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 10/27/16 EST. NO. 007 TIME 11:05 AM R.E. NAME: ZIMMERER, JEFFREY 01-0A5204 --------------------------------------------------------------------------- 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 0030 2,998.14 E.W. @ F.A.(+) 090716 N RB0030 0031 2,998.14 090816 N RB0031 0032 2,238.48 090916 N RB0032 0033 2,998.14 091216 N RB0033 0034 2,998.14 091316 N RB0034 0035 1,509.17 091416 N RB0035 0036 987.53 091516 N RB0036 0037 54.68 091516 N RB0037 0038 1,215.41 092816 N RB0038 0039 1,302.79 093016 N RB0039 0040 1,802.90 100316 N RB0040 007 0002 67,890.00 E.W. @ U.P (+) 072516 N RB0010 008 0001 6,891.99 A.C. @ L.S.(+) 090116 N RB0001 009 0002 943.97 E.W. @ F.A.(+) 091216 N RB0002 0003 1,047.06 091416 N RB0003 0004 2,071.59 091516 N RB0004 0005 2,300.06 091616 N RB0005 0006 503.40 091616 N RB0006 0007 308.64 091616 N RB0007 0009 3,749.89 093016 N RB0009 0010 114.63 092816 N RB0010 0011 114.63 093016 N RB0011 107,039.38 TOTAL THIS ESTIMATE -17,077.16 TOTAL PREVIOUS ESTIMATE 89,962.22 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 10/27/16 EST. NO. 007 TIME 11:05 AM R.E. NAME: ZIMMERER, JEFFREY 01-0A5204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A5204 TIME 11:05 AM ESTIMATE NO. 007 BID OPENING 06/17/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 10/27/16 LOCATION PROGRESS ESTIMATE 01-HUM-299-R21.1/R21.5 ----------------- R. BROWN CONSTRUCTION COMPANY, IN HUMBOLDT COUNTY ABOUT 16 MILES INC. EAST OF BLUE LAKE FROM 0.5 TO 0.9 P.O. BOX 406 MILE EAST OF CHEZEM ROAD WILLOW CREEK, CA 955730406 FED. AID NO. HSST-P ( ) ,P299-191 -E( ) CURVE IMPROVEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.500 1,500 003 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.940 47,000 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 20.0000 480.00 24.000 480 005 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.2000 2,552.00 1,150.000 2,530 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7500 2,265.00 2,953.000 2,214 007 CHANNELIZER (SURFACE MOUNTED) EA 27.0000 2,457.00 107.000 2,889 008 TEMPORARY SIGNAL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.910 9,100 010 TEMPORARY RAILING (TYPE K) LF 25.0000 58,000.00 2,340.000 58,500 011 TEMPORARY CRASH CUSHION EA 1,000.0000 4,000.00 4.000 4,000 012 JOB SITE MANAGEMENT LS 8,000.0000 8,000.00 0.935 7,480 013 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 3,500.00 2.000 1,000.00 4.000 2,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 800.0000 8,000.00 0.000 0 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 017 TEMPORARY COVER SQYD 1.0000 1,000.00 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,000.00 3.000 750 019 TEMPORARY FIBER ROLL LF 5.0000 2,000.00 227.000 1,135 020 TEMPORARY SILT FENCE LF 5.0000 5,000.00 1,196.500 5,982 021 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 2,500.00 0.000 0 022 STREET SWEEPING LS 5,000.0000 5,000.00 0.800 4,000.00 1.000 5,000 PROGRAM CAS145 PAGE 2 DATE 10/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A5204 TIME 11:05 AM ESTIMATE NO. 007 BID OPENING 06/17/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 10/27/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.00 1.000 1,000 024 TEMPORARY FENCE (TYPE ESA) LF 5.0000 1,000.00 40.000 200 025 TREATED WOOD WASTE LB 0.2500 7,325.00 0.000 0 026 ABANDON CULVERT (EA) EA 1,000.0000 1,000.00 1.000 1,000 027 REMOVE GUARDRAIL LF 5.5000 13,420.00 2,450.000 13,475 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 2,312.00 1,642.000 1,395 029 REMOVE ROADSIDE SIGN EA 55.0000 385.00 3.000 165.00 7.000 385 030 REMOVE DOWNDRAIN (EA) EA 500.0000 500.00 1.000 500 031 REMOVE INLET EA 500.0000 500.00 1.000 500 032 RECONSTRUCT GUARDRAIL LF 24.0000 5,280.00 225.000 5,400 033 MODIFY INLET EA 500.0000 500.00 1.000 500 034 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 26.0000 52,780.00 2,260.300 58,767 035 REMOVE CONCRETE (CY) CY 100.0000 1,000.00 10.000 1,000 036 SAND BACKFILL CY 50.0000 2,500.00 30.000 1,500 037 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 1.000 20,000 038 DEVELOP WATER SUPPLY LS 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 039 ROADWAY EXCAVATION CY 20.0000 256,000.00 10,321.700 206,434 040 SHOULDER BACKING TON 40.0000 2,280.00 0.000 0 041 DITCH EXCAVATION CY 30.0000 5,400.00 171.000 5,130.00 171.000 5,130 042 IMPORTED BORROW (CY) CY 54.0000 7,020.00 232.000 12,528 043 WOOD MULCH CY 121.0000 1,210.00 0.000 0 044 WEED CONTROL MAT (FIBER) SQYD 70.0000 58,800.00 6.000 420.00 801.600 56,112 045 IMPORTED BIOFILTRATION SOIL CY 140.5000 16,860.00 118.000 16,579.00 118.000 16,579 046 ROLLED EROSION CONTROL PRODUCT SQFT 1.6500 3,465.00 2,460.000 4,059.00 2,460.000 4,059 (JUTE MESH) 047 HYDROMULCH SQFT 0.6000 33,600.00 38,500.000 23,100.00 38,500.000 23,100 048 FIBER ROLLS LF 7.1500 25,597.00 1,282.000 9,166.30 1,898.000 13,570 049 STRAW SQFT 0.0700 3,780.00 53,910.000 3,773.70 59,038.000 4,132 PROGRAM CAS145 PAGE 3 DATE 10/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A5204 TIME 11:05 AM ESTIMATE NO. 007 BID OPENING 06/17/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 10/27/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HYDROSEED SQFT 0.6500 36,400.00 38,500.000 25,025.00 38,500.000 25,025 051 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0 052 CLASS 2 AGGREGATE BASE (CY) CY 60.0000 129,000.00 2,149.800 128,988 053 PREPAVING INERTIAL PROFILER LS 15,000.0000 15,000.00 1.000 15,000.00 1.000 15,000 054 REPLACE ASPHALT CONCRETE SURFACING CY 450.0000 33,300.00 65.000 29,250 055 HOT MIX ASPHALT (TYPE A) TON 160.0000 326,400.00 30.120 4,819.20 2,884.820 461,571 056 HOT MIX ASPHALT-OPEN GRADED TON 160.0000 145,600.00 0.000 0 (OPEN GRADED FRICTION COURSE) 057 ASPHALT BINDER TON 1,600.0000 2,400.00 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) 058 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.0000 2,910.00 400.000 1,200 (PAVING FABRIC) 059 SHOULDER RUMBLE STRIP STA 33.0000 1,188.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 060 CENTERLINE RUMBLE STRIP STA 42.0000 840.00 0.000 0 (HMA, GROUND-IN INDENTATIONS) 061 DATA CORE LS 2,500.0000 2,500.00 0.000 0 062 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 9.0000 10,170.00 1,071.000 9,639.00 1,071.000 9,639 063 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 9.0000 1,980.00 227.000 2,043.00 227.000 2,043 064 PLACE HOT MIX ASPHALT SQYD 155.0000 1,395.00 0.000 0 (MISCELLANEOUS AREA) 065 TACK COAT TON 900.0000 2,160.00 1.800 1,620 066 MECHANICALLY STABILIZED EMBANKMENT SQFT 55.5000 699,300.00 12,464.000 691,752 067 RAIL ELEMENT WALL SQFT 66.8000 32,064.00 480.000 32,064 068 MINOR CONCRETE (MINOR STRUCTURE) CY 617.0000 3,702.00 6.000 3,702 (F) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 200.00 2.000 40.00 2.000 40 (0.063"-UNFRAMED) 070 ROADSIDE SIGN - ONE POST EA 50.0000 300.00 6.000 300.00 6.000 300 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 532.00 38.000 532.00 38.000 532 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 072 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 7.5000 285.00 38.000 285.00 38.000 285 073 10" ALTERNATIVE PIPE CULVERT LF 12.7500 11,220.00 871.700 11,114 074 CONCRETE BACKFILL (PIPE TRENCH) CY 185.0000 12,025.00 55.000 10,175 075 24" PLASTIC PIPE LF 117.0000 351.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A5204 TIME 11:05 AM ESTIMATE NO. 007 BID OPENING 06/17/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 10/27/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 12" CORRUGATED STEEL PIPE (.079" THICK) LF 117.0000 351.00 0.000 0 077 48" CORRUGATED STEEL PIPE (.109" THICK) LF 240.0000 15,840.00 84.000 20,160 078 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 25.5000 8,160.00 320.000 8,160 079 48" CORRUGATED STEEL PIPE DOWNDRAIN LF 77.5000 4,650.00 40.000 3,100 (.109" THICK) 080 60" CORRUGATED STEEL PIPE INLET (.109" LF 150.5000 4,665.50 30.400 4,575 THICK) 081 12" STEEL FLARED END SECTION EA 250.0000 250.00 1.000 250.00 1.000 250 082 SMALL-ROCK SLOPE PROTECTION CY 50.0000 950.00 19.000 950 083 ROCK SLOPE PROTECTION CY 90.0000 3,150.00 20.000 1,800.00 44.000 3,960 (1/4 T, METHOD B) (CY) 084 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 495.00 0.000 0 085 MISCELLANEOUS IRON AND STEEL LB 1.7500 4,103.75 2,345.000 4,103 (F) 086 DELINEATOR (CLASS 2) EA 50.0000 1,150.00 23.000 1,150.00 23.000 1,150 087 MARKER (CULVERT) EA 50.0000 500.00 10.000 500.00 10.000 500 088 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 25.0000 60,250.00 2,275.000 56,875.00 4,550.000 113,750 089 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 10,000.00 5.000 12,500.00 10.000 25,000 090 THERMOPLASTIC PAVEMENT MARKING SQFT 7.7000 1,001.00 0.000 0 091 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 980.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 092 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 11,480.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 093 PAVEMENT MARKER EA 13.0000 5,330.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 10/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A5204 TIME 11:05 AM ESTIMATE NO. 007 BID OPENING 06/17/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 10/27/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 201,651.20 2,364,789.44 ADJUSTMENT OF COMPENSATION 6,891.99 -38,060.32 EXTRA WORK 100,147.39 128,022.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 308,690.58 2,454,751.66 094 MOBILIZATION LS 100,000.0000 100,000.00 1.000 100,000 ORIGINAL CONTRACT AMOUNT 2,558,796.25 TOTAL WORK COMPLETED 308,690.58 2,554,751.66 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 308,690.58 2,554,751.66 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 07/28/15 80 08/12/15 08/12/15 10/28/16 77 220 7 0 91% 89% PROGRESS IS SATISFACTORY ZIMMERER, JEFFREY RESIDENT ENGINEER PROGRAM CAS145 DATE 10/27/16