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 09/14/20 EST. NO. 038 TIME 03:15 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 --------------------------------------------------------------------------- 026 0001 -409,032.00 A.C. @ L.S.(-) 091420 N 0001 0 -409,032.00 TOTAL THIS ESTIMATE 621,617.12 TOTAL PREVIOUS ESTIMATE 212,585.12 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 09/14/20 EST. NO. 038 TIME 03:15 PM R.E. NAME: DAVIS, ALAN 07-2750U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM 4401 2016 S.W. -10,000.00 009 MISS JAN/FEB CEM2406 -170,348.00 011 PENDING ITEM ADJ -2,980.65 012 MISS JAN/FEB CEM2406 170,348.00 012 MISSING CEM 2404 -10,000.00 017 MISSING CEM 2406 -750.00 018 CEM 4401 ANNUAL 2017 -10,000.00 022 MISSING CEM2404 10,000.00 023 CEM 4401 2016 S.W. 10,000.00 023 CEM 4401 ANNUAL 2017 10,000.00 023 MISSING CEM2406 750.00 023 MISSING CEM2406 -1,732.00 030 MISSING CEM2406 1,732.00 034 PENDING ITEM ADJ 2,980.65 036 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY 1391 FORM MISSING -10,000.00 004 1391 FORM MISSING 10,000.00 005 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING CPR'S -4,000.00 034 MISSING CPR'S 4,000.00 036 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/14/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2750U4 TIME 03:15 PM ESTIMATE NO. 038 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 06/21/19 R.E. NAME: DAVIS, ALAN DATE OF THIS ESTIMATE 09/14/20 LOCATION FINAL 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 1.000 10,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 1.000 15,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,440.0000 488,000.00 276.000 673,440.00 597.000 1,456,680 004 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 1.000 30,000 005 TRAFFIC CONTROL SYSTEM LS 148,000.0000 148,000.00 1.000 148,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 8,040.00 18,555.000 11,133 007 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 7,000.00 143.000 7,150 008 TEMPORARY RAILING (TYPE K) LF 21.0000 214,200.00 8,678.000 182,238 009 TEMPORARY CRASH CUSHION MODULE EA 450.0000 85,500.00 204.000 91,800 010 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 011 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 1,101.000 6,606 013 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 12,000.00 31.000 9,300 014 TEMPORARY FIBER ROLL LF 6.0000 17,400.00 2,432.000 14,592 015 TEMPORARY SILT FENCE LF 6.0000 12,240.00 3,737.000 22,422 016 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 20,000.00 5.000 50,000 017 STREET SWEEPING LS 45,000.0000 45,000.00 1.000 45,000 018 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 1.000 10,000 019 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 09/14/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2750U4 TIME 03:15 PM ESTIMATE NO. 038 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 06/21/19 R.E. NAME: DAVIS, ALAN DATE OF THIS ESTIMATE 09/14/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 1,600 024 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 23,580.00 16,562.000 29,811 025 REMOVE ASPHALT CONCRETE DIKE LF 14.0000 13,860.00 2,040.000 28,560 026 REMOVE PIPE (LF) LF 93.0000 27,900.00 439.100 40,836 027 REMOVE INLET EA 1,940.0000 3,880.00 2.000 3,880 028 RESET MILEPOST MARKER EA 30.0000 30.00 1.000 30 029 RESET MARKERS AND DELINEATORS EA 30.0000 30.00 1.000 30 030 RELOCATE OBJECT MARKER EA 50.0000 50.00 1.000 50 031 RELOCATE ROADSIDE SIGN-ONE POST EA 300.0000 300.00 1.000 300 032 RELOCATE ROADSIDE SIGN-TWO POST EA 1,000.0000 1,000.00 1.000 1,000 033 REMOVE CONCRETE (CURB AND GUTTER) LF 7.0000 980.00 135.000 945 034 CAP INLET EA 1,640.0000 1,640.00 1.000 1,640 035 CLEARING AND GRUBBING (LS) LS 160,000.0000 160,000.00 1.000 160,000 036 ROADWAY EXCAVATION CY 60.0000 133,200.00 2,064.500 123,870 037 ROADWAY EXCAVATION (TYPE Z-2) CY 190.0000 241,300.00 253.000 48,070 (AERIALLY DEPOSITED LEAD) 038 STRUCTURE EXCAVATION CY 25.0000 275,925.00 10,293.000 257,325 (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 1,190.600 357,180 (AERIALLY DEPOSITED LEAD) 041 STRUCTURE BACKFILL CY 110.0000 196,240.00 1,603.000 176,330 (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 (F) WALL) 044 DITCH EXCAVATION CY 1,000.0000 2,100.00 2.600 2,600 045 IMPORTED BORROW (CY) CY 1.0000 5,870.00 5,869.200 5,869 046 ROADSIDE CLEARING LS 15,000.0000 15,000.00 1.000 15,000 047 SLOW-RELEASE FERTILIZER LB 4.0000 6,360.00 1,590.000 6,360 048 PLANT (GROUP A) EA 21.0000 66,780.00 3,180.000 66,780 049 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 1.000 40,000 PROGRAM CAS145 PAGE 3 DATE 09/14/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2750U4 TIME 03:15 PM ESTIMATE NO. 038 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 06/21/19 R.E. NAME: DAVIS, ALAN DATE OF THIS ESTIMATE 09/14/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 WOOD MULCH CY 92.0000 21,160.00 230.000 21,160 051 CONTROL AND NEUTRAL CONDUCTORS LS 5,000.0000 5,000.00 1.000 5,000 052 1 1/2" REMOTE CONTROL VALVE EA 500.0000 3,500.00 7.000 3,500 053 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 1.000 1,600 056 BACKFLOW PREVENTER ENCLOSURE EA 1,600.0000 1,600.00 1.000 1,600 057 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 22.0000 3,080.00 140.000 3,080 058 3" GATE VALVE EA 800.0000 1,600.00 2.000 1,600 059 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.0000 10,360.00 2,590.000 10,360 (F) LINE) 060 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 600.00 120.000 600 (F) LINE) 061 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 4,680.00 780.000 4,680 (F) (SUPPLY LINE) 062 3" PLASTIC PIPE (SCHEDULE 40) LF 14.0000 33,600.00 2,400.000 33,600 (F) (SUPPLY LINE) 063 BALL VALVE EA 350.0000 1,050.00 3.000 1,050 064 8" WELDED STEEL PIPE CONDUIT LF 180.0000 16,200.00 0.000 0 065 HYDROMULCH SQFT 0.0600 9,600.00 154,624.000 9,277 066 HYDROSEED SQFT 0.0600 9,600.00 154,624.000 9,277 067 COMPOST SQFT 0.0200 3,200.00 154,624.000 3,092 068 CLASS 3 AGGREGATE BASE (CY) CY 56.0000 114,800.00 1,630.000 91,280 069 LEAN CONCRETE BASE CY 210.0000 245,700.00 934.400 196,224 070 LEAN CONCRETE BASE RAPID SETTING CY 970.0000 42,680.00 44.300 42,971 071 HOT MIX ASPHALT (TYPE A) TON 145.0000 203,000.00 1,429.780 207,318 072 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 170.0000 178,500.00 1,066.780 181,352 073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 360.00 90.000 360 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 1,240.00 310.000 1,240 075 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.0000 680.00 170.000 680 076 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 10,360.00 2,590.000 10,360 PROGRAM CAS145 PAGE 4 DATE 09/14/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2750U4 TIME 03:15 PM ESTIMATE NO. 038 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 06/21/19 R.E. NAME: DAVIS, ALAN DATE OF THIS ESTIMATE 09/14/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 21.000 4,221 (MISCELLANEOUS AREA) 078 TACK COAT TON 1,100.0000 9,900.00 4.670 5,137 079 STRUCTURAL CONCRETE CY 420.0000 889,980.00 1,951.000 819,420 (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 205,200.00 120.390 182,992 (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 1,224.000 7,344 084 BAR REINFORCING STEEL LB 1.1200 519,478.40 419,740.000 470,108 (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 1,231.000 156,337 087 24" REINFORCED CONCRETE PIPE LF 137.0000 78,090.00 527.300 72,240 088 18" CORRUGATED STEEL PIPE (.109" THICK) LF 206.0000 113,300.00 514.700 106,028 089 24" CORRUGATED STEEL PIPE (.109" THICK) LF 250.0000 47,500.00 116.700 29,175 090 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 14.0000 22,260.00 1,429.000 20,006 091 6" NON-PERFORATED PLASTIC PIPE LF 38.0000 20,900.00 459.500 17,461 UNDERDRAIN 092 CLASS 4 PERMEABLE MATERIAL CY 63.0000 33,390.00 486.000 30,618 093 CLASS 5 PERMEABLE MATERIAL CY 63.0000 29,610.00 433.000 27,279 094 ANCHOR ASSEMBLY EA 1,200.0000 2,400.00 2.000 2,400 095 10" WELDED STEEL PIPE (.250" THICK) LF 200.0000 46,000.00 287.500 57,500 096 18" STEEL FLARED END SECTION EA 810.0000 4,050.00 5.000 4,050 097 24" STEEL FLARED END SECTION EA 870.0000 5,220.00 3.000 2,610 098 36" PRECAST CONCRETE PIPE MANHOLE LF 520.0000 5,720.00 10.400 5,408 099 ROCK SLOPE PROTECTION CY 100.0000 4,700.00 34.050 3,405 (F) (FACING, METHOD B) (CY) 100 GABION CY 165.0000 12,375.00 70.000 11,550 (F) 101 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 640.00 59.000 236 102 MINOR CONCRETE (GUTTER) (CY) CY 1,200.0000 3,840.00 3.200 3,840 103 MINOR CONCRETE (CURB AND GUTTER) CY 1,200.0000 4,320.00 3.200 3,840 PROGRAM CAS145 PAGE 5 DATE 09/14/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2750U4 TIME 03:15 PM ESTIMATE NO. 038 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 06/21/19 R.E. NAME: DAVIS, ALAN DATE OF THIS ESTIMATE 09/14/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,600 105 MISCELLANEOUS IRON AND STEEL LB 1.5000 34,270.50 19,985.000 29,977 (F) 106 MISCELLANEOUS METAL LB 73.0000 295,285.00 3,060.000 223,380 (F) 107 MISCELLANEOUS METAL (INCLINED SCREEN) LB 100.0000 119,000.00 850.000 85,000 108 CHAIN LINK FENCE (TYPE CL-6) LF 17.0000 15,300.00 963.500 16,379 109 20' CHAIN LINK GATE (TYPE CL-6) EA 2,200.0000 8,800.00 4.000 8,800 110 DELINEATOR (CLASS 1) EA 30.0000 1,260.00 34.000 1,020 111 MIDWEST GUARDRAIL SYSTEM LF 27.0000 17,010.00 475.000 12,825 112 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 39,600.00 462.500 27,750 113 CABLE RAILING LF 34.0000 53,856.00 1,361.000 46,274 (F) 114 TRANSITION RAILING (TYPE WB-31) EA 3,600.0000 3,600.00 1.000 3,600 115 END ANCHOR ASSEMBLY (TYPE SFT) EA 570.0000 4,560.00 6.000 3,420 116 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 25,200.00 7.000 19,600 117 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,850.00 6,121.000 3,060 118 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 1,280.00 859.000 1,718 119 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 5,940.00 1,532.000 3,064 (BROKEN 12-3) 120 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 11,580.00 12,140.000 18,210 (BROKEN 36-12) 121 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 1,950.00 960.000 2,880 122 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 3,120.00 885.000 5,310 123 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 1.000 20,000 125 MODIFY LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 1.000 50,000 126 CLASS D FILTER FABRIC SQYD 4.0000 5,040.00 840.000 3,360 PROGRAM CAS145 PAGE 6 DATE 09/14/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2750U4 TIME 03:15 PM ESTIMATE NO. 038 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 06/21/19 R.E. NAME: DAVIS, ALAN DATE OF THIS ESTIMATE 09/14/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 673,440.00 7,172,110.86 ADJUSTMENT OF COMPENSATION -409,032.00 -263,403.91 EXTRA WORK 0.00 475,989.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 264,408.00 7,384,695.98 127 MOBILIZATION LS 700,000.0000 700,000.00 1.000 700,000 ORIGINAL CONTRACT AMOUNT 7,846,375.20 TOTAL WORK COMPLETED 264,408.00 8,084,695.98 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 264,408.00 8,084,695.98 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/29/16 450 05/23/16 05/19/16 06/21/19 756 12 397 0 100% 100% DAVIS, ALAN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/14/20