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 01/09/17 EST. NO. 014 TIME 09:01 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 0012 4,485.00 E.W. @ F.A.(+) 082516 N JFS012 0013 4,678.32 073116 N HSC013 0014 3,350.14 080716 N HSC014 0015 2,219.19 081416 N HSC015 0016 2,860.44 082116 N HSC016 0017 1,012.40 012716 N HSC017 0019 1,254.10 091816 N JFS019 0020 234.59 092016 N JFS020 008 0001 5,687.61 E.W. @ F.A.(+) 101016 N JFS001 25,781.79 TOTAL THIS ESTIMATE 32,271.62 TOTAL PREVIOUS ESTIMATE 58,053.41 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 01/09/17 EST. NO. 014 TIME 09:01 AM R.E. NAME: LOADER, MARK 02-3E7304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING 2015 CEM4401 -10,000.00 014 MISSING 2016 CEM4401 -10,000.00 014 -20,000.00 -20,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 014 -10,000.00 -10,000.00 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 OVERBID ITEM NO. 103 155,894.10 014 155,894.10 0.00 TOTAL DEDUCTIONS 125,894.10 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 01/09/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7304 TIME 09:01 AM ESTIMATE NO. 014 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 10/10/16 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 01/09/17 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,500.0000 5,500.00 1.000 5,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 55.0000 13,200.00 5.000 275.00 239.000 13,145 004 CONSTRUCTION AREA SIGNS LS 5,500.0000 5,500.00 0.144 792.00 1.000 5,500 005 TRAFFIC CONTROL SYSTEM LS 145,000.0000 145,000.00 1.000 145,000 006 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 640.00 16.000 640 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 17,500.0000 17,500.00 1.000 17,500 008 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 0.110 1,793.00 1.000 16,300 011 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 1.000 2,000 021 ASBESTOS COMPLIANCE PLAN LS 3,400.0000 3,400.00 1.000 3,400 022 WORK AREA MONITORING (BRIDGE) LS 11,000.0000 11,000.00 1.000 11,000 PROGRAM CAS145 PAGE 2 DATE 01/09/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7304 TIME 09:01 AM ESTIMATE NO. 014 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 10/10/16 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 01/09/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 7,800.00 1.000 7,800 025 REMOVE FENCE LF 3.5000 1,575.00 448.000 1,568 026 REMOVE GUARDRAIL LF 11.0000 1,430.00 123.000 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 6,400.00 246.000 9,840 030 REMOVE INLET EA 1,000.0000 3,000.00 3.000 3,000 031 RECONSTRUCT GUARDRAIL LF 20.0000 16,200.00 762.500 15,250 032 RECONSTRUCT CRASH CUSHION (TYPE CAT) EA 4,000.0000 4,000.00 1.000 4,000 033 RECONSTRUCT GUARDRAIL (7' POST) LF 25.0000 5,750.00 235.000 5,875 034 RELOCATE GATE EA 1,650.0000 3,300.00 2.000 3,300 035 ADJUST INLET EA 2,000.0000 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 1.000 185,660 040 SALVAGE CRASH CUSHION EA 525.0000 525.00 1.000 525.00 1.000 525 041 CLEARING AND GRUBBING (LS) LS 4,000.0000 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 23,705.000 426,690 044 SHOULDER BACKING TON 50.0000 20,000.00 392.000 19,600 045 STRUCTURE EXCAVATION (BRIDGE) CY 125.0000 38,750.00 310.000 38,750 (F) 046 STRUCTURE BACKFILL (BRIDGE) CY 95.0000 42,940.00 452.000 42,940 (F) 047 HYDROSEED SQFT 0.2000 31,000.00 155,000.000 31,000 048 FINISHING ROADWAY LS 5,000.0000 5,000.00 1.000 5,000 049 CLASS 2 AGGREGATE BASE (CY) CY 70.0000 284,900.00 4,031.300 282,191 PROGRAM CAS145 PAGE 3 DATE 01/09/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7304 TIME 09:01 AM ESTIMATE NO. 014 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 10/10/16 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 01/09/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,396.790 232,488 051 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.0000 168.00 28.000 196 052 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 2,100.00 297.000 2,079 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.0000 4,410.00 621.000 4,347 054 PLACE HOT MIX ASPHALT SQYD 75.0000 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 308,425.00 365.000 308,425 (F) (FIBER REINFORCED) 062 STRUCTURAL CONCRETE, BRIDGE CY 1,010.0000 176,750.00 175.000 176,750 (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 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 1,540.00 137.500 1,512 (0.063"-UNFRAMED) 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1500 729.00 54.400 660 (0.080"-UNFRAMED) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.7000 435.00 50.000 435 (.063"-UNFRAMED) FOR TYPE X1 SHEETING 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.2500 615.00 60.000 615 (.080"-UNFRAMED) FOR TYPE X1 SHEETING 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,100.00 140.000 2,100 (.063"-FRAMED) FOR TYPE X1 SHEETING 075 FURNISH TYPE X1 SHEETING SQFT 6.5000 1,560.00 240.000 1,560 076 ROADSIDE SIGN - ONE POST EA 260.0000 7,020.00 27.000 7,020 PROGRAM CAS145 PAGE 4 DATE 01/09/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7304 TIME 09:01 AM ESTIMATE NO. 014 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 10/10/16 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 01/09/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 3,700 078 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 (.064" THICK) 080 18" ANCHOR ASSEMBLY EA 180.0000 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 (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 CONSTRUCTION) 085 MISCELLANEOUS IRON AND STEEL LB 3.7500 3,405.00 908.000 3,405 (F) 086 METAL CATTLE GUARD EA 20,000.0000 40,000.00 2.000 40,000 087 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 7,200.00 400.000 7,200 089 DELINEATOR (CLASS 2) EA 40.0000 600.00 8.000 320 090 MARKER (CULVERT) EA 40.0000 240.00 6.000 240 091 OBJECT MARKER (TYPE P) EA 85.0000 425.00 5.000 425 092 MIDWEST GUARDRAIL SYSTEM LF 35.0000 4,900.00 131.000 4,585 093 TRANSITION RAILING (TYPE WB-31) EA 3,200.0000 3,200.00 1.000 3,200 094 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 3,000.00 2.000 1,500 095 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000 096 ALTERNATIVE CRASH CUSHION EA 25,500.0000 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 5,900.000 3,540 099 PAINT PAVEMENT MARKING (2-COAT) SQFT 7.0000 2,380.00 340.000 2,380 100 PAVEMENT MARKER EA 45.0000 3,150.00 70.000 3,150 (RETROREFLECTIVE-RECESSED) 101 LIGHTING LS 90,000.0000 90,000.00 1.000 90,000 102 CLOSED CIRCUIT TELEVISION SYSTEM LS 70,000.0000 70,000.00 1.000 70,000 PROGRAM CAS145 PAGE 5 DATE 01/09/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7304 TIME 09:01 AM ESTIMATE NO. 014 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 10/10/16 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 01/09/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 11,185.00 4,057,089.39 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 25,781.79 58,053.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 36,966.79 4,115,142.80 103 MOBILIZATION LS 621,000.0000 621,000.00 1.000 621,000 ORIGINAL CONTRACT AMOUNT 4,651,059.00 TOTAL WORK COMPLETED 36,966.79 4,736,142.80 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 125,894.10 -30,000.00 TOTAL 162,860.89 4,706,142.80 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 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 06/09/15 240 08/03/15 08/03/15 10/10/16 239 57 2 0 100% 100% LOADER, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 01/09/17