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 01/21/09 EST. NO.12 TIME 11:04 AM R.E. NAME: KLEIBER, KATHARINE 01-3116U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 750.00 A.C. @ U.P.(+) 051608 N 1 0 006 0001 5,156.00 E.W. @ L.S.(+) 082008 N 1 0 012 0001 5,100.00 E.W. @ L.S.(+) 092508 N 1 0 11,006.00 TOTAL THIS ESTIMATE 39,501.08 TOTAL PREVIOUS ESTIMATE 50,507.08 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 01/21/09 EST. NO.12 TIME 11:04 AM R.E. NAME: KLEIBER, KATHARINE 01-3116U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM SCHEDULE -47,625.00 03 25% CPM DEDUCTION -45,452.74 04 CPM NON COMPLIANCE -77,587.37 05 RTN CPM DEDCUT 170,665.11 06 CPM SCHEDULE -101,517.50 07 MISSING CPM -125,679.68 08 RTN CPM 227,197.18 10 25% CPM DEDUCT -69,997.89 11 0.00 -69,997.89 LABOR COMPLIANCE VIOLATION PER LTR 07/08 -8,000.00 05 PER LTR 08/08 -1,000.00 06 RTN 07/08 DEDUCT 8,000.00 06 RETURN 8/08 DEDUCT 1,000.00 07 PER LTR 10/08 -3,000.00 08 PER 11/08 LTR -1,000.00 09 RTN 10/08 DEDUCT 3,000.00 10 PER LTR 01/09 -4,000.00 12 -4,000.00 -5,000.00 TOTAL DEDUCTIONS -4,000.00 -74,997.89 PROGRAM CAS145 PAGE 1 DATE 01/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3116U4 TIME 11:04 AM ESTIMATE NO. 12 BID OPENING 01/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: KLEIBER, KATHARINE DATE OF THIS ESTIMATE 01/21/09 LOCATION PROGRESS ESTIMATE 01-MEN-253-0.5/3.5 ----------------- VIKING CONSTRUCTION COMPANY IN MENDOCINO COUNTY ON ROUTE 162 INC AT OUTLET CREEK BRIDGE AND ON P O BOX 1508 ROUTE 253 AT ANDERSON CREEK BRIDGE RANCHO CORDOVA CA 95742 AND SODA CREEK BRIDGE FED. AID NO. ACST-X045(20)E ,P-X045(20)E ,ACBH-X045(20)E WIDEN BRIDGES AND UPGRADE RAIL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ASBESTOS HEALTH AND SAFETY PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250.00 03 TEMPORARY FENCE M 25.0000 4,750.00 203.480 5,087.00 04 TEMPORARY FENCE (TYPE ESA) M 10.0000 2,900.00 140.000 1,400.00 05 PREVENTION OF BIRD NESTING AND BAT LS 10,000.0000 10,000.00 1.000 10,000.00 ROOSTING 06 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.280 2,800.00 0.700 7,000.00 08 TEMPORARY EROSION CONTROL M2 2.0000 1,740.00 0.000 0.00 S) 09 TEMPORARY FIBER ROLL M 10.0000 12,900.00 0.000 0.00 10 TEMPORARY SILT FENCE M 12.0000 3,120.00 0.000 0.00 11 TEMPORARY GRAVEL BAG BERM M 75.0000 900.00 0.000 0.00 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 10,500.00 4.000 14,000.00 13 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.650 13,000.00 S) 14 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.100 7,500.00 0.800 60,000.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 125.0000 5,625.00 45.120 5,640.00 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 7,320.00 2,088.300 4,176.60 5,393.300 10,786.60 S) 17 TRAFFIC PLASTIC DRUM EA 50.0000 8,000.00 152.000 7,600.00 S) 18 TEMPORARY PAVEMENT MARKER EA 8.0000 656.00 0.000 0.00 S) 19 TEMPORARY SIGNAL SYSTEM LS 500,000.0000 500,000.00 1.000 500,000.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.100 1,500.00 0.800 12,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 150.0000 82,500.00 541.800 81,270.00 22 TEMPORARY CRASH CUSHION MODULE EA 400.0000 68,000.00 154.000 61,600.00 PROGRAM CAS145 PAGE 2 DATE 01/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3116U4 TIME 11:04 AM ESTIMATE NO. 12 BID OPENING 01/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: KLEIBER, KATHARINE DATE OF THIS ESTIMATE 01/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FENCE M 25.0000 5,500.00 101.850 2,546.25 24 REMOVE METAL BEAM GUARD RAILING M 25.0000 7,000.00 280.460 7,011.50 S) 25 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 8.0000 17,600.00 1,766.000 14,128.00 S) 26 REMOVE TRAFFIC STRIPE M 2.0000 6,160.00 704.800 1,409.60 2,230.400 4,460.80 S) 27 REMOVE PAVEMENT MARKING M2 150.0000 6,750.00 40.000 6,000.00 40.000 6,000.00 S) 28 REMOVE ROADSIDE SIGN EA 200.0000 800.00 2.000 400.00 2.000 400.00 29 REMOVE CULVERT EA 2,500.0000 10,000.00 2.000 5,000.00 30 REMOVE ASPHALT CONCRETE SURFACING M2 25.0000 26,975.00 1,117.000 27,925.00 31 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 51,720.00 2,829.040 33,948.48 S) 32 PREPARE CONCRETE BRIDGE DECK SURFACE M2 8.0000 9,616.00 0.000 0.00 33 BRIDGE REMOVAL (PORTION), LOCATION A LS 100,000.0000 100,000.00 1.000 100,000.00 34 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 1.000 25,000.00 35 BRIDGE REMOVAL (PORTION), LOCATION C LS 40,000.0000 40,000.00 1.000 40,000.00 36 RESET TEMPORARY RAILING (TYPE K) M 20.0000 10,000.00 249.940 4,998.80 37 RESET TEMPORARY CRASH CUSHION MODULE EA 10.0000 1,600.00 88.000 880.00 38 RESET TRAFFIC PLASTIC DRUM EA 12.0000 1,440.00 77.000 924.00 S) 39 CLEARING AND GRUBBING LS 16,000.0000 16,000.00 0.500 8,000.00 40 ROADWAY EXCAVATION M3 120.0000 66,000.00 415.300 49,836.00 41 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 42 STRUCTURE EXCAVATION (BRIDGE) M3 150.0000 4,350.00 29.000 4,350.00 F) 43 STRUCTURE EXCAVATION (TYPE D) M3 750.0000 229,500.00 306.000 229,500.00 F) 44 STRUCTURE EXCAVATION (RETAINING WALL) M3 175.0000 31,500.00 92.000 16,100.00 45 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 14,050.00 281.000 14,050.00 F) 46 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 7,800.00 86.000 5,160.00 47 PERVIOUS BACKFILL MATERIAL (RETAINING M3 75.0000 1,275.00 17.000 1,275.00 F) WALL) 48 DITCH EXCAVATION M3 50.0000 6,000.00 0.000 0.00 49 IMPORTED ROCKY MATERIAL M3 150.0000 12,000.00 23.670 3,550.50 PROGRAM CAS145 PAGE 3 DATE 01/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3116U4 TIME 11:04 AM ESTIMATE NO. 12 BID OPENING 01/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: KLEIBER, KATHARINE DATE OF THIS ESTIMATE 01/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 WEED CONTROL MAT (FIBER) M2 125.0000 56,250.00 201.420 25,177.50 51 FIBER (EROSION CONTROL) KG 1.0000 1,490.00 34.100 34.10 S) 52 COMPOST (EROSION CONTROL) M3 75.0000 150.00 0.038 2.85 S) 53 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 250.0000 750.00 1.000 250.00 S) 54 PURE LIVE SEED (EROSION CONTROL) KG 20.0000 1,900.00 3.570 71.40 S) 55 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 190.00 4.000 8.00 S) 56 CLASS 2 AGGREGATE BASE M3 175.0000 1,750.00 0.000 0.00 57 ASPHALT CONCRETE (TYPE A) TONN 185.0000 305,250.00 1,639.800 303,363.00 58 ASPHALT CONCRETE (OPEN GRADED) TONN 225.0000 67,500.00 0.000 0.00 59 PAVING ASPHALT (BINDER-PAVEMENT TONN 2,500.0000 1,250.00 0.000 0.00 REINFORCING FABRIC) 60 PAVEMENT REINFORCING FABRIC M2 4.0000 1,360.00 60.000 240.00 61 PRESTRESSING CAST-IN-PLACE CONCRETE LS 20,000.0000 20,000.00 1.000 20,000.00 S) 62 PRESTRESSING LS 25,000.0000 25,000.00 1.000 25,000.00 1.000 25,000.00 S) 63 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 900.0000 43,200.00 48.000 43,200.00 F) 64 STRUCTURAL CONCRETE, BRIDGE M3 2,425.0000 371,025.00 45.000 109,125.00 137.000 332,225.00 F) 65 STRUCTURAL CONCRETE, RETAINING WALL M3 1,200.0000 73,200.00 64.000 76,800.00 F) 66 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 3,000.00 0.000 0.00 F) 67 DRILL AND BOND DOWEL M 90.0000 19,170.00 123.000 11,070.00 68 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 15.0000 15,210.00 1,194.000 17,910.00 69 CLEAN EXPANSION JOINT M 100.0000 5,100.00 0.000 0.00 70 FURNISH POLYESTER CONCRETE OVERLAY M3 3,500.0000 83,300.00 0.000 0.00 71 PLACE POLYESTER CONCRETE OVERLAY M2 30.0000 36,060.00 0.000 0.00 F) 72 JOINT SEAL (MR 30 MM) M 100.0000 4,400.00 0.000 0.00 S) 73 JOINT SEAL (MR 15 MM) M 100.0000 1,500.00 0.000 0.00 S) 74 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 91,410.00 9,421.000 28,263.00 32,080.000 96,240.00 SF) 75 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 9,372.00 3,124.000 9,372.00 SF) 76 ASPHALT MEMBRANE WATERPROOFING M2 500.0000 12,500.00 25.000 12,500.00 SF) PROGRAM CAS145 PAGE 4 DATE 01/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3116U4 TIME 11:04 AM ESTIMATE NO. 12 BID OPENING 01/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: KLEIBER, KATHARINE DATE OF THIS ESTIMATE 01/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL STEEL (BRIDGE) KG 15.0000 91,200.00 6,080.000 91,200.00 SF) 78 COLUMN CASING KG 12.0000 64,080.00 5,340.100 64,081.20 SF) 79 ROADSIDE SIGN - ONE POST EA 300.0000 1,200.00 0.000 0.00 80 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 1,500.0000 13,500.00 3.000 4,500.00 7.000 10,500.00 S) 81 450 MM ALTERNATIVE PIPE CULVERT M 475.0000 28,500.00 6.100 2,897.50 6.100 2,897.50 82 600 MM ALTERNATIVE PIPE CULVERT M 525.0000 8,925.00 18.300 9,607.50 83 600 MM CORRUGATED STEEL PIPE M 350.0000 5,250.00 13.980 4,893.00 (2.77 MM THICK) 84 250 MM PERFORATED PLASTIC M 250.0000 9,750.00 0.000 0.00 PIPE UNDERDRAIN 85 CABLE ANCHORAGE SYSTEM M 175.0000 5,250.00 16.760 2,933.00 86 900 MM CORRUGATED STEEL PIPE INLET M 1,200.0000 3,000.00 2.000 2,400.00 (2.77 MM THICK) 87 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 600.00 0.000 0.00 88 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 700.00 0.000 0.00 89 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 175.0000 23,100.00 83.580 14,626.50 90 ROCK SLOPE PROTECTION M3 190.0000 14,250.00 14.280 2,713.20 (BACKING NO. 1, METHOD B) 91 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 250.0000 8,750.00 35.000 8,750.00 92 CONCRETED-ROCK SLOPE PROTECTION M3 400.0000 8,400.00 20.500 8,200.00 (1/4T, METHOD A) 93 ROCK SLOPE PROTECTION FABRIC M2 4.0000 1,440.00 294.240 1,176.96 94 MISCELLANEOUS IRON AND STEEL KG 5.0000 1,585.00 98.000 490.00 SF) 95 MISCELLANEOUS METAL (BRIDGE) KG 25.0000 1,250.00 50.000 1,250.00 SF) 96 FENCE (TYPE WM AND BW) M 25.0000 4,750.00 0.000 0.00 S) 97 DELINEATOR (CLASS 1) EA 25.0000 700.00 0.000 0.00 98 MILEPOST MARKER EA 25.0000 150.00 0.000 0.00 99 UNDERDRAIN MARKER EA 25.0000 50.00 0.000 0.00 00 OBJECT MARKER (TYPE L-1) EA 25.0000 200.00 0.000 0.00 01 METAL BEAM GUARD RAILING M 125.0000 16,250.00 79.530 9,941.25 S) 02 TUBULAR BICYCLE RAILING M 275.0000 84,150.00 0.000 0.00 SF) 03 CABLE RAILING M 75.0000 4,575.00 58.500 4,387.50 58.500 4,387.50 S) PROGRAM CAS145 PAGE 5 DATE 01/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3116U4 TIME 11:04 AM ESTIMATE NO. 12 BID OPENING 01/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: KLEIBER, KATHARINE DATE OF THIS ESTIMATE 01/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 TRANSITION RAILING (TYPE WB) EA 4,000.0000 48,000.00 6.000 24,000.00 S) 05 END CAP (TYPE TC) EA 200.0000 2,400.00 5.000 1,000.00 S) 06 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 35,200.00 5.000 16,000.00 S) 07 CONCRETE BARRIER (TYPE 732 MODIFIED) M 275.0000 79,750.00 290.000 79,750.00 F) 08 CONCRETE BARRIER (TYPE 742 MODIFIED) M 725.0000 11,600.00 16.000 11,600.00 F) 09 THERMOPLASTIC PAVEMENT MARKING M2 125.0000 2,000.00 0.000 0.00 S) 10 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 12,030.00 0.000 0.00 S) 11 PAVEMENT MARKER EA 18.0000 5,040.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 6 DATE 01/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3116U4 TIME 11:04 AM ESTIMATE NO. 12 BID OPENING 01/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: KLEIBER, KATHARINE DATE OF THIS ESTIMATE 01/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 197,959.20 2,751,789.39 ADJUSTMENT OF COMPENSATION 750.00 750.00 EXTRA WORK 10,256.00 49,757.08 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 208,965.20 2,802,296.47 12 MOBILIZATION LS 375,000.0000 375,000.00 1.000 375,000.00 ORIGINAL CONTRACT AMOUNT 3,787,909.00 TOTAL WORK COMPLETED 208,965.20 3,177,296.47 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,000.00 -74,997.89 TOTAL 204,965.20 3,102,298.58 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 02/27/08 250 03/06/08 03/13/08 04/30/09 201 12 0 0 80% 80% PROGRESS IS SATISFACTORY KLEIBER, KATHARINE RESIDENT ENGINEER PROGRAM CAS145 DATE 01/21/09