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 12/28/09 EST. NO.24 TIME 03:47 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 0026 33,660.95 E.W. @ U.P (+) 101109 N 26 0 0027 1,255.39 090109 N 27 0 0028 3,053.86 092109 N 28 0 0029 8,312.69 111709 N 29 0 0030 3,053.86 092109 N 30 0 0030-1 -3,053.86 092109 N 30 0 DAO CORRECTING ENTRY 003 0001 4,263.62 E.W. @ L.S.(+) 051508 N 0001 0 019 0001 6,575.00 E.W. @ U.P (+) 042009 N 1 0 0002 2,518.48 E.W. @ F.A.(+) 042209 N 2 0 0003 2,373.96 042109 N 3 0 0004 2,287.72 042209 N 4 0 021 0001 7,453.92 E.W. @ F.A.(+) 101508 N 1 0 0002 660.85 101608 N 2 0 023 0007 259.11 E.W. @ F.A.(+) 082208 N 7 0 0008 305.70 082608 N 8 0 0010 2,139.38 100609 N 10 0 0011 880.87 101209 N 11 0 0015 362.95 E.W. @ U.P (+) 100609 N 15 0 0016 538.66 082609 N 16 0 0017 53.38 101209 N 17 0 028 0002 3,957.93 E.W. @ F.A.(+) 081709 N 2 0 0003 5,371.30 081809 N 3 0 0004 4,218.46 081909 N 4 0 0005 3,278.91 082109 N 6 0 0006 3,261.59 082009 N 7 0 0007 2,256.40 082409 N 8 0 0008 6,913.80 082509 N 9 0 031 0001 5,900.00 E.W. @ L.S.(+) 082109 N 1 0 0002 2,500.00 090909 N 2 0 0002-1 -2,500.00 090909 N 2 0 DAO CORRECTING ENTRY 0003 2,120.40 E.W. @ U.P (+) 091009 N 003 0 032 0001 2,209.04 E.W. @ F.A.(+) 102809 N 1 0 0002 1,916.90 102909 N 2 0 0003 524.98 110409 N 3 0 0004 7,611.43 102809 N 4 0 0005 5,235.33 102909 N 5 0 0006 1,262.98 103009 N 6 0 0007 1,581.52 110409 N 7 0 0008 492.29 101609 N 8 0 0010 990.00 102909 N 10 0 0012 721.61 101609 N 12 0 034 0001 -36,384.00 A.C. @ L.S.(-) 121609 N 0001 0 035 0001 1,007.98 A.C. @ L.S.(+) 121609 N 0001 0 101,405.34 TOTAL THIS ESTIMATE 1,175,433.03 TOTAL PREVIOUS ESTIMATE 1,276,838.37 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 12/28/09 EST. NO.24 TIME 03:47 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 ANTI STRIPING AGENT -5,000.00 24 MISSING FNL CEM4401 -10,000.00 24 -15,000.00 -15,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 24 -10,000.00 -10,000.00 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 RETURN 8/08 DEDUCT 3,000.00 23 CERTIFIED PAYROLLS -3,000.00 24 -3,000.00 -3,000.00 TOTAL DEDUCTIONS -28,000.00 -28,000.00 PROGRAM CAS145 PAGE 1 DATE 12/28/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-345404 TIME 03:47 PM ESTIMATE NO. 24 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 11/10/09 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 12/28/09 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 15,000.00 1.000 15,000.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 220,000.00 242.000 242,000.00 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 1.000 35,000.00 05 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 1.000 4,000.00 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 3.000 1,800.00 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 5.000 1,500.00 15 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000.00 16 CONSTRUCTION AREA SIGNS LS 6,500.0000 6,500.00 1.000 6,500.00 S) 17 TRAFFIC CONTROL SYSTEM LS 220,000.0000 220,000.00 1.000 220,000.00 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 4.000 24,000.00 S) 22 TEMPORARY RAILING (TYPE K) M 150.0000 25,500.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 12/28/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-345404 TIME 03:47 PM ESTIMATE NO. 24 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 11/10/09 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 12/28/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 1,600.00 25 ABANDON WATER WELL EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000.00 S) 26 REMOVE FLARED END SECTION EA 200.0000 3,800.00 20.000 4,000.00 27 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 40.0000 3,200.00 46.000 1,840.00 46.000 1,840.00 28 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 120.0000 5,400.00 25.620 3,074.40 25.620 3,074.40 29 REMOVE ASPHALT CONCRETE DIKE M 9.0000 5,580.00 615.000 5,535.00 30 REMOVE OVERSIDE DRAIN EA 500.0000 500.00 1.000 500.00 31 REMOVE CULVERT EA 1,000.0000 29,000.00 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 4.000 2,000.00 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 37 RECONSTRUCT METAL BEAM GUARD RAILING M 95.0000 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 74.000 2,960.00 74.000 2,960.00 40 RESET ROADSIDE SIGN (ONE POST) EA 250.0000 750.00 3.000 750.00 3.000 750.00 41 RESET ROADSIDE SIGN (TWO POST) EA 475.0000 950.00 2.000 950.00 2.000 950.00 42 RELOCATE ROADSIDE SIGN-ONE POST EA 400.0000 800.00 2.000 800.00 2.000 800.00 43 450 MM PLASTIC PIPELINER M 700.0000 18,200.00 25.200 17,640.00 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 28.500 25,650.00 46 1200 MM PLASTIC PIPELINER M 1,000.0000 39,000.00 34.600 34,600.00 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 1.000 50,000.00 PROGRAM CAS145 PAGE 3 DATE 12/28/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-345404 TIME 03:47 PM ESTIMATE NO. 24 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 11/10/09 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 12/28/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,025.000 27,675.00 29,989.000 809,703.00 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 54.840 2,358.12 482.763 20,758.81 55 DUFF M2 6.0000 18,420.00 3,016.000 18,096.00 56 STRAW (EROSION CONTROL) TONN 600.0000 7,800.00 13.380 8,028.00 S) 57 FIBER (EROSION CONTROL) KG 0.7500 5,760.00 6,682.300 5,011.73 S) 58 COMPOST (EROSION CONTROL) M3 400.0000 3,600.00 7.830 3,132.00 S) 59 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,650.0000 9,900.00 4.000 6,600.00 S) 60 PURE LIVE SEED (EROSION CONTROL) KG 30.0000 14,400.00 479.800 14,394.00 S) 61 STABILIZING EMULSION (EROSION CONTROL) KG 1.3000 520.00 417.700 543.01 S) 62 CLASS 2 AGGREGATE BASE M3 40.0000 398,000.00 212.000 8,480.00 9,390.000 375,600.00 63 ASPHALT CONCRETE (TYPE A) TONN 86.0000 1,599,600.00 276.300 23,761.80 16,748.576 1,440,377.54 64 ASPHALT CONCRETE (OPEN GRADED) TONN 85.0000 454,750.00 -19.000 -1,615.00 4,859.070 413,020.95 (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 1,390.600 15,296.60 67 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 11.0000 154.00 80.100 881.10 68 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 11.0000 5,390.00 320.100 3,521.10 69 CLASS 2 CONCRETE M3 1,500.0000 72,000.00 61.200 91,800.00 F) 70 MINOR CONCRETE (MINOR STRUCTURE) M3 1,175.0000 24,675.00 21.000 24,675.00 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 2.000 800.00 2.000 800.00 74 450 MM ALTERNATIVE PIPE CULVERT M 345.0000 100,050.00 340.350 117,420.75 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 12/28/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-345404 TIME 03:47 PM ESTIMATE NO. 24 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 11/10/09 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 12/28/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 5.000 2,500.00 90 900 MM PRECAST CONCRETE PIPE INLET M 700.0000 4,900.00 7.380 5,166.00 91 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 100.0000 5,300.00 5.800 580.00 70.600 7,060.00 92 ROCK SLOPE PROTECTION FABRIC M2 4.0000 276.00 16.000 64.00 90.400 361.60 93 MISCELLANEOUS IRON AND STEEL KG 6.0000 4,182.00 697.000 4,182.00 SF) 94 DELINEATOR (CLASS 2) EA 52.0000 2,236.00 43.000 2,236.00 95 MILEPOST MARKER EA 55.0000 55.00 1.000 55.00 96 MARKER (CULVERT) EA 55.0000 110.00 2.000 110.00 2.000 110.00 97 CABLE RAILING M 275.0000 6,050.00 22.000 6,050.00 22.000 6,050.00 98 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 7,650.00 196.700 8,851.50 S) 99 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 30,600.00 15,660.000 31,320.00 S) 00 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 800.00 126.000 504.00 S) 01 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 7,395.00 4,965.000 7,447.50 S) (BROKEN 10.98 M - 3.66 M) 02 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 8,400.00 1,208.000 8,456.00 S) PROGRAM CAS145 PAGE 5 DATE 12/28/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-345404 TIME 03:47 PM ESTIMATE NO. 24 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 11/10/09 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 12/28/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 95,638.32 4,516,164.64 ADJUSTMENT OF COMPENSATION -35,376.02 14,827.45 EXTRA WORK 136,781.36 1,262,010.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 197,043.66 5,793,003.01 03 MOBILIZATION LS 500,000.0000 500,000.00 1.000 500,000.00 ORIGINAL CONTRACT AMOUNT 5,389,113.00 TOTAL WORK COMPLETED 197,043.66 6,293,003.01 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -28,000.00 -28,000.00 TOTAL 169,043.66 6,265,003.01 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 JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/11/07 220 08/24/07 07/20/07 11/10/09 242 334 22 0 100% 100% BROWN, KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 12/28/09