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 09/19/13 EST. NO.13 TIME 11:13 AM 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 --------------------------------------------------------------------------- 004 0005 22,668.30 E.W. @ U.P (+) 081313 N 0005 0 0006 18,387.20 091613 N 0006 0 008 0001 1,608.62 E.W. @ L.S.(+) 071613 N 0001 0 009 0001 2,390.00 E.W. @ L.S.(+) 091313 N 0001 0 45,054.12 TOTAL THIS ESTIMATE 174,122.48 TOTAL PREVIOUS ESTIMATE 219,176.60 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 09/19/13 EST. NO.13 TIME 11:13 AM 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 PER LTR DATED 7/13 -7,000.00 11 PER LTR DATED 8/13 -3,000.00 12 PER LTR DATED 9/13 -7,000.00 13 RETURN DEDUCT 7/13 7,000.00 13 RETURN DEDUCT 5/13 2,000.00 13 2,000.00 -10,000.00 TOTAL DEDUCTIONS 2,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C3004 TIME 11:13 AM ESTIMATE NO. 13 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 09/17/13 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 09/19/13 LOCATION 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 0.063 806.40 0.463 5,926 003 PREPARE STORM WATER POLLUTION LS 26,000.0000 26,000.00 0.090 2,340.00 0.680 17,680 PREVENTION PLAN 004 TEMPORARY FIBER ROLL LF 4.0000 6,000.00 600.000 2,400 005 TEMPORARY STRAW BALE BARRIER LF 27.0000 22,410.00 800.000 21,600 006 STREET SWEEPING LS 20,730.0000 20,730.00 0.463 9,597.99 0.463 9,597 007 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,900.0000 15,900.00 0.013 206.70 0.793 12,608 008 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 009 TIME-RELATED OVERHEAD (WDAY) WDAY 100.0000 30,000.00 19.000 1,900.00 139.000 13,900 010 CONSTRUCTION AREA SIGNS LS 9,600.0000 9,600.00 0.013 124.80 0.793 7,612 011 TRAFFIC CONTROL SYSTEM LS 830,376.8600 830,376.86 0.063 52,313.74 0.463 384,464 012 PORTABLE CHANGEABLE MESSAGE SIGN LS 68,800.0000 68,800.00 0.063 4,334.40 0.463 31,854 013 REMOVE METAL BEAM GUARD RAILING LF 5.5000 36,960.00 6,553.500 36,044 014 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 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 15,322.00 338.000 15,886 RETAINING WALL 018 ROADWAY EXCAVATION CY 70.0000 28,700.00 22.300 1,561.00 57.540 4,027 019 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 09/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C3004 TIME 11:13 AM ESTIMATE NO. 13 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 09/17/13 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 09/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 21.670 1,928 024 STRUCTURE EXCAVATION (ROCK ANCHOR WALL) CY 166.0000 78,020.00 23.100 3,834.60 484.900 80,493 (F) 025 STRUCTURE BACKFILL (ROCK ANCHOR WALL) CY 94.0000 20,586.00 11.700 1,099.80 192.700 18,113 (F) 026 EARTH RETAINING STRUCTURE SQFT 29.0000 113,100.00 2,935.000 85,115 (GUARD RAILING) 027 EARTH RETAINING STRUCTURE SQFT 41.0000 48,790.00 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 210,000.00 231.200 34,680.00 1,590.000 238,500 030 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 1,849.850 207,183 037 DRILLED HOLE LF 75.0000 143,550.00 1,809.600 135,720 038 STRUCTURAL CONCRETE, RETAINING WALL CY 1,360.0000 84,320.00 16.900 22,984.00 77.600 105,536 (F) 039 STRUCTURAL CONCRETE, BARRIER SLAB CY 810.0000 242,190.00 174.000 140,940.00 293.000 237,330 (F) 040 MINOR CONCRETE (MINOR STRUCTURE) CY 1,125.0000 58,612.50 51.000 57,375 (F) 041 FIELDSTONE FORMED RELIEF TEXTURE SQFT 16.0000 30,720.00 456.500 7,304.00 2,080.500 33,288 (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 7,232.000 13,017.60 31,632.000 56,937 (F) 045 SHOTCRETE CY 2,030.0000 71,050.00 8.500 17,255.00 37.500 76,125 (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 90.000 21,600 048 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 260.0000 5,200.00 13.000 3,380.00 33.000 8,580 (.109" THICK) 049 ROCK SLOPE PROTECTION CY 365.0000 25,550.00 102.100 37,266 (1/4T, METHOD B) PROGRAM CAS145 PAGE 3 DATE 09/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C3004 TIME 11:13 AM ESTIMATE NO. 13 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 09/17/13 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 09/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,220.00 325.300 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 16.000 69,520 055 STACKED ROCK WALL LAPPED TRANSITION EA 6,627.5000 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 7,700 058 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,210.0000 1,210.00 2.000 2,420 059 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,400.0000 158,400.00 34.000 149,600 060 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,300.0000 290,400.00 86.000 283,800 061 CONCRETE BARRIER (TYPE 736) LF 105.0000 50,820.00 96.800 10,164.00 96.800 10,164 (F) 062 CONCRETE BARRIER (TYPE 736B) LF 212.0000 16,960.00 16.000 3,392.00 16.000 3,392 063 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 0.400 4,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 09/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C3004 TIME 11:13 AM ESTIMATE NO. 13 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 09/17/13 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 09/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 331,236.03 4,596,835.66 ADJUSTMENT OF COMPENSATION 0.00 11,114.70 EXTRA WORK 45,054.12 208,061.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 376,290.15 4,816,012.26 065 MOBILIZATION LS 600,000.0000 600,000.00 1.000 600,000 ORIGINAL CONTRACT AMOUNT 6,141,942.36 TOTAL WORK COMPLETED 376,290.15 5,416,012.26 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 2,000.00 -10,000.00 TOTAL 378,290.15 5,406,012.26 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 05/14/14 139 115 0 0 81% 46% PROGRESS IS SATISFACTORY JOHNSON, RYAN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/19/13