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 02/23/10 EST. NO.08 TIME 10:04 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 --------------------------------------------------------------------------- 001 0008-1 -1,133.38 E.W. @ F.A.(+) 072109 N 008 0 DAO CORRECTING ENTRY 0032 1,930.08 081509 N 032 0 0035 1,896.49 081909 N 035 0 0037 222.67 082109 N 037 0 0039 668.00 082409 N 039 0 0040 1,597.65 082509 N 040 0 0041 1,113.34 082609 N 041 0 0042 371.10 070909 N 042 0 0043 482.00 071009 N 043 0 0044 546.04 071309 N 044 0 0045 550.48 071409 N 045 0 0046 636.62 071509 N 046 0 0047 636.62 071609 N 047 0 0048 636.62 071709 N 048 0 0049 1,181.24 072309 N 049 0 0051 618.25 073109 N 051 0 0052 930.50 080309 N 052 0 0053 612.35 080409 N 053 0 0054 278.34 080509 N 054 0 0055 278.34 080609 N 055 0 14,053.35 TOTAL THIS ESTIMATE 113,565.72 TOTAL PREVIOUS ESTIMATE 127,619.07 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 02/23/10 EST. NO.08 TIME 10:04 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 OVERBID ITEM NO. 042 -100.00 08 -100.00 -300.00 TOTAL DEDUCTIONS -100.00 -300.00 PROGRAM CAS145 PAGE 1 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-324704 TIME 10:04 AM ESTIMATE NO. 08 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 02/22/10 R.E. NAME: SANDERS, KAREN DATE OF THIS ESTIMATE 02/23/10 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 1.000 250.00 3.000 750.00 03 TIME-RELATED OVERHEAD LS 810,000.0000 810,000.00 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 0.945 945.00 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 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 1.000 200.00 10.000 2,000.00 16 STREET SWEEPING LS 11,200.0000 11,200.00 0.950 10,640.00 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,000.0000 2,000.00 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 4,200.00 113.000 1,695.00 22 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.1000 25,520.00 5,517.000 6,068.70 16,252.000 17,877.20 PROGRAM CAS145 PAGE 2 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-324704 TIME 10:04 AM ESTIMATE NO. 08 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 02/22/10 R.E. NAME: SANDERS, KAREN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 56.000 448.00 24 TEMPORARY SIGNAL SYSTEM LS 158,000.0000 158,000.00 0.100 15,800.00 1.000 158,000.00 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 12,350.00 140.000 1,820.00 RETAINING WALL 29 REMOVE METAL BEAM GUARD RAILING LF 10.0000 3,000.00 337.500 3,375.00 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.9000 7,605.00 2,124.000 8,283.60 STRIPE 31 REMOVE TRAFFIC STRIPE LF 1.3000 3,159.00 5,155.000 6,701.50 6,931.000 9,010.30 32 REMOVE ROADSIDE SIGN EA 200.0000 400.00 1.000 200.00 2.000 400.00 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 5.000 5,000.00 35 SALVAGE TEMPORARY RAILING (TYPE K) LF 5.0000 8,300.00 1,380.000 6,900.00 1,380.000 6,900.00 36 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 1,000.00 5.000 1,000.00 5.000 1,000.00 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 3.000 900.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 15,120.00 1,816.200 21,794.40 1,816.200 21,794.40 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 0.250 1,100.00 0.750 3,300.00 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 3.700 125.80 176.000 5,984.00 F) 45 LEAN CONCRETE BACKFILL CY 175.0000 53,900.00 -4.000 -700.00 304.000 53,200.00 F) 46 DITCH EXCAVATION CY 200.0000 660.00 3.300 660.00 3.300 660.00 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 1,520.000 1,276.80 2,875.000 2,415.00 49 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 1.000 500.00 2.000 1,000.00 PROGRAM CAS145 PAGE 3 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-324704 TIME 10:04 AM ESTIMATE NO. 08 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 02/22/10 R.E. NAME: SANDERS, KAREN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,938.670 256,873.78 6,162.370 816,514.03 51 HOT MIX ASPHALT (OPEN GRADED) TON 185.2000 151,864.00 1,004.300 185,996.36 1,004.300 185,996.36 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 4,230.00 236.000 708.00 236.000 708.00 57 PLACE HOT MIX ASPHALT SQYD 55.0000 5,500.00 38.900 2,139.50 38.900 2,139.50 (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 4,170.000 183,480.00 60 24" DRILLED HOLE LF 54.0000 175,176.00 3,141.000 169,614.00 61 36" DRILLED HOLE LF 78.0000 121,056.00 1,552.000 121,056.00 62 TIEBACK ANCHOR EA 2,300.0000 455,400.00 194.600 447,580.00 63 STRUCTURAL CONCRETE, RETAINING WALL CY 810.0000 268,920.00 23.400 18,954.00 318.000 257,580.00 F) 64 CLASS 2 CONCRETE BACKFILL CY 225.0000 100,125.00 -7.000 -1,575.00 438.000 98,550.00 F) 65 MINOR CONCRETE (MINOR STRUCTURE) CY 700.0000 9,800.00 12.230 8,561.00 F) 66 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0500 91,198.80 86,197.000 90,506.85 F) (EPOXY COATED) 67 TREATED TIMBER LAGGING MFBM 2,350.0000 260,850.00 5.000 11,750.00 109.800 258,030.00 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 1.000 101,000.00 (SINGLE UNDERCOAT) 70 18" POLYMERIC SHEET COATED CORRUGATED LF 150.0000 79,500.00 539.000 80,850.00 STEEL PIPE (.109" THICK) 71 24" POLYMERIC SHEET COATED CORRUGATED LF 150.0000 45,000.00 254.900 38,235.00 STEEL PIPE (.109" THICK) 72 12" POLYMERIC SHEET COATED CORRUGATED LF 240.0000 4,800.00 16.000 3,840.00 STEEL PIPE DOWNDRAIN (.109" THICK) 73 12" ENTRANCE TAPER EA 200.0000 400.00 1.000 200.00 74 36" CORRUGATED STEEL PIPE INLET LF 330.0000 15,180.00 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 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-324704 TIME 10:04 AM ESTIMATE NO. 08 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 02/22/10 R.E. NAME: SANDERS, KAREN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 17,604.00 156.000 5,616.00 441.000 15,876.00 F) 78 MINOR CONCRETE (CABLE RAILING SUPPORT) LF 36.0000 17,604.00 156.000 5,616.00 441.000 15,876.00 F) 79 MINOR CONCRETE (CONCRETE FILLER) LF 32.0000 11,136.00 202.000 6,464.00 348.000 11,136.00 F) 80 MINOR CONCRETE (CAP) LF 38.0000 24,586.00 13.000 494.00 619.000 23,522.00 F) 81 MISCELLANEOUS IRON AND STEEL LB 2.6000 9,757.80 404.000 1,050.40 2,463.000 6,403.80 F) 82 MISCELLANEOUS METAL (BRIDGE) LB 28.0000 17,444.00 128.000 3,584.00 619.000 17,332.00 F) 83 MILEPOST MARKER EA 55.0000 55.00 0.000 0.00 84 MARKER (CULVERT) EA 55.0000 385.00 13.000 715.00 13.000 715.00 85 METAL BEAM GUARD RAILING LF 21.2500 42,500.00 1,987.500 42,234.38 1,987.500 42,234.38 86 CABLE RAILING LF 20.0000 22,740.00 458.700 9,174.00 1,061.000 21,220.00 F) 87 TRANSITION RAILING (TYPE WB) EA 3,500.0000 21,000.00 6.000 21,000.00 6.000 21,000.00 88 END CAP (TYPE TC) EA 225.0000 1,350.00 6.000 1,350.00 6.000 1,350.00 89 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 14,000.00 7.000 19,600.00 7.000 19,600.00 90 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 321.0000 19,260.00 2.000 642.00 60.000 19,260.00 91 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 125.0000 61,875.00 12.000 1,500.00 495.000 61,875.00 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 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-324704 TIME 10:04 AM ESTIMATE NO. 08 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 02/22/10 R.E. NAME: SANDERS, KAREN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 655,763.62 4,914,040.04 ADJUSTMENT OF COMPENSATION 0.00 32,664.00 EXTRA WORK 14,053.35 94,955.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 669,816.97 5,041,659.11 94 MOBILIZATION LS 540,000.0000 540,000.00 1.000 540,000.00 ORIGINAL CONTRACT AMOUNT 5,590,181.10 TOTAL WORK COMPLETED 669,816.97 5,581,659.11 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -100.00 -300.00 TOTAL 669,716.97 5,581,359.11 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 02/24/10 162 67 19 0 94% 99% PROGRESS IS SATISFACTORY 7 DAY CALENDAR SANDERS, KAREN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/10