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 10/27/05 EST. NO.04 TIME 11:31 AM R.E. NAME: WEIERMANN, KURT 01-395914 --------------------------------------------------------------------------- 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 0004 1,277.96 E.W. @ U.P (+) 101505 N 0004 0 003 0002 86.80 E.W. @ F.A.(+) 101205 N 0002 0 004 0001 34,147.01 A.C. @ L.S.(+) 102405 N 1 0 0003 21,353.99 102405 N 3 0 56,865.76 TOTAL THIS ESTIMATE 17,003.58 TOTAL PREVIOUS ESTIMATE 73,869.34 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 10/27/05 EST. NO.04 TIME 11:31 AM R.E. NAME: WEIERMANN, KURT 01-395914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 10/05 -1,000.00 04 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -1,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 10/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-395914 TIME 11:31 AM ESTIMATE NO. 04 BID OPENING 11/23/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: WEIERMANN, KURT DATE OF THIS ESTIMATE 10/27/05 LOCATION PROGRESS ESTIMATE 01-HUM-299-R21.8/42.6 ----------------- R BROWN CONSTRUCTION IN HUMBOLDT COUNTY AT VARIOUS COMPANY INC LOCATIONS P O BOX 406 WILLOW CREEK CA 95573 FED. AID NO. N O N E REHABILITATE CULVERTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 8.0000 560.00 47.800 382.40 47.800 382.40 02 PREPARE WATER POLLUTION CONTROL LS 1,000.0000 1,000.00 0.750 750.00 PROGRAM 03 WATER POLLUTION CONTROL LS 1,000.0000 1,000.00 0.234 234.00 0.567 567.00 04 TEMPORARY CONCRETE WASHOUT FACILITY EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000.00 05 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 0.445 8,900.00 0.778 15,560.00 S) 06 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 12,000.00 1.111 6,666.00 1.778 10,668.00 S) 07 ABANDON CULVERT EA 429.0000 2,145.00 2.000 858.00 08 REMOVE ASPHALT CONCRETE M2 36.5000 2,007.50 55.000 2,007.50 09 REMOVE DEBRIS RACK LS 500.0000 500.00 1.000 500.00 10 REMOVE OVERSIDE DRAIN EA 250.0000 250.00 1.000 250.00 11 REMOVE INLET EA 250.0000 1,250.00 4.000 1,000.00 12 REMOVE DOWNDRAIN EA 1,000.0000 7,000.00 6.000 6,000.00 13 REPAIR CULVERT JOINT LS 750.0000 750.00 1.000 750.00 1.000 750.00 14 RECONSTRUCT ROCK SLOPE PROTECTION LS 1,000.0000 1,000.00 1.000 1,000.00 (1/2 T, METHOD B) 15 RESET MARKER EA 50.0000 50.00 1.000 50.00 16 RESET ROADSIDE SIGN (ONE POST) EA 50.0000 50.00 1.000 50.00 17 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.200 2,000.00 1.000 10,000.00 18 SAND BACKFILL M3 176.0000 5,984.00 24.650 4,338.40 19 IMPORTED ROCKY MATERIAL M3 94.0000 7,520.00 20.000 1,880.00 60.000 5,640.00 20 FIBER (EROSION CONTROL) KG 3.3000 924.00 280.000 924.00 280.000 924.00 S) 21 COMPOST (EROSION CONTROL) KG 1.9000 798.00 354.000 672.60 354.000 672.60 S) 22 PURE LIVE SEED (EROSION CONTROL) KG 112.0000 2,912.00 25.700 2,878.40 25.700 2,878.40 PROGRAM CAS145 PAGE 2 DATE 10/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-395914 TIME 11:31 AM ESTIMATE NO. 04 BID OPENING 11/23/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: WEIERMANN, KURT DATE OF THIS ESTIMATE 10/27/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STABILIZING EMULSION (EROSION CONTROL) KG 10.0000 350.00 25.100 251.00 25.100 251.00 S) 24 CLASS 2 AGGREGATE BASE M3 95.5000 2,674.00 3.000 286.50 25 ASPHALT CONCRETE (TYPE A) TONN 77.0000 2,849.00 37.560 2,892.12 26 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 59.0000 7,257.00 152.600 9,003.40 AREA) 27 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 61.0000 3,050.00 53.500 3,263.50 28 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 61.0000 610.00 19.300 1,177.30 29 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 61.0000 610.00 0.000 0.00 30 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 232.0000 5,568.00 19.400 4,500.80 PILING 31 CLASS 2 CONCRETE M3 800.0000 20,000.00 0.000 0.00 (HEADWALL AND WINGWALLS) 32 CLASS 1 CONCRETE (INVERT REPAIR) M3 323.5000 3,235.00 4.600 1,488.10 4.600 1,488.10 33 MINOR CONCRETE (MINOR STRUCTURE) M3 1,019.0000 8,152.00 8.000 8,152.00 F) 34 BAR REINFORCING STEEL KG 4.5000 3,600.00 0.000 0.00 35 600 MM CORRUGATED STEEL PIPE M 420.7500 36,605.25 85.700 36,058.28 (2.77 MM THICK) 36 900 MM CORRUGATED STEEL PIPE M 516.8500 10,337.00 19.500 10,078.58 (2.01 MM THICK) 37 150 MM PERFORATED STEEL PIPE M 60.0000 360.00 6.000 360.00 6.000 360.00 (2.01 MM THICK) 38 150 MM STEEL PIPE OUTLET (2.01 MM THICK) M 60.0000 360.00 12.000 720.00 12.000 720.00 39 200 MM STEEL PIPE OUTLET (2.01 MM THICK) M 52.7000 2,108.00 20.000 1,054.00 40 CLASS 1 PERMEABLE MATERIAL M3 257.0000 3,855.00 18.700 4,805.90 18.700 4,805.90 41 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 98.0000 6,860.00 70.000 6,860.00 70.000 6,860.00 (2.01 MM THICK) 42 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 186.5000 19,769.00 105.300 19,638.45 (2.77 MM THICK) 43 900 MM CORRUGATED STEEL PIPE DOWNDRAIN M 209.0000 8,778.00 3.000 627.00 13.000 2,717.00 (2.77 MM THICK) 44 300 MM ENTRANCE TAPER EA 844.0000 844.00 1.000 844.00 1.000 844.00 45 600 MM BITUMINOUS COATED DOWNDRAIN EA 776.5000 1,553.00 2.000 1,553.00 SLIP JOINT 46 900 MM BITUMINOUS COATED DOWNDRAIN EA 1,199.0000 1,199.00 0.000 0.00 SLIP JOINT 47 300 MM ANCHOR ASSEMBLY EA 210.2500 1,682.00 8.000 1,682.00 8.000 1,682.00 48 600 MM ANCHOR ASSEMBLY EA 216.0000 864.00 4.000 864.00 49 900 MM ANCHOR ASSEMBLY EA 228.0000 456.00 2.000 456.00 PROGRAM CAS145 PAGE 3 DATE 10/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-395914 TIME 11:31 AM ESTIMATE NO. 04 BID OPENING 11/23/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: WEIERMANN, KURT DATE OF THIS ESTIMATE 10/27/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CABLE ANCHORAGE SYSTEM M 50.0000 9,500.00 145.100 7,255.00 51 900 MM CORRUGATED STEEL PIPE INLET M 697.5000 4,045.50 5.750 4,010.63 (2.77 MM THICK) 52 900 MM JACKED WELDED STEEL PIPE M 1,945.0000 75,855.00 0.000 0.00 S) (16 MM THICK) 53 900 MM WELDED STEEL PIPE ELBOW EA 1,000.0000 1,000.00 0.000 0.00 S) (16 MM THICK) 54 900 MM STEEL FLARED END SECTION EA 725.0000 725.00 0.000 0.00 55 DEBRIS RACK EA 4,500.0000 4,500.00 1.000 4,500.00 1.000 4,500.00 56 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 85.2500 7,246.25 74.500 6,351.13 57 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 85.2500 8,098.75 95.000 8,098.75 58 FILTER FABRIC M2 25.0000 625.00 25.000 625.00 25.000 625.00 59 ROCK SLOPE PROTECTION FABRIC M2 1.0000 860.00 117.400 117.40 60 MISCELLANEOUS IRON AND STEEL KG 6.0000 13,956.00 1,600.000 9,600.00 2,228.000 13,368.00 F) PROGRAM CAS145 PAGE 4 DATE 10/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-395914 TIME 11:31 AM ESTIMATE NO. 04 BID OPENING 11/23/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: WEIERMANN, KURT DATE OF THIS ESTIMATE 10/27/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 58,650.40 228,878.14 ADJUSTMENT OF COMPENSATION 55,501.00 55,501.00 EXTRA WORK 1,364.76 18,368.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 115,516.16 302,747.48 61 MOBILIZATION LS 30,000.0000 30,000.00 0.050 1,500.00 1.000 30,000.00 ORIGINAL CONTRACT AMOUNT 388,697.25 TOTAL WORK COMPLETED 117,016.16 332,747.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,000.00 -1,000.00 TOTAL 116,016.16 331,747.48 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 12/17/04 90 08/09/05 01/03/05 12/19/05 50 151 0 0 90% 56% PROGRESS IS SATISFACTORY WEIERMANN, KURT RESIDENT ENGINEER PROGRAM CAS145 DATE 10/27/05