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 03/10/14 EST. NO.18 TIME 09:11 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 --------------------------------------------------------------------------- *** 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 03/10/14 EST. NO.18 TIME 09:11 AM R.E. NAME: JOHNSON, RYAN 02-3C3004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 16 RECEIVED CEM2402F 10,000.00 18 10,000.00 0.00 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 RETURN DEDUCT 8/13 3,000.00 14 RETURN DEDUC 9/13 7,000.00 14 PER LTR DATED 11/13 -2,000.00 15 RETURN DEDUCT 11/13 2,000.00 16 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/10/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C3004 TIME 09:11 AM ESTIMATE NO. 18 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 12/16/13 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 03/10/14 LOCATION FINAL 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 1.000 8,950 002 CONSTRUCTION SITE MANAGEMENT LS 12,800.0000 12,800.00 1.000 12,800 003 PREPARE STORM WATER POLLUTION LS 26,000.0000 26,000.00 1.000 26,000 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 1.000 20,730 007 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,900.0000 15,900.00 1.000 15,900 008 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 009 TIME-RELATED OVERHEAD (WDAY) WDAY 100.0000 30,000.00 300.000 30,000 010 CONSTRUCTION AREA SIGNS LS 9,600.0000 9,600.00 1.000 9,600 011 TRAFFIC CONTROL SYSTEM LS 830,376.8600 830,376.86 1.000 830,376 012 PORTABLE CHANGEABLE MESSAGE SIGN LS 68,800.0000 68,800.00 1.000 68,800 013 REMOVE METAL BEAM GUARD RAILING LF 5.5000 36,960.00 6,766.000 37,213 014 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 42,984.000 1,547,424 (STEEL POST) 016 PREPARE CONCRETE BARRIER SLAB SURFACE SQFT 2.8000 7,028.00 2,510.000 7,028 017 REMOVE 36" CORRUGATED STEEL PIPE LF 47.0000 15,322.00 338.000 15,886 RETAINING WALL 018 ROADWAY EXCAVATION CY 70.0000 28,700.00 385.540 26,987 019 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 03/10/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C3004 TIME 09:11 AM ESTIMATE NO. 18 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 12/16/13 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 03/10/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 70.700 6,292 024 STRUCTURE EXCAVATION (ROCK ANCHOR WALL) CY 166.0000 78,020.00 484.900 80,493 (F) 025 STRUCTURE BACKFILL (ROCK ANCHOR WALL) CY 94.0000 20,586.00 230.700 21,685 (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 1,590.000 238,500 030 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 3,200.00 1.000 800 031 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1300 21,320.00 32,154.000 4,180 032 HOT MIX ASPHALT (TYPE A) TON 152.0000 152,000.00 858.440 130,482 033 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 17.0000 7,480.00 615.500 10,463 034 PLACE HOT MIX ASPHALT SQYD 52.0000 6,968.00 159.720 8,305 (MISCELLANEOUS AREA) 035 TACK COAT TON 600.0000 600.00 1.000 600 036 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 77.600 105,536 (F) 039 STRUCTURAL CONCRETE, BARRIER SLAB CY 810.0000 242,190.00 299.000 242,190 (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 2,080.500 33,288 (F) 042 FURNISH POLYESTER CONCRETE OVERLAY CF 275.0000 43,175.00 165.600 45,540 043 PLACE POLYESTER CONCRETE OVERLAY SQFT 12.0000 30,120.00 2,510.000 30,120 (F) 044 BAR REINFORCING STEEL (RETAINING WALL) LB 1.8000 52,254.00 31,632.000 56,937 (F) 045 SHOTCRETE CY 2,030.0000 71,050.00 37.500 76,125 (F) 046 PREPARE AND STAIN CONCRETE SQFT 12.0000 23,040.00 2,080.500 24,966 047 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 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 03/10/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C3004 TIME 09:11 AM ESTIMATE NO. 18 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 12/16/13 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 03/10/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,400.00 192.000 4,224 052 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 2,787.000 139,350 054 TRANSITION RAILING (TYPE WB) EA 4,345.0000 82,555.00 21.000 91,245 055 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 27.000 144,045 057 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 3.000 3,630 059 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,400.0000 158,400.00 36.000 158,400 060 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,300.0000 290,400.00 88.000 290,400 061 CONCRETE BARRIER (TYPE 736) LF 105.0000 50,820.00 484.000 50,820 (F) 062 CONCRETE BARRIER (TYPE 736B) LF 212.0000 16,960.00 93.300 19,779 063 CONCRETE BARRIER LF 560.0000 95,200.00 213.600 119,616 (TRANSITION ANCHOR BLOCK) 064 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 03/10/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C3004 TIME 09:11 AM ESTIMATE NO. 18 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 12/16/13 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 03/10/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 5,594,036.10 ADJUSTMENT OF COMPENSATION 0.00 33,840.93 EXTRA WORK 0.00 268,603.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 5,896,480.19 065 MOBILIZATION LS 600,000.0000 600,000.00 1.000 600,000 ORIGINAL CONTRACT AMOUNT 6,141,942.36 TOTAL WORK COMPLETED 0.00 6,496,480.19 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 10,000.00 6,496,480.19 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/16/12 300 09/17/12 09/10/12 12/16/13 195 119 0 0 100% 100% JOHNSON, RYAN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/10/14