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 12/23/19 EST. NO. 009 TIME 09:53 AM R.E. NAME: KOURY, PETER 08-0Q1204 --------------------------------------------------------------------------- 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 12/23/19 EST. NO. 009 TIME 09:53 AM R.E. NAME: KOURY, PETER 08-0Q1204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING DOCS/CPR DIS -10,000.00 002 MISSING DOCS -2,000.00 003 MISSING DOCS 2,000.00 004 DELINQ/INADEQ CPR -10,000.00 005 DELINQ/INADEQ CPR -3,000.00 006 DELINQ/INADEQ CPR 10,000.00 006 DELINQ/INADEQ CPR 10,000.00 006 DELINQ/INADEQ CPR -10,000.00 007 DELINQ/INADEQ CPR 3,000.00 007 DELINQ/INADEQ CPR -10,000.00 009 DELINQ/INADEQ CPR 10,000.00 009 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 12/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q1204 TIME 09:53 AM ESTIMATE NO. 009 BID OPENING 01/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: KOURY, PETER DATE OF THIS ESTIMATE 12/23/19 LOCATION PROGRESS ESTIMATE 08-SBD-18-99.5/100.9 ----------------- ORTIZ ENTERPRISES, INC. IN VICTORVILLE FROM COBALT RD AND 6 CUSHING SUITE 200 US HIGHWAY 395 IRVINE CA 92618 FED. AID NO. HSST-P018(61)E CONSTRUCT RAISED CURB MEDIAN AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 8,000.0000 8,000.00 0.250 2,000.00 1.000 8,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,390.0000 406,800.00 20.000 67,800.00 140.000 474,600 004 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000 005 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.050 500.00 1.000 10,000 006 TRAFFIC CONTROL SYSTEM LS 78,000.0000 78,000.00 0.050 3,900.00 1.000 78,000 007 TYPE III BARRICADE EA 160.0000 10,400.00 75.000 12,000 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 46,000.00 14,361.000 7,180.50 75,372.000 37,686 009 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 22,000.00 4.000 80.00 827.000 16,540 010 PLASTIC TRAFFIC DRUMS EA 38.0000 7,220.00 280.000 10,640 011 RETROREFLECTIVE SHEETING (TYPE XI) FOR SQFT 5.0000 360.00 72.000 360 CONSTRUCTION AREA SIGNS 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,300.0000 7,300.00 0.030 219.00 1.000 7,300 013 TEMPORARY RAILING (TYPE K) LF 10.0000 24,000.00 460.000 4,600 014 TEMPORARY CRASH CUSHION MODULE EA 335.0000 18,760.00 0.000 0 015 JOB SITE MANAGEMENT LS 32,000.0000 32,000.00 0.060 1,920.00 1.000 32,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.050 100.00 1.000 2,000 PLAN 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 018 TEMPORARY SOIL BINDER SQYD 0.3000 12,300.00 0.000 0 019 TEMPORARY GRAVEL BAG BERM LF 3.0000 12,000.00 1,100.000 3,300 020 TEMPORARY CONCRETE WASHOUT LS 4,000.0000 4,000.00 1.000 4,000 021 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 10,800.00 13,121.000 13,121 STRIPE (HAZARDOUS WASTE) 022 TREATED WOOD WASTE LB 0.2500 3,425.00 7,000.000 1,750 PROGRAM CAS145 PAGE 2 DATE 12/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q1204 TIME 09:53 AM ESTIMATE NO. 009 BID OPENING 01/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: KOURY, PETER DATE OF THIS ESTIMATE 12/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 2,800.0000 16,800.00 2.000 5,600 024 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 025 DUST PALLIATIVE LS 12,500.0000 12,500.00 0.080 1,000.00 1.000 12,500 026 ROADWAY EXCAVATION CY 25.0000 300,000.00 11,500.000 287,500 027 REMOVE ROCK SLOPE PROTECTION CY 90.0000 6,120.00 79.000 7,110 028 STRUCTURE EXCAVATION (RETAINING WALL) CY 25.0000 52,000.00 0.000 0 (F) 029 STRUCTURE BACKFILL (RETAINING WALL) CY 29.0000 47,850.00 0.000 0 (F) 030 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 5,500.00 0.000 0 (F) WALL) 031 DITCH EXCAVATION CY 35.0000 43,050.00 1,700.000 59,500 032 ROCK BLANKET SQFT 12.5000 302,500.00 18,300.000 228,750 033 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 1,000.00 0.000 0 034 DRY SEED (SQFT) SQFT 0.1000 26,700.00 0.000 0 035 HYDROMULCH SQFT 0.0600 16,020.00 0.000 0 036 COMPOST (CY) CY 28.0000 69,160.00 0.000 0 037 CLASS 2 AGGREGATE BASE (CY) CY 47.0000 183,300.00 3,900.000 183,300 038 ASPHALTIC EMULSION (FOG SEAL COAT) TON 2,400.0000 9,600.00 0.070 168.00 4.070 9,768 039 PREPAVING INERTIAL PROFILER LS 3,600.0000 3,600.00 1.000 3,600 040 PRIME COAT TON 1,200.0000 27,600.00 0.000 0 041 HOT MIX ASPHALT (TYPE A) TON 93.0000 1,143,900.00 1,136.040 105,651.72 11,501.900 1,069,676 042 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 228.00 102.000 306.00 102.000 306 043 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 12,120.00 4,043.000 12,129.00 4,043.000 12,129 044 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 2,190.00 730.000 2,190.00 730.000 2,190 045 PLACE HOT MIX ASPHALT SQYD 83.0000 249.00 13.900 1,153.70 13.900 1,153 (MISCELLANEOUS AREA) 046 TACK COAT TON 840.0000 26,040.00 24.430 20,521 047 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 110,400.00 31,256.000 93,768 048 STRUCTURAL CONCRETE, RETAINING WALL CY 380.0000 175,560.00 0.000 0 (F) 049 STRUCTURAL CONCRETE, BOX CULVERT CY 2,600.0000 163,800.00 90.300 234,780 (F) PROGRAM CAS145 PAGE 3 DATE 12/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q1204 TIME 09:53 AM ESTIMATE NO. 009 BID OPENING 01/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: KOURY, PETER DATE OF THIS ESTIMATE 12/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, HEADWALL CY 875.0000 148,750.00 170.000 148,750 (F) 051 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 12,500.00 5.280 13,200.00 5.280 13,200 (F) 052 ARCHITECTURAL TREATMENT SQFT 14.0000 50,820.00 0.000 0 (F) 053 BAR REINFORCING STEEL LB 1.9000 31,730.00 16,700.000 31,730 (F) 054 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 66,240.00 0.000 0 (F) 055 BAR REINFORCING STEEL (BOX CULVERT) LB 1.5000 18,600.00 19,128.000 28,692 (F) 056 PEDESTRIAN BARRICADE EA 200.0000 200.00 1.000 200.00 1.000 200 057 INSTALL WITH POST SLEEVE(GALVANIZED EA 450.0000 4,950.00 11.000 4,950 STEEL) 058 24" CORRUGATED STEEL PIPE (.138" THICK) LF 200.0000 9,800.00 49.000 9,800 059 DRAINAGE INLET MARKER EA 50.0000 50.00 0.000 0 060 REMOVE INLET EA 560.0000 1,680.00 3.000 1,680 061 REMOVE HEADWALL EA 1,800.0000 14,400.00 8.000 14,400 062 ADJUST MANHOLE TO GRADE EA 1,400.0000 4,200.00 3.000 4,200.00 3.000 4,200 063 ADJUST VALVE BOX EA 450.0000 1,800.00 6.000 2,700 064 REMOVE CONCRETE (CHANNEL) CY 117.0000 15,210.00 130.000 15,210 065 CONCRETE (GUTTER LINING) CY 900.0000 14,400.00 0.000 0 066 CONCRETE (CHANNEL LINING) CY 700.0000 84,000.00 120.000 84,000 067 ROCK SLOPE PROTECTION CY 110.0000 6,820.00 62.000 6,820 (150 LB, CLASS III, METHOD B) (CY) 068 MINOR CONCRETE (CURB) (CY) CY 550.0000 319,000.00 30.000 16,500.00 580.000 319,000 069 MINOR CONCRETE (DRIVEWAY) CY 700.0000 28,000.00 40.000 28,000 070 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 60.0000 2,460.00 41.000 2,460 071 MISCELLANEOUS IRON AND STEEL LB 5.0000 5,900.00 195.000 975.00 1,375.000 6,875 (F) 072 SURVEY MONUMENT (TYPE D) EA 1,300.0000 20,800.00 0.000 0 073 RESET MAILBOX EA 350.0000 2,450.00 8.000 2,800 074 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 075 REMOVE PAVEMENT MARKER EA 1.0000 570.00 41.000 41.00 889.000 889 076 PAVEMENT MARKER EA 8.0000 7,920.00 974.000 7,792.00 974.000 7,792 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 12/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q1204 TIME 09:53 AM ESTIMATE NO. 009 BID OPENING 01/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: KOURY, PETER DATE OF THIS ESTIMATE 12/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 OBJECT MARKER (TYPE K-1) EA 40.0000 440.00 11.000 440.00 11.000 440 078 RELOCATE ROADSIDE SIGN EA 200.0000 1,000.00 5.000 1,000 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 744.00 47.840 574.08 78.090 937 (0.063"-UNFRAMED) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 868.00 62.000 868 (0.080"-UNFRAMED) 081 RETROREFLECTIVE SHEETING TYPE XI SQFT 8.0000 72.00 9.000 72 082 ROADSIDE SIGN - ONE POST EA 275.0000 6,600.00 10.000 2,750.00 20.000 5,500 083 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 95.0000 380.00 4.000 380.00 4.000 380 METHOD) 084 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 400.0000 400.00 1.000 400.00 1.000 400 085 MIDWEST GUARDRAIL SYSTEM LF 33.0000 49,830.00 454.000 14,982.00 1,510.000 49,830 086 VEGETATION CONTROL (MINOR CONCRETE) SQYD 100.0000 25,000.00 250.000 25,000.00 250.000 25,000 087 CABLE RAILING LF 50.0000 23,800.00 306.000 15,300.00 316.000 15,800 (F) 088 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 8,000.00 1.000 1,000.00 8.000 8,000 089 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,600.0000 36,800.00 1.000 4,600.00 8.000 36,800 090 TEMPORARY ALTERNATIVE CRASH CUSHION EA 6,000.0000 12,000.00 0.000 0 SYSTEM 091 REMOVE GUARDRAIL LF 17.0000 15,980.00 940.000 15,980 092 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 15,300.00 1,739.000 10,434.00 1,739.000 10,434 093 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 39,920.00 45,366.000 36,292.80 45,366.000 36,292 (ENHANCED WET NIGHT VISIBILITY) 094 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 12,705.00 7,753.000 13,567.75 7,753.000 13,567 (ENHANCED WET NIGHT VISIBILITY) 095 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 11,820.00 8,321.000 4,992.60 28,021.000 16,812 096 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 6,440.00 946.000 3,311.00 1,760.000 6,160 097 12" RUMBLE STRIP STA 105.0000 8,925.00 76.600 8,043.00 76.600 8,043 (ASPHALT CONCRETE PAVEMENT) 098 MODIFYING EXISTING ELECTRICAL SYSTEM LS 140,000.0000 140,000.00 0.350 49,000.00 1.000 140,000 099 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 100 TEMPORARY FENCE (TYPE CL-6) LF 37.0000 5,180.00 80.000 2,960 PROGRAM CAS145 PAGE 5 DATE 12/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q1204 TIME 09:53 AM ESTIMATE NO. 009 BID OPENING 01/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: KOURY, PETER DATE OF THIS ESTIMATE 12/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 440,273.15 4,169,474.83 ADJUSTMENT OF COMPENSATION 0.00 8,023.16 EXTRA WORK 0.00 216,919.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 440,273.15 4,394,417.18 101 MOBILIZATION LS 530,000.0000 530,000.00 1.000 530,000 ORIGINAL CONTRACT AMOUNT 5,392,606.00 TOTAL WORK COMPLETED 440,273.15 4,924,417.18 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 440,273.15 4,914,417.18 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 03/13/19 120 05/07/19 05/07/19 12/20/19 150 6 30 0 88% 100% PROGRESS IS SATISFACTORY KOURY, PETER RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/19