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 04/21/22 EST. NO. 002 TIME 04:48 PM R.E. NAME: GARY LEVINE 11-430014 --------------------------------------------------------------------------- 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 3,571.43 E.W. @ F.A.(+) 021422 N 001 0 0004 3,879.91 020722 N 003 0 0006 3,474.68 020922 N 005 0 004 0001 2,750.00 E.W. @ F.A.(+) 032322 N 001 0 13,676.02 TOTAL THIS ESTIMATE 4,000.00 TOTAL PREVIOUS ESTIMATE 17,676.02 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 04/21/22 EST. NO. 002 TIME 04:48 PM R.E. NAME: GARY LEVINE 11-430014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL FEB 2022 CPR -3,000.00 001 DEL MAR 2022 CPR -2,000.00 002 PRTL FEB 2022 DEL 2,000.00 002 0.00 -3,000.00 TOTAL DEDUCTIONS 0.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430014 TIME 04:48 PM ESTIMATE NO. 002 BID OPENING 08/31/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: GARY LEVINE DATE OF THIS ESTIMATE 04/21/22 LOCATION PROGRESS ESTIMATE 11-SD-5-R55.6/R70.0 ----------------- RAL INVESTMENT CORPORATION IN SAN DIEGO COUNTY NEAR OCEANSIDE 10065 OLD GROVE ROAD STE 200; AT VARIOUS LOCATIONS FROM FALLBROOK SAN DIEGO CA 92131 JUNCTION OVERHEAD TO 1.0 MILE SOUTH OF SAN ONOFRE CREEK BRIDGE FED. AID NO. SIMG- 005-1(990)E INSTALL HIGH TENSION CABLE BARRIER ------------------------------------------------------------------------------------------------------------------------------------ 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 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.250 2,500.00 0.500 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 220,000.00 17.000 34,000.00 31.000 62,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 1.000 2,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 10,000.00 3.000 600 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.500 12,500 007 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 0.037 2,220.00 0.155 9,300 008 PLASTIC TRAFFIC DRUMS EA 110.0000 3,300.00 6.000 660.00 12.000 1,320 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 100.0000 2,000.00 2.000 200.00 3.000 300 SYSTEM DAY 010 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 2,500.0000 12,500.00 1.000 2,500.00 2.000 5,000 011 TEMPORARY RAILING (TYPE K) LF 30.0000 1,080,000.00 4,580.000 137,400.00 17,960.000 538,800 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,500.0000 22,500.00 1.000 4,500.00 2.000 9,000 013 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 0.028 2,100.00 0.155 11,625 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.500 1,250 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 500.00 0.000 0 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 5,000.00 0.000 0 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 4,500.00 6.000 750 019 TEMPORARY CONSTRUCTION ENTRANCE EA 800.0000 1,600.00 0.000 0 020 STREET SWEEPING LS 80,000.0000 80,000.00 0.110 8,800.00 0.155 12,400 021 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 0.000 0 022 MANAGE SOLID WASTE GENERATED HR 150.0000 43,500.00 24.000 3,600.00 28.000 4,200 BY THE PUBLIC PROGRAM CAS145 PAGE 2 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430014 TIME 04:48 PM ESTIMATE NO. 002 BID OPENING 08/31/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: GARY LEVINE DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 1.0000 44,200.00 0.000 0 024 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 0.700 52,500 025 ROADWAY EXCAVATION (TYPE Z-2) CY 210.0000 777,000.00 2,290.200 480,942 (AERIALLY DEPOSITED LEAD) 026 IMPORTED BORROW (CY) CY 30.0000 88,800.00 1,070.840 32,125.20 1,070.840 32,125 027 FIBER ROLLS LF 2.7500 198,550.00 0.000 0 028 HYDROSEED SQFT 0.0700 36,680.00 0.000 0 029 COMPOST (CY) CY 34.5000 7,245.00 0.000 0 030 INCORPORATE MATERIALS SQFT 0.0500 3,385.00 0.000 0 031 PERMANENT EROSION CONTROL ESTABLISHMENT LS 37,500.0000 37,500.00 0.000 0 WORK 032 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 85,000.00 0.000 0 033 HOT MIX ASPHALT (TYPE A) TON 145.0000 79,750.00 0.000 0 034 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.4000 23,240.00 0.000 0 035 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.4000 280.00 0.000 0 036 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.4000 5,390.00 0.000 0 037 PLACE HOT MIX ASPHALT SQYD 75.0000 15,000.00 0.000 0 (MISCELLANEOUS AREA) 038 TACK COAT TON 600.0000 300.00 0.000 0 039 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 62,100.00 2,909.500 8,728 040 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,750.0000 63,000.00 0.000 0 (F) 041 MINOR CONCRETE (MINOR STRUCTURE) CY 2,500.0000 5,000.00 0.000 0 (F) 042 18" ALTERNATIVE PIPE CULVERT LF 125.0000 11,250.00 0.000 0 043 24" ALTERNATIVE PIPE CULVERT LF 725.0000 2,175.00 0.000 0 044 18" SLOTTED CORRUGATED STEEL PIPE LF 150.0000 43,500.00 0.000 0 (.109" THICK) 045 18" POLYMERIC SHEET COATED CORRUGATED LF 225.0000 29,250.00 0.000 0 STEEL PIPE DOWNDRAIN (.109" THICK) 046 ALTERNATIVE FLARED END SECTION EA 250.0000 2,000.00 0.000 0 047 REMOVE DOWNDRAIN (EA) EA 1,500.0000 7,500.00 0.000 0 048 REMOVE INLET EA 2,500.0000 5,000.00 0.000 0 049 ROCK SLOPE PROTECTION CY 575.0000 14,950.00 0.000 0 (F) (20 LB, CLASS I, METHOD B) (CY) PROGRAM CAS145 PAGE 3 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430014 TIME 04:48 PM ESTIMATE NO. 002 BID OPENING 08/31/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: GARY LEVINE DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 25.0000 2,500.00 0.000 0 051 MISCELLANEOUS IRON AND STEEL LB 2.5000 12,412.50 0.000 0 (F) 052 GUARD RAILING DELINEATOR EA 25.0000 6,500.00 0.000 0 053 REMOVE ROADSIDE SIGN EA 140.0000 2,800.00 11.000 1,540.00 11.000 1,540 054 REMOVE ROADSIDE SIGN EA 105.0000 315.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 055 RESET ROADSIDE SIGN EA 750.0000 750.00 0.000 0 056 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 32.0000 13,760.00 0.000 0 057 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 2,520.00 0.000 0 (0.063"-UNFRAMED) 058 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 1,805.00 0.000 0 (0.080"-UNFRAMED) 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.5000 1,215.00 0.000 0 (0.063"-FRAMED) 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.0000 2,880.00 0.000 0 (0.080"-FRAMED) 061 ROADSIDE SIGN - ONE POST EA 340.0000 4,080.00 0.000 0 062 ROADSIDE SIGN - TWO POST EA 1,030.0000 6,180.00 0.000 0 063 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 185.0000 555.00 0.000 0 METHOD) 064 INSTALL ROADSIDE SIGN PANEL ON EA 190.0000 2,850.00 0.000 0 EXISTING POST 065 INSTALL ROADSIDE SIGN EA 5,730.0000 11,460.00 0.000 0 (LAMINATED WOOD BOX POST) 066 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 40.9000 220,860.00 0.000 0 067 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 62.5000 48,750.00 0.000 0 (STEEL POST) 068 HIGH TENSION CABLE BARRIER LF 52.6500 1,526,850.00 0.000 0 069 HIGH TENSION CABLE BARRIER TERMINAL EA 8,500.0000 85,000.00 0.000 0 070 TRANSITION RAILING (TYPE WB-31) EA 6,000.0000 12,000.00 0.000 0 071 RAIL TENSIONING ASSEMBLY EA 800.0000 4,000.00 0.000 0 072 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,500.0000 9,000.00 0.000 0 073 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 16,000.00 0.000 0 074 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 13,625.0000 68,125.00 0.000 0 075 REMOVE GUARDRAIL LF 12.5500 47,815.50 87.500 1,098 076 SUBSURFACE LOCATOR LS 5,000.0000 5,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430014 TIME 04:48 PM ESTIMATE NO. 002 BID OPENING 08/31/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: GARY LEVINE DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MODIFYING LIGHTING SYSTEMS LS 52,620.0000 52,620.00 0.000 0 078 MODIFYING SIGN ILLUMINATION SYSTEMS LS 1,009.0000 1,009.00 0.000 0 079 MODIFYING CHANGEABLE MESSAGE LS 73,358.0000 73,358.00 0.000 0 SIGN SYSTEMS 080 MODIFYING WEIGHT STATION BYPASS SYSTEMS LS 141,407.0000 141,407.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430014 TIME 04:48 PM ESTIMATE NO. 002 BID OPENING 08/31/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: GARY LEVINE DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 232,145.20 1,255,478.83 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 13,676.02 17,676.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 245,821.22 1,273,154.85 081 MOBILIZATION LS 169,955.0000 169,955.00 0.200 33,991.00 0.950 161,457 ORIGINAL CONTRACT AMOUNT 5,953,777.00 TOTAL WORK COMPLETED 279,812.22 1,434,612.10 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -3,000.00 TOTAL 279,812.22 1,431,612.10 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 11/23/21 360 02/22/22 02/22/22 08/14/23 32 9 0 0 24% 9% PROGRESS IS SATISFACTORY GARY LEVINE RESIDENT ENGINEER