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 06/17/13 EST. NO.10 TIME 01:01 PM R.E. NAME: JOHNSON, RYAN 02-3C3004 --------------------------------------------------------------------------- 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 9,672.12 E.W. @ U.P (+) 060713 N 0008 0 003 0012 216.72 A.C. @ U.P.(+) 061313 N 0012 0 0013 477.45 E.W. @ U.P (+) 061313 N 0013 0 004 0003 12,171.60 E.W. @ U.P (+) 060713 N 0003 0 22,537.89 TOTAL THIS ESTIMATE 100,385.80 TOTAL PREVIOUS ESTIMATE 122,923.69 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 06/17/13 EST. NO.10 TIME 01:01 PM R.E. NAME: JOHNSON, RYAN 02-3C3004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 1/13 -3,000.00 04 PER LTR DATED 2/13 -4,000.00 06 PER LTR DATED 3/13 -2,000.00 07 RETURN DEDUCT 1/13 3,000.00 08 RETURN DEDUCT 2/13 4,000.00 08 RETURN DEDUCT 3/13 2,000.00 08 PER LTR DATED 5/13 -2,000.00 09 0.00 -2,000.00 TOTAL DEDUCTIONS 0.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C3004 TIME 01:01 PM ESTIMATE NO. 10 BID OPENING 05/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/13/13 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 06/17/13 LOCATION RERUN PROGRESS ESTIMATE 02-PLU-70-0.1/35.1 ----------------------- STEWART ENGINEER INC IN PLUMAS COUNTY AT VARIOUS PO BOX 990010 LOCATIONS FROM GRIZZLY CREEK BRIDGE REDDING, CA 96099 TO 0.1 MILE WEST OF SPANISH CREEK BRIDGE. FED. AID NO. ACHS-P070(102)E ,STP- ( ) INSTALL MBGR, CONCRETE BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 8,950.0000 8,950.00 0.750 6,712 002 CONSTRUCTION SITE MANAGEMENT LS 12,800.0000 12,800.00 0.141 1,804.80 0.253 3,238 003 PREPARE STORM WATER POLLUTION LS 26,000.0000 26,000.00 0.045 1,170.00 0.545 14,170 PREVENTION PLAN 004 TEMPORARY FIBER ROLL LF 4.0000 6,000.00 600.000 2,400 005 TEMPORARY STRAW BALE BARRIER LF 27.0000 22,410.00 23.000 621.00 800.000 21,600 006 STREET SWEEPING LS 20,730.0000 20,730.00 0.000 0 007 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,900.0000 15,900.00 0.012 190.80 0.751 11,940 008 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 009 TIME-RELATED OVERHEAD (WDAY) WDAY 100.0000 30,000.00 0.060 6.00 0.253 25 010 CONSTRUCTION AREA SIGNS LS 9,600.0000 9,600.00 0.006 57.60 0.751 7,209 011 TRAFFIC CONTROL SYSTEM LS 830,376.8600 830,376.86 0.060 49,822.61 0.253 210,085 012 PORTABLE CHANGEABLE MESSAGE SIGN LS 68,800.0000 68,800.00 0.060 4,128.00 0.253 17,406 013 REMOVE METAL BEAM GUARD RAILING LF 5.5000 36,960.00 390.500 2,147.75 6,400.000 35,200 014 SALVAGE CONCRETE BARRIER (TYPE K) LF 24.0000 1,440.00 60.000 1,440 015 RECONSTRUCT METAL BEAM GUARD RAILING LF 36.0000 1,540,800.00 209.250 7,533.00 42,606.250 1,533,825 (STEEL POST) 016 PREPARE CONCRETE BARRIER SLAB SURFACE SQFT 2.8000 7,028.00 0.000 0 017 REMOVE 36" CORRUGATED STEEL PIPE LF 47.0000 15,322.00 273.000 12,831 RETAINING WALL 018 ROADWAY EXCAVATION CY 70.0000 28,700.00 28.500 1,995.00 28.500 1,995 019 LEAD COMPLIANCE PLAN LS 1,650.0000 1,650.00 1.000 1,650 020 ASBESTOS COMPLIANCE PLAN LS 1,650.0000 1,650.00 1.000 1,650 (NATURALLY OCCURING ASBESTOS) 021 DUST CONTROL PLAN LS 1,650.0000 1,650.00 1.000 1,650 (NATURALLY OCCURRING ASBESTOS) 022 SAMPLING AND ANALYSIS PLAN LS 1,650.0000 1,650.00 1.000 1,650 (NATURALLY OCCURRING ASBESTOS) PROGRAM CAS145 PAGE 2 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C3004 TIME 01:01 PM ESTIMATE NO. 10 BID OPENING 05/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/13/13 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 SHOULDER BACKING TON 89.0000 16,910.00 1.670 148.63 21.670 1,928 024 STRUCTURE EXCAVATION (ROCK ANCHOR WALL) CY 166.0000 78,020.00 103.000 17,098.00 334.000 55,444 (F) 025 STRUCTURE BACKFILL (ROCK ANCHOR WALL) CY 94.0000 20,586.00 0.000 0 (F) 026 EARTH RETAINING STRUCTURE SQFT 29.0000 113,100.00 2,935.000 85,115.00 2,935.000 85,115 (GUARD RAILING) 027 EARTH RETAINING STRUCTURE SQFT 41.0000 48,790.00 550.000 22,550.00 1,086.000 44,526 (CORRUGATED STEEL PIPE) 028 SOIL ANCHOR EA 1,930.0000 125,450.00 65.000 125,450 029 ROCK ANCHOR ASSEMBLY LF 150.0000 210,000.00 634.000 95,100.00 634.000 95,100 030 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 3,200.00 0.000 0 031 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1300 21,320.00 0.000 0 032 HOT MIX ASPHALT (TYPE A) TON 152.0000 152,000.00 0.000 0 033 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 17.0000 7,480.00 0.000 0 034 PLACE HOT MIX ASPHALT SQYD 52.0000 6,968.00 0.000 0 (MISCELLANEOUS AREA) 035 TACK COAT TON 600.0000 600.00 0.000 0 036 STEEL PIN PILE (6"XX STRONG PIPE) LF 112.0000 209,440.00 613.450 68,706.40 824.050 92,293 037 DRILLED HOLE LF 75.0000 143,550.00 495.450 37,158.75 706.050 52,953 038 STRUCTURAL CONCRETE, RETAINING WALL CY 1,360.0000 84,320.00 0.000 0 (F) 039 STRUCTURAL CONCRETE, BARRIER SLAB CY 810.0000 242,190.00 0.000 0 (F) 040 MINOR CONCRETE (MINOR STRUCTURE) CY 1,125.0000 58,612.50 7.700 8,662.50 48.300 54,337 (F) 041 FIELDSTONE FORMED RELIEF TEXTURE SQFT 16.0000 30,720.00 0.000 0 (F) 042 FURNISH POLYESTER CONCRETE OVERLAY CF 275.0000 43,175.00 0.000 0 043 PLACE POLYESTER CONCRETE OVERLAY SQFT 12.0000 30,120.00 0.000 0 (F) 044 BAR REINFORCING STEEL (RETAINING WALL) LB 1.8000 52,254.00 0.000 0 (F) 045 SHOTCRETE CY 2,030.0000 71,050.00 0.000 0 (F) 046 PREPARE AND STAIN CONCRETE SQFT 12.0000 23,040.00 0.000 0 047 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 240.0000 21,600.00 10.000 2,400.00 90.000 21,600 048 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 260.0000 5,200.00 20.000 5,200.00 20.000 5,200 (.109" THICK) 049 ROCK SLOPE PROTECTION CY 365.0000 25,550.00 13.300 4,854.50 129.100 47,121 (1/4T, METHOD B) PROGRAM CAS145 PAGE 3 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C3004 TIME 01:01 PM ESTIMATE NO. 10 BID OPENING 05/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/13/13 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 14.0000 3,220.00 29.400 411.60 325.300 4,554 051 GUARD RAILING DELINEATOR EA 22.0000 4,400.00 183.000 4,026 052 OBJECT MARKER EA 55.0000 4,950.00 72.000 3,960 053 METAL BEAM GUARD RAILING (STEEL POST) LF 50.0000 124,500.00 2,587.000 129,350 054 TRANSITION RAILING (TYPE WB) EA 4,345.0000 82,555.00 5.000 21,725.00 16.000 69,520 055 STACKED ROCK WALL LAPPED TRANSITION EA 6,627.5000 13,255.00 2.000 13,255.00 2.000 13,255 RAILING 056 STACKED ROCK WALL TRANSITION RAILING EA 5,335.0000 138,710.00 26.000 138,710 057 TRANSITION TYPE 15 MODIFIED RAILING EA 3,850.0000 7,700.00 2.000 7,700.00 2.000 7,700 058 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,210.0000 1,210.00 1.000 1,210.00 2.000 2,420 059 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,400.0000 158,400.00 1.000 4,400.00 34.000 149,600 060 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,300.0000 290,400.00 1.000 3,300.00 86.000 283,800 061 CONCRETE BARRIER (TYPE 736) LF 105.0000 50,820.00 0.000 0 (F) 062 CONCRETE BARRIER (TYPE 736B) LF 212.0000 16,960.00 0.000 0 063 CONCRETE BARRIER LF 560.0000 95,200.00 155.600 87,136 (TRANSITION ANCHOR BLOCK) 064 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.250 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C3004 TIME 01:01 PM ESTIMATE NO. 10 BID OPENING 05/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/13/13 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 468,471.94 3,464,280.63 ADJUSTMENT OF COMPENSATION 216.72 10,781.82 EXTRA WORK 22,321.17 112,141.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 491,009.83 3,587,204.32 065 MOBILIZATION LS 600,000.0000 600,000.00 1.000 600,000 ORIGINAL CONTRACT AMOUNT 6,141,942.36 TOTAL WORK COMPLETED 491,009.83 4,187,204.32 MATERIALS ON HAND ON SITE 83,849.40 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,000.00 TOTAL 491,009.83 4,269,053.72 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 07/16/12 300 09/17/12 09/10/12 05/09/14 76 112 0 0 64% 25% PROGRESS IS SATISFACTORY JOHNSON, RYAN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/13