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 10/26/17 EST. NO. 016 TIME 10:47 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 0085 2,836.08 E.W. @ U.P (+) 091817 N RB0085 0086 2,836.08 091917 N RB0086 0087 2,330.88 092017 N RB0087 0088 2,020.80 092117 N RB0088 0089 2,933.64 092217 N RB0089 0090 3,317.04 092317 N RB0090 0091 3,031.20 092417 N RB0091 0092 2,933.64 092517 N RB0092 0093 2,836.08 092617 N RB0093 0094 2,982.42 092717 N RB0094 0095 2,884.86 092817 N RB0095 0096 2,208.93 092917 N RB0096 0097 1,484.22 100217 N RB0097 0098 969.00 100417 N RB0098 0099 1,240.32 100517 N RB0099 0100 1,240.32 101117 N RB0100 0101 930.24 101317 N RB0101 39,015.75 TOTAL THIS ESTIMATE 306,523.89 TOTAL PREVIOUS ESTIMATE 345,539.64 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 10/26/17 EST. NO. 016 TIME 10:47 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 10/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B03U4 TIME 10:47 AM ESTIMATE NO. 016 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 10/20/17 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 10/26/17 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 0.900 9,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 500.0000 130,000.00 17.000 8,500.00 225.000 112,500 004 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.900 4,500 005 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.900 270,000 006 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 0.900 36,000 010 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 0.900 13,500 013 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 1.000 500.00 31.000 15,500 015 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 2.000 4,000 017 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 80.000 400.00 480.000 2,400 020 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 1,710.000 8,550 022 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 2,500.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B03U4 TIME 10:47 AM ESTIMATE NO. 016 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 10/20/17 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 10/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,000 024 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 1,600.000 1,840 027 REMOVE STEEL POST EA 50.0000 50.00 1.000 50 028 REMOVE MARKER EA 35.0000 420.00 0.200 7 029 REMOVE GUARDRAIL LF 6.0000 1,620.00 270.000 1,620 030 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 1,000 033 REMOVE CULVERT (LF) LF 102.0000 44,880.00 353.800 36,087 034 REMOVE INLET EA 200.0000 800.00 4.000 800 035 RELOCATE STEEL POST EA 1,000.0000 1,000.00 1.000 1,000 036 RELOCATE GATE EA 2,500.0000 2,500.00 0.000 0 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 5,600.00 280.000 5,600 038 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 0.200 10,000.00 1.000 50,000 039 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000 040 ROADWAY EXCAVATION CY 25.0000 435,000.00 17,400.000 435,000 041 SHOULDER BACKING TON 40.0000 14,400.00 405.990 16,239.60 437.990 17,519 042 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 4,899.000 58,788 046 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 10/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B03U4 TIME 10:47 AM ESTIMATE NO. 016 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 10/20/17 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 10/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,950.000 237,000 053 HOT MIX ASPHALT (TYPE A) TON 151.0000 315,590.00 3,387.880 511,569.88 3,649.880 551,131 054 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 202,740.00 677.490 147,692.82 677.490 147,692 (OPEN GRADED FRICTION COURSE) 056 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 22.0000 3,520.00 160.000 3,520.00 160.000 3,520 (PAVING FABRIC) 057 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 8.4500 5,746.00 670.000 5,661.50 670.000 5,661 058 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.3500 1,215.50 104.000 972.40 104.000 972 059 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.2500 6,307.50 876.000 6,351.00 876.000 6,351 060 PLACE HOT MIX ASPHALT SQYD 150.0000 3,600.00 26.000 3,900.00 26.000 3,900 (MISCELLANEOUS AREA) 061 TACK COAT TON 1,000.0000 3,000.00 4.000 4,000.00 4.000 4,000 062 GROUND ANCHOR (SUBHORIZONTAL) EA 3,245.0000 392,645.00 90.000 292,050 063 RAIL ELEMENT WALL SQFT 75.0000 22,500.00 72.000 5,400.00 72.000 5,400 064 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 1.000 1,500.00 35.960 53,940 (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 10/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B03U4 TIME 10:47 AM ESTIMATE NO. 016 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 10/20/17 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 10/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 75.000 8,568 079 24" CORRUGATED STEEL PIPE (.109" THICK) LF 217.0000 71,610.00 303.000 65,751 080 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 28.0000 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 1,290.000 6,450 083 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 (.109" THICK) 085 72" WELDED STEEL PIPE (.250" THICK) LF 719.2500 60,417.00 84.000 60,417 086 18" STEEL FLARED END SECTION EA 500.0000 500.00 1.000 500 087 ROCK SLOPE PROTECTION CY 100.0000 19,000.00 290.000 29,000 (1/4 T, METHOD B) (CY) 088 ROCK SLOPE PROTECTION CY 100.0000 5,600.00 110.000 11,000 (LIGHT, METHOD B) (CY) 089 GABION CY 175.0000 141,750.00 810.000 141,750 090 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 6.0000 13,260.00 2,185.000 13,110 091 MINOR CONCRETE (CURB) (CY) CY 1,000.0000 7,000.00 7.000 7,000 (F) 092 MINOR CONCRETE (SIDEWALK) CY 1,000.0000 15,000.00 15.000 15,000 (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 3,475.000 6,081 (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 1,696.000 49,608.00 1,696.000 49,608 PROGRAM CAS145 PAGE 5 DATE 10/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B03U4 TIME 10:47 AM ESTIMATE NO. 016 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 10/20/17 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 10/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 10,500.00 3.000 10,500 106 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 107 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 14,000.00 4.000 14,000.00 4.000 14,000 108 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 7,500.00 3.000 7,500.00 3.000 7,500 109 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 10/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B03U4 TIME 10:47 AM ESTIMATE NO. 016 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 10/20/17 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 10/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 808,815.20 4,233,399.28 ADJUSTMENT OF COMPENSATION 0.00 35,076.64 EXTRA WORK 39,015.75 310,463.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 847,830.95 4,578,938.92 115 MOBILIZATION LS 450,000.0000 450,000.00 1.000 450,000 ORIGINAL CONTRACT AMOUNT 5,342,383.25 TOTAL WORK COMPLETED 847,830.95 5,028,938.92 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 847,830.95 5,028,938.92 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 12/04/17 225 228 -7 0 85% 89% PROGRESS IS SATISFACTORY QUINTRELL, HEIDI RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/17