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 12/21/17 EST. NO. 007 TIME 03:33 PM R.E. NAME: GORONA, MARK 01-0B4304 --------------------------------------------------------------------------- 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 12/21/17 EST. NO. 007 TIME 03:33 PM R.E. NAME: GORONA, MARK 01-0B4304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 8/17 -10,000.00 003 RTN DEDUCT 8/17 10,000.00 004 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B4304 TIME 03:33 PM ESTIMATE NO. 007 BID OPENING 11/15/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 12/21/17 LOCATION PROGRESS ESTIMATE 01-HUM-101-111.3/111.7 ----------------- WEST COAST CONTRACTORS, INC. IN HUMBOLDT COUNTY NEAR BIG LAGOON 61050 HIGHWAY 101 FROM 1.8 TO 2.2 MILES NORTH OF COOS BAY OR 97420 GEORGIA PACIFIC RD FED. AID NO. ACNH-ER19-D(300)4E BIG LAGOON SLIPOUT REPAIR ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,760.0000 1,760.00 1.000 1,760 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.827 8,270 003 TIME-RELATED OVERHEAD (LS) LS 10,000.0000 10,000.00 0.064 640.00 0.735 7,350 004 CONSTRUCTION AREA SIGNS LS 8,033.0000 8,033.00 0.032 257.06 0.694 5,574 005 TRAFFIC CONTROL SYSTEM LS 125,180.0400 125,180.04 0.064 8,011.52 0.735 92,007 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.1700 488.16 24.000 244 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.9700 1,477.50 255.000 502 008 CHANNELIZER (SURFACE MOUNTED) EA 44.4800 1,779.20 30.000 1,334 009 TEMPORARY SIGNAL SYSTEM LS 164,155.9600 164,155.96 0.025 4,103.90 0.774 127,056 010 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 8,666.4300 17,332.86 0.050 433.32 1.850 16,032 011 TEMPORARY RAILING (TYPE K) LF 71.0700 105,183.60 1,440.000 102,340 012 TEMPORARY CRASH CUSHION SYSTEM EA 363.7400 6,183.58 5.000 1,818 013 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.064 640.00 0.735 7,350 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,541.7800 2,541.78 0.026 66.09 0.794 2,018 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 26,000.00 2.000 1,000.00 5.000 2,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 476.5900 52,424.90 3.000 1,429.77 9.000 4,289 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 018 MOVE-IN/MOVE-OUT EA 635.4500 2,541.80 0.000 0 (TEMPORARY EROSION CONTROL) 019 TEMPORARY COVER SQYD 1.7700 5,274.60 596.000 1,054.92 2,536.000 4,488 020 TEMPORARY CHECK DAM LF 8.9600 5,913.60 70.000 627 021 TEMPORARY DRAINAGE INLET PROTECTION EA 1,025.4400 2,050.88 2.000 2,050 022 TEMPORARY FIBER ROLL LF 3.8100 2,933.70 175.000 666 PROGRAM CAS145 PAGE 2 DATE 12/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B4304 TIME 03:33 PM ESTIMATE NO. 007 BID OPENING 11/15/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 12/21/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY GRAVEL BAG BERM LF 3.5200 880.00 50.000 176 024 TEMPORARY SILT FENCE LF 3.8100 2,743.20 1,220.000 4,648 025 TEMPORARY CONSTRUCTION ENTRANCE EA 2,050.8700 6,152.61 1.000 2,050 026 STREET SWEEPING LS 35,201.4200 35,201.42 0.185 6,512.26 0.735 25,873 027 TEMPORARY CONCRETE WASHOUT LS 6,041.9200 6,041.92 0.150 906.29 1.000 6,041 028 TEMPORARY FENCE (TYPE ESA) LF 12.9100 17,428.50 1,495.000 19,300 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.3500 5,193.50 1,774.000 4,168 STRIPE (HAZARDOUS WASTE) 030 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 40,997.9200 40,997.92 0.064 2,623.87 0.735 30,133 031 NATURAL RESOURCE PROTECTION PLAN LS 11,565.0600 11,565.06 0.032 370.08 0.868 10,038 032 DESTROY WELL EA 2,933.4500 26,401.05 8.000 23,467 033 REMOVE PAINTED TRAFFIC STRIPE LF 2.8000 308.00 0.000 0 034 REMOVE PAINTED PAVEMENT MARKING SQFT 25.4200 610.08 0.000 0 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.1600 3,348.00 0.000 0 036 REMOVE PAVEMENT MARKER EA 5.9400 582.12 120.000 712 037 REMOVE ASPHALT CONCRETE DIKE LF 0.5300 1,166.00 0.000 0 038 REMOVE CULVERT (LF) LF 314.0400 20,726.64 62.000 19,470 039 REMOVE PIPE (EA) EA 5,000.0000 5,000.00 1.000 5,000 040 REMOVE DOWNDRAIN (EA) EA 804.2500 804.25 1.000 804 041 RESET MILEPOST MARKER EA 41.0700 82.14 0.000 0 042 RESET ROADSIDE SIGN (ONE POST) EA 265.6000 265.60 0.000 0 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.9500 10,412.50 0.000 0 044 CLEARING AND GRUBBING (LS) LS 10,774.4900 10,774.49 0.900 9,697 045 DEVELOP WATER SUPPLY LS 9,973.7300 9,973.73 0.100 997.37 1.000 9,973 046 ROADWAY EXCAVATION CY 65.9100 85,683.00 71.000 4,679 047 SHOULDER BACKING TON 127.8100 7,029.55 0.000 0 048 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 61.7700 42,621.30 690.000 42,621 (F) 049 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 584.2600 181,120.60 135.000 78,875 (F) PROGRAM CAS145 PAGE 3 DATE 12/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B4304 TIME 03:33 PM ESTIMATE NO. 007 BID OPENING 11/15/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 12/21/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 328.5500 320,336.25 975.000 320,336 (F) 051 LEAN CONCRETE BACKFILL CY 328.5500 17,741.70 4.000 1,314.20 54.000 17,741 (F) 052 INVASIVE SPECIES REMOVAL LS 23,467.6100 23,467.61 0.500 11,733 053 CONTRACTOR SUPPLIED ARBORIST LS 7,244.0400 7,244.04 0.800 5,795 054 SOIL AMENDMENT (CF) CF 21.6000 388.80 0.000 0 055 ORGANIC FERTILIZER LB 381.2800 190.64 0.000 0 056 PLANT ESTABLISHMENT WORK LS 13,725.2700 13,725.27 0.000 0 057 WOOD MULCH CY 101.6800 19,319.20 0.000 0 058 DUFF (SQFT) SQFT 2.0500 4,817.50 0.000 0 059 ROLLED EROSION CONTROL PRODUCT SQFT 2.0500 54,940.00 0.000 0 (JUTE MESH) 060 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.1700 25,038.00 0.000 0 061 CLASS 2 AGGREGATE BASE (CY) CY 84.4800 60,149.76 0.000 0 062 HOT MIX ASPHALT (TYPE A) TON 158.4100 209,101.20 0.000 0 063 ASPHALT BINDER TON 2,175.0833 1,305.05 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) 064 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 5.2800 2,376.00 0.000 0 (PAVING FABRIC) 065 CENTERLINE RUMBLE STRIP (SINUSOIDAL) STA 145.0000 2,755.00 0.000 0 066 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 10.6600 19,081.40 0.000 0 067 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.5600 4,329.60 0.000 0 068 TACK COAT TON 586.6917 704.03 0.000 0 069 GROUND ANCHOR (SUBHORIZONTAL) EA 5,526.6500 718,464.50 130.000 718,464 070 STEEL SOLDIER PILE (HP 14 X 73) LF 82.9300 59,709.60 720.000 59,709 071 STEEL SOLDIER PILE (W 14 X 90) LF 66.0900 341,222.67 5,350.000 353,581 072 30" DRILLED HOLE LF 97.3900 560,382.06 5,940.750 578,569 073 STRUCTURAL CONCRETE, BUTTRESS CY 502.6800 84,952.92 169.000 84,952 (F) 074 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,602.6200 104,170.30 58.500 93,753.27 65.000 104,170 (F) 075 STRUCTURAL CONCRETE, WALER CY 2,121.9700 91,244.71 43.000 91,244 (F) 076 BAR REINFORCING STEEL (BUTTRESS) LB 1.1700 24,078.60 20,580.000 24,078 (F) PROGRAM CAS145 PAGE 4 DATE 12/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B4304 TIME 03:33 PM ESTIMATE NO. 007 BID OPENING 11/15/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 12/21/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BAR REINFORCING STEEL (EPOXY COATED) LB 1.8900 23,001.30 12,170.000 23,001 (F) (WALER) 078 TIMBER LAGGING MFBM 4,651.1900 60,465.47 13.000 60,465 (F) 079 CLEAN AND PAINT STEEL SOLDIER PILING LS 27,414.8700 27,414.87 1.000 27,414 080 PREPARE AND STAIN CONCRETE SQFT 8.2100 11,617.15 1,354.000 11,116.34 1,354.000 11,116 081 24" CORRUGATED STEEL PIPE (.109" THICK) LF 346.8000 16,646.40 44.000 15,259 082 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 269.8800 39,402.48 15.000 4,048 083 6" NON-PERFORATED PLASTIC PIPE LF 64.5300 7,291.89 84.000 5,420 UNDERDRAIN 084 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 134.9400 2,833.74 0.000 0 (.109" THICK) 085 24" ANCHOR ASSEMBLY EA 341.8600 683.72 0.000 0 086 ROCK SLOPE PROTECTION CY 160.0700 1,280.56 0.000 0 (LIGHT, METHOD B) (CY) 087 ROCK SLOPE PROTECTION CY 232.8783 535.62 0.000 0 (FACING, METHOD B) (CY) 088 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.4500 312.65 0.000 0 089 MARKER (CULVERT) EA 85.8500 257.55 0.000 0 090 OBJECT MARKER (TYPE P) EA 116.5500 233.10 0.000 0 091 CRASH CUSHION (TYPE TRACC) EA 2,933.4500 5,866.90 1.000 2,933.45 1.000 2,933 092 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 414.8600 49,368.34 0.000 0 (F) WITH BICYCLE RAILING 093 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5900 4,460.40 0.000 0 094 PAVEMENT MARKER EA 11.7300 1,876.80 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 12/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B4304 TIME 03:33 PM ESTIMATE NO. 007 BID OPENING 11/15/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 12/21/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 138,163.71 3,206,054.54 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 138,163.71 3,206,054.54 095 MOBILIZATION LS 429,332.2600 429,332.26 1.000 429,332 ORIGINAL CONTRACT AMOUNT 4,554,485.95 TOTAL WORK COMPLETED 138,163.71 3,635,386.80 MATERIALS ON HAND ON SITE 2,933.45 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 138,163.71 3,638,320.25 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 01/30/17 170 03/27/17 03/27/17 02/28/18 125 60 0 0 78% 74% PROGRESS IS SATISFACTORY GORONA, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/17