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 06/13/08 EST. NO.26 TIME 07:38 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 --------------------------------------------------------------------------- 029 0004 11,287.63 E.W. @ L.S.(+) 060107 N 2 0 035 0011 8,100.00 E.W. @ U.P (+) 060108 N 6 0 19,387.63 TOTAL THIS ESTIMATE 3,009,720.75 TOTAL PREVIOUS ESTIMATE 3,029,108.38 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 06/13/08 EST. NO.26 TIME 07:38 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 RETURN DEDUCTION DMS 121,772.80 08 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/13/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 07:38 AM ESTIMATE NO. 26 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 06/20/08 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 06/13/08 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 1.000 2,000.00 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 0.950 7,410.00 04 TIME-RELATED OVERHEAD LS 1500,000.0000 1,500,000.00 1.000 1,500,000.00 05 TEMPORARY MOUSE FENCE M 20.0000 65,400.00 1,844.220 36,884.40 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 2.000 3,200.00 (TYPE CL-1.8) 08 TEMPORARY FENCE (TYPE ESA) M 9.0000 2,700.00 617.800 5,560.20 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 1.000 30,000.00 12 NON-STORM WATER DISCHARGES LS 50,000.0000 50,000.00 1.000 50,000.00 13 TEMPORARY SILT FENCE M 6.0000 19,620.00 2,513.080 15,078.48 14 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 20,000.00 15.000 30,000.00 15 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 15,000.00 15.000 22,500.00 16 TEMPORARY COVER M2 1.0000 3,000.00 4,852.000 4,852.00 17 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 12,000.00 30.500 9,150.00 18 TEMPORARY HYDRAULIC MULCH M2 2.0000 5,000.00 2,000.000 4,000.00 (POLYMER STABILIZED FIBER MATRIX) 19 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000.00 S) 20 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 1.000 70,000.00 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 4,550.00 73.000 3,650.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 80,000.00 8.000 80,000.00 S) PROGRAM CAS145 PAGE 2 DATE 06/13/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 07:38 AM ESTIMATE NO. 26 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 06/20/08 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 06/13/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,546.470 154,647.00 S) 24 TEMPORARY CRASH CUSHION MODULE EA 230.0000 13,800.00 126.000 28,980.00 S) 25 ABANDON CULVERT M 60.0000 15,000.00 180.900 10,854.00 26 REMOVE CHAIN LINK FENCE M 16.0000 5,920.00 464.600 7,433.60 27 REMOVE CHAIN LINK GATE (6 M) EA 500.0000 500.00 4.000 2,000.00 28 REMOVE METAL BEAM GUARD RAILING M 36.0000 6,840.00 224.200 8,071.20 29 REMOVE ASPHALT CONCRETE DIKE M 10.0000 400.00 632.600 6,326.00 30 REMOVE CULVERT M 100.0000 7,600.00 70.600 7,060.00 31 ABANDON WATER MAIN EA 15,000.0000 15,000.00 1.000 15,000.00 32 REMOVE INLET EA 900.0000 9,900.00 9.000 8,100.00 33 REMOVE HEADWALL EA 500.0000 2,500.00 5.000 2,500.00 34 RECONSTRUCT FENCE (TYPE WM) M 70.0000 17,500.00 250.000 17,500.00 35 ADJUST INLET EA 1,200.0000 1,200.00 1.000 1,200.00 36 REMOVE CONCRETE M3 100.0000 6,000.00 80.000 8,000.00 37 CAP INLET EA 1,500.0000 1,500.00 2.000 3,000.00 38 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 39 ROADWAY EXCAVATION M3 40.0000 276,800.00 4,286.600 171,464.00 40 ROADWAY EXCAVATION (TYPE H) M3 350.0000 91,000.00 309.300 108,255.00 41 ROADWAY EXCAVATION (TYPE HR) M3 200.0000 26,000.00 130.000 26,000.00 42 ROADWAY EXCAVATION (CLASS II) M3 120.0000 25,200.00 1,125.000 135,000.00 43 STRUCTURE EXCAVATION (TYPE H) M3 220.0000 39,600.00 182.400 40,128.00 44 STRUCTURE EXCAVATION (TYPE HR) M3 210.0000 5,250.00 25.000 5,250.00 45 STRUCTURE EXCAVATION (PUMPING PLANT) M3 170.0000 159,800.00 940.000 159,800.00 46 STRUCTURE BACKFILL (PUMPING PLANT) M3 140.0000 78,400.00 560.000 78,400.00 47 STRUCTURE EXCAVATION (CLASS II) M3 100.0000 34,000.00 340.000 34,000.00 48 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 3,600.00 120.000 3,600.00 F) 49 STRUCTURE BACKFILL (RETAINING WALL) M3 130.0000 19,500.00 150.000 19,500.00 F) PROGRAM CAS145 PAGE 3 DATE 06/13/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 07:38 AM ESTIMATE NO. 26 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 06/20/08 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 06/13/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 1,820.00 F) WALL) 51 PERVIOUS BACKFILL MATERIAL (FOUNDATION) M3 100.0000 25,600.00 255.990 25,599.00 F) 52 DITCH EXCAVATION (TYPE H) M3 200.0000 256,000.00 1,278.000 255,600.00 53 DITCH EXCAVATION (CLASS II) M3 120.0000 306,000.00 2,550.000 306,000.00 54 MSE RETAINING WALL M2 430.0000 86,000.00 200.000 86,000.00 F) 55 IMPORTED BORROW M3 100.0000 343,000.00 6,930.000 693,000.00 56 HIGHWAY PLANTING LS 100,000.0000 100,000.00 1.000 100,000.00 S) 57 IMPORTED SOIL MEDIA M3 20.0000 101,000.00 5,840.000 116,800.00 S) 58 MULCH (BASINS) M3 70.0000 35,000.00 125.000 8,750.00 S) 59 EROSION CONTROL NETTING M2 10.0000 21,000.00 3,384.000 33,840.00 S) 60 STRAW (EROSION CONTROL) TONN 200.0000 1,200.00 4.190 838.00 S) 61 TURF REINFORCEMENT MAT (EROSION CONTROL) M2 20.0000 17,000.00 873.000 17,460.00 S) 62 FIBER (EROSION CONTROL) KG 5.0000 5,850.00 903.000 4,515.00 S) 63 FIBER ROLLS M 20.0000 25,400.00 2,226.520 44,530.40 S) 64 COMPOST (EROSION CONTROL) M3 100.0000 800.00 5.640 564.00 S) 65 IMPERMEABLE LINER M2 20.0000 212,000.00 10,600.000 212,000.00 S) 66 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 8,000.00 4.000 8,000.00 S) 67 PURE LIVE SEED (TYPE 1) KG 20.0000 1,800.00 72.100 1,442.00 S) 68 PURE LIVE SEED (TYPE 2) KG 30.0000 150.00 5.900 177.00 S) 69 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 1,300.00 201.800 1,009.00 S) 70 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.083 4,150.00 0.581 29,050.00 S) 71 PRESSURE TREATED WOOD HEADER M 20.0000 31,600.00 1,586.000 31,720.00 S) 72 IRRIGATION SYSTEM LS 160,000.0000 160,000.00 1.000 160,000.00 S) 73 WATER METER EA 70,000.0000 70,000.00 1.000 70,000.00 S) 74 MAINTENANCE VEHICLE PULLOUT EA 6,000.0000 30,000.00 5.000 30,000.00 75 CLASS 2 AGGREGATE BASE M3 90.0000 138,600.00 1,532.000 137,880.00 76 ASPHALT CONCRETE (TYPE A) TONN 100.0000 359,000.00 2,798.850 279,885.00 PROGRAM CAS145 PAGE 4 DATE 06/13/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 07:38 AM ESTIMATE NO. 26 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 06/20/08 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 06/13/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,500.00 150.000 1,500.00 78 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 15,600.00 1,236.900 12,369.00 79 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 1,400.00 139.600 1,396.00 80 CONCRETE BACKFILL M3 600.0000 96,000.00 160.700 96,420.00 (RAPID STRENGTH CONCRETE) 81 STRUCTURAL CONCRETE, RETAINING WALL M3 3,000.0000 183,000.00 61.000 183,000.00 F) 82 STRUCTURE CONCRETE (PUMPING PLANT) M3 4,000.0000 984,000.00 246.000 984,000.00 F) 83 MINOR CONCRETE (MINOR STRUCTURE) M3 700.0000 206,500.00 288.670 202,069.00 F) 84 MINOR CONCRETE (BACKFILL) M3 400.0000 20,000.00 77.070 30,828.00 85 WATERSTOP (BENTONITE) M 60.0000 7,200.00 120.000 7,200.00 86 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 6,062.50 2,425.000 6,062.50 SF) 87 BAR REINFORCING STEEL KG 2.5000 54,800.00 21,920.000 54,800.00 SF)(EPOXY COATED, PUMPING PLANT) 88 450 MM ALTERNATIVE PIPE CULVERT M 330.0000 141,900.00 550.300 181,599.00 89 600 MM ALTERNATIVE PIPE CULVERT M 340.0000 741,200.00 1,953.200 664,088.00 90 750 MM ALTERNATIVE PIPE CULVERT M 350.0000 28,000.00 92.600 32,410.00 91 900 MM ALTERNATIVE PIPE CULVERT M 800.0000 8,800.00 11.000 8,800.00 92 150 MM CORRUGATED HIGH DENSITY M 160.0000 8,000.00 30.000 4,800.00 POLYETHYLENE PIPE 93 750 MM REINFORCED CONCRETE PIPE CASING M 660.0000 60,060.00 86.000 56,760.00 (CLASS IV) 94 2400 MM REINFORCED CONCRETE PIPE 65 D M 2,000.0000 56,000.00 28.000 56,000.00 (CLASS III) 95 JACKED 750 MM WELDED STEEL PIPE M 4,000.0000 80,000.00 51.000 204,000.00 96 150 MM PERFORATED PLASTIC PIPE M 40.0000 35,200.00 880.000 35,200.00 UNDERDRAIN 97 150 MM NON-PERFORATED PLASTIC PIPE M 40.0000 5,600.00 173.000 6,920.00 UNDERDRAIN 98 200 MM NON-PERFORATED PLASTIC PIPE M 80.0000 4,400.00 55.000 4,400.00 UNDERDRAIN 99 GEOCOMPOSITE DRAIN M2 22.0000 144,760.00 6,580.000 144,760.00 00 80 MM PLASTIC PIPE (EDGE DRAIN) M 80.0000 800.00 10.000 800.00 01 900 MM CORRUGATED STEEL PIPE INLET EA 4,000.0000 4,000.00 1.000 4,000.00 (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 4.000 8,000.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 5 DATE 06/13/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 07:38 AM ESTIMATE NO. 26 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 06/20/08 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 06/13/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 154,000.00 935.010 187,002.00 05 300 MM DUCTILE IRON PIPE M 230.0000 181,700.00 798.550 183,666.50 06 450 MM DUCTILE IRON PIPE M 230.0000 108,100.00 532.670 122,514.10 07 450 MM ALTERNATIVE FLARED END SECTION EA 2,000.0000 2,000.00 1.000 2,000.00 08 600 MM ALTERNATIVE FLARED END SECTION EA 2,000.0000 6,000.00 3.000 6,000.00 09 300 MM AUTOMATIC DRAINAGE GATE EA 1,500.0000 3,000.00 2.000 3,000.00 10 450 MM AUT0MATIC DRAINAGE GATE EA 2,500.0000 12,500.00 3.000 7,500.00 11 600 MM AUTOMATIC DRAINAGE GATE EA 5,000.0000 15,000.00 3.000 15,000.00 12 FORCE MAINE CLEANOUT EA 2,400.0000 52,800.00 22.000 52,800.00 13 BLOWOFF ASSEMBLY EA 4,000.0000 20,000.00 7.000 28,000.00 14 AIR AND VACUUM RELEASE VALVE EA 3,800.0000 22,800.00 7.000 26,600.00 15 900 MM CONCRETE PIPE INLET EA 2,000.0000 4,000.00 2.000 4,000.00 16 ROCK SLOPE PROTECTION M3 150.0000 7,050.00 10.020 1,503.00 (BACKING NO. 1, METHOD B) 17 ROCK SLOPE PROTECTION M3 140.0000 2,800.00 20.000 2,800.00 (BACKING NO. 3, METHOD B) 18 ROCK SLOPE PROTECTION FABRIC M2 10.0000 1,700.00 68.000 680.00 19 MINOR CONCRETE (MISCELLANEOUS M3 2,000.0000 360,000.00 190.940 381,880.00 CONSTRUCTION) 20 DRAINAGE PUMPING EQUIPMENT LS 1500,000.0000 1,500,000.00 1.000 1,500,000.00 S) 21 PUMPING PLANT ELECTRICAL EQUIPMENT LS 300,000.0000 300,000.00 1.000 300,000.00 S) 22 MISCELLANEOUS IRON AND STEEL KG 10.0000 171,760.00 16,436.000 164,360.00 SF) 23 PUMPING PLANT METAL WORK KG 10.0000 37,280.00 3,728.000 37,280.00 SF) 24 CHAIN LINK FENCE (TYPE CL-1.8) M 60.0000 3,300.00 55.000 3,300.00 S) 25 CHAIN LINK FENCE M 70.0000 12,600.00 171.000 11,970.00 S) (TYPE CL-1.2, BLACK VINYL CLAD) 26 CHAIN LINK FENCE M 80.0000 7,280.00 83.000 6,640.00 S) (TYPE CL-1.8, GREEN VINYL CLAD) 27 CHAIN LINK FENCE M 80.0000 14,400.00 432.300 34,584.00 S) (TYPE CL-1.2, GREEN VINYL CLAD) 28 3.7 M CHAIN LINK GATE EA 1,400.0000 2,800.00 2.000 2,800.00 S) (TYPE CL-1.8, GREEN VINYL CLAD) 29 GUARD RAILING DELINEATOR EA 30.0000 1,020.00 40.000 1,200.00 S) (CLASS 1, TYPE F) 30 OBJECT MARKER (TYPE L-1) EA 50.0000 300.00 5.000 250.00 S) PROGRAM CAS145 PAGE 6 DATE 06/13/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 07:38 AM ESTIMATE NO. 26 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 06/20/08 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 06/13/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 31,500.00 265.100 39,765.00 S) 32 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 3,000.00 5.000 2,500.00 S) 33 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,000.0000 6,000.00 5.000 5,000.00 S) 34 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.950 4,750.00 S) 35 ELECTRIC SERVICE (PUMP STATION) LS 270,000.0000 270,000.00 1.000 270,000.00 S) PROGRAM CAS145 PAGE 7 DATE 06/13/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 07:38 AM ESTIMATE NO. 26 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 06/20/08 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 06/13/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,150.00 12,076,809.38 ADJUSTMENT OF COMPENSATION 0.00 410,497.89 EXTRA WORK 19,387.63 2,618,610.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 23,537.63 15,105,917.76 36 MOBILIZATION LS 1200,000.0000 1,200,000.00 1.000 1,200,000.00 ORIGINAL CONTRACT AMOUNT 12,864,662.50 TOTAL WORK COMPLETED 23,537.63 16,305,917.76 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 23,537.63 16,305,917.76 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 04/03/06 508 04/18/06 04/18/06 12/20/09 258 39 120 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY DUNCAN RICHARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 06/13/08