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 08/24/17 EST. NO. 014 TIME 10:21 AM R.E. NAME: QUINTRELL, HEIDI 01-0B03U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0020 1,282.95 E.W. @ U.P (+) 061917 N RB0020 0021 1,453.47 062017 N RB0021 0022 1,538.73 062117 N RB0022 0023 1,368.21 062217 N RB0023 0024 1,282.95 062317 N RB0024 0025 1,282.95 062617 N RB0025 0026 1,282.95 062717 N RB0026 0027 1,282.95 062817 N RB0027 0028 1,282.95 062917 N RB0028 0029 1,453.47 063017 N RB0029 0030 620.16 070617 N RB0030 0031 658.92 070717 N RB0031 0032 406.98 071017 N RB0032 0033 503.88 071117 N RB0033 0034 724.80 071217 N RB0034 0035 639.54 071317 N RB0035 0036 523.26 071817 N RB0036 0037 600.78 071917 N RB0037 0038 833.34 072017 N RB0038 0039 1,046.52 072117 N RB0039 0040 368.22 072417 N RB0040 0041 639.54 072517 N RB0041 0042 251.94 072617 N RB0042 0043 600.78 072717 N RB0043 0044 58.14 072817 N RB0044 0045 1,368.21 080117 N RB0045 0046 1,282.95 080217 N RB0046 0047 1,282.95 080317 N RB0047 0048 1,282.95 080417 N RB0048 010 0001 28,500.00 A.C. @ L.S.(+) 081617 N 10-001 55,705.44 TOTAL THIS ESTIMATE 160,813.50 TOTAL PREVIOUS ESTIMATE 216,518.94 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 08/24/17 EST. NO. 014 TIME 10:21 AM R.E. NAME: QUINTRELL, HEIDI 01-0B03U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B03U4 TIME 10:21 AM ESTIMATE NO. 014 BID OPENING 08/12/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 08/24/17 LOCATION RERUN PROGRESS ESTIMATE 01-HUM-96-8.3/8.9 ----------------------- R. BROWN CONSTRUCTION COMPANY, IN HUMBOLDT COUNTY FROM 8.3 MILES INC. EAST OF WILLOW CREEK TO 0.3 MILES P.O. BOX 406 WEST OF SHOEMAKER ROAD WILLOW CREEK CA 955730406 FED. AID NO. HSST-R-ER--(---)---,-----P096(57)E PILE WALL/HMA/GABION WALL/DRAINAGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.076 760.00 0.800 8,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 500.0000 130,000.00 23.000 11,500.00 184.000 92,000 004 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.073 365.00 0.900 4,500 005 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.089 26,700.00 0.800 240,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.1000 4,422.00 8,460.000 9,306 007 CHANNELIZER (SURFACE MOUNTED) EA 77.0000 847.00 11.000 847 008 TEMPORARY PAVEMENT MARKER EA 12.0000 1,188.00 98.000 1,176 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.099 3,960.00 0.700 28,000 010 TEMPORARY RAILING (TYPE K) LF 25.0000 28,000.00 1,020.000 25,500 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,000.0000 8,000.00 2.000 4,000 012 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.026 390.00 0.700 10,500 013 PREPARE STORM WATER POLLUTION PREVENTION LS 4,500.0000 4,500.00 1.000 4,500 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 66,500.00 28.000 14,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 700.0000 42,700.00 62.000 43,400 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 017 TEMPORARY COVER SQYD 2.0000 20,000.00 3,340.000 6,680 018 TEMPORARY CHECK DAM LF 5.0000 1,000.00 10.000 50 019 TEMPORARY FIBER ROLL LF 5.0000 7,000.00 200.000 1,000 020 MOD TEMPORARY REINFORCED SILT FENCE LF 20.0000 11,600.00 0.000 0 021 TEMPORARY REINFORCED SILT FENCE LF 5.0000 1,800.00 1,350.000 6,750 022 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 2,500.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B03U4 TIME 10:21 AM ESTIMATE NO. 014 BID OPENING 08/12/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 08/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 0.247 247 024 TEMPORARY CLEARWATER DIVERSION LS 10,000.0000 10,000.00 1.000 10,000 025 TEMPORARY FENCE (TYPE ESA) LF 5.0000 1,900.00 0.000 0 026 TREATED WOOD WASTE LB 1.1500 1,840.00 0.000 0 027 REMOVE STEEL POST EA 50.0000 50.00 0.000 0 028 REMOVE MARKER EA 35.0000 420.00 0.000 0 029 REMOVE GUARDRAIL LF 6.0000 1,620.00 0.000 0 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.6500 4,323.00 1,508.000 2,488 031 REMOVE ROADSIDE SIGN EA 50.0000 500.00 0.000 0 032 REMOVE OVERSIDE DRAIN EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 033 REMOVE CULVERT (LF) LF 102.0000 44,880.00 323.000 32,946.00 353.800 36,087 034 REMOVE INLET EA 200.0000 800.00 3.000 600.00 4.000 800 035 RELOCATE STEEL POST EA 1,000.0000 1,000.00 0.000 0 036 RELOCATE GATE EA 2,500.0000 2,500.00 0.000 0 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 5,600.00 0.000 0 038 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 0.800 40,000 039 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000 040 ROADWAY EXCAVATION CY 25.0000 435,000.00 16,824.000 420,600 041 SHOULDER BACKING TON 40.0000 14,400.00 32.000 1,280 042 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 100.0000 168,800.00 1,688.000 168,800 (F) 043 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 275.0000 26,125.00 95.000 26,125 (F) 044 LEAN CONCRETE BACKFILL CY 250.0000 42,000.00 168.000 42,000 (F) 045 SUBGRADE ENHANCEMENT GEOGRID SQYD 12.0000 67,560.00 0.000 0 046 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.3500 1,050.00 0.000 0 047 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1500 10,950.00 0.000 0 (SQFT) 048 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.9500 2,850.00 0.000 0 049 COMPOST SQFT 0.5500 1,650.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B03U4 TIME 10:21 AM ESTIMATE NO. 014 BID OPENING 08/12/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 08/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 INCORPORATE MATERIALS SQFT 0.8000 2,400.00 0.000 0 051 FINISHING ROADWAY LS 10,000.0000 10,000.00 0.000 0 052 CLASS 2 AGGREGATE BASE (CY) CY 60.0000 237,000.00 187.000 11,220 053 HOT MIX ASPHALT (TYPE A) TON 151.0000 315,590.00 262.000 39,562 054 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 187.0000 345,950.00 0.000 0 055 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 218.0000 202,740.00 0.000 0 (OPEN GRADED FRICTION COURSE) 056 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 22.0000 3,520.00 0.000 0 (PAVING FABRIC) 057 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 8.4500 5,746.00 0.000 0 058 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.3500 1,215.50 0.000 0 059 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.2500 6,307.50 0.000 0 060 PLACE HOT MIX ASPHALT SQYD 150.0000 3,600.00 0.000 0 (MISCELLANEOUS AREA) 061 TACK COAT TON 1,000.0000 3,000.00 0.000 0 062 GROUND ANCHOR (SUBHORIZONTAL) EA 3,245.0000 392,645.00 90.000 292,050 063 RAIL ELEMENT WALL SQFT 75.0000 22,500.00 0.000 0 064 STEEL SOLDIER PILE (HP 12 X 74) LF 50.0000 117,750.00 2,293.000 114,650 065 24" DRILLED HOLE LF 60.5000 143,324.50 2,361.250 142,855 066 STRUCTURAL CONCRETE,WALER CY 900.0000 183,600.00 151.000 135,900 (F) 067 STRUCTURAL CONCRETE, BARRIER SLAB CY 600.0000 90,600.00 189.000 113,400 (F) 068 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 54,000.00 26.280 39,420.00 31.690 47,535 (F) 069 BAR REINFORCING STEEL (WALER) LB 1.2500 95,490.00 56,402.000 70,502 (F) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 450.00 0.000 0 (0.080"-UNFRAMED) 071 ROADSIDE SIGN - ONE POST EA 100.0000 900.00 0.000 0 072 ROADSIDE SIGN - TWO POST EA 250.0000 500.00 0.000 0 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 910.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 702.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 075 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.5000 715.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B03U4 TIME 10:21 AM ESTIMATE NO. 014 BID OPENING 08/12/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 08/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 TIMBER LAGGING MFBM 4,000.0000 268,000.00 67.000 268,000 (F) 077 CLEAN AND PAINT STEEL SOLDIER PILING LS 70,000.0000 70,000.00 1.000 70,000 078 18" CORRUGATED STEEL PIPE (.109" THICK) LF 114.2500 8,111.75 33.000 3,770.25 33.000 3,770 079 24" CORRUGATED STEEL PIPE (.109" THICK) LF 217.0000 71,610.00 303.000 65,751.00 303.000 65,751 080 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 28.0000 1,540.00 55.000 1,540.00 55.000 1,540 081 10" PERFORATED PLASTIC PIPE UNDERDRAIN LF 76.1500 28,175.50 261.000 19,875 082 GEOCOMPOSITE DRAIN SQFT 5.0000 6,450.00 0.000 0 083 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 45.5000 1,137.50 0.000 0 (.109" THICK) 084 36" CORRUGATED STEEL PIPE INLET LF 380.0000 1,786.00 4.700 1,786.00 4.700 1,786 (.109" THICK) 085 72" WELDED STEEL PIPE (.250" THICK) LF 719.2500 60,417.00 84.000 60,417.00 84.000 60,417 086 18" STEEL FLARED END SECTION EA 500.0000 500.00 1.000 500.00 1.000 500 087 ROCK SLOPE PROTECTION CY 100.0000 19,000.00 29.000 2,900.00 195.000 19,500 (1/4 T, METHOD B) (CY) 088 ROCK SLOPE PROTECTION CY 100.0000 5,600.00 3.000 300 (LIGHT, METHOD B) (CY) 089 GABION CY 175.0000 141,750.00 0.000 0 090 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 6.0000 13,260.00 115.000 690 091 MINOR CONCRETE (CURB) (CY) CY 1,000.0000 7,000.00 0.000 0 (F) 092 MINOR CONCRETE (SIDEWALK) CY 1,000.0000 15,000.00 0.000 0 (F) 093 DECORATIVE CONCRETE MICROTOPPING LS 20,000.0000 20,000.00 0.000 0 094 PARKING BUMPER (PRECAST CONCRETE) EA 250.0000 250.00 0.000 0 095 MISCELLANEOUS IRON AND STEEL LB 1.7500 6,125.00 1,835.000 3,211.25 2,997.000 5,244 (F) 096 DELINEATOR (CLASS 2) EA 50.0000 2,450.00 0.000 0 097 MILEPOST MARKER EA 50.0000 50.00 0.000 0 098 MARKER (CULVERT) EA 50.0000 700.00 0.000 0 099 OBJECT MARKER (TYPE K) EA 1,000.0000 2,000.00 0.000 0 100 OBJECT MARKER (TYPE L) EA 50.0000 200.00 0.000 0 101 OBJECT MARKER (TYPE L-1) EA 50.0000 150.00 0.000 0 102 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.2500 47,385.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B03U4 TIME 10:21 AM ESTIMATE NO. 014 BID OPENING 08/12/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 08/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 58,850.00 0.000 0 104 CABLE RAILING LF 71.0000 25,560.00 0.000 0 105 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 10,500.00 0.000 0 106 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 0.000 0 107 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 14,000.00 0.000 0 108 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 7,500.00 0.000 0 109 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 300.0000 98,400.00 328.000 98,400 (F) 110 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.3500 16,605.00 0.000 0 111 THERMOPLASTIC PAVEMENT MARKING SQFT 100.0000 2,300.00 0.000 0 112 PAVEMENT MARKER EA 26.5000 6,890.00 0.000 0 (RETROREFLECTIVE-RECESSED) 113 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 114 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 600.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 08/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B03U4 TIME 10:21 AM ESTIMATE NO. 014 BID OPENING 08/12/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 08/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 257,516.50 2,841,586.08 ADJUSTMENT OF COMPENSATION 28,500.00 35,076.64 EXTRA WORK 27,205.44 181,442.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 313,221.94 3,058,105.02 115 MOBILIZATION LS 450,000.0000 450,000.00 1.000 450,000 ORIGINAL CONTRACT AMOUNT 5,342,383.25 TOTAL WORK COMPLETED 313,221.94 3,508,105.02 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 313,221.94 3,508,105.02 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 11/02/15 260 12/28/15 12/28/15 11/22/17 184 226 -11 0 62% 74% PROGRESS IS SATISFACTORY QUINTRELL, HEIDI RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/17