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 10/20/07 EST. NO.18 TIME 08:14 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 --------------------------------------------------------------------------- 030 0001 150,000.00 E.W. @ L.S.(+) 040107 N 001 0 150,000.00 TOTAL THIS ESTIMATE 2,004,581.84 TOTAL PREVIOUS ESTIMATE 2,154,581.84 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 10/20/07 EST. NO.18 TIME 08:14 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 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 08:14 AM ESTIMATE NO. 18 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 10/20/07 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 10/20/07 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 0.040 80.00 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 0.998 29,940.00 12 NON-STORM WATER DISCHARGES LS 50,000.0000 50,000.00 0.100 5,000.00 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 14.000 28,000.00 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 0.930 13,950.00 S) 20 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 0.970 67,900.00 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 4,550.00 58.000 2,900.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 80,000.00 8.000 80,000.00 S) PROGRAM CAS145 PAGE 2 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 08:14 AM ESTIMATE NO. 18 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 10/20/07 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,528.170 152,817.00 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 72.100 4,326.00 108.800 6,528.00 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 1.000 900.00 6.000 5,400.00 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 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 80.000 8,000.00 37 CAP INLET EA 1,500.0000 1,500.00 1.000 1,500.00 2.000 3,000.00 38 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.900 18,000.00 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 47.300 16,555.00 260.000 91,000.00 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 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 08:14 AM ESTIMATE NO. 18 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 10/20/07 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 25,600.00 130.200 13,020.00 255.990 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 0.060 6,000.00 S) 57 IMPORTED SOIL MEDIA M3 20.0000 101,000.00 1,010.000 20,200.00 5,050.000 101,000.00 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 1,704.000 17,040.00 3,184.000 31,840.00 S) 60 STRAW (EROSION CONTROL) TONN 200.0000 1,200.00 0.190 38.00 4.190 838.00 S) 61 TURF REINFORCEMENT MAT (EROSION CONTROL) M2 20.0000 17,000.00 506.000 10,120.00 873.000 17,460.00 S) 62 FIBER (EROSION CONTROL) KG 5.0000 5,850.00 63.000 315.00 903.000 4,515.00 S) 63 FIBER ROLLS M 20.0000 25,400.00 415.000 8,300.00 2,026.520 40,530.40 S) 64 COMPOST (EROSION CONTROL) M3 100.0000 800.00 0.360 36.00 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 1.000 2,000.00 4.000 8,000.00 S) 67 PURE LIVE SEED (TYPE 1) KG 20.0000 1,800.00 3.300 66.00 72.100 1,442.00 S) 68 PURE LIVE SEED (TYPE 2) KG 30.0000 150.00 1.500 45.00 5.900 177.00 S) 69 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 1,300.00 16.000 80.00 201.800 1,009.00 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 1,236.000 24,720.00 1,236.000 24,720.00 S) 72 IRRIGATION SYSTEM LS 160,000.0000 160,000.00 0.700 112,000.00 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 64.100 6,410.00 2,798.850 279,885.00 PROGRAM CAS145 PAGE 4 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 08:14 AM ESTIMATE NO. 18 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 10/20/07 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 56.400 564.00 112.600 1,126.00 78 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 15,600.00 552.300 5,523.00 1,200.900 12,009.00 79 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 1,400.00 68.000 680.00 94.600 946.00 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 1.780 1,246.00 246.750 172,725.00 F) 84 MINOR CONCRETE (BACKFILL) M3 400.0000 20,000.00 20.350 8,140.00 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 30.000 9,900.00 587.800 193,974.00 89 600 MM ALTERNATIVE PIPE CULVERT M 340.0000 741,200.00 128.100 43,554.00 1,669.900 567,766.00 90 750 MM ALTERNATIVE PIPE CULVERT M 350.0000 28,000.00 72.800 25,480.00 92.600 32,410.00 91 900 MM ALTERNATIVE PIPE CULVERT M 800.0000 8,800.00 10.500 8,400.00 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 85.400 56,364.00 (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 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 08:14 AM ESTIMATE NO. 18 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 10/20/07 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 154,000.00 764.810 152,962.00 05 300 MM DUCTILE IRON PIPE M 230.0000 181,700.00 790.000 181,700.00 06 450 MM DUCTILE IRON PIPE M 230.0000 108,100.00 469.970 108,093.10 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 2.000 3,000.00 10 450 MM AUT0MATIC DRAINAGE GATE EA 2,500.0000 12,500.00 3.000 7,500.00 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 6.000 22,800.00 15 900 MM CONCRETE PIPE INLET EA 2,000.0000 4,000.00 1.000 2,000.00 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 30.020 60,040.00 172.260 344,520.00 CONSTRUCTION) 20 DRAINAGE PUMPING EQUIPMENT LS 1500,000.0000 1,500,000.00 0.020 30,000.00 0.960 1,440,000.00 S) 21 PUMPING PLANT ELECTRICAL EQUIPMENT LS 300,000.0000 300,000.00 0.093 27,900.00 0.950 285,000.00 S) 22 MISCELLANEOUS IRON AND STEEL KG 10.0000 171,760.00 639.000 6,390.00 16,896.000 168,960.00 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 0.000 0.00 S) 25 CHAIN LINK FENCE M 70.0000 12,600.00 131.000 9,170.00 171.000 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 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 08:14 AM ESTIMATE NO. 18 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 10/20/07 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.950 4,750.00 S) 35 ELECTRIC SERVICE (PUMP STATION) LS 270,000.0000 270,000.00 0.030 8,100.00 0.950 256,500.00 S) PROGRAM CAS145 PAGE 7 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120J4 TIME 08:14 AM ESTIMATE NO. 18 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 10/20/07 R.E. NAME: DUNCAN RICHARD DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 384,688.00 11,526,629.88 ADJUSTMENT OF COMPENSATION 0.00 122,659.67 EXTRA WORK 150,000.00 2,031,922.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 534,688.00 13,681,211.72 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 534,688.00 14,881,211.72 MATERIALS ON HAND ON SITE 67,500.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 534,688.00 14,948,711.72 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 11/01/07 320 42 82 0 94% 94% PROGRESS IS SATISFACTORY CCO DAYS PENDING DUNCAN RICHARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 10/20/07