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 08/25/16 EST. NO. 011 TIME 09:49 AM R.E. NAME: LOADER, MARK 02-3E7304 --------------------------------------------------------------------------- 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 0006 281.48 E.W. @ F.A.(+) 070716 N JFS006 0007 284.87 070616 N JFS007 0008 160.85 071116 N JFS008 0009 503.45 072016 N JFS009 0010 420.50 071816 N JFS010 0011 120.64 072716 N JFS011 003 0001 1,811.25 E.W. @ F.A.(+) 022216 N JFS001 004 0001 1,811.25 E.W. @ F.A.(+) 022216 N JFS001 005 0001 567.33 E.W. @ F.A.(+) 070516 N JFS001 0002 1,740.24 072916 N JFS002 0003 372.05 080116 N JFS003 0004 6,184.50 080316 N JFS004 0005 12,934.74 080316 N JFS005 006 0002 1,800.00 E.W. @ L.S.(+) 081516 N JFS001 28,993.15 TOTAL THIS ESTIMATE 3,278.47 TOTAL PREVIOUS ESTIMATE 32,271.62 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 08/25/16 EST. NO. 011 TIME 09:49 AM R.E. NAME: LOADER, MARK 02-3E7304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 5/16 -2,000.00 008 RTN DEDUCT 5/16 2,000.00 009 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 103 -116,920.57 001 OVERBID ITEM NO. 103 -31,178.82 002 OVERBID ITEM NO. 103 -7,794.71 008 0.00 -155,894.10 TOTAL DEDUCTIONS 0.00 -155,894.10 PROGRAM CAS145 PAGE 1 DATE 08/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7304 TIME 09:49 AM ESTIMATE NO. 011 BID OPENING 04/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 08/25/16 LOCATION RERUN PROGRESS ESTIMATE 02-SIS-5-68.3/ .0 ----------------------- J. F. SHEA CONSTRUCTION, INC. IN SISKIYOU COUNTY ABOUT 19 MILES P.O. BOX 494519 NORTH OF YREKA AT HILT ROAD OVER- REDDING CA 96049 CROSSING. FED. AID NO. STPI-005 -9(173)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.000 0 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,500.0000 5,500.00 0.130 715.00 1.000 5,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 55.0000 13,200.00 14.000 770.00 214.000 11,770 004 CONSTRUCTION AREA SIGNS LS 5,500.0000 5,500.00 0.536 2,948.00 0.856 4,708 005 TRAFFIC CONTROL SYSTEM LS 145,000.0000 145,000.00 0.020 2,900.00 0.890 129,050 006 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 640.00 16.000 640 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 17,500.0000 17,500.00 0.390 6,825.00 0.890 15,575 008 TEMPORARY RAILING (TYPE K) LF 40.0000 32,000.00 1,160.000 46,400 009 TEMPORARY CRASH CUSHION EA 6,500.0000 13,000.00 2.000 13,000 (ALTERNATIVE IN-LINE) 010 JOB SITE MANAGEMENT LS 16,300.0000 16,300.00 0.020 326.00 0.890 14,507 011 PREPARE STORM WATER POLLUTION PREVENTION LS 1,150.0000 1,150.00 1.000 1,150 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 3,000.00 15.000 7,500 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 550.0000 6,600.00 0.000 0 014 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 015 TEMPORARY EROSION CONTROL BLANKET SQYD 3.5000 17,500.00 3,600.000 12,600 016 TEMPORARY COVER SQYD 5.0000 5,000.00 133.000 665 017 TEMPORARY FIBER ROLL LF 5.0000 7,500.00 1,255.000 6,275 018 TEMPORARY SILT FENCE LF 3.0000 4,500.00 630.000 1,890 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,850.0000 7,700.00 2.000 7,700 020 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 0.000 0 021 ASBESTOS COMPLIANCE PLAN LS 3,400.0000 3,400.00 0.000 0 022 WORK AREA MONITORING (BRIDGE) LS 11,000.0000 11,000.00 0.500 5,500.00 0.500 5,500 PROGRAM CAS145 PAGE 2 DATE 08/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7304 TIME 09:49 AM ESTIMATE NO. 011 BID OPENING 04/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 08/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.1500 2,310.00 0.000 0 024 BIRD NESTING EXCLUSION LS 7,800.0000 7,800.00 0.000 0 025 REMOVE FENCE LF 3.5000 1,575.00 68.500 239.75 448.000 1,568 026 REMOVE GUARDRAIL LF 11.0000 1,430.00 123.000 1,353.00 123.000 1,353 027 REMOVE METAL CATTLE GUARD EA 2,360.0000 4,720.00 2.000 4,720 028 REMOVE ROADSIDE SIGN EA 55.0000 1,760.00 32.000 1,760 029 REMOVE CULVERT (LF) LF 40.0000 6,400.00 93.000 3,720.00 246.000 9,840 030 REMOVE INLET EA 1,000.0000 3,000.00 3.000 3,000 031 RECONSTRUCT GUARDRAIL LF 20.0000 16,200.00 562.500 11,250.00 562.500 11,250 032 RECONSTRUCT CRASH CUSHION (TYPE CAT) EA 4,000.0000 4,000.00 0.000 0 033 RECONSTRUCT GUARDRAIL (7' POST) LF 25.0000 5,750.00 235.000 5,875.00 235.000 5,875 034 RELOCATE GATE EA 1,650.0000 3,300.00 0.000 0 035 ADJUST INLET EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 036 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 2,811.00 9,370.000 2,811 037 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 70,875.00 763.200 57,240 038 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.0000 18,740.00 9,370.000 18,740 (F) 039 BRIDGE REMOVAL LS 185,660.0000 185,660.00 0.900 167,094.00 0.900 167,094 040 SALVAGE CRASH CUSHION EA 525.0000 525.00 0.000 0 041 CLEARING AND GRUBBING (LS) LS 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000 042 DUST PALLIATIVE LS 25,000.0000 25,000.00 0.000 0 043 ROADWAY EXCAVATION CY 18.0000 334,800.00 11,240.000 202,320.00 23,705.000 426,690 044 SHOULDER BACKING TON 50.0000 20,000.00 392.000 19,600.00 392.000 19,600 045 STRUCTURE EXCAVATION (BRIDGE) CY 125.0000 38,750.00 65.000 8,125.00 310.000 38,750 (F) 046 STRUCTURE BACKFILL (BRIDGE) CY 95.0000 42,940.00 428.000 40,660 (F) 047 HYDROSEED SQFT 0.2000 31,000.00 0.000 0 048 FINISHING ROADWAY LS 5,000.0000 5,000.00 0.000 0 049 CLASS 2 AGGREGATE BASE (CY) CY 70.0000 284,900.00 2,657.300 186,011.00 4,031.300 282,191 PROGRAM CAS145 PAGE 3 DATE 08/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7304 TIME 09:49 AM ESTIMATE NO. 011 BID OPENING 04/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 08/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HOT MIX ASPHALT (TYPE A) TON 97.0000 239,590.00 2,396.790 232,488.63 2,396.790 232,488 051 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.0000 168.00 0.000 0 052 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 2,100.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.0000 4,410.00 0.000 0 054 PLACE HOT MIX ASPHALT SQYD 75.0000 1,575.00 21.000 1,575.00 21.000 1,575 (MISCELLANEOUS AREA) 055 TACK COAT TON 1,320.0000 2,640.00 0.000 0 056 30" PERMANENT STEEL CASING LF 143.0000 116,688.00 816.000 116,688 057 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 235.0000 39,480.00 168.000 39,480 058 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 235.0000 191,760.00 816.000 191,760 059 24" CAST-IN-DRILLED-HOLE CONCRETE LF 235.0000 188,470.00 802.000 188,470 PILING (ROCK SOCKET) 060 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 430.0000 87,720.00 204.000 87,720 (F) 061 STRUCTURAL CONCRETE BRIDGE CY 845.0000 308,425.00 18.000 15,210.00 365.000 308,425 (F) (FIBER REINFORCED) 062 STRUCTURAL CONCRETE, BRIDGE CY 1,010.0000 176,750.00 167.800 169,478 (F) 063 MINOR CONCRETE (MINOR STRUCTURE) CY 1,750.0000 6,650.00 0.000 0 (F) 064 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,321.0000 423,210.00 0.200 8,464.20 10.000 423,210 WIDE FLANGE GIRDER (110'-120') 065 ERECT PRECAST PRESTRESSED CONCRETE EA 3,875.0000 38,750.00 10.000 38,750 (F) GIRDER 066 JOINT SEAL (MR 1") LF 70.0000 6,300.00 82.000 5,740 067 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 116,600.00 124,488.000 136,936 068 BAR REINFORCING STEEL (EPOXY COATED) LB 1.5000 221,250.00 146,695.000 220,042 (BRIDGE) 069 HEADED BAR REINFORCEMENT EA 65.0000 1,820.00 28.000 1,820 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,540.00 0.000 0 (0.063"-UNFRAMED) 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1500 729.00 0.000 0 (0.080"-UNFRAMED) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.7000 435.00 0.000 0 (.063"-UNFRAMED) FOR TYPE X1 SHEETING 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.2500 615.00 0.000 0 (.080"-UNFRAMED) FOR TYPE X1 SHEETING 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,100.00 0.000 0 (.063"-FRAMED) FOR TYPE X1 SHEETING 075 FURNISH TYPE X1 SHEETING SQFT 6.5000 1,560.00 0.000 0 076 ROADSIDE SIGN - ONE POST EA 260.0000 7,020.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7304 TIME 09:49 AM ESTIMATE NO. 011 BID OPENING 04/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 08/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADSIDE SIGN - TWO POST EA 925.0000 3,700.00 0.000 0 078 18" CORRUGATED STEEL PIPE (.064" THICK) LF 115.0000 36,800.00 184.000 21,160 079 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 4,480.00 64.000 4,480.00 64.000 4,480 (.064" THICK) 080 18" ANCHOR ASSEMBLY EA 180.0000 540.00 3.000 540.00 3.000 540 081 36" CORRUGATED STEEL PIPE INLET LF 930.0000 8,370.00 9.000 8,370 (.064" THICK) 082 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 445.0000 1,335.00 3.000 1,335.00 3.000 1,335 (CY) 083 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 1.5000 18.00 0.000 0 084 MINOR CONCRETE (MISCELLANEOUS CY 1,000.0000 5,000.00 3.800 3,800.00 3.800 3,800 CONSTRUCTION) 085 MISCELLANEOUS IRON AND STEEL LB 3.7500 3,405.00 908.000 3,405.00 908.000 3,405 (F) 086 METAL CATTLE GUARD EA 20,000.0000 40,000.00 0.000 0 087 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 4,725.00 1,028.000 5,140 088 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 18.0000 7,200.00 0.000 0 089 DELINEATOR (CLASS 2) EA 40.0000 600.00 8.000 320.00 8.000 320 090 MARKER (CULVERT) EA 40.0000 240.00 6.000 240.00 6.000 240 091 OBJECT MARKER (TYPE P) EA 85.0000 425.00 5.000 425.00 5.000 425 092 MIDWEST GUARDRAIL SYSTEM LF 35.0000 4,900.00 131.000 4,585.00 131.000 4,585 093 TRANSITION RAILING (TYPE WB-31) EA 3,200.0000 3,200.00 1.000 3,200.00 1.000 3,200 094 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 3,000.00 2.000 1,500.00 2.000 1,500 095 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000 096 ALTERNATIVE CRASH CUSHION EA 25,500.0000 25,500.00 1.000 25,500.00 1.000 25,500 097 CONCRETE BARRIER (TYPE 736) LF 120.0000 63,960.00 533.000 63,960 (F) 098 PAINT TRAFFIC STRIPE (2-COAT) LF 0.6000 3,540.00 0.000 0 099 PAINT PAVEMENT MARKING (2-COAT) SQFT 7.0000 2,380.00 0.000 0 100 PAVEMENT MARKER EA 45.0000 3,150.00 0.000 0 (RETROREFLECTIVE-RECESSED) 101 LIGHTING LS 90,000.0000 90,000.00 0.280 25,200 102 CLOSED CIRCUIT TELEVISION SYSTEM LS 70,000.0000 70,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7304 TIME 09:49 AM ESTIMATE NO. 011 BID OPENING 04/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 08/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 941,639.58 3,722,315.93 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 28,993.15 32,271.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 970,632.73 3,754,587.55 103 MOBILIZATION LS 621,000.0000 621,000.00 1.000 621,000 ORIGINAL CONTRACT AMOUNT 4,651,059.00 TOTAL WORK COMPLETED 970,632.73 4,375,587.55 MATERIALS ON HAND ON SITE 12,900.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -155,894.10 TOTAL 970,632.73 4,232,593.45 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 103 MOBILIZATION 465,105.90 621,000.00 155,894.10 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 06/09/15 240 09/21/15 08/03/15 09/23/16 214 48 0 0 89% 89% PROGRESS IS SATISFACTORY LOADER, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 08/25/16