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 09/20/06 EST. NO.05 TIME 08:13 AM R.E. NAME: DUNCAN RICHARD 04-0120J4 --------------------------------------------------------------------------- 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 0002 215.75 E.W. @ F.A.(+) 072406 N 0134 0 0003 287.66 072506 N 0135 0 003 0002 118.57 E.W. @ F.A.(+) 080106 N 006 0 004 0001-1 -1,185.15 E.W. @ F.A.(+) 052306 N 0002 0 DAO CORRECTING ENTRY 0006-1 -462.44 060106 N 0108 0 DAO CORRECTING ENTRY 009 0003 1,185.15 E.W. @ F.A.(+) 052306 N 0002.1 0004 462.44 060106 N 0108.1 621.98 TOTAL THIS ESTIMATE 24,453.05 TOTAL PREVIOUS ESTIMATE 25,075.03 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 09/20/06 EST. NO.05 TIME 08:13 AM R.E. NAME: DUNCAN RICHARD 04-0120J4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DOCUMENT MANAGEMENT -24,000.00 01 DOCUMENT MANAGEMENT -40,483.00 02 DOCUMENT MANAGEMENT -57,289.80 03 0.00 -121,772.80 TOTAL DEDUCTIONS 0.00 -121,772.80 PROGRAM CAS145 PAGE 1 DATE 09/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 08:13 AM ESTIMATE NO. 05 BID OPENING 03/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 09/20/06 LOCATION PROGRESS ESTIMATE 04-ALA-80-1.6/3.5 ----------------- DIABLO CONTRACTORS INC IN ALAMEDA COUNTY IN OAKLAND AND 7 CROW CANYON CT SUITE 100 EMERYVILLE AT VARIOUS LOCATIONS SAN RAMON, CA 94583 FED. AID NO. N O N E STORM WATER TREATMENT SYSTEMS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 2,000.0000 2,000.00 0.400 800.00 0.500 1,000.00 SYSTEM DATA DELIVERY 02 DOCUMENT MANAGEMENT SYSTEM LS 86,000.0000 86,000.00 0.000 0.00 03 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,800.0000 7,800.00 0.125 975.00 0.500 3,900.00 04 TIME-RELATED OVERHEAD LS 1500,000.0000 1,500,000.00 0.085 127,500.00 0.421 631,500.00 05 TEMPORARY MOUSE FENCE M 20.0000 65,400.00 371.000 7,420.00 666.000 13,320.00 06 TEMPORARY FENCE (TYPE CL-1.8) M 350.0000 1,050.00 34.000 11,900.00 07 3.7 TEMPORARY CHAIN LINK GATE EA 1,600.0000 1,600.00 1.000 1,600.00 (TYPE CL-1.8) 08 TEMPORARY FENCE (TYPE ESA) M 9.0000 2,700.00 63.000 567.00 417.800 3,760.20 09 HEALTH AND SAFETY PLAN LS 30,000.0000 30,000.00 1.000 30,000.00 10 PREPARE STORM WATER POLLUTION LS 7,400.0000 7,400.00 0.750 5,550.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.109 3,270.00 0.432 12,960.00 12 NON-STORM WATER DISCHARGES LS 50,000.0000 50,000.00 0.000 0.00 13 TEMPORARY SILT FENCE M 6.0000 19,620.00 371.000 2,226.00 1,038.400 6,230.40 14 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 20,000.00 1.000 2,000.00 5.000 10,000.00 15 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 15,000.00 0.500 750.00 6.500 9,750.00 16 TEMPORARY COVER M2 1.0000 3,000.00 200.000 200.00 17 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 12,000.00 8.000 2,400.00 13.000 3,900.00 18 TEMPORARY HYDRAULIC MULCH M2 2.0000 5,000.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) 19 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.180 2,700.00 S) 20 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 0.100 7,000.00 0.500 35,000.00 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 4,550.00 10.000 500.00 30.000 1,500.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 80,000.00 1.000 10,000.00 1.000 10,000.00 S) PROGRAM CAS145 PAGE 2 DATE 09/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 08:13 AM ESTIMATE NO. 05 BID OPENING 03/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 09/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 100.0000 120,000.00 383.700 38,370.00 746.440 74,644.00 S) 24 TEMPORARY CRASH CUSHION MODULE EA 230.0000 13,800.00 14.000 3,220.00 42.000 9,660.00 S) 25 ABANDON CULVERT M 60.0000 15,000.00 14.100 846.00 26 REMOVE CHAIN LINK FENCE M 16.0000 5,920.00 284.600 4,553.60 27 REMOVE CHAIN LINK GATE (6 M) EA 500.0000 500.00 2.000 1,000.00 28 REMOVE METAL BEAM GUARD RAILING M 36.0000 6,840.00 0.000 0.00 29 REMOVE ASPHALT CONCRETE DIKE M 10.0000 400.00 0.000 0.00 30 REMOVE CULVERT M 100.0000 7,600.00 0.000 0.00 31 ABANDON WATER MAIN EA 15,000.0000 15,000.00 0.000 0.00 32 REMOVE INLET EA 900.0000 9,900.00 0.000 0.00 33 REMOVE HEADWALL EA 500.0000 2,500.00 0.000 0.00 34 RECONSTRUCT FENCE (TYPE WM) M 70.0000 17,500.00 75.000 5,250.00 75.000 5,250.00 35 ADJUST INLET EA 1,200.0000 1,200.00 0.000 0.00 36 REMOVE CONCRETE M3 100.0000 6,000.00 0.000 0.00 37 CAP INLET EA 1,500.0000 1,500.00 0.000 0.00 38 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.300 6,000.00 0.600 12,000.00 39 ROADWAY EXCAVATION M3 40.0000 276,800.00 219.600 8,784.00 40 ROADWAY EXCAVATION (TYPE H) M3 350.0000 91,000.00 60.000 21,000.00 41 ROADWAY EXCAVATION (TYPE HR) M3 200.0000 26,000.00 0.000 0.00 42 ROADWAY EXCAVATION (CLASS II) M3 120.0000 25,200.00 14.000 1,680.00 70.000 8,400.00 43 STRUCTURE EXCAVATION (TYPE H) M3 220.0000 39,600.00 38.000 8,360.00 44 STRUCTURE EXCAVATION (TYPE HR) M3 210.0000 5,250.00 0.000 0.00 45 STRUCTURE EXCAVATION (PUMPING PLANT) M3 170.0000 159,800.00 332.000 56,440.00 46 STRUCTURE BACKFILL (PUMPING PLANT) M3 140.0000 78,400.00 91.000 12,740.00 218.000 30,520.00 47 STRUCTURE EXCAVATION (CLASS II) M3 100.0000 34,000.00 257.120 25,712.00 48 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 3,600.00 0.000 0.00 F) 49 STRUCTURE BACKFILL (RETAINING WALL) M3 130.0000 19,500.00 0.000 0.00 F) PROGRAM CAS145 PAGE 3 DATE 09/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 08:13 AM ESTIMATE NO. 05 BID OPENING 03/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 09/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PERVIOUS BACKFILL MATERIAL (RETAINING M3 260.0000 1,820.00 0.000 0.00 F) WALL) 51 PERVIOUS BACKFILL MATERIAL (FOUNDATION) M3 100.0000 25,600.00 42.130 4,213.00 F) 52 DITCH EXCAVATION (TYPE H) M3 200.0000 256,000.00 200.000 40,000.00 53 DITCH EXCAVATION (CLASS II) M3 120.0000 306,000.00 400.000 48,000.00 54 MSE RETAINING WALL M2 430.0000 86,000.00 0.000 0.00 F) 55 IMPORTED BORROW M3 100.0000 343,000.00 0.000 0.00 56 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.000 0.00 S) 57 IMPORTED SOIL MEDIA M3 20.0000 101,000.00 0.000 0.00 S) 58 MULCH (BASINS) M3 70.0000 35,000.00 0.000 0.00 S) 59 EROSION CONTROL NETTING M2 10.0000 21,000.00 0.000 0.00 S) 60 STRAW (EROSION CONTROL) TONN 200.0000 1,200.00 0.000 0.00 S) 61 TURF REINFORCEMENT MAT (EROSION CONTROL) M2 20.0000 17,000.00 0.000 0.00 S) 62 FIBER (EROSION CONTROL) KG 5.0000 5,850.00 0.000 0.00 S) 63 FIBER ROLLS M 20.0000 25,400.00 0.000 0.00 S) 64 COMPOST (EROSION CONTROL) M3 100.0000 800.00 0.000 0.00 S) 65 IMPERMEABLE LINER M2 20.0000 212,000.00 0.000 0.00 S) 66 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 8,000.00 0.000 0.00 S) 67 PURE LIVE SEED (TYPE 1) KG 20.0000 1,800.00 0.000 0.00 S) 68 PURE LIVE SEED (TYPE 2) KG 30.0000 150.00 0.000 0.00 S) 69 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 1,300.00 0.000 0.00 S) 70 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.000 0.00 S) 71 PRESSURE TREATED WOOD HEADER M 20.0000 31,600.00 0.000 0.00 S) 72 IRRIGATION SYSTEM LS 160,000.0000 160,000.00 0.000 0.00 S) 73 WATER METER EA 70,000.0000 70,000.00 0.000 0.00 S) 74 MAINTENANCE VEHICLE PULLOUT EA 6,000.0000 30,000.00 0.000 0.00 75 CLASS 2 AGGREGATE BASE M3 90.0000 138,600.00 0.000 0.00 76 ASPHALT CONCRETE (TYPE A) TONN 100.0000 359,000.00 73.100 7,310.00 355.100 35,510.00 PROGRAM CAS145 PAGE 4 DATE 09/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 08:13 AM ESTIMATE NO. 05 BID OPENING 03/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 09/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 1,500.00 0.000 0.00 78 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 15,600.00 0.000 0.00 79 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 1,400.00 0.000 0.00 80 CONCRETE BACKFILL M3 600.0000 96,000.00 57.920 34,752.00 57.920 34,752.00 (RAPID STRENGTH CONCRETE) 81 STRUCTURAL CONCRETE, RETAINING WALL M3 3,000.0000 183,000.00 0.000 0.00 F) 82 STRUCTURE CONCRETE (PUMPING PLANT) M3 4,000.0000 984,000.00 5.210 20,840.00 52.560 210,240.00 F) 83 MINOR CONCRETE (MINOR STRUCTURE) M3 700.0000 206,500.00 23.060 16,142.00 105.150 73,605.00 F) 84 MINOR CONCRETE (BACKFILL) M3 400.0000 20,000.00 0.000 0.00 85 WATERSTOP (BENTONITE) M 60.0000 7,200.00 43.200 2,592.00 66.200 3,972.00 86 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 6,062.50 0.000 0.00 SF) 87 BAR REINFORCING STEEL KG 2.5000 54,800.00 148.000 370.00 4,278.000 10,695.00 SF)(EPOXY COATED, PUMPING PLANT) 88 450 MM ALTERNATIVE PIPE CULVERT M 330.0000 141,900.00 205.800 67,914.00 89 600 MM ALTERNATIVE PIPE CULVERT M 340.0000 741,200.00 34.000 11,560.00 495.100 168,334.00 90 750 MM ALTERNATIVE PIPE CULVERT M 350.0000 28,000.00 0.000 0.00 91 900 MM ALTERNATIVE PIPE CULVERT M 800.0000 8,800.00 0.000 0.00 92 150 MM CORRUGATED HIGH DENSITY M 160.0000 8,000.00 0.000 0.00 POLYETHYLENE PIPE 93 750 MM REINFORCED CONCRETE PIPE CASING M 660.0000 60,060.00 42.000 27,720.00 42.000 27,720.00 (CLASS IV) 94 2400 MM REINFORCED CONCRETE PIPE 65 D M 2,000.0000 56,000.00 13.200 26,400.00 (CLASS III) 95 JACKED 750 MM WELDED STEEL PIPE M 4,000.0000 80,000.00 0.000 0.00 96 150 MM PERFORATED PLASTIC PIPE M 40.0000 35,200.00 0.000 0.00 UNDERDRAIN 97 150 MM NON-PERFORATED PLASTIC PIPE M 40.0000 5,600.00 0.000 0.00 UNDERDRAIN 98 200 MM NON-PERFORATED PLASTIC PIPE M 80.0000 4,400.00 0.000 0.00 UNDERDRAIN 99 GEOCOMPOSITE DRAIN M2 22.0000 144,760.00 0.000 0.00 00 80 MM PLASTIC PIPE (EDGE DRAIN) M 80.0000 800.00 0.000 0.00 01 900 MM CORRUGATED STEEL PIPE INLET EA 4,000.0000 4,000.00 0.000 0.00 (TYPE OMP) 02 GRATED LINE DRAIN M 260.0000 23,140.00 0.000 0.00 03 900 MM CORRUGATED STEEL PIPE RISER EA 2,000.0000 8,000.00 0.000 0.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 5 DATE 09/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 08:13 AM ESTIMATE NO. 05 BID OPENING 03/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 09/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 250 MM DUCTILE IRON PIPE M 200.0000 154,000.00 0.000 0.00 05 300 MM DUCTILE IRON PIPE M 230.0000 181,700.00 107.500 24,725.00 383.700 88,251.00 06 450 MM DUCTILE IRON PIPE M 230.0000 108,100.00 47.500 10,925.00 278.200 63,986.00 07 450 MM ALTERNATIVE FLARED END SECTION EA 2,000.0000 2,000.00 0.000 0.00 08 600 MM ALTERNATIVE FLARED END SECTION EA 2,000.0000 6,000.00 0.000 0.00 09 300 MM AUTOMATIC DRAINAGE GATE EA 1,500.0000 3,000.00 0.000 0.00 10 450 MM AUT0MATIC DRAINAGE GATE EA 2,500.0000 12,500.00 0.000 0.00 11 600 MM AUTOMATIC DRAINAGE GATE EA 5,000.0000 15,000.00 2.000 10,000.00 2.000 10,000.00 12 FORCE MAINE CLEANOUT EA 2,400.0000 52,800.00 4.000 9,600.00 7.000 16,800.00 13 BLOWOFF ASSEMBLY EA 4,000.0000 20,000.00 1.000 4,000.00 2.000 8,000.00 14 AIR AND VACUUM RELEASE VALVE EA 3,800.0000 22,800.00 0.000 0.00 15 900 MM CONCRETE PIPE INLET EA 2,000.0000 4,000.00 0.000 0.00 16 ROCK SLOPE PROTECTION M3 150.0000 7,050.00 0.000 0.00 (BACKING NO. 1, METHOD B) 17 ROCK SLOPE PROTECTION M3 140.0000 2,800.00 0.000 0.00 (BACKING NO. 3, METHOD B) 18 ROCK SLOPE PROTECTION FABRIC M2 10.0000 1,700.00 0.000 0.00 19 MINOR CONCRETE (MISCELLANEOUS M3 2,000.0000 360,000.00 8.100 16,200.00 8.100 16,200.00 CONSTRUCTION) 20 DRAINAGE PUMPING EQUIPMENT LS 1500,000.0000 1,500,000.00 0.093 139,500.00 0.093 139,500.00 S) 21 PUMPING PLANT ELECTRICAL EQUIPMENT LS 300,000.0000 300,000.00 0.167 50,100.00 S) 22 MISCELLANEOUS IRON AND STEEL KG 10.0000 171,760.00 3,176.000 31,760.00 3,176.000 31,760.00 SF) 23 PUMPING PLANT METAL WORK KG 10.0000 37,280.00 574.000 5,740.00 574.000 5,740.00 SF) 24 CHAIN LINK FENCE (TYPE CL-1.8) M 60.0000 3,300.00 0.000 0.00 S) 25 CHAIN LINK FENCE M 70.0000 12,600.00 0.000 0.00 S) (TYPE CL-1.2, BLACK VINYL CLAD) 26 CHAIN LINK FENCE M 80.0000 7,280.00 0.000 0.00 S) (TYPE CL-1.8, GREEN VINYL CLAD) 27 CHAIN LINK FENCE M 80.0000 14,400.00 0.000 0.00 S) (TYPE CL-1.2, GREEN VINYL CLAD) 28 3.7 M CHAIN LINK GATE EA 1,400.0000 2,800.00 0.000 0.00 S) (TYPE CL-1.8, GREEN VINYL CLAD) 29 GUARD RAILING DELINEATOR EA 30.0000 1,020.00 0.000 0.00 S) (CLASS 1, TYPE F) 30 OBJECT MARKER (TYPE L-1) EA 50.0000 300.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 09/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 08:13 AM ESTIMATE NO. 05 BID OPENING 03/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 09/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 METAL BEAM GUARD RAILING (WOOD POST) M 150.0000 31,500.00 0.000 0.00 S) 32 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 3,000.00 0.000 0.00 S) 33 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,000.0000 6,000.00 0.000 0.00 S) 34 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.000 0.00 S) 35 ELECTRIC SERVICE (PUMP STATION) LS 270,000.0000 270,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 09/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 08:13 AM ESTIMATE NO. 05 BID OPENING 03/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 09/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 606,404.00 2,243,632.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 621.98 25,075.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 607,025.98 2,268,707.23 36 MOBILIZATION LS 1200,000.0000 1,200,000.00 0.750 900,000.00 ORIGINAL CONTRACT AMOUNT 12,864,662.50 TOTAL WORK COMPLETED 607,025.98 3,168,707.23 MATERIALS ON HAND ON SITE 180,194.95 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -121,772.80 TOTAL 607,025.98 3,227,129.38 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 04/03/06 750 04/18/06 04/18/06 04/30/07 109 0 14 0 24% 21% PROGRESS IS SATISFACTORY DUNCAN RICHARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 09/20/06