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 09/25/08 EST. NO.14 TIME 05:02 PM R.E. NAME: DARNALL, MARK 02-378004 --------------------------------------------------------------------------- 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 0053 794.40 E.W. @ F.A.(+) 062608 N 0089.0 0054 476.67 062708 N 0090.0 0055 238.34 063008 N 0091.0 0056 675.26 070108 N 0092.0 0057 516.39 070208 N 0093.0 0058 487.59 070708 N 0094.0 0059 539.97 071008 N 0095.0 0060 498.51 071108 N 0096.0 0061 664.31 071508 N 0097.0 0062 504.13 072408 N 0098.0 0063 295.59 080408 N 0099.0 5,691.16 TOTAL THIS ESTIMATE 168,932.17 TOTAL PREVIOUS ESTIMATE 174,623.33 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 09/25/08 EST. NO.14 TIME 05:02 PM R.E. NAME: DARNALL, MARK 02-378004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING 2008 CEM4401 -10,000.00 13 0.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402(F) -10,000.00 13 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION CERTIFIED PAYROLLS -6,412.65 13 CERTIFIED PAYROLLS 6,412.65 14 6,412.65 0.00 TOTAL DEDUCTIONS 6,412.65 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378004 TIME 05:02 PM ESTIMATE NO. 14 BID OPENING 11/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/11/08 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 09/25/08 LOCATION SEMI-FINAL ESTIMATE 02-TRI-3-43.9/53.7 ------------------- MERCER FRASER COMPANY IN TRINITY COUNTY AT STUART FORK P O BOX 1006 BRIDGE AND AT THE EAST FORK STUART EUREKA CA 955021006 FORK BRIDGE FED. AID NO. ACST-P003(29)E ,P-P003(29)E REPLACE BRIDGE AND UPGRADE RAIL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 10.0000 1,150.00 39.800 398.00 02 PREPARE WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 1.000 5,000.00 PROGRAM 03 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 1.000 30,000.00 04 TEMPORARY FIBER ROLL M 10.0000 1,500.00 0.000 0.00 05 TEMPORARY SILT FENCE M 6.0000 2,610.00 160.900 965.40 06 TEMPORARY GRAVEL BAG BERM M 15.0000 1,155.00 10.000 150.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 3,000.00 2.000 3,000.00 08 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000.00 S) 09 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 S) 10 TYPE III BARRICADE EA 100.0000 200.00 2.000 200.00 S) 11 PORTABLE DELINEATOR EA 50.0000 1,950.00 38.000 1,900.00 S) 12 TEMPORARY END SECTION EA 250.0000 250.00 1.000 250.00 S) 13 TEMPORARY SIGNAL SYSTEM LS 250,000.0000 250,000.00 1.000 250,000.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 1.000 50,000.00 15 TEMPORARY FLASHING BEACON LS 50,000.0000 50,000.00 1.000 50,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 70.0000 37,100.00 581.850 40,729.50 S) 17 TEMPORARY CRASH CUSHION MODULE EA 2,500.0000 5,000.00 0.000 0.00 S) 18 TEMPORARY CRASH CUSHION (ADIEM) EA 7,000.0000 14,000.00 2.000 14,000.00 S) 19 ABANDON CULVERT EA 800.0000 800.00 1.000 800.00 20 REMOVE METAL BEAM GUARD RAILING M 15.0000 3,150.00 169.640 2,544.60 21 REMOVE CULVERT M 65.0000 2,535.00 31.700 2,060.50 22 REMOVE INLET EA 300.0000 300.00 1.000 300.00 PROGRAM CAS145 PAGE 2 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378004 TIME 05:02 PM ESTIMATE NO. 14 BID OPENING 11/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/11/08 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 09/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE SURFACING M2 25.0000 15,500.00 623.100 15,577.50 24 RESET OBJECT MARKER EA 60.0000 240.00 0.000 0.00 25 RESET ROADSIDE SIGN EA 200.0000 2,000.00 9.000 1,800.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 13,050.00 1,182.480 17,737.20 S) 27 PREPARE CONCRETE BRIDGE DECK SURFACE M2 8.0000 9,360.00 1,219.120 9,752.96 28 BRIDGE REMOVAL, LOCATION A LS 100,000.0000 100,000.00 1.000 100,000.00 29 BRIDGE REMOVAL (PORTION), LOCATION A LS 175,000.0000 175,000.00 0.050 8,750.00 1.000 175,000.00 30 CLEARING AND GRUBBING HA 20,000.0000 10,000.00 0.500 10,000.00 31 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 32 ROADWAY EXCAVATION M3 20.0000 84,400.00 4,181.600 83,632.00 33 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 65,200.00 326.000 65,200.00 F) 34 STRUCTURE BACKFILL (BRIDGE) M3 350.0000 60,900.00 174.000 60,900.00 F) 35 SAND BACKFILL M3 600.0000 2,400.00 2.910 1,746.00 36 IMPORTED BORROW M3 30.0000 29,100.00 1,058.800 31,764.00 37 STRAW (EROSION CONTROL) TONN 650.0000 975.00 4.360 2,834.00 S) 38 FIBER KG 5.0000 145.00 22.000 110.00 S) 39 FIBER (EROSION CONTROL) KG 5.0000 695.00 545.000 2,725.00 S) 40 COMPOST (EROSION CONTROL) M3 800.0000 1,200.00 4.690 3,752.00 S) 41 PURE LIVE SEED (EROSION CONTROL TYPE 1) KG 142.0000 3,692.00 56.920 8,082.64 42 PURE LIVE SEED (EROSION CONTROL TYPE 2) KG 200.0000 1,200.00 5.310 1,062.00 43 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 3.0000 207.00 229.000 687.00 S) 44 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 258.00 147.000 882.00 S) 45 STABILIZING EMULSION (GYPSUM MATTE) KG 5.0000 600.00 110.000 550.00 S) 46 CLASS 2 AGGREGATE BASE M3 175.0000 31,500.00 189.600 33,180.00 47 ASPHALT CONCRETE (TYPE A, 12.5-MM TONN 200.0000 96,000.00 753.930 150,786.00 MAXIMUM GRADING) 48 PAVEMENT REINFORCING FABRIC M2 15.0000 4,800.00 294.600 4,419.00 49 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 325.00 13.300 332.50 AREA) PROGRAM CAS145 PAGE 3 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378004 TIME 05:02 PM ESTIMATE NO. 14 BID OPENING 11/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/11/08 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 09/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 58.0000 348.00 1.360 78.88 51 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 58.0000 3,190.00 0.000 0.00 52 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 58.0000 1,276.00 78.000 4,524.00 53 FURNISH STEEL PILING (HP 360 X 174) M 150.0000 71,100.00 356.707 53,506.05 54 DRIVE STEEL PILE (HP 360 X 174) EA 5,800.0000 162,400.00 28.000 162,400.00 S) 55 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,500.0000 96,000.00 64.000 96,000.00 F) 56 STRUCTURAL CONCRETE, BRIDGE M3 2,100.0000 630,000.00 300.000 630,000.00 F) 57 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 1,500.00 1.000 1,500.00 F) 58 MINOR CONCRETE (BACKFILL) M3 600.0000 1,200.00 2.000 1,200.00 59 DRILL AND BOND ROD M 450.0000 10,800.00 24.000 10,800.00 60 DRILL AND BOND DOWEL M 40.0000 6,680.00 147.420 5,896.80 61 CLEAN EXPANSION JOINT M 150.0000 4,350.00 0.000 0.00 62 FURNISH PRECAST PRESTRESSED CONCRETE EA 20,000.0000 140,000.00 7.000 140,000.00 GIRDER (20 M - 25 M) 63 ERECT PRECAST PRESTRESSED CONCRETE EA 6,000.0000 42,000.00 7.000 42,000.00 S) GIRDER 64 FURNISH POLYESTER CONCRETE OVERLAY M3 3,800.0000 87,400.00 28.610 108,718.00 65 PLACE POLYESTER CONCRETE OVERLAY M2 45.0000 52,650.00 1,170.000 52,650.00 F) 66 JOINT SEAL (MR 15 MM) M 200.0000 5,400.00 24.300 4,860.00 S) 67 JOINT SEAL (MR 50 MM) M 300.0000 8,700.00 27.100 8,130.00 S) 68 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 80,586.00 26,862.000 80,586.00 SF) 69 BAR REINFORCING STEEL (EPOXY COATED) KG 4.0000 42,520.00 10,630.000 42,520.00 SF) 70 FURNISH STRUCTURAL STEEL (BRIDGE) KG 6.0000 54,696.00 9,116.000 54,696.00 F) 71 ERECT STRUCTURAL STEEL (BRIDGE) KG 6.0000 54,696.00 9,116.000 54,696.00 SF) 72 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 270,000.0000 270,000.00 1.000 270,000.00 S) 73 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 400.0000 11,200.00 21.000 8,400.00 S) 74 600 MM REINFORCED CONCRETE PIPE M 400.0000 13,600.00 33.500 13,400.00 75 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 3,000.00 3.000 3,000.00 76 ROCK SLOPE PROTECTION (1T, METHOD A) M3 120.0000 18,000.00 147.175 17,661.00 PROGRAM CAS145 PAGE 4 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378004 TIME 05:02 PM ESTIMATE NO. 14 BID OPENING 11/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/11/08 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 09/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 275.0000 3,575.00 9.450 2,598.75 78 ROCK SLOPE PROTECTION M3 350.0000 1,750.00 4.800 1,680.00 (BACKING NO. 1, METHOD B) 79 ROCK SLOPE PROTECTION FABRIC M2 4.0000 280.00 44.840 179.36 80 MISCELLANEOUS IRON AND STEEL KG 4.0000 476.00 119.000 476.00 SF) 81 BRIDGE DECK DRAINAGE SYSTEM KG 40.0000 31,600.00 790.000 31,600.00 SF) 82 MILEPOST MARKER EA 60.0000 60.00 1.000 60.00 83 MARKER (CULVERT) EA 50.0000 200.00 4.000 200.00 84 OBJECT MARKER (TYPE L-1) EA 40.0000 320.00 8.000 320.00 85 METAL BEAM GUARD RAILING (WOOD POST) M 160.0000 8,640.00 55.250 8,840.00 S) 86 TRANSITION RAILING (TYPE WB) EA 4,500.0000 31,500.00 7.000 31,500.00 S) 87 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 3,300.00 1.000 3,300.00 S) 88 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 12,000.00 5.000 12,000.00 S) 89 CALIFORNIA ST-10 BRIDGE RAIL M 800.0000 196,000.00 245.000 196,000.00 F) 90 CALIFORNIA ST-20S BRIDGE RAIL M 1,400.0000 102,200.00 73.000 102,200.00 F) 91 THERMOPLASTIC PAVEMENT MARKING M2 200.0000 1,600.00 7.900 1,580.00 S) 92 THERMOPLASTIC TRAFFIC STRIPE M 10.0000 13,800.00 1,600.600 16,006.00 S) (SPRAYABLE) 93 PAVEMENT MARKER EA 25.0000 1,700.00 66.000 1,650.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378004 TIME 05:02 PM ESTIMATE NO. 14 BID OPENING 11/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/11/08 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 09/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 8,750.00 3,617,222.64 ADJUSTMENT OF COMPENSATION 0.00 49,962.47 EXTRA WORK 5,691.16 124,660.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 14,441.16 3,791,845.97 94 MOBILIZATION LS 300,000.0000 300,000.00 1.000 300,000.00 ORIGINAL CONTRACT AMOUNT 3,855,740.00 TOTAL WORK COMPLETED 14,441.16 4,091,845.97 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 6,412.65 -20,000.00 TOTAL 20,853.81 4,071,845.97 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 12/11/06 180 04/02/07 12/26/06 08/11/08 174 237 0 0 100% 100% DARNALL, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 09/25/08