BICYCLE RAILING M 175.0000 16,450.00 0.000 0.00 SF) 16 CONCRETE BARRIER (TYPE 27M) M 200.0000 19,400.00 0.000 0.00 F) 17 SINGLE THRIE BEAM BARRIER (WOOD POST) M 170.0000 9,180.00 0.000 0.00 S) 18 DOUBLE THRIE BEAM BARRIER M 100.0000 67,000.00 0.000 0.00 S) 19 DOUBLE THRIE BEAM BARRIER CONNECTION EA 2,500.0000 5,000.00 0.000 0.00 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 0.000 0.00 24 CONCRETE BARRIER (TYPE 60A) M 170.0000 59,330.00 11.000 1,870.00 F) 25 CONCRETE BARRIER (TYPE 60D) M 130.0000 16,900.00 0.000 0.00 26 CONCRETE BARRIER (TYPE 60 A MODIFIED) M 175.0000 7,525.00 0.000 0.00 F) 27 CONCRETE BARRIER (TYPE 80) M 420.0000 146,160.00 0.000 0.00 F) 28 CONCRETE BARRIER (TYPE 742 M) M 200.0000 18,600.00 0.000 0.00 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 02/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 07:45 AM ESTIMATE NO. 12 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 02/20/05 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 02/19/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 38 LIGHTING AND SIGN ILLUMINATION LS 40,000.0000 40,000.00 0.100 4,000.00 0.500 20,000.00 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 0.400 12,800.00 S) 41 TRAFFIC OPERATIONS SYSTEM LS 140,000.0000 140,000.00 0.000 0.00 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 02/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 07:45 AM ESTIMATE NO. 12 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 02/20/05 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 02/19/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 158,672.00 2,821,274.20 ADJUSTMENT OF COMPENSATION 0.00 3,628.54 EXTRA WORK 0.00 103,716.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 158,672.00 2,928,619.50 44 MOBILIZATION LS 700,000.0000 700,000.00 0.950 665,000.00 ORIGINAL CONTRACT AMOUNT 7,154,458.00 TOTAL WORK COMPLETED 158,672.00 3,593,619.50 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 158,672.00 3,593,619.50 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 02/17/04 290 03/03/04 03/03/04 06/06/05 217 27 0 0 47% 75% PROGRESS UNSATISFACTORY ADAM SOPLOP RESIDENT ENGINEER PROGRAM CAS145 PAGE 16 DATE 02/19/05