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 04/22/11 EST. NO.19 TIME 05:56 AM R.E. NAME: OSCAR SHERRILL 06-342514 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 015 0027 4,021.72 E.W. @ F.A.(+) 031010 N 0117.1 0028 3,591.38 021210 N 0068.2 7,613.10 TOTAL THIS ESTIMATE 282,133.82 TOTAL PREVIOUS ESTIMATE 289,746.92 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 04/22/11 EST. NO.19 TIME 05:56 AM R.E. NAME: OSCAR SHERRILL 06-342514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OD COMPLIANCE -1,200.00 12 CLASS 2 AGGREGRATE -3,300.00 19 -3,300.00 -4,500.00 LABOR COMPLIANCE VIOLATION MISS PYRL -4,000.00 12 RECD PYRL #12 4,000.00 13 0.00 0.00 TOTAL DEDUCTIONS -3,300.00 -4,500.00 PROGRAM CAS145 PAGE 1 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342514 TIME 05:56 AM ESTIMATE NO. 19 BID OPENING 08/12/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 04/22/11 LOCATION PROGRESS ESTIMATE 06-FRE-180-R66.1/72.3 ----------------- TEICHERT CONSTRUCTION IN FRESNO COUNTY EAST OF THE CITY P O BOX 520 OF FRESNO FROM 0.8 KILOMETER EAST FOWLER CA 93625-0520 OF TEMPERANCE AVE TO QUALITY AVE FED. AID NO. ARRA-P180(53)E ,L-P180(53)E CONSTRUCT 4 LANES CONCRETE PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.250 2,500.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 3.000 750.00 03 TIME-RELATED OVERHEAD WDAY 1,000.0000 260,000.00 5.000 5,000.00 159.000 159,000.00 04 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.019 285.00 0.612 9,180.00 05 PREPARE STORM WATER POLLUTION LS 1,200.0000 1,200.00 0.500 600.00 PREVENTION PLAN 06 TEMPORARY SILT FENCE M 3.0000 60,000.00 0.000 0.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 500.0000 5,000.00 4.000 2,000.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 20,000.00 3.000 6,000.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 13,500.00 31.000 7,750.00 10 STREET SWEEPING LS 40,000.0000 40,000.00 0.019 760.00 0.612 24,480.00 11 CONSTRUCTION AREA SIGNS LS 28,000.0000 28,000.00 0.750 21,000.00 12 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.019 2,280.00 0.612 73,440.00 13 TYPE III BARRICADE EA 40.0000 25,600.00 -101.000 -4,040.00 218.000 8,720.00 14 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 3,750.00 72.000 1,800.00 15 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 40,000.0000 40,000.00 0.370 14,800.00 16 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.440 17,600.00 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.019 95.00 0.612 3,060.00 18 TEMPORARY RAILING (TYPE K) M 25.0000 25,000.00 42.700 1,067.50 19 TEMPORARY CRASH CUSHION MODULE EA 90.0000 10,800.00 33.000 2,970.00 20 ABANDON WATER WELL EA 5,500.0000 66,000.00 15.000 82,500.00 21 REMOVE IRRIGATION CONTROL STRUCTURE EA 1,000.0000 4,000.00 4.000 4,000.00 22 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.0000 18,200.00 12.000 12.00 PROGRAM CAS145 PAGE 2 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342514 TIME 05:56 AM ESTIMATE NO. 19 BID OPENING 08/12/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.0000 410.00 779.000 779.00 STRIPE 24 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 9,490.00 409.000 409.00 25 REMOVE PAINTED PAVEMENT MARKING M2 20.0000 6,000.00 0.000 0.00 26 REMOVE PAVEMENT MARKING M2 20.0000 480.00 11.700 234.00 27 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0000 500.00 320.000 320.00 28 REMOVE PAVEMENT MARKER EA 1.0000 2,650.00 268.000 268.00 29 REMOVE ROADSIDE SIGN EA 75.0000 750.00 0.000 0.00 30 REMOVE CULVERT M 28.0000 53,480.00 4,888.500 136,878.00 31 REMOVE STANDPIPE EA 500.0000 6,000.00 11.000 5,500.00 32 REMOVE HEADWALL EA 400.0000 6,400.00 12.000 4,800.00 33 RESET MAILBOX EA 300.0000 9,300.00 0.000 0.00 34 RELOCATE ROADSIDE SIGN EA 150.0000 1,200.00 8.000 1,200.00 35 REMOVE CONCRETE (CHANNEL) M3 140.0000 1,960.00 14.000 1,960.00 36 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000.00 37 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.749 18,725.00 38 ROADWAY EXCAVATION M3 10.0000 1,362,000.00 82,359.870 823,598.70 39 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 40 CONCRETE BACKFILL M3 230.0000 27,600.00 18.000 4,140.00 41 IMPORTED BORROW M3 8.0000 2,024,000.00 284,289.680 2,274,317.44 42 IMPORTED MATERIAL (SHOULDER BACKING) TONN 58.0000 870.00 3.000 174.00 43 EROSION CONTROL (DRILL SEED) HA 5,300.0000 121,900.00 0.000 0.00 44 EROSION CONTROL (TYPE D) HA 6,000.0000 156,000.00 15.000 90,000.00 45 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,500.00 2.000 1,000.00 46 TRANSPLANT PALM TREE EA 6,500.0000 123,500.00 0.000 0.00 47 200 MM CORRUGATED HIGH DENSITY M 87.0000 696.00 8.000 696.00 POLYETHYLENE PIPE CONDUIT 48 CLASS 2 AGGREGATE SUBBASE M3 9.0000 396,900.00 4,302.120 38,719.08 35,908.650 323,177.85 49 CLASS 2 AGGREGATE BASE M3 32.0000 1,452,800.00 154.100 4,931.20 30,072.030 962,304.96 PROGRAM CAS145 PAGE 3 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342514 TIME 05:56 AM ESTIMATE NO. 19 BID OPENING 08/12/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 LEAN CONCRETE BASE M3 68.0000 2,019,600.00 14,644.110 995,799.48 51 HOT MIX ASPHALT TONN 88.0000 4,294,400.00 31,432.960 2,766,100.48 52 DATA CORE LS 120,000.0000 120,000.00 1.000 120,000.00 53 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 5.0000 3,050.00 291.000 1,455.00 54 PLACE HOT MIX ASPHALT M2 20.0000 36,000.00 308.850 6,177.00 (MISCELLANEOUS AREA) 55 TACK COAT TONN 600.0000 25,200.00 24.110 14,466.00 56 CONCRETE PAVEMENT M3 105.0000 6,615,000.00 31,274.490 3,283,821.45 57 SHOULDER RUMBLE STRIP STA 80.0000 30,400.00 148.000 11,840.00 (PCC, GROUND-IN INDENTATIONS) 58 SEAL PAVEMENT JOINT M 10.0000 1,250,000.00 62,500.000 625,000.00 59 CLASS I CONCRETE (MINOR STRUCTURE) M3 2,500.0000 17,500.00 0.000 0.00 F) 60 MINOR CONCRETE (MINOR STRUCTURE) M3 1,550.0000 96,100.00 45.980 71,269.00 F) 61 SHOTCRETE M3 1,500.0000 19,500.00 17.610 26,415.00 62 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 83,040.00 6,920.000 83,040.00 F) 63 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 6,920.00 6,920.000 6,920.00 F) 64 FURNISH SINGLE SHEET ALUMINUM SIGN M2 80.0000 8,800.00 0.270 21.60 48.840 3,907.20 (1.6 MM-UNFRAMED) 65 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 13,500.00 6.740 606.60 28.500 2,565.00 (2.0 MM-UNFRAMED) 66 1524 MM CAST-IN-DRILLED-HOLE M 3,000.0000 21,000.00 7.000 21,000.00 CONCRETE PILE (SIGN FOUNDATION) 67 ROADSIDE SIGN - ONE POST EA 200.0000 42,000.00 43.000 8,600.00 68 ROADSIDE SIGN - TWO POST EA 90.0000 1,170.00 3.000 270.00 69 600 MM ALTERNATIVE PIPE CULVERT M 115.0000 180,550.00 52.700 6,060.50 1,322.200 152,053.00 70 750 MM ALTERNATIVE PIPE CULVERT M 150.0000 139,500.00 812.700 121,905.00 71 600 MM REINFORCED CONCRETE PIPE M 145.0000 18,850.00 102.700 14,891.50 72 750 MM REINFORCED CONCRETE PIPE M 200.0000 6,000.00 79.000 15,800.00 73 200 MM REINFORCED CONCRETE PIPE (RUBBER M 120.0000 840.00 0.000 0.00 GASKET JOINT) 74 300 MM REINFORCED CONCRETE PIPE (RUBBER M 120.0000 12,000.00 37.410 4,489.20 GASKET JOINT) 75 350 MM REINFORCED CONCRETE PIPE (RUBBER M 105.0000 5,145.00 0.000 0.00 GASKET JOINT) 76 450 MM REINFORCED CONCRETE PIPE M 130.0000 58,500.00 381.470 49,591.10 (RUBBER GASKET JOINT) PROGRAM CAS145 PAGE 4 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342514 TIME 05:56 AM ESTIMATE NO. 19 BID OPENING 08/12/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 750 MM REINFORCED CONCRETE PIPE M 225.0000 22,500.00 131.520 29,592.00 (RUBBER GASKET JOINT) 78 1050 MM REINFORCED CONCRETE PIPE M 280.0000 526,400.00 1,786.690 500,273.20 (RUBBER GASKET JOINT) 79 1200 MM REINFORCED CONCRETE PIPE M 475.0000 114,000.00 240.000 114,000.00 (RUBBER GASKET JOINT) 80 500 MM REINFORCED CONCRETE PIPE (RUBBER M 155.0000 29,450.00 0.000 0.00 GASKET JOINT) 81 450 MM REINFORCED CONCRETE PIPE M 140.0000 1,820.00 0.000 0.00 (CLASS V) 82 450 MM ALTERNATIVE FLARED END SECTION EA 950.0000 1,900.00 -2.000 -1,900.00 4.000 3,800.00 83 600 MM ALTERNATIVE FLARED END SECTION EA 760.0000 42,560.00 24.000 18,240.00 84 750 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 37,000.00 17.000 17,000.00 85 TYPE W PRESSURE GATE 200 MM EA 1,400.0000 1,400.00 0.000 0.00 86 TYPE W PRESSURE GATE 300 MM EA 1,850.0000 1,850.00 2.000 3,700.00 87 TYPE W PRESSURE GATE 350 MM EA 1,950.0000 5,850.00 1.000 1,950.00 88 TYPE W PRESSURE GATE 400 MM EA 2,500.0000 2,500.00 0.000 0.00 89 TYPE W PRESSURE GATE 450 MM EA 2,500.0000 7,500.00 -1.000 -2,500.00 9.000 22,500.00 90 TYPE 101C PRESSURE GATE 900 MM EA 3,800.0000 15,200.00 4.000 15,200.00 91 TYPE 101C PRESSURE GATE 1050 MM EA 5,600.0000 5,600.00 2.000 11,200.00 92 TRASHRACK EA 2,800.0000 8,400.00 1.000 2,800.00 3.000 8,400.00 93 AIR VENT EA 2,300.0000 25,300.00 20.000 46,000.00 94 1500 MM STANDPIPE M 1,700.0000 25,500.00 14.112 23,990.40 95 1800 MM STANDPIPE M 2,050.0000 34,850.00 23.380 47,929.00 96 ROCK SLOPE PROTECTION M3 155.0000 65,100.00 208.900 32,379.50 (BACKING NO. 2, METHOD B) 97 ROCK SLOPE PROTECTION FABRIC M2 5.0000 6,900.00 741.430 3,707.15 98 MINOR CONCRETE (CURB) M3 1,200.0000 34,800.00 22.435 26,922.00 99 MINOR CONCRETE (DRIVEWAY) M3 520.0000 6,240.00 0.000 0.00 00 MINOR CONCRETE (GUTTER) M3 550.0000 3,300.00 5.480 3,014.00 01 MINOR CONCRETE (CURB RAMP) M3 480.0000 24,960.00 11.420 5,481.60 02 MISCELLANEOUS IRON AND STEEL KG 2.5000 19,240.00 5,920.000 14,800.00 F) 03 CHAIN LINK FENCE (TYPE CL-1.8) M 20.0000 382,000.00 9,051.000 181,020.00 PROGRAM CAS145 PAGE 5 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342514 TIME 05:56 AM ESTIMATE NO. 19 BID OPENING 08/12/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 SURVEY MONUMENT (TYPE B) EA 250.0000 22,750.00 0.000 0.00 05 DELINEATOR (CLASS 1) EA 27.0000 7,290.00 0.000 0.00 06 OBJECT MARKER (TYPE K) EA 30.0000 570.00 0.000 0.00 07 METAL BEAM GUARD RAILING (STEEL POST) M 95.0000 3,990.00 45.710 4,342.45 08 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 3,000.00 3.000 1,800.00 09 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 2,500.00 1.000 2,500.00 10 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 8,800.00 2.000 4,400.00 11 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 54,720.00 1,109.540 35,505.28 12 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 83,400.00 67,587.500 67,587.50 13 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 18,820.00 6,944.300 13,888.60 14 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 96.00 55.400 33.24 (BROKEN 1.83 M - 0.30 M) 15 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 264.00 167.000 100.20 (BROKEN 3.66 M - 0.92 M) 16 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 12,240.00 11,101.300 6,660.78 (BROKEN 10.98 M - 3.66 M) 17 PAINT TRAFFIC STRIPE (2-COAT) M 0.3500 7,525.00 22,350.200 7,822.57 18 PAINT PAVEMENT MARKING (2-COAT) M2 30.0000 9,600.00 142.570 4,277.10 19 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 22,350.00 3,752.000 9,380.00 20 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 21 SIGNAL AND LIGHTING (LOCATION 1) LS 290,000.0000 290,000.00 0.570 165,300.00 22 SIGNAL AND LIGHTING (LOCATION 2) LS 170,000.0000 170,000.00 0.700 119,000.00 23 SIGNAL AND LIGHTING (LOCATION 3) LS 175,000.0000 175,000.00 0.770 134,750.00 24 SIGNAL AND LIGHTING (LOCATION 4) LS 175,000.0000 175,000.00 0.670 117,250.00 25 SIGNAL AND LIGHTING (LOCATION 5) LS 250,000.0000 250,000.00 0.680 170,000.00 26 LIGHTING (PARKING LOT) LS 30,000.0000 30,000.00 0.906 27,180.00 27 HIGHWAY LIGHTING (LOCATION 1) LS 55,000.0000 55,000.00 0.690 37,950.00 28 HIGHWAY LIGHTING (LOCATION 2) LS 39,000.0000 39,000.00 0.590 23,010.00 29 HIGHWAY LIGHTING (LOCATION 3) LS 42,000.0000 42,000.00 0.750 31,500.00 30 HIGHWAY LIGHTING (LOCATION 4) LS 41,000.0000 41,000.00 0.740 30,340.00 PROGRAM CAS145 PAGE 6 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342514 TIME 05:56 AM ESTIMATE NO. 19 BID OPENING 08/12/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CHANGEABLE MESSAGE SIGN SYSTEM LS 15,000.0000 15,000.00 0.760 11,400.00 32 TRAFFIC MONITORING STATION (LOCATION 1) LS 17,000.0000 17,000.00 0.500 8,500.00 33 TRAFFIC MONITORING STATION (LOCATION 2) LS 36,000.0000 36,000.00 0.730 26,280.00 34 REMOVE EXISTING SIGNAL SYSTEM (LOCATION LS 2,000.0000 2,000.00 0.500 1,000.00 1) 35 REMOVE EXISTING SIGNAL SYSTEM (LOCATION LS 2,000.0000 2,000.00 0.500 1,000.00 2) 36 REMOVE EXISTING HIGHWAY LIGHTING LS 850.0000 850.00 0.500 425.00 37 BICYCLE PARKING RACK LS 1,200.0000 1,200.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342514 TIME 05:56 AM ESTIMATE NO. 19 BID OPENING 08/12/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 53,118.98 15,900,368.43 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 7,613.10 289,746.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 60,732.08 16,190,115.35 38 MOBILIZATION LS 2295,750.0000 2,295,750.00 1.000 2,295,750.00 ORIGINAL CONTRACT AMOUNT 27,283,086.00 TOTAL WORK COMPLETED 60,732.08 18,485,865.35 MATERIALS ON HAND ON SITE 903,038.23 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,300.00 -4,500.00 TOTAL 57,432.08 19,384,403.58 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 09/21/09 260 10/22/09 10/22/09 09/14/11 154 188 0 0 65% 59% PROGRESS IS SATISFACTORY OSCAR SHERRILL RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/11