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 03/23/15 EST. NO. 021 TIME 11:17 AM R.E. NAME: BAILEY, JOHN 02-3C9204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0001 3,840.66 E.W. @ F.A.(+) 111313 N JFS001 0002 2,458.53 110513 N AFC002 008 0009 36,036.00 E.W. @ U.P (+) 121014 N JFS009 010 0001 37,781.14 E.W. @ F.A.(+) 111014 N JFS001 0002 8,070.11 111114 N JFS002 0003 5,066.02 010515 N JFS003 0004 9,199.57 010615 N JFS004 0005 9,281.03 010715 N JFS005 0006 1,252.36 010815 N JFS006 0007 342.12 010515 N JFS007 011 0001 11,000.00 E.W. @ L.S.(+) 110713 N JFS001 012 0001 7,800.00 E.W. @ L.S.(+) 041514 N JFS001 132,127.54 TOTAL THIS ESTIMATE 925,644.85 TOTAL PREVIOUS ESTIMATE 1,057,772.39 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 03/23/15 EST. NO. 021 TIME 11:17 AM R.E. NAME: BAILEY, JOHN 02-3C9204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 006 REC'D FHWA 1391 10,000.00 015 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 9/13 -5,000.00 007 RTN DEDUCT 9/13 5,000.00 011 PER LTR DATED 11/14 -5,000.00 019 PER LTR DATED 12/14 -1,000.00 020 RETURN DEDUCT 11/14 5,000.00 020 RTN DEDUCT 12/14 1,000.00 021 1,000.00 0.00 TOTAL DEDUCTIONS 1,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C9204 TIME 11:17 AM ESTIMATE NO. 021 BID OPENING 07/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: BAILEY, JOHN DATE OF THIS ESTIMATE 03/23/15 LOCATION PROGRESS ESTIMATE 02-SIS-5-R50.6/R52.1 ----------------- J F SHEA CONSTRUCTION INC IN SISKIYOU COUNTY NEAR YREKA FROM P O BOX 494519 0.6 MILE SOUTH OF SHASTA RIVER REDDING CA 96049 BRIDGES TO 0.2 MILE SOUTH OF VISTA POINT FED. AID NO. ACBR-IM00(591)71E DECK REPLACEMENT, SEISMIC RETROFIT ------------------------------------------------------------------------------------------------------------------------------------ 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 25,000.0000 25,000.00 1.000 25,000 002 TEMPORARY FENCE (TYPE ESA) LF 7.0000 10,150.00 1,410.000 9,870 003 TEMPORARY SUPPORT LS 500,000.0000 500,000.00 1.000 500,000 004 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 005 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500 PREVENTION PLAN 006 TEMPORARY EROSION CONTROL BLANKET SQYD 9.0000 4,050.00 448.050 4,032 007 TEMPORARY FIBER ROLL LF 9.0000 10,800.00 1,160.000 10,440 008 TEMPORARY SILT FENCE LF 9.0000 10,800.00 1,160.000 10,440 009 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 2.000 8,000 010 TEMPORARY COVER SQYD 2.0000 2,000.00 1,000.000 2,000 011 TEMPORARY CHECK DAM LF 6.0000 1,200.00 200.000 1,200 012 MOVE-IN/MOVE-OUT EA 700.0000 7,700.00 4.000 2,800 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 1,000.00 5.000 1,000 014 TEMPORARY HYDRAULIC MULCH SQYD 0.4000 4,840.00 12,100.000 4,840 (POLYMER STABILIZED FIBER MATRIX) 015 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,000.0000 3,000.00 1.000 3,000 016 TEMPORARY SOIL BINDER SQYD 1.0000 12,100.00 0.000 0 017 RAIN EVENT ACTION PLAN EA 600.0000 56,400.00 9.000 5,400 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 550.0000 13,200.00 1.000 550 020 TIME-RELATED OVERHEAD (WDAY) WDAY 600.0000 210,000.00 308.000 184,800 021 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.753 9,036 022 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 PROGRAM CAS145 PAGE 2 DATE 03/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C9204 TIME 11:17 AM ESTIMATE NO. 021 BID OPENING 07/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: BAILEY, JOHN DATE OF THIS ESTIMATE 03/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.5000 24,300.00 11,806.000 17,709 024 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 9.0000 4,590.00 378.000 3,402 025 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 3,906.00 17,804.000 10,682 026 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 7,200.00 257.000 10,280 027 PORTABLE LIGHTING SYSTEM LS 60,000.0000 60,000.00 1.000 60,000 028 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 1.000 40,000 029 TEMPORARY RAILING (TYPE K) LF 17.0000 122,060.00 7,180.000 122,060 030 ABANDON CULVERT (EA) EA 4,000.0000 4,000.00 1.000 4,000 031 REMOVE FENCE (TYPE WM) LF 4.0000 1,440.00 355.000 1,420 032 REMOVE METAL BEAM GUARD RAILING LF 10.0000 1,400.00 0.000 0 033 REMOVE PAINTED TRAFFIC STRIPE LF 0.8000 28,640.00 3,881.000 3,104 034 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 30.0000 56,100.00 0.000 0 035 REMOVE CULVERT (LF) LF 35.0000 4,200.00 120.000 4,200 036 REMOVE DOWNDRAIN (LF) LF 26.0000 8,580.00 330.000 8,580 037 REMOVE INLET EA 2,000.0000 4,000.00 2.000 4,000 038 SALVAGE 24" FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000 039 SALVAGE METAL BRIDGE RAILING LF 17.0000 18,088.00 0.000 0 040 RECONSTRUCT METAL BEAM GUARD RAILING LF 27.0000 24,300.00 106.750 2,882.25 944.750 25,508 041 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 17,360.00 0.000 0 042 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.4000 16,598.40 0.000 0 043 BRIDGE REMOVAL (PORTION) LS 1,385,000.0000 1,385,000.00 1.000 1,385,000 044 CLEARING AND GRUBBING (LS) LS 45,000.0000 45,000.00 1.000 45,000 045 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000 046 ROADWAY EXCAVATION CY 70.0000 39,900.00 300.000 21,000 047 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 048 SHOULDER BACKING TON 70.0000 28,000.00 0.000 0 049 STRUCTURE EXCAVATION (BRIDGE) CY 900.0000 21,600.00 24.000 21,600 (F) PROGRAM CAS145 PAGE 3 DATE 03/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C9204 TIME 11:17 AM ESTIMATE NO. 021 BID OPENING 07/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: BAILEY, JOHN DATE OF THIS ESTIMATE 03/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (TYPE D) CY 200.0000 502,600.00 2,513.000 502,600 (F) 051 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 212,300.00 2,123.000 212,300 (F) 052 DITCH EXCAVATION CY 120.0000 5,160.00 19.500 2,340 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 900.0000 1,800.00 2.000 1,800 054 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,500.0000 11,000.00 2.241 12,325 055 CLASS 2 AGGREGATE BASE (CY) CY 130.0000 22,100.00 0.000 0 056 AGGREGATE BASE (APPROACH SLAB) CY 400.0000 7,200.00 0.000 0 057 HOT MIX ASPHALT (TYPE A) TON 195.0000 62,400.00 0.000 0 058 SHOULDER RUMBLE STRIP STA 20.0000 800.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 059 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 11.0000 5,500.00 0.000 0 060 TACK COAT TON 1,000.0000 900.00 0.000 0 061 SHOULDER RUMBLE STRIP STA 80.0000 9,600.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 062 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 775.0000 326,275.00 421.000 326,275 (F) 063 STRUCTURAL CONCRETE, BRIDGE CY 1,250.0000 1,420,000.00 1,136.000 1,420,000 (F) 064 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 212,400.00 177.000 212,400 (TYPE R) 065 MINOR CONCRETE (MINOR STRUCTURE) CY 2,500.0000 6,250.00 0.000 0 (F) 066 DRILL AND BOND DOWEL LF 20.0000 102,300.00 1,938.000 38,760 067 FURNISH POLYESTER CONCRETE OVERLAY CF 95.0000 328,605.00 0.000 0 068 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.0000 41,496.00 0.000 0 (F) 069 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 280.0000 47,040.00 168.000 47,040 070 BAR REINFORCING STEEL (BRIDGE) LB 1.7500 134,666.00 57,714.000 100,999 (F) 071 BAR REINFORCING STEEL (EPOXY COATED) LB 1.2000 705,922.80 588,296.000 705,955 (F) (BRIDGE) 072 HEADED BAR REINFORCEMENT EA 11.0000 14,784.00 1,344.000 14,784 (F) 073 18" ALTERNATIVE PIPE CULVERT LF 90.0000 17,100.00 190.000 17,100 074 18" ALTERNATIVE FLARED END SECTION EA 1,500.0000 3,000.00 2.000 3,000 075 INLET DEPRESSION EA 6,000.0000 12,000.00 2.000 12,000 PROGRAM CAS145 PAGE 4 DATE 03/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C9204 TIME 11:17 AM ESTIMATE NO. 021 BID OPENING 07/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: BAILEY, JOHN DATE OF THIS ESTIMATE 03/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 ROCK SLOPE PROTECTION CY 260.0000 7,800.00 30.000 7,800 (LIGHT, METHOD B) (CY) 077 ROCK SLOPE PROTECTION CY 165.0000 23,100.00 140.000 23,100 (FACING, METHOD B) (CY) 078 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 1,320.00 440.000 1,320 079 MINOR CONCRETE (CURB) (LF) LF 90.0000 3,240.00 36.000 3,240 080 MISCELLANEOUS IRON AND STEEL LB 2.0000 1,304.00 652.000 1,304 (F) 081 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 28,398.00 4,733.000 28,398 (F) 082 FENCE (TYPE WM, METAL POST) LF 22.0000 7,920.00 361.000 7,942 083 MARKER (CULVERT) EA 80.0000 160.00 2.000 160 084 VEGETATION CONTROL (MINOR CONCRETE) SQYD 140.0000 98,000.00 0.000 0 085 DOUBLE METAL BEAM GUARD RAILING LF 80.0000 17,600.00 150.000 12,000.00 200.000 16,000 (WOOD POST) 086 TRANSITION RAILING (TYPE WB) EA 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000 087 CONCRETE BARRIER (TYPE 742 MOD) LF 125.0000 285,500.00 2,284.000 285,500 (F) 088 4" CONTRAST TREATMENT LF 0.6000 3,720.00 0.000 0 089 4" CONTRAST TREATMENT (BROKEN 36-12) LF 0.4800 3,432.00 0.000 0 090 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.9500 41,145.00 0.000 0 091 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.6000 18,400.00 0.000 0 (BROKEN 36-12) 092 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 11,250.00 15,986.000 7,993 093 PAVEMENT MARKER EA 30.0000 14,100.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 03/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C9204 TIME 11:17 AM ESTIMATE NO. 021 BID OPENING 07/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: BAILEY, JOHN DATE OF THIS ESTIMATE 03/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 18,882.25 6,690,391.10 ADJUSTMENT OF COMPENSATION 0.00 77,668.60 EXTRA WORK 132,127.54 980,103.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 151,009.79 7,748,163.49 094 MOBILIZATION LS 820,000.0000 820,000.00 1.000 820,000 ORIGINAL CONTRACT AMOUNT 8,568,090.20 TOTAL WORK COMPLETED 151,009.79 8,568,163.49 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 0.00 TOTAL 152,009.79 8,568,163.49 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 12/14/12 350 03/11/13 02/07/13 07/16/15 308 216 40 0 95% 79% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/21/14. BAILEY, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/15