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 05/26/15 EST. NO. 009 TIME 08:04 AM R.E. NAME: ZIMMERER, JEFFREY 01-0A3604 --------------------------------------------------------------------------- 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 05/26/15 EST. NO. 009 TIME 08:04 AM R.E. NAME: ZIMMERER, JEFFREY 01-0A3604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 9/14 -1,000.00 002 RETURN DEDUCT 9/14 1,000.00 005 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A3604 TIME 08:04 AM ESTIMATE NO. 009 BID OPENING 05/07/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 05/26/15 LOCATION PROGRESS ESTIMATE 01-HUM-299-19.3/19.8 ----------------- MERCER-FRASER COMPANY IN HUMBOLDT COUNTY ABOUT 14 MILES P.O. BOX 1006 EAST OF BLUE LAKE FROM 0.3 MILE EUREKA CA 95502 EAST TO 0.8 MILE EAST OF BAIR ROAD FED. AID NO. HSNH-P299(180)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 2,500.0000 2,500.00 1.000 2,500 002 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.600 3,000 003 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.100 4,000.00 1.000 40,000 004 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 4,500.00 1,580.000 3,950 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 6,650.00 16,227.000 8,113 006 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 5,200.00 101.000 4,040 007 TEMPORARY PAVEMENT MARKER EA 5.0000 1,750.00 334.000 1,670 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,000.0000 6,000.00 0.100 600.00 1.000 6,000 009 TEMPORARY RAILING (TYPE K) LF 22.0000 26,400.00 1,200.000 26,400 010 TEMPORARY CRASH CUSHION EA 800.0000 1,600.00 2.000 1,600 011 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.900 9,000 012 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.720 1,800 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 2,000.00 7.000 3,500 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,200.0000 14,400.00 18.000 21,600 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 016 MOVE-IN/MOVE-OUT EA 1,000.0000 4,000.00 3.000 3,000 (TEMPORARY EROSION CONTROL) 017 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 7,000.00 775.000 775 018 TEMPORARY COVER SQYD 2.5000 17,500.00 7,071.000 17,677 019 TEMPORARY CHECK DAM LF 4.5000 4,500.00 240.000 1,080 020 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 1,575.00 5.000 1,125 021 TEMPORARY FIBER ROLL LF 5.5000 9,075.00 575.000 3,162 022 TEMPORARY GRAVEL BAG BERM LF 5.0000 2,500.00 955.000 4,775 PROGRAM CAS145 PAGE 2 DATE 05/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A3604 TIME 08:04 AM ESTIMATE NO. 009 BID OPENING 05/07/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 05/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY REINFORCED SILT FENCE LF 20.0000 10,000.00 500.000 10,000 024 TEMPORARY SILT FENCE LF 5.2500 3,832.50 2,153.000 11,303 025 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 4,000.00 2.000 4,000 026 STREET SWEEPING LS 5,500.0000 5,500.00 0.100 550.00 1.000 5,500 027 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 1.000 1,000 028 TREATED WOOD WASTE LB 0.5000 505.00 0.000 0 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 2,370.00 2,146.000 3,219 030 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 780.00 126.000 756 031 REMOVE ROADSIDE SIGN EA 115.0000 2,300.00 0.000 0 032 REMOVE CULVERT (LF) LF 4.0000 1,080.00 264.000 1,056 033 REMOVE INLET EA 500.0000 1,500.00 3.000 1,500 034 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 49,950.00 11,013.000 49,558 035 CLEARING AND GRUBBING (LS) LS 35,000.0000 35,000.00 1.000 35,000 036 DEVELOP WATER SUPPLY LS 1,500.0000 1,500.00 1.000 1,500 037 ROADWAY EXCAVATION CY 39.0000 409,500.00 10,103.000 394,017 038 SHOULDER BACKING TON 45.0000 16,650.00 142.360 6,406.20 281.160 12,652 039 DITCH EXCAVATION CY 32.0000 3,136.00 33.000 1,056 040 GEOSYNTHETIC REINFORCED EMBANKMENT SQFT 28.0000 792,400.00 28,300.500 792,414 041 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8300 48,057.00 51,876.000 43,057 042 HYDROMULCH SQFT 0.5000 48,250.00 0.000 0 043 FIBER ROLLS LF 3.0000 2,160.00 1,725.000 5,175 044 STRAW SQFT 0.1000 5,110.00 0.000 0 045 HYDROSEED SQFT 0.5000 48,250.00 0.000 0 046 CLASS 2 AGGREGATE BASE (CY) CY 49.0000 103,390.00 2,119.200 103,840 047 PREPAVING INERTIAL PROFILER LS 2,750.0000 2,750.00 1.000 2,750 048 REPLACE ASPHALT CONCRETE SURFACING CY 335.0000 40,200.00 98.000 32,830 049 HOT MIX ASPHALT (OPEN GRADED) TON 115.0000 125,350.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A3604 TIME 08:04 AM ESTIMATE NO. 009 BID OPENING 05/07/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 05/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HOT MIX ASPHALT, SUPERPAVE (TYPE A) TON 110.0000 336,600.00 3,099.100 340,901 051 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 650.0000 1,300.00 2.000 1,300 PAVEMENT INTERLAYER) 052 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 5.0000 8,050.00 1,204.400 6,022 (PAVING FABRIC) 053 SHOULDER RUMBLE STRIP STA 65.0000 3,185.00 49.000 3,185.00 49.000 3,185 (HMA,GROUND-IN INDENTATIONS) 054 CEMTERLINE RUMBLE STRIP STA 65.0000 1,755.00 44.000 2,860.00 44.000 2,860 (HMA, GROUND-IN INDENTATIONS) 055 DATA CORE LS 2,500.0000 2,500.00 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 10.0000 790.00 47.400 474 057 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 10.0000 7,000.00 675.000 6,750 058 PLACE HOT MIX ASPHALT SQYD 15.0000 7,650.00 531.800 7,977 (MISCELLANEOUS AREA) 059 TACK COAT TON 850.0000 4,250.00 4.660 3,961 060 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 17,280.00 9.300 16,740 (F) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,300.00 130.000 1,300 (0.063"-UNFRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 770.00 70.000 770 (0.080"-UNFRAMED) 063 ROADSIDE SIGN - ONE POST EA 250.0000 3,500.00 14.000 3,500 064 8" CORRUGATED STEEL PIPE (.079" THICK) LF 80.0000 1,920.00 24.000 1,920 065 24" CORRUGATED STEEL PIPE (.138" THICK) LF 275.0000 41,250.00 139.500 38,362 066 30" CORRUGATED STEEL PIPE (.138" THICK) LF 125.0000 8,875.00 70.300 8,787 067 36" CORRUGATED STEEL PIPE (.138" THICK) LF 210.0000 23,100.00 91.000 19,110 068 ANCHOR ASSEMBLY EA 350.0000 1,050.00 2.000 700 069 24" STEEL FLARED END SECTION EA 300.0000 600.00 2.000 600 070 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 110.0000 1,760.00 16.000 1,760 (CY) 071 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.2500 166.50 79.300 178 072 MISCELLANEOUS IRON AND STEEL LB 2.5000 2,975.00 1,190.000 2,975 (F) 073 DELINEATOR (CLASS 2) EA 55.0000 1,760.00 36.000 1,980 074 MILEPOST MARKER EA 55.0000 110.00 2.000 110 075 MARKER (CULVERT) EA 55.0000 495.00 9.000 495 076 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 30.0000 29,400.00 980.000 29,400 PROGRAM CAS145 PAGE 4 DATE 05/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A3604 TIME 08:04 AM ESTIMATE NO. 009 BID OPENING 05/07/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 05/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 VEGETATION CONTROL (MINOR CONCRETE) SQYD 48.0000 18,720.00 292.200 14,025 078 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 2.000 6,000 079 THERMOPLASTIC PAVEMENT MARKING SQFT 7.5000 975.00 126.000 945.00 126.000 945 080 THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 8,560.00 16,562.000 13,249.60 16,562.000 13,249 (SPRAYABLE) 081 PAVEMENT MARKER EA 10.0000 2,900.00 462.000 4,620.00 462.000 4,620 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 05/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A3604 TIME 08:04 AM ESTIMATE NO. 009 BID OPENING 05/07/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 05/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 36,415.80 2,219,911.96 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 202,964.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 36,415.80 2,422,876.83 082 MOBILIZATION LS 125,000.0000 125,000.00 1.000 125,000 ORIGINAL CONTRACT AMOUNT 2,614,717.00 TOTAL WORK COMPLETED 36,415.80 2,547,876.83 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 36,415.80 2,547,876.83 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 06/18/14 80 07/21/14 07/21/14 05/30/15 84 123 4 0 91% 100% PROGRESS IS SATISFACTORY ZIMMERER, JEFFREY RESIDENT ENGINEER PROGRAM CAS145 DATE 05/26/15