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 12/22/16 EST. NO. 008 TIME 02:43 PM R.E. NAME: DAVIS, ALAN 07-2750U4 --------------------------------------------------------------------------- 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 0001 744.80 E.W. @ F.A.(+) 062816 N 0002.0 0002 2,050.91 070116 N 0003.0 0003 124.73 070116 N 0004.0 0004 1,422.96 070516 N 0005.0 4,343.40 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 4,343.40 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 12/22/16 EST. NO. 008 TIME 02:43 PM R.E. NAME: DAVIS, ALAN 07-2750U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY 1391 FORM MISSING -10,000.00 004 1391 FORM MISSING 10,000.00 005 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2750U4 TIME 02:43 PM ESTIMATE NO. 008 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: DAVIS, ALAN DATE OF THIS ESTIMATE 12/22/16 LOCATION PROGRESS ESTIMATE 07-VEN-33-0.0/6.0 ----------------- ORTIZ ENTERPRISES, INC. ON ROUTE 33, BETWEEN 101 AND 0.4 6 CUSHING SUITE 200 MILE NORTH OF CASITAS VISTA ROAD IRVINE CA 92618 AND ON ROUTE 101 BETWEEN NORTH OF WESTLAKE BOULEVARD AND NORTH OF ARNEIL ROAD. FED. AID NO. NHP-X037(186)E STORMWATER MITIGATION THROUGH ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.900 9,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.250 3,750.00 0.500 7,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,440.0000 488,000.00 20.000 48,800.00 147.000 358,680 004 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.750 22,500 005 TRAFFIC CONTROL SYSTEM LS 148,000.0000 148,000.00 0.150 22,200 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 8,040.00 17,155.000 10,293 007 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 7,000.00 121.000 6,050 008 TEMPORARY RAILING (TYPE K) LF 21.0000 214,200.00 8,678.000 182,238 009 TEMPORARY CRASH CUSHION MODULE EA 450.0000 85,500.00 176.000 79,200 010 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.100 1,000.00 0.940 9,400 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 40,000.0000 40,000.00 1.000 40,000 012 TEMPORARY COVER SQYD 6.0000 18,000.00 990.000 5,940 013 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 12,000.00 12.000 3,600.00 28.000 8,400 014 TEMPORARY FIBER ROLL LF 6.0000 17,400.00 220.000 1,320.00 737.000 4,422 015 TEMPORARY SILT FENCE LF 6.0000 12,240.00 3,137.000 18,822 016 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 20,000.00 4.000 40,000 017 STREET SWEEPING LS 45,000.0000 45,000.00 0.500 22,500.00 0.610 27,450 018 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.100 1,000.00 0.500 5,000 019 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 5.0000 1,300.00 100.000 500 STRIPE (HAZARDOUS WASTE) 021 TREATED WOOD WASTE LB 0.2500 407.50 1,630.000 407 022 REMOVE GUARDRAIL LF 9.0000 1,350.00 150.000 1,350 PROGRAM CAS145 PAGE 2 DATE 12/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2750U4 TIME 02:43 PM ESTIMATE NO. 008 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: DAVIS, ALAN DATE OF THIS ESTIMATE 12/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE FLARED END SECTION EA 800.0000 1,600.00 0.000 0 024 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 23,580.00 15,162.000 27,291 025 REMOVE ASPHALT CONCRETE DIKE LF 14.0000 13,860.00 1,623.000 22,722 026 REMOVE PIPE (LF) LF 93.0000 27,900.00 60.400 5,617.20 305.100 28,374 027 REMOVE INLET EA 1,940.0000 3,880.00 1.000 1,940.00 1.000 1,940 028 RESET MILEPOST MARKER EA 30.0000 30.00 0.000 0 029 RESET MARKERS AND DELINEATORS EA 30.0000 30.00 0.000 0 030 RELOCATE OBJECT MARKER EA 50.0000 50.00 0.000 0 031 RELOCATE ROADSIDE SIGN-ONE POST EA 300.0000 300.00 0.000 0 032 RELOCATE ROADSIDE SIGN-TWO POST EA 1,000.0000 1,000.00 0.000 0 033 REMOVE CONCRETE (CURB AND GUTTER) LF 7.0000 980.00 85.000 595.00 85.000 595 034 CAP INLET EA 1,640.0000 1,640.00 0.000 0 035 CLEARING AND GRUBBING (LS) LS 160,000.0000 160,000.00 0.900 144,000 036 ROADWAY EXCAVATION CY 60.0000 133,200.00 652.000 39,120.00 1,933.500 116,010 037 ROADWAY EXCAVATION (TYPE Z-2) CY 190.0000 241,300.00 173.000 32,870.00 253.000 48,070 (AERIALLY DEPOSITED LEAD) 038 STRUCTURE EXCAVATION CY 25.0000 275,925.00 1,000.000 25,000.00 4,255.000 106,375 (F) 039 STRUCTURE EXCAVATION (RETAINING WALL) CY 41.0000 50,102.00 1,222.000 50,102 (F) 040 STRUCTURE EXCAVATION (TYPE Z-2) CY 300.0000 657,000.00 763.100 228,930.00 1,190.600 357,180 (AERIALLY DEPOSITED LEAD) 041 STRUCTURE BACKFILL CY 110.0000 196,240.00 201.000 22,110.00 564.000 62,040 (F) 042 STRUCTURE BACKFILL (RETAINING WALL) CY 66.0000 66,924.00 1,014.000 66,924 (F) 043 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 400.00 8.000 400.00 8.000 400 (F) WALL) 044 DITCH EXCAVATION CY 1,000.0000 2,100.00 0.000 0 045 IMPORTED BORROW (CY) CY 1.0000 5,870.00 90.000 90.00 2,602.200 2,602 046 ROADSIDE CLEARING LS 15,000.0000 15,000.00 0.000 0 047 SLOW-RELEASE FERTILIZER LB 4.0000 6,360.00 0.000 0 048 PLANT (GROUP A) EA 21.0000 66,780.00 0.000 0 049 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2750U4 TIME 02:43 PM ESTIMATE NO. 008 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: DAVIS, ALAN DATE OF THIS ESTIMATE 12/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 WOOD MULCH CY 92.0000 21,160.00 0.000 0 051 CONTROL AND NEUTRAL CONDUCTORS LS 5,000.0000 5,000.00 0.000 0 052 1 1/2" REMOTE CONTROL VALVE EA 500.0000 3,500.00 0.000 0 053 12 STATION IRRIGATION CONTROLLER EA 4,200.0000 4,200.00 0.000 0 (WALL MOUNTED) 054 IRRIGATION CONTROLLER ENCLOSURE EA 2,500.0000 2,500.00 0.000 0 CABINET 055 2" BACKFLOW PREVENTER ASSEMBLY EA 1,600.0000 1,600.00 0.000 0 056 BACKFLOW PREVENTER ENCLOSURE EA 1,600.0000 1,600.00 0.000 0 057 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 22.0000 3,080.00 0.000 0 058 3" GATE VALVE EA 800.0000 1,600.00 0.000 0 059 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.0000 10,360.00 0.000 0 (F) LINE) 060 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 600.00 0.000 0 (F) LINE) 061 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 4,680.00 0.000 0 (F) (SUPPLY LINE) 062 3" PLASTIC PIPE (SCHEDULE 40) LF 14.0000 33,600.00 0.000 0 (F) (SUPPLY LINE) 063 BALL VALVE EA 350.0000 1,050.00 0.000 0 064 8" WELDED STEEL PIPE CONDUIT LF 180.0000 16,200.00 0.000 0 065 HYDROMULCH SQFT 0.0600 9,600.00 0.000 0 066 HYDROSEED SQFT 0.0600 9,600.00 0.000 0 067 COMPOST SQFT 0.0200 3,200.00 0.000 0 068 CLASS 3 AGGREGATE BASE (CY) CY 56.0000 114,800.00 466.000 26,096.00 1,003.000 56,168 069 LEAN CONCRETE BASE CY 210.0000 245,700.00 252.000 52,920.00 534.600 112,266 070 LEAN CONCRETE BASE RAPID SETTING CY 970.0000 42,680.00 0.000 0 071 HOT MIX ASPHALT (TYPE A) TON 145.0000 203,000.00 636.380 92,275.10 636.380 92,275 072 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 170.0000 178,500.00 588.070 99,971.90 588.070 99,971 073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 360.00 0.000 0 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 1,240.00 0.000 0 075 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.0000 680.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 10,360.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2750U4 TIME 02:43 PM ESTIMATE NO. 008 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: DAVIS, ALAN DATE OF THIS ESTIMATE 12/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT SQYD 201.0000 4,221.00 0.000 0 (MISCELLANEOUS AREA) 078 TACK COAT TON 1,100.0000 9,900.00 4.360 4,796.00 4.360 4,796 079 STRUCTURAL CONCRETE CY 420.0000 889,980.00 121.000 50,820.00 960.000 403,200 (F) 080 STRUCTURAL CONCRETE, RETAINING WALL CY 850.0000 26,350.00 31.000 26,350 (F) 081 MINOR CONCRETE (MINOR STRUCTURE) CY 1,520.0000 205,200.00 15.220 23,134.40 70.350 106,932 (F) 082 MINOR CONCRETE (BACKFILL) CY 190.0000 4,750.00 25.000 4,750 (F) 083 JOINT SEAL (TYPE AL) LF 6.0000 8,160.00 732.000 4,392.00 732.000 4,392 084 BAR REINFORCING STEEL LB 1.1200 519,478.40 59,752.000 66,922.24 278,299.000 311,694 (F) 085 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 2,640.80 3,301.000 2,640 (F) 086 18" REINFORCED CONCRETE PIPE LF 127.0000 180,340.00 144.000 18,288.00 565.000 71,755 087 24" REINFORCED CONCRETE PIPE LF 137.0000 78,090.00 527.300 72,240 088 18" CORRUGATED STEEL PIPE (.109" THICK) LF 206.0000 113,300.00 138.400 28,510.40 427.500 88,065 089 24" CORRUGATED STEEL PIPE (.109" THICK) LF 250.0000 47,500.00 28.000 7,000.00 61.300 15,325 090 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 14.0000 22,260.00 188.000 2,632.00 698.000 9,772 091 6" NON-PERFORATED PLASTIC PIPE LF 38.0000 20,900.00 53.000 2,014.00 237.000 9,006 UNDERDRAIN 092 CLASS 4 PERMEABLE MATERIAL CY 63.0000 33,390.00 252.000 15,876.00 252.000 15,876 093 CLASS 5 PERMEABLE MATERIAL CY 63.0000 29,610.00 216.000 13,608.00 216.000 13,608 094 ANCHOR ASSEMBLY EA 1,200.0000 2,400.00 0.000 0 095 10" WELDED STEEL PIPE (.250" THICK) LF 200.0000 46,000.00 0.000 0 096 18" STEEL FLARED END SECTION EA 810.0000 4,050.00 3.000 2,430.00 5.000 4,050 097 24" STEEL FLARED END SECTION EA 870.0000 5,220.00 1.000 870 098 36" PRECAST CONCRETE PIPE MANHOLE LF 520.0000 5,720.00 0.000 0 099 ROCK SLOPE PROTECTION CY 100.0000 4,700.00 2.400 240 (F) (FACING, METHOD B) (CY) 100 GABION CY 165.0000 12,375.00 32.000 5,280.00 32.000 5,280 (F) 101 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 640.00 8.600 34 102 MINOR CONCRETE (GUTTER) (CY) CY 1,200.0000 3,840.00 0.000 0 103 MINOR CONCRETE (CURB AND GUTTER) CY 1,200.0000 4,320.00 3.200 3,840.00 3.200 3,840 PROGRAM CAS145 PAGE 5 DATE 12/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2750U4 TIME 02:43 PM ESTIMATE NO. 008 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: DAVIS, ALAN DATE OF THIS ESTIMATE 12/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (DRIVEWAY) CY 1,200.0000 15,600.00 13.000 15,600.00 13.000 15,600 105 MISCELLANEOUS IRON AND STEEL LB 1.5000 34,270.50 3,732.000 5,598.00 10,820.000 16,230 (F) 106 MISCELLANEOUS METAL LB 73.0000 295,285.00 460.000 33,580.00 460.000 33,580 (F) 107 MISCELLANEOUS METAL (INCLINED SCREEN) LB 100.0000 119,000.00 0.000 0 108 CHAIN LINK FENCE (TYPE CL-6) LF 17.0000 15,300.00 0.000 0 109 20' CHAIN LINK GATE (TYPE CL-6) EA 2,200.0000 8,800.00 0.000 0 110 DELINEATOR (CLASS 1) EA 30.0000 1,260.00 0.000 0 111 MIDWEST GUARDRAIL SYSTEM LF 27.0000 17,010.00 0.000 0 112 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 39,600.00 0.000 0 113 CABLE RAILING LF 34.0000 53,856.00 768.000 26,112.00 768.000 26,112 (F) 114 TRANSITION RAILING (TYPE WB-31) EA 3,600.0000 3,600.00 0.000 0 115 END ANCHOR ASSEMBLY (TYPE SFT) EA 570.0000 4,560.00 0.000 0 116 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 25,200.00 0.000 0 117 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,850.00 0.000 0 118 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 1,280.00 0.000 0 119 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 5,940.00 0.000 0 (BROKEN 12-3) 120 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 11,580.00 0.000 0 (BROKEN 36-12) 121 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 1,950.00 0.000 0 122 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 3,120.00 411.000 2,466 123 ELECTRIC SERVICE (IRRIGATION) LS 6,000.0000 6,000.00 0.000 0 124 MODIFY RAMP METERING SYSTEM LS 20,000.0000 20,000.00 0.000 0 125 MODIFY LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 0.000 0 126 CLASS D FILTER FABRIC SQYD 4.0000 5,040.00 608.000 2,432.00 608.000 2,432 PROGRAM CAS145 PAGE 6 DATE 12/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2750U4 TIME 02:43 PM ESTIMATE NO. 008 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: DAVIS, ALAN DATE OF THIS ESTIMATE 12/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,042,770.24 3,530,796.78 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 4,343.40 4,343.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,047,113.64 3,535,140.18 127 MOBILIZATION LS 700,000.0000 700,000.00 0.950 665,000 ORIGINAL CONTRACT AMOUNT 7,846,375.20 TOTAL WORK COMPLETED 1,047,113.64 4,200,140.18 MATERIALS ON HAND ON SITE 135,038.59 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,047,113.64 4,335,178.77 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 03/29/16 450 05/23/16 00/00/00 03/19/18 144 1 0 0 53% 32% PROGRESS IS SATISFACTORY DAVIS, ALAN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/16