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 05/21/09 EST. NO.18 TIME 04:32 PM R.E. NAME: BROWN, KARL 01-345404 --------------------------------------------------------------------------- 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 0023 5,588.73 E.W. @ U.P (+) 043009 N 23 0 023 0004 2,647.21 E.W. @ F.A.(+) 112408 N 4 0 8,235.94 TOTAL THIS ESTIMATE 967,221.93 TOTAL PREVIOUS ESTIMATE 975,457.87 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 05/21/09 EST. NO.18 TIME 04:32 PM R.E. NAME: BROWN, KARL 01-345404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM NON COMPLIANCE -50,000.00 08 RELEASE CPM DEDUCTIO 50,000.00 09 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR 10/07 -1,000.00 02 REC'D 10/07 PAYROLL 1,000.00 03 PER LTR 08/08 -3,000.00 10 PER LTR DATED 09/08 -6,000.00 11 PER LTR 10/08 -3,000.00 12 RTN 9/08 DEDUCT 6,000.00 12 RTN 10/08 DEDUCT 3,000.00 17 0.00 -3,000.00 TOTAL DEDUCTIONS 0.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-345404 TIME 04:32 PM ESTIMATE NO. 18 BID OPENING 04/17/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 05/21/09 LOCATION PROGRESS ESTIMATE 01-DN-101-43.6/45.8 ----------------- TIDEWATER CONTRACTORS INC IN DEL NORTE COUNTY NEAR SMITH P O BOX 1956 RIVER FROM 6.4 KM NORTH OF ROWDY BROOKINGS OR 97415 CREEK BRIDGE TO 1.0 KM SOUTH OF OREGON STATE LINE FED. AID NO. ACST-Q101(126)E ,PH-Q101(126)E SHOULDER WIDENING AND LEFT TURN ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 220,000.00 199.000 199,000.00 03 TEMPORARY FENCE (TYPE ESA) M 9.0000 9,900.00 935.000 8,415.00 04 CONSTRUCTION SITE MANAGEMENT LS 35,000.0000 35,000.00 0.960 33,600.00 05 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.800 3,200.00 PREVENTION PLAN 06 TEMPORARY EROSION CONTROL M2 0.7300 14,600.00 9,780.000 7,139.40 07 TEMPORARY FIBER ROLL M 16.0000 19,840.00 914.000 14,624.00 08 TEMPORARY SILT FENCE M 12.0000 2,640.00 418.000 5,016.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 600.0000 1,800.00 2.000 1,200.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 1,500.00 0.000 0.00 11 TEMPORARY COVER M2 3.0000 1,110.00 365.000 1,095.00 12 TEMPORARY CHECK DAM M 100.0000 1,700.00 70.200 7,020.00 13 MOVE-IN/MOVE-OUT EA 1,650.0000 9,900.00 1.000 1,650.00 (TEMPORARY EROSION CONTROL) 14 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 3,000.00 3.000 900.00 15 STREET SWEEPING LS 10,000.0000 10,000.00 0.790 7,900.00 16 CONSTRUCTION AREA SIGNS LS 6,500.0000 6,500.00 0.790 5,135.00 S) 17 TRAFFIC CONTROL SYSTEM LS 220,000.0000 220,000.00 0.810 178,200.00 S) 18 TYPE III BARRICADE EA 200.0000 1,200.00 6.000 1,200.00 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.9500 16,815.00 11,337.000 10,770.15 20 FLASHING BEACON (PORTABLE) EA 550.0000 1,100.00 2.000 1,100.00 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 24,000.00 1.980 11,880.00 S) 22 TEMPORARY RAILING (TYPE K) M 150.0000 25,500.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-345404 TIME 04:32 PM ESTIMATE NO. 18 BID OPENING 04/17/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 12,000.0000 24,000.00 0.000 0.00 24 ABANDON CULVERT EA 800.0000 1,600.00 1.000 800.00 25 ABANDON WATER WELL EA 2,000.0000 2,000.00 0.000 0.00 S) 26 REMOVE FLARED END SECTION EA 200.0000 3,800.00 17.000 3,400.00 27 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 40.0000 3,200.00 0.000 0.00 28 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 120.0000 5,400.00 0.000 0.00 29 REMOVE ASPHALT CONCRETE DIKE M 9.0000 5,580.00 0.000 0.00 30 REMOVE OVERSIDE DRAIN EA 500.0000 500.00 1.000 500.00 31 REMOVE CULVERT EA 1,000.0000 29,000.00 1.000 1,000.00 30.000 30,000.00 32 REMOVE PIPELINER EA 1,200.0000 1,200.00 0.000 0.00 33 REMOVE INLET EA 500.0000 1,500.00 2.000 1,000.00 3.000 1,500.00 34 REMOVE HEADWALL EA 1,000.0000 2,000.00 3.000 3,000.00 35 REMOVE DOWNDRAIN EA 1,000.0000 1,000.00 1.000 1,000.00 36 RECONSTRUCT TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000.00 37 RECONSTRUCT METAL BEAM GUARD RAILING M 95.0000 1,140.00 12.000 1,140.00 12.000 1,140.00 38 REPLACE MAILBOX EA 375.0000 12,750.00 28.000 10,500.00 39 RESET MARKER EA 40.0000 3,120.00 0.000 0.00 40 RESET ROADSIDE SIGN (ONE POST) EA 250.0000 750.00 0.000 0.00 41 RESET ROADSIDE SIGN (TWO POST) EA 475.0000 950.00 0.000 0.00 42 RELOCATE ROADSIDE SIGN-ONE POST EA 400.0000 800.00 0.000 0.00 43 450 MM PLASTIC PIPELINER M 700.0000 18,200.00 0.000 0.00 44 800 MM PLASTIC PIPELINER M 900.0000 35,100.00 0.000 0.00 45 900 MM PLASTIC PIPELINER M 900.0000 25,200.00 0.000 0.00 46 1200 MM PLASTIC PIPELINER M 1,000.0000 39,000.00 0.000 0.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.0000 50,400.00 5,410.000 43,280.00 S) 48 REMOVE CONCRETE M3 140.0000 1,960.00 13.500 1,890.00 49 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.960 48,000.00 PROGRAM CAS145 PAGE 3 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-345404 TIME 04:32 PM ESTIMATE NO. 18 BID OPENING 04/17/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADWAY EXCAVATION M3 27.0000 788,400.00 27,550.000 743,850.00 51 LEAD COMPLIANCE PLAN LS 7,000.0000 7,000.00 1.000 7,000.00 52 SAND BACKFILL M3 145.0000 5,655.00 9.000 1,305.00 53 DITCH EXCAVATION M3 60.0000 1,200.00 20.000 1,200.00 54 IMPORTED MATERIAL (SHOULDER BACKING) TONN 43.0000 27,090.00 42.100 1,810.30 55 DUFF M2 6.0000 18,420.00 3,016.000 18,096.00 56 STRAW (EROSION CONTROL) TONN 600.0000 7,800.00 8.910 5,346.00 S) 57 FIBER (EROSION CONTROL) KG 0.7500 5,760.00 5,342.000 4,006.50 S) 58 COMPOST (EROSION CONTROL) M3 400.0000 3,600.00 6.270 2,508.00 S) 59 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,650.0000 9,900.00 3.000 4,950.00 S) 60 PURE LIVE SEED (EROSION CONTROL) KG 30.0000 14,400.00 332.800 9,984.00 S) 61 STABILIZING EMULSION (EROSION CONTROL) KG 1.3000 520.00 278.000 361.40 S) 62 CLASS 2 AGGREGATE BASE M3 40.0000 398,000.00 8,528.000 341,120.00 63 ASPHALT CONCRETE (TYPE A) TONN 86.0000 1,599,600.00 12,883.146 1,107,950.56 64 ASPHALT CONCRETE (OPEN GRADED) TONN 85.0000 454,750.00 0.000 0.00 (19 MM MAXIMUM GRADING) 65 ASPHALT CONCRETE (OPEN GRADED) TONN 125.0000 53,750.00 0.000 0.00 (12.5 MM MAXIMUM GRADING) 66 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 11.0000 14,850.00 0.000 0.00 67 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 11.0000 154.00 0.000 0.00 68 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 11.0000 5,390.00 0.000 0.00 69 CLASS 2 CONCRETE M3 1,500.0000 72,000.00 48.000 72,000.00 F) 70 MINOR CONCRETE (MINOR STRUCTURE) M3 1,175.0000 24,675.00 17.600 20,680.00 F) 71 MINOR CONCRETE (BACKFILL) M3 155.0000 5,270.00 61.800 9,579.00 72 BAR REINFORCING STEEL KG 5.0000 15,400.00 3,080.000 15,400.00 SF) 73 ROADSIDE SIGN - ONE POST EA 400.0000 800.00 0.000 0.00 74 450 MM ALTERNATIVE PIPE CULVERT M 345.0000 100,050.00 85.350 29,445.75 337.350 116,385.75 75 600 MM ALTERNATIVE PIPE CULVERT M 375.0000 56,250.00 148.500 55,687.50 76 750 MM ALTERNATIVE PIPE CULVERT M 405.0000 5,670.00 14.000 5,670.00 PROGRAM CAS145 PAGE 4 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-345404 TIME 04:32 PM ESTIMATE NO. 18 BID OPENING 04/17/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 900 MM ALTERNATIVE PIPE CULVERT M 575.0000 63,250.00 107.800 61,985.00 78 450 MM PLASTIC PIPE M 350.0000 17,850.00 51.000 17,850.00 79 900 MM REINFORCED CONCRETE PIPE M 900.0000 9,900.00 10.100 9,090.00 80 1050 MM BITUMINOUS COATED CORRUGATED M 700.0000 16,100.00 0.000 0.00 STEEL PIPE (2.77 MM THICK) 81 1650 MM BITUMINOUS COATED CORRUGATED M 1,000.0000 17,000.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 82 450 MM BITUMINOUS COATED CORRUGATED M 300.0000 2,700.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 83 450 MM BITUMINOUS COATED STEEL EA 350.0000 350.00 0.000 0.00 FLARED END SECTION 84 1050 MM BITUMINOUS COATED STEEL EA 1,200.0000 2,400.00 0.000 0.00 FLARED END SECTION 85 1650 MM BITUMINOUS COATED STEEL FLARED EA 2,600.0000 2,600.00 0.000 0.00 END SECTION 86 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 7,800.00 1.000 300.00 26.000 7,800.00 87 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 4,200.00 12.000 4,200.00 88 750 MM ALTERNATIVE FLARED END SECTION EA 450.0000 900.00 2.000 900.00 89 900 MM ALTERNATIVE FLARED END SECTION EA 500.0000 2,500.00 3.000 1,500.00 90 900 MM PRECAST CONCRETE PIPE INLET M 700.0000 4,900.00 2.050 1,435.00 7.380 5,166.00 91 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 100.0000 5,300.00 34.300 3,430.00 92 ROCK SLOPE PROTECTION FABRIC M2 4.0000 276.00 35.100 140.40 93 MISCELLANEOUS IRON AND STEEL KG 6.0000 4,182.00 599.000 3,594.00 SF) 94 DELINEATOR (CLASS 2) EA 52.0000 2,236.00 0.000 0.00 95 MILEPOST MARKER EA 55.0000 55.00 0.000 0.00 96 MARKER (CULVERT) EA 55.0000 110.00 0.000 0.00 97 CABLE RAILING M 275.0000 6,050.00 0.000 0.00 98 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 7,650.00 0.000 0.00 S) 99 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 30,600.00 0.000 0.00 S) 00 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 800.00 0.000 0.00 S) 01 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 7,395.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 02 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 8,400.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-345404 TIME 04:32 PM ESTIMATE NO. 18 BID OPENING 04/17/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 36,320.75 3,306,599.96 ADJUSTMENT OF COMPENSATION 0.00 50,203.47 EXTRA WORK 8,235.94 925,254.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 44,556.69 4,282,057.83 03 MOBILIZATION LS 500,000.0000 500,000.00 1.000 500,000.00 ORIGINAL CONTRACT AMOUNT 5,389,113.00 TOTAL WORK COMPLETED 44,556.69 4,782,057.83 MATERIALS ON HAND ON SITE 27,094.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -3,000.00 TOTAL 44,556.69 4,806,151.83 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 10,000.00 15,000.00 5,000.00 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 05/11/07 220 08/24/07 07/20/07 10/01/09 177 278 22 0 78% 73% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/08/08. BROWN, KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 05/21/09