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 10/01/18 EST. NO. 015 TIME 11:20 AM 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 --------------------------------------------------------------------------- 001 0015 2,478.72 E.W. @ F.A.(+) 072418 N 496367 0016 649.61 072718 N 496378 0017 1,070.59 061118 N 497317 0018 1,126.93 061218 N 497329 0019 1,220.59 061318 N 497332 0020 1,220.59 061418 N 497336 0021 2,198.35 031918 N 497352 0022 1,635.76 032018 N 497361 0023 1,410.73 061818 N 497362 0024 1,322.54 061918 N 497363 0025 1,377.05 062018 N 497364 0026 1,276.34 062118 N 497365 0027 1,119.58 062218 N 497366 0028 1,276.34 062518 N 497368 0029 1,276.34 062618 N 497369 0030 1,276.34 062718 N 497370 0031 1,276.34 062818 N 497371 0032 1,276.34 062918 N 497372 0033 1,276.34 070918 N 497390 0034 1,377.05 071018 N 497391 0035 1,477.78 071118 N 497392 0036 1,679.20 071218 N 497393 0037 1,477.78 071318 N 497394 0038 3,500.71 071618 N 497396 0039 3,500.71 071718 N 497397 0040 3,500.71 071818 N 497398 0041 3,500.71 071918 N 497399 0042 1,732.60 071518 N 497400 0043 1,939.52 072018 N 497401 0044 1,523.26 072318 N 497405 0045 1,635.76 072418 N 497406 0046 1,635.76 072518 N 497408 0047 1,410.73 072718 N 497410 0048 881.71 080818 N 497411 0049 1,748.27 082818 N 497421 002 0001 4,350.00 A.C. @ U.P.(+) 091718 N 2.1 0 004 0008 506.63 E.W. @ F.A.(+) 071818 N 496366 0009 1,011.80 071918 N 496360 64,156.11 TOTAL THIS ESTIMATE 88,682.56 TOTAL PREVIOUS ESTIMATE 152,838.67 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 10/01/18 EST. NO. 015 TIME 11:20 AM 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 PER LTR DATED 7/18 -1,000.00 013 PER LTR DATED 8/18 -8,000.00 014 MISSING CERT PAYROLL -4,000.00 015 RTN DEDUCT 7/18 1,000.00 015 RTN DEDUCT 8/18 8,000.00 015 5,000.00 -4,000.00 TOTAL DEDUCTIONS 5,000.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 10/01/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B4304 TIME 11:20 AM ESTIMATE NO. 015 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 09/07/18 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 10/01/18 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 0.173 1,730.00 1.000 10,000 003 TIME-RELATED OVERHEAD (LS) LS 10,000.0000 10,000.00 1.000 10,000 004 CONSTRUCTION AREA SIGNS LS 8,033.0000 8,033.00 0.242 1,943.99 1.000 8,033 005 TRAFFIC CONTROL SYSTEM LS 125,180.0400 125,180.04 1.000 125,180 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.1700 488.16 24.000 244 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.9700 1,477.50 6,423.000 12,653 008 CHANNELIZER (SURFACE MOUNTED) EA 44.4800 1,779.20 30.000 1,334 009 TEMPORARY SIGNAL SYSTEM LS 164,155.9600 164,155.96 1.000 164,155 010 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 8,666.4300 17,332.86 0.062 537.32 2.000 17,332 011 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 1.000 10,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,541.7800 2,541.78 1.000 2,541 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 26,000.00 7.000 3,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 476.5900 52,424.90 22.000 10,484 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 018 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 2,682.000 4,747 020 TEMPORARY CHECK DAM LF 8.9600 5,913.60 90.000 806 021 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 10/01/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B4304 TIME 11:20 AM ESTIMATE NO. 015 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 09/07/18 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 10/01/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 6,152 026 STREET SWEEPING LS 35,201.4200 35,201.42 1.000 35,201 027 TEMPORARY CONCRETE WASHOUT LS 6,041.9200 6,041.92 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 1.000 40,997 031 NATURAL RESOURCE PROTECTION PLAN LS 11,565.0600 11,565.06 1.000 11,565 032 DESTROY WELL EA 2,933.4500 26,401.05 9.000 26,401 033 REMOVE PAINTED TRAFFIC STRIPE LF 2.8000 308.00 250.000 700 034 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 1,626.000 861 038 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 2.000 82 042 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 3,113.000 18,522 044 CLEARING AND GRUBBING (LS) LS 10,774.4900 10,774.49 1.000 10,774 045 DEVELOP WATER SUPPLY LS 9,973.7300 9,973.73 1.000 9,973 046 ROADWAY EXCAVATION CY 65.9100 85,683.00 1,293.000 85,221 047 SHOULDER BACKING TON 127.8100 7,029.55 113.650 14,525 048 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 181,120.60 310.000 181,120 (F) PROGRAM CAS145 PAGE 3 DATE 10/01/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B4304 TIME 11:20 AM ESTIMATE NO. 015 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 09/07/18 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 10/01/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 54.000 17,741 (F) 052 INVASIVE SPECIES REMOVAL LS 23,467.6100 23,467.61 1.000 23,467 053 CONTRACTOR SUPPLIED ARBORIST LS 7,244.0400 7,244.04 1.000 7,244 054 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 19,319.20 185.600 18,871 058 DUFF (SQFT) SQFT 2.0500 4,817.50 4,700.000 9,635 059 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 23,685.000 27,711 061 CLASS 2 AGGREGATE BASE (CY) CY 84.4800 60,149.76 719.000 60,741 062 HOT MIX ASPHALT (TYPE A) TON 158.4100 209,101.20 1,650.020 261,379 063 ASPHALT BINDER TON 2,175.0833 1,305.05 0.504 1,096 (GEOSYNTHETIC PAVEMENT INTERLAYER) 064 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 5.2800 2,376.00 470.600 2,484 (PAVING FABRIC) 065 CENTERLINE RUMBLE STRIP (SINUSOIDAL) STA 145.0000 2,755.00 21.000 3,045 066 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 10.6600 19,081.40 1,215.000 12,951 067 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.5600 4,329.60 409.000 4,319 068 TACK COAT TON 586.6917 704.03 1.200 704 069 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 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 10/01/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B4304 TIME 11:20 AM ESTIMATE NO. 015 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 09/07/18 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 10/01/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,116 081 24" CORRUGATED STEEL PIPE (.109" THICK) LF 346.8000 16,646.40 48.000 16,646 082 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 269.8800 39,402.48 146.000 39,402 083 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 26.000 3,508 (.109" THICK) 085 24" ANCHOR ASSEMBLY EA 341.8600 683.72 2.000 683 086 ROCK SLOPE PROTECTION CY 160.0700 1,280.56 13.300 2,128 (LIGHT, METHOD B) (CY) 087 ROCK SLOPE PROTECTION CY 232.8783 535.62 2.300 535 (FACING, METHOD B) (CY) 088 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.4500 312.65 53.100 448 089 MARKER (CULVERT) EA 85.8500 257.55 3.000 257 090 OBJECT MARKER (TYPE P) EA 116.5500 233.10 2.000 233 091 CRASH CUSHION (TYPE TRACC) EA 2,933.4500 5,866.90 2.000 5,866 092 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 414.8600 49,368.34 119.000 49,368 (F) WITH BICYCLE RAILING 093 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5900 4,460.40 8,700.000 5,133 094 PAVEMENT MARKER EA 11.7300 1,876.80 271.000 3,178 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 10/01/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B4304 TIME 11:20 AM ESTIMATE NO. 015 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 09/07/18 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 10/01/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,211.31 4,078,007.68 ADJUSTMENT OF COMPENSATION 4,350.00 30,434.33 EXTRA WORK 59,806.11 122,404.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 68,367.42 4,230,846.35 095 MOBILIZATION LS 429,332.2600 429,332.26 1.000 429,332 ORIGINAL CONTRACT AMOUNT 4,554,485.95 TOTAL WORK COMPLETED 68,367.42 4,660,178.61 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 5,000.00 -4,000.00 TOTAL 73,367.42 4,656,178.61 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 01/30/17 170 03/27/17 03/27/17 09/07/18 172 192 2 0 100% 100% GORONA, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 10/01/18