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 10/21/04 EST. NO.19 TIME 02:23 PM R.E. NAME: LEO, GENE 01-310504 --------------------------------------------------------------------------- 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 0017 3,717.80 E.W. @ U.P (+) 092404 N 0094.0 028 0001 8,489.25 E.W. @ F.A.(+) 083104 N 0088.0 12,207.05 TOTAL THIS ESTIMATE 513,099.43 TOTAL PREVIOUS ESTIMATE 525,306.48 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 10/21/04 EST. NO.19 TIME 02:23 PM R.E. NAME: LEO, GENE 01-310504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS 4/4 -1,000.00 11 MISSING PAYROLLS 5/4 -10,000.00 13 REC'D PAYROLLS 4/04 1,000.00 13 PER LTR DATED 8/04 -5,000.00 16 RELESE DEDUCTION 10,000.00 16 0.00 -5,000.00 OVERBID ITEMS OVERBID ITEM NO. 030 -500.00 02 OVERBID ITEM NO. 030 -3,950.00 15 OVERBID ITEM NO. 030 -550.00 19 OVERBID ITEM NO. 032 -2,000.00 02 -550.00 -7,000.00 TOTAL DEDUCTIONS -550.00 -12,000.00 PROGRAM CAS145 PAGE 1 DATE 10/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-310504 TIME 02:23 PM ESTIMATE NO. 19 BID OPENING 12/03/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: LEO, GENE DATE OF THIS ESTIMATE 10/21/04 LOCATION RERUN PROGRESS ESTIMATE 01-HUM-299-33.1/35.7 ----------------------- MERCER FRASER COMPANY IN HUMBOLDT COUNTY NEAR WILLOW P O BOX 1006 CREEK AT VARIOUS LOCATIONS EUREKA CA 955021006 FROM 0.1 KM WEST OF EAST FORK WILLOW CREEK BRIDGE #4-015 TO 0.2 KM EAST OF WILLOW CREEK BR # 4-163 FED. AID NO. ACNH-P299(131)E ,ACBH-P299(131)E ,NH-P299(131)E UPGRADE BRIDGE RAIL AND WIDEN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 0.997 14,955.00 03 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.012 120.00 0.898 8,980.00 S) 04 TRAFFIC CONTROL SYSTEM LS 135,000.0000 135,000.00 0.998 134,730.00 S) 05 TYPE III BARRICADE EA 100.0000 400.00 4.000 400.00 S) 06 TEMPORARY PAVEMENT MARKING (PAINT) M2 75.0000 600.00 7.200 540.00 S) 07 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 8,160.00 1,266.000 7,596.00 S) 08 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 5,100.00 138.000 4,140.00 09 TEMPORARY TRAFFIC SIGNAL LS 300,000.0000 300,000.00 0.050 15,000.00 0.895 268,500.00 S) 10 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 60,000.00 7.000 70,000.00 11 TEMPORARY RAILING (TYPE K) M 75.0000 85,500.00 1,007.000 75,525.00 12 TEMPORARY CRASH CUSHION MODULE EA 150.0000 21,000.00 78.000 11,700.00 13 REMOVE METAL BEAM GUARD RAILING M 30.0000 2,190.00 49.400 1,482.00 S) 14 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 7.0000 10,010.00 1,016.000 7,112.00 S) STRIPE 15 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 2,320.00 324.000 1,296.00 S) 16 REMOVE ROADSIDE SIGN EA 300.0000 1,200.00 1.000 300.00 17 REMOVE OVERSIDE DRAIN EA 600.0000 1,200.00 2.000 1,200.00 18 REMOVE INLET EA 400.0000 1,200.00 1.000 400.00 2.000 800.00 19 REMOVE DOWNDRAIN M 45.0000 900.00 9.100 409.50 19.300 868.50 20 REMOVE ASPHALT CONCRETE SURFACING M2 20.0000 30,180.00 1,264.500 25,290.00 21 RECONSTRUCT METAL BEAM GUARD RAILING M 90.0000 17,100.00 27.000 2,430.00 57.400 5,166.00 S) 22 RESET OBJECT MARKER EA 50.0000 600.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 10/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-310504 TIME 02:23 PM ESTIMATE NO. 19 BID OPENING 12/03/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: LEO, GENE DATE OF THIS ESTIMATE 10/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RESET ROADSIDE SIGN EA 300.0000 600.00 1.000 300.00 1.000 300.00 24 RELOCATE METAL BEAM GUARD RAILING M 90.0000 12,600.00 47.600 4,284.00 47.600 4,284.00 S) 25 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 19,140.00 780.000 8,580.00 876.000 9,636.00 S) 26 CLEAN BRIDGE DECK M2 11.0000 16,599.00 0.000 0.00 27 BRIDGE REMOVAL (PORTION), LOCATION A LS 50,000.0000 50,000.00 0.900 45,000.00 28 BRIDGE REMOVAL (PORTION), LOCATION B LS 90,000.0000 90,000.00 0.500 45,000.00 29 BRIDGE REMOVAL (PORTION), LOCATION C LS 70,000.0000 70,000.00 0.900 63,000.00 30 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 0.110 1,650.00 1.000 15,000.00 31 ROADWAY EXCAVATION M3 23.0000 101,890.00 2,180.500 50,151.50 4,361.500 100,314.50 32 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 33 STRUCTURE EXCAVATION (BRIDGE) M3 250.0000 117,750.00 441.460 110,365.00 F) 34 STRUCTURE EXCAVATION (TYPE D) M3 300.0000 105,300.00 351.000 105,300.00 F) 35 STRUCTURE EXCAVATION (RETAINING WALL) M3 90.0000 89,910.00 738.800 66,492.00 F) 36 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 30,880.00 173.380 13,870.40 F) 37 STRUCTURE BACKFILL (RETAINING WALL) M3 80.0000 47,360.00 229.700 18,376.00 511.600 40,928.00 F) 38 IMPORTED MATERIAL (SHOULDER BACKING) TONN 70.0000 4,760.00 19.000 1,330.00 19.000 1,330.00 39 HIGHWAY PLANTING LS 37,000.0000 37,000.00 0.000 0.00 S) 40 STRAW (EROSION CONTROL) TONN 570.0000 1,539.00 1.600 912.00 2.600 1,482.00 S) 41 FIBER (EROSION CONTROL) KG 1.0000 1,320.00 840.000 840.00 1,044.100 1,044.10 S) 42 FIBER ROLLS M 65.0000 15,600.00 0.000 0.00 S) 43 COMPOST (EROSION CONTROL) KG 1.0000 1,980.00 1,272.300 1,272.30 1,476.400 1,476.40 S) 44 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,600.0000 3,200.00 2.000 3,200.00 3.000 4,800.00 S) 45 PURE LIVE SEED (EROSION CONTROL) KG 105.0000 7,770.00 51.200 5,376.00 102.400 10,752.00 S) 46 STABILIZING EMULSION (EROSION CONTROL) KG 4.6000 644.00 90.000 414.00 135.400 622.84 S) 47 PLANT ESTABLISHMENT WORK LS 7,000.0000 7,000.00 0.000 0.00 S) 48 CLASS 2 AGGREGATE BASE M3 50.0000 67,000.00 154.500 7,725.00 648.900 32,445.00 49 ASPHALT CONCRETE (TYPE A) TONN 90.0000 210,600.00 21.600 1,944.00 1,204.900 108,441.00 PROGRAM CAS145 PAGE 3 DATE 10/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-310504 TIME 02:23 PM ESTIMATE NO. 19 BID OPENING 12/03/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: LEO, GENE DATE OF THIS ESTIMATE 10/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PAVEMENT REINFORCING FABRIC M2 5.0000 4,100.00 0.000 0.00 51 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 2,900.00 80.000 800.00 80.000 800.00 AREA) 52 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 30.0000 780.00 26.000 780.00 26.000 780.00 53 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 30.0000 2,700.00 100.000 3,000.00 100.000 3,000.00 54 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 30.0000 1,740.00 46.000 1,380.00 46.000 1,380.00 55 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 22,000.00 11.000 22,000.00 S) PILING 56 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 3,000.0000 36,300.00 12.100 36,300.00 S) PILING (ROCK SOCKET) 57 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,100.0000 51,700.00 43.990 48,389.00 F) 58 STRUCTURAL CONCRETE, BRIDGE M3 1,300.0000 774,800.00 12.780 16,614.00 549.850 714,805.00 F) 59 STRUCTURAL CONCRETE, RETAINING WALL M3 800.0000 83,200.00 16.330 13,064.00 80.810 64,648.00 F) 60 CLASS 2 CONCRETE (RETAINING WALL) M3 800.0000 96,800.00 -30.020 -24,016.00 128.510 102,808.00 F) 61 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 2,240.00 0.980 784.00 1.890 1,512.00 F) 62 DRILL AND BOND DOWEL M 60.0000 13,860.00 206.900 12,414.00 63 REFINISH BRIDGE DECK M2 250.0000 5,750.00 0.000 0.00 64 JOINT SEAL (MR 30 MM) M 165.0000 13,860.00 0.000 0.00 S) 65 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 203,632.50 2,566.000 3,849.00 123,261.910 184,892.87 SF) 66 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 19,428.00 2,549.000 5,098.00 7,923.000 15,846.00 F) 67 600 MM BITUMINOUS COATED CORRUGATED M 120.0000 6,720.00 14.400 1,728.00 37.400 4,488.00 STEEL PIPE (2.01 MM THICK) 68 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 65.0000 7,540.00 18.600 1,209.00 71.700 4,660.50 (1.63 MM THICK) 69 200 MM PERFORATED PLASTIC M 20.0000 1,300.00 0.000 0.00 PIPE UNDERDRAIN 70 PERMEABLE MATERIAL (BRIDGE) M3 60.0000 1,140.00 3.500 210.00 17.300 1,038.00 F) 71 300 MM BITUMINOUS COATED CORRUGATED M 90.0000 1,620.00 18.000 1,620.00 18.000 1,620.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 72 600 MM BITUMINOUS COATED CORRUGATED M 110.0000 2,310.00 11.500 1,265.00 20.500 2,255.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 73 300 MM ENTRANCE TAPER EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000.00 74 600 MM ANCHOR ASSEMBLY EA 600.0000 1,800.00 2.000 1,200.00 3.000 1,800.00 75 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 80.0000 160,000.00 386.000 30,880.00 2,062.440 164,995.20 PROGRAM CAS145 PAGE 4 DATE 10/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-310504 TIME 02:23 PM ESTIMATE NO. 19 BID OPENING 12/03/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: LEO, GENE DATE OF THIS ESTIMATE 10/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 ROCK SLOPE PROTECTION M3 80.0000 39,200.00 324.000 25,920.00 (BACKING NO. 2, METHOD B) 77 ROCK SLOPE PROTECTION FABRIC M2 2.0000 2,880.00 873.000 1,746.00 78 MISCELLANEOUS IRON AND STEEL KG 10.0000 3,570.00 119.000 1,190.00 238.000 2,380.00 F) 79 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 2,470.00 77.000 770.00 SF) 80 GUARD RAILING DELINEATOR EA 20.0000 600.00 2.000 40.00 6.000 120.00 81 METAL BEAM GUARD RAILING M 145.0000 8,265.00 15.200 2,204.00 S) 82 TERMINAL SYSTEM (TYPE ET) EA 3,200.0000 3,200.00 1.000 3,200.00 S) 83 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 13,800.00 1.000 2,300.00 S) 84 CONCRETE BARRIER (TYPE 732) M 225.0000 64,800.00 68.400 15,390.00 103.600 23,310.00 F) 85 CONCRETE BARRIER (TYPE 732R) M 225.0000 22,725.00 0.000 0.00 F) 86 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 285.00 6.700 335.00 S) 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 6,600.00 1,367.000 2,050.50 S) 88 PAVEMENT MARKER EA 15.0000 4,650.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 89 COMMUNICATION CONDUIT (BRIDGE) M 60.0000 78,000.00 461.000 27,660.00 571.200 34,272.00 S) 90 NO. 5(T) PULL BOX EA 250.0000 1,500.00 0.000 0.00 S) 91 NO. 5 PULL BOX EA 250.0000 1,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 10/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-310504 TIME 02:23 PM ESTIMATE NO. 19 BID OPENING 12/03/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: LEO, GENE DATE OF THIS ESTIMATE 10/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 229,459.30 2,919,752.81 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 12,207.05 525,306.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 241,666.35 3,445,059.29 92 MOBILIZATION LS 380,000.0000 380,000.00 1.000 380,000.00 ORIGINAL CONTRACT AMOUNT 3,994,367.50 TOTAL WORK COMPLETED 241,666.35 3,825,059.29 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -550.00 -12,000.00 TOTAL 241,116.35 3,813,059.29 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 030 CLEARING AND GRUBBING 10,000.00 15,000.00 5,000.00 032 LEAD COMPLIANCE PLAN 3,000.00 5,000.00 2,000.00 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 03/20/03 310 06/02/03 04/04/03 10/28/04 245 141 0 0 82% 94% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING CCO DAYS LEO, GENE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/21/04