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 01/21/10 EST. NO.07 TIME 09:18 AM R.E. NAME: SANDERS, KAREN 01-324704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 01/21/10 EST. NO.07 TIME 09:18 AM R.E. NAME: SANDERS, KAREN 01-324704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 8&9/09 -5,000.00 03 MISSING FBS 7/18/09 -1,000.00 04 PER LTR DATED 11-09 -5,000.00 05 RETURN 11/09 DEDUCT 5,000.00 06 RETURN 11/09 DEDUCT 1,000.00 06 RETURN 11/09 DEDUCT 5,000.00 06 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 042 -200.00 01 0.00 -200.00 TOTAL DEDUCTIONS 0.00 -200.00 PROGRAM CAS145 PAGE 1 DATE 01/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-324704 TIME 09:18 AM ESTIMATE NO. 07 BID OPENING 05/12/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: SANDERS, KAREN DATE OF THIS ESTIMATE 01/21/10 LOCATION PROGRESS ESTIMATE 01-DN-101-14.8/15.6 ----------------- CONDON JOHNSON AND ASSOCIATES IN DEL NORTE COUNTY ABOUT 10.5 KM INC NORTH OF KLAMATH FROM 2.0 KM NORTH P O BOX 12368 OF WILSON CREEK BRIDGE TO 2.4 KM OAKLAND CA 94604 NORTH OF WILSON CREEK BRIDGE FED. AID NO. ACNH-Q101(150)E CONSTRUCT RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 2.000 500.00 03 TIME-RELATED OVERHEAD LS 810,000.0000 810,000.00 0.061 49,410.00 1.000 810,000.00 04 TEMPORARY FENCE (TYPE ESA) LF 3.0000 1,290.00 0.000 0.00 05 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 0.014 14.00 0.945 945.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.900 2,250.00 PREVENTION PLAN 07 TEMPORARY EROSION CONTROL BLANKET SQYD 3.0000 4,500.00 0.000 0.00 08 TEMPORARY FIBER ROLL LF 2.1000 12,285.00 1,805.000 3,790.50 09 TEMPORARY REINFORCED SILT FENCE (TYPE 1) LF 19.0000 31,350.00 1,455.000 27,645.00 10 TEMPORARY GRAVEL BAG BERM LF 3.0000 1,500.00 0.000 0.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 18,000.00 0.000 0.00 12 TEMPORARY COVER SQYD 2.0000 1,700.00 488.880 977.76 13 TEMPORARY CHECK DAM LF 3.0000 600.00 30.000 90.00 75.000 225.00 14 MOVE-IN/MOVE-OUT EA 100.0000 500.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 15 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 2,600.00 9.000 1,800.00 16 STREET SWEEPING LS 11,200.0000 11,200.00 0.019 212.80 0.950 10,640.00 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,000.0000 2,000.00 0.087 174.00 0.950 1,900.00 18 CONSTRUCTION AREA SIGNS LS 2,000.0000 2,000.00 0.891 1,782.00 19 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 0.931 18,620.00 20 TYPE III BARRICADE EA 50.0000 800.00 2.000 100.00 21 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 15.0000 4,200.00 23.000 345.00 113.000 1,695.00 22 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.1000 25,520.00 4,189.000 4,607.90 10,735.000 11,808.50 PROGRAM CAS145 PAGE 2 DATE 01/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-324704 TIME 09:18 AM ESTIMATE NO. 07 BID OPENING 05/12/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: SANDERS, KAREN DATE OF THIS ESTIMATE 01/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CHANNELIZER (SURFACE MOUNTED) EA 8.0000 448.00 10.000 80.00 56.000 448.00 24 TEMPORARY SIGNAL SYSTEM LS 158,000.0000 158,000.00 0.033 5,214.00 0.900 142,200.00 25 PORTABLE CHANGEABLE MESSAGE SIGN EA 9,000.0000 18,000.00 2.000 18,000.00 26 TEMPORARY RAILING (TYPE K) LF 6.0000 24,240.00 120.000 720.00 27 TEMPORARY CRASH CUSHION (ADIEM) EA 3,100.0000 12,400.00 4.000 12,400.00 28 TEMPORARY METAL BEAM GUARD RAILING LF 13.0000 12,350.00 60.000 780.00 140.000 1,820.00 RETAINING WALL 29 REMOVE METAL BEAM GUARD RAILING LF 10.0000 3,000.00 150.000 1,500.00 337.500 3,375.00 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.9000 7,605.00 60.000 234.00 2,124.000 8,283.60 STRIPE 31 REMOVE TRAFFIC STRIPE LF 1.3000 3,159.00 248.000 322.40 1,776.000 2,308.80 32 REMOVE ROADSIDE SIGN EA 200.0000 400.00 1.000 200.00 33 REMOVE CULVERT EA 5,500.0000 11,000.00 2.000 11,000.00 34 REMOVE INLET EA 1,000.0000 5,000.00 1.000 1,000.00 5.000 5,000.00 35 SALVAGE TEMPORARY RAILING (TYPE K) LF 5.0000 8,300.00 0.000 0.00 36 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 1,000.00 0.000 0.00 37 RELOCATE ROADSIDE SIGN-TWO POST EA 200.0000 200.00 0.000 0.00 38 RELOCATE TEMPORARY CRASH CUSHION (ADIEM) EA 300.0000 1,200.00 1.000 300.00 3.000 900.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 15,120.00 0.000 0.00 40 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 41 ROADWAY EXCAVATION CY 36.0000 232,200.00 7,277.660 261,995.76 42 LEAD COMPLIANCE PLAN LS 4,400.0000 4,400.00 0.500 2,200.00 43 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 56.0000 43,176.00 756.000 42,336.00 F) 44 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 34.0000 5,984.00 22.100 751.40 172.300 5,858.20 F) 45 LEAN CONCRETE BACKFILL CY 175.0000 53,900.00 308.000 53,900.00 F) 46 DITCH EXCAVATION CY 200.0000 660.00 0.000 0.00 47 IMPORTED MATERIAL (SHOULDER BACKING) TON 32.0000 40,960.00 0.000 0.00 48 EROSION CONTROL (TYPE D) SQYD 0.8400 10,500.00 1,355.000 1,138.20 49 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 1.000 500.00 PROGRAM CAS145 PAGE 3 DATE 01/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-324704 TIME 09:18 AM ESTIMATE NO. 07 BID OPENING 05/12/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: SANDERS, KAREN DATE OF THIS ESTIMATE 01/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 HOT MIX ASPHALT (TYPE A) TON 132.5000 796,325.00 2,124.490 281,494.93 4,223.700 559,640.25 51 HOT MIX ASPHALT (OPEN GRADED) TON 185.2000 151,864.00 0.000 0.00 52 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 800.0000 960.00 0.000 0.00 PAVEMENT INTERLAYER) 53 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 6.0000 7,020.00 0.000 0.00 54 CENTERLINE RUMBLE STRIP STA 38.0000 2,584.00 0.000 0.00 (HMA, GROUND-IN INDENTATIONS) 55 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.0000 4,710.00 0.000 0.00 56 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 4,230.00 0.000 0.00 57 PLACE HOT MIX ASPHALT SQYD 55.0000 5,500.00 0.000 0.00 (MISCELLANEOUS AREA) 58 STEEL SOLDIER PILE (HP 14 X 89) LF 60.0000 205,380.00 3,398.350 203,901.00 59 STEEL SOLDIER PILE (HP 10 X 57) LF 44.0000 183,480.00 95.000 4,180.00 4,170.000 183,480.00 60 24" DRILLED HOLE LF 54.0000 175,176.00 -389.500 -21,033.00 3,141.000 169,614.00 61 36" DRILLED HOLE LF 78.0000 121,056.00 269.000 20,982.00 1,552.000 121,056.00 62 TIEBACK ANCHOR EA 2,300.0000 455,400.00 4.000 9,200.00 194.600 447,580.00 63 STRUCTURAL CONCRETE, RETAINING WALL CY 810.0000 268,920.00 56.300 45,603.00 294.600 238,626.00 F) 64 CLASS 2 CONCRETE BACKFILL CY 225.0000 100,125.00 445.000 100,125.00 F) 65 MINOR CONCRETE (MINOR STRUCTURE) CY 700.0000 9,800.00 1.690 1,183.00 12.230 8,561.00 F) 66 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0500 91,198.80 5,565.000 5,843.25 86,197.000 90,506.85 F) (EPOXY COATED) 67 TREATED TIMBER LAGGING MFBM 2,350.0000 260,850.00 104.800 246,280.00 F) 68 CLEAN AND PAINT STEEL SOLDIER PILING LS 15,000.0000 15,000.00 0.936 14,040.00 69 CLEAN AND PAINT STEEL SOLDIER PILING LS 101,000.0000 101,000.00 0.100 10,100.00 1.000 101,000.00 (SINGLE UNDERCOAT) 70 18" POLYMERIC SHEET COATED CORRUGATED LF 150.0000 79,500.00 21.900 3,285.00 539.000 80,850.00 STEEL PIPE (.109" THICK) 71 24" POLYMERIC SHEET COATED CORRUGATED LF 150.0000 45,000.00 3.500 525.00 254.900 38,235.00 STEEL PIPE (.109" THICK) 72 12" POLYMERIC SHEET COATED CORRUGATED LF 240.0000 4,800.00 16.000 3,840.00 16.000 3,840.00 STEEL PIPE DOWNDRAIN (.109" THICK) 73 12" ENTRANCE TAPER EA 200.0000 400.00 1.000 200.00 1.000 200.00 74 36" CORRUGATED STEEL PIPE INLET LF 330.0000 15,180.00 4.900 1,617.00 11.500 3,795.00 (.109" THICK) 75 ROCK SLOPE PROTECTION CY 80.0000 2,480.00 35.200 2,816.00 (BACKING NO. 2, METHOD B) 76 ROCK SLOPE PROTECTION FABRIC SQYD 7.0000 231.00 36.800 257.60 PROGRAM CAS145 PAGE 4 DATE 01/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-324704 TIME 09:18 AM ESTIMATE NO. 07 BID OPENING 05/12/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: SANDERS, KAREN DATE OF THIS ESTIMATE 01/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (GUTTER) LF 36.0000 17,604.00 285.000 10,260.00 285.000 10,260.00 F) 78 MINOR CONCRETE (CABLE RAILING SUPPORT) LF 36.0000 17,604.00 285.000 10,260.00 285.000 10,260.00 F) 79 MINOR CONCRETE (CONCRETE FILLER) LF 32.0000 11,136.00 146.000 4,672.00 146.000 4,672.00 F) 80 MINOR CONCRETE (CAP) LF 38.0000 24,586.00 29.000 1,102.00 606.000 23,028.00 F) 81 MISCELLANEOUS IRON AND STEEL LB 2.6000 9,757.80 202.000 525.20 2,059.000 5,353.40 F) 82 MISCELLANEOUS METAL (BRIDGE) LB 28.0000 17,444.00 40.500 1,134.00 491.000 13,748.00 F) 83 MILEPOST MARKER EA 55.0000 55.00 0.000 0.00 84 MARKER (CULVERT) EA 55.0000 385.00 0.000 0.00 85 METAL BEAM GUARD RAILING LF 21.2500 42,500.00 0.000 0.00 86 CABLE RAILING LF 20.0000 22,740.00 602.300 12,046.00 F) 87 TRANSITION RAILING (TYPE WB) EA 3,500.0000 21,000.00 0.000 0.00 88 END CAP (TYPE TC) EA 225.0000 1,350.00 0.000 0.00 89 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 14,000.00 0.000 0.00 90 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 321.0000 19,260.00 22.000 7,062.00 58.000 18,618.00 91 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 125.0000 61,875.00 140.500 17,562.50 483.000 60,375.00 F) 92 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 7,080.00 0.000 0.00 93 PAVEMENT MARKER EA 8.2500 2,887.50 0.000 0.00 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 01/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-324704 TIME 09:18 AM ESTIMATE NO. 07 BID OPENING 05/12/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: SANDERS, KAREN DATE OF THIS ESTIMATE 01/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 484,633.38 4,258,276.42 ADJUSTMENT OF COMPENSATION 0.00 32,664.00 EXTRA WORK 0.00 80,901.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 484,633.38 4,371,842.14 94 MOBILIZATION LS 540,000.0000 540,000.00 1.000 540,000.00 ORIGINAL CONTRACT AMOUNT 5,590,181.10 TOTAL WORK COMPLETED 484,633.38 4,911,842.14 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -200.00 TOTAL 484,633.38 4,911,642.14 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 042 LEAD COMPLIANCE PLAN 4,000.00 4,400.00 400.00 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 06/24/09 145 07/09/09 07/09/09 02/15/10 144 52 0 0 87% 99% PROGRESS IS SATISFACTORY SANDERS, KAREN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/21/10