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 12/22/17 EST. NO. 009 TIME 11:59 AM R.E. NAME: EID, EMILE 07-281504 --------------------------------------------------------------------------- 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 12/22/17 EST. NO. 009 TIME 11:59 AM R.E. NAME: EID, EMILE 07-281504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DBE 2406 -63,249.25 002 DBE 2406 RCVD 63,249.25 003 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY FORM 1391 -40,000.00 006 FORM 1391 40,000.00 007 0.00 0.00 LABOR COMPLIANCE VIOLATION CPR MAY'17 DELINQNT -5,000.00 003 CPR JUNE 17 -4,000.00 004 CPR JUNE 17 4,000.00 005 CPR MAY '17 DELINQNT 5,000.00 005 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-281504 TIME 11:59 AM ESTIMATE NO. 009 BID OPENING 11/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 12/22/17 LOCATION PROGRESS ESTIMATE 07-LA-101-29.2/38.1 ----------------- C. A. RASMUSSEN, INC. IN LOS ANGELES COUNTY BETWEEN 28548 LIVINGSTON AVENUE MUREAU ROAD AND VENTURA COUNTY LINE VALENCIA CA 91355 FED. AID NO. ACNH-Q101-3(4E) STORM WATER MITIGATION BEST ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.053 106.00 0.533 1,066 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 675,000.00 20.000 36,000.00 200.000 360,000 004 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.750 30,000 005 TRAFFIC CONTROL SYSTEM LS 420,000.0000 420,000.00 0.053 22,260.00 0.533 223,860 006 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 7,200.00 187.000 5,610 007 TEMPORARY RAILING (TYPE K) LF 15.0000 283,500.00 17,320.000 259,800 008 TEMPORARY CRASH CUSHION MODULE EA 160.0000 64,000.00 319.000 51,040 009 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.053 1,325.00 0.533 13,325 010 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 1.000 1,500 PLAN 011 RAIN EVENT ACTION PLAN EA 500.0000 4,500.00 0.000 0 012 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 500.00 0.000 0 013 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 014 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 1,600.00 28.000 4,480 015 TEMPORARY FIBER ROLL LF 3.9000 3,900.00 3,955.000 15,424 016 TEMPORARY SILT FENCE LF 4.3000 860.00 0.000 0 017 STREET SWEEPING LS 9,000.0000 9,000.00 0.053 477.00 0.533 4,797 018 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.053 795.00 0.533 7,995 019 TREATED WOOD WASTE LB 1.1500 4,209.00 5,969.000 6,864 020 REMOVE GUARDRAIL LF 9.0000 2,610.00 473.000 4,257 021 REMOVE FLARED END SECTION EA 300.0000 300.00 0.000 0 022 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 5,400.00 114.000 342.00 633.000 1,899 PROGRAM CAS145 PAGE 2 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-281504 TIME 11:59 AM ESTIMATE NO. 009 BID OPENING 11/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE OVERSIDE DRAIN EA 450.0000 450.00 0.000 0 024 REMOVE PIPE (LF) LF 70.0000 34,300.00 6.000 420.00 244.000 17,080 025 REMOVE CONCRETE (CHANNEL) CY 270.0000 3,240.00 12.000 3,240 026 CAP INLET EA 2,100.0000 2,100.00 0.000 0 027 CLEARING AND GRUBBING (LS) LS 150,000.0000 150,000.00 0.013 1,950.00 0.638 95,700 028 ROADWAY EXCAVATION CY 37.0000 244,570.00 537.330 19,881.21 3,197.630 118,312 029 EARTHWORK CY 25.0000 80,250.00 1,796.900 44,922 030 ROADWAY EXCAVATION (TYPE Z-2) CY 162.0000 238,140.00 610.500 98,901 (AERIALLY DEPOSITED LEAD) 031 ROADWAY EXCAVATION (TYPE Z-3) CY 164.0000 108,240.00 0.000 0 (AERIALLY DEPOSITED LEAD) 032 STRUCTURE EXCAVATION CY 40.0000 382,600.00 5,057.000 202,280 (F) 033 STRUCTURE BACKFILL CY 105.0000 141,855.00 682.000 71,610 (F) 034 DITCH EXCAVATION CY 47.0000 42,300.00 252.500 11,867.50 583.200 27,410 035 ROADSIDE CLEARING LS 65,000.0000 65,000.00 0.000 0 036 SLOW-RELEASE FERTILIZER LB 6.3000 31,563.00 0.000 0 037 PLANT (GROUP A) EA 6.7000 124,620.00 0.000 0 038 PLANT (GROUP B) EA 37.0000 4,440.00 0.000 0 039 PLANT ESTABLISHMENT WORK LS 42,500.0000 42,500.00 0.000 0 040 WOOD MULCH CY 87.0000 1,044.00 0.000 0 041 TEMPORARY IRRIGATION SYSTEM LS 206,000.0000 206,000.00 0.000 0 042 6" PLASTIC PIPE (SCHEDULE 40) LF 120.0000 720.00 0.000 0 (F) (SUPPLY LINE) 043 COMPOST SQFT 0.1300 22,230.00 0.000 0 044 INCORPORATE MATERIALS SQFT 0.1400 23,940.00 0.000 0 045 CLASS 3 AGGREGATE BASE (CY) CY 40.0000 37,600.00 274.000 10,960 046 LEAN CONCRETE BASE CY 200.0000 116,000.00 0.000 0 047 HOT MIX ASPHALT (TYPE A) TON 105.0000 59,850.00 0.000 0 048 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 72,800.00 0.000 0 049 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.7000 277.50 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-281504 TIME 11:59 AM ESTIMATE NO. 009 BID OPENING 11/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.7000 6,031.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.7000 814.00 0.000 0 052 PLACE HOT MIX ASPHALT SQYD 3.8000 13,756.00 0.000 0 (MISCELLANEOUS AREA) 053 STRUCTURAL CONCRETE CY 490.0000 984,410.00 690.000 338,100 (F) 054 MINOR CONCRETE (MINOR STRUCTURE) CY 1,700.0000 120,700.00 10.690 18,173.00 31.420 53,414 (F) 055 JOINT SEAL (TYPE AL) LF 15.0000 5,550.00 0.000 0 056 BAR REINFORCING STEEL LB 0.8400 408,255.96 163,366.000 137,227 (F) 057 18" REINFORCED CONCRETE PIPE LF 175.0000 183,750.00 304.000 53,200.00 590.500 103,337 058 24" REINFORCED CONCRETE PIPE LF 190.0000 91,200.00 201.000 38,190 059 36" REINFORCED CONCRETE PIPE LF 240.0000 14,400.00 0.000 0 060 42" REINFORCED CONCRETE PIPE LF 250.0000 45,000.00 0.000 0 061 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 12.0000 21,480.00 0.000 0 062 6" NON-PERFORATED PLASTIC PIPE LF 10.0000 3,700.00 10.000 100 UNDERDRAIN 063 CLASS D FILTER FABRIC SQYD 2.6000 4,212.00 0.000 0 (F) 064 CLASS 4 PERMEABLE MATERIAL CY 50.0000 32,650.00 0.000 0 (F) 065 CLASS 5 PERMEABLE MATERIAL CY 70.0000 48,230.00 0.000 0 (F) 066 12" CORRUGATED STEEL PIPE RISER LF 560.0000 1,120.00 0.000 0 (.079" THICK) 067 18" CONCRETE FLARED END SECTION EA 1,630.0000 13,040.00 3.000 4,890.00 3.000 4,890 068 24" CONCRETE FLARED END SECTION EA 1,800.0000 1,800.00 0.000 0 069 36" CONCRETE FLARED END SECTION EA 2,600.0000 2,600.00 54.000 140,400 070 ROCK SLOPE PROTECTION CY 150.0000 16,650.00 0.000 0 (F) (FACING, METHOD B) (CY) 071 CONCRETE (DITCH LINING) CY 700.0000 17,500.00 1.870 1,309 072 GABION CY 270.0000 17,280.00 0.000 0 (F) 073 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.9000 798.00 0.000 0 074 MINOR CONCRETE (GUTTER) (CY) CY 1,250.0000 6,250.00 0.000 0 075 MISCELLANEOUS IRON AND STEEL LB 1.6000 15,196.80 2,222.000 3,555.20 4,958.000 7,932 (F) 076 MISCELLANEOUS METAL LB 175.0000 140,875.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-281504 TIME 11:59 AM ESTIMATE NO. 009 BID OPENING 11/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 VEGETATION CONTROL (MINOR CONCRETE) SQYD 64.0000 23,040.00 0.000 0 078 CABLE RAILING LF 40.0000 38,040.00 0.000 0 (F) 079 TRANSITION RAILING (TYPE WB-31) EA 3,800.0000 34,200.00 0.000 0 080 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 10,500.00 0.000 0 081 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 8,700.00 0.000 0 082 CONCRETE BARRIER (TYPE 736) LF 115.0000 114,885.00 0.000 0 (F) 083 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 084 MODIFYING EXISTING ELECTRICAL SYSTEM LS 80,000.0000 80,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-281504 TIME 11:59 AM ESTIMATE NO. 009 BID OPENING 11/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 175,241.91 2,509,234.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 11,110.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 175,241.91 2,520,345.19 085 MOBILIZATION LS 460,000.0000 460,000.00 0.950 437,000 ORIGINAL CONTRACT AMOUNT 6,794,322.26 TOTAL WORK COMPLETED 175,241.91 2,957,345.19 MATERIALS ON HAND ON SITE 74,896.97 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 175,241.91 3,032,242.16 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 01/09/17 625 00/00/00 00/00/00 08/31/18 180 0 0 0 42% 29% PROGRESS IS SATISFACTORY EID, EMILE RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/17