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 08/10/20 EST. NO. 016 TIME 10:10 AM R.E. NAME: WILLIAMSON JOHN 11-416604 --------------------------------------------------------------------------- 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 08/10/20 EST. NO. 016 TIME 10:10 AM R.E. NAME: WILLIAMSON JOHN 11-416604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL JUL 19 CPR -10,000.00 006 RECD JUL 19 DEL 10,000.00 007 INQ SEPT 19 CPR -10,000.00 008 RECD SEP 19 INQ 10,000.00 012 DEL AA/APRIL 20 -10,000.00 015 RECD AA/APRIL2020DEL 10,000.00 016 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/10/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-416604 TIME 10:10 AM ESTIMATE NO. 016 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/30/20 R.E. NAME: WILLIAMSON JOHN DATE OF THIS ESTIMATE 08/10/20 LOCATION FINAL ESTIMATE 11-SD-94-29.4/29.7 -------------- LB CIVIL CONSTRUCTION, INC. IN SAN DIEGO COUNTY NEAR DULZURA 324 EAST VALLEY PARKWAY FROM 0.3 MILE EAST OF GRANDE CREEK ESCONDIDO CA 92025 BRIDGE TO 0.1 MILE WEST OF MARRON VALLEY ROAD FED. AID NO. HSNH-P094(66)E REALIGN ROADWAY, CURVE IMPROVEMENT, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000 003 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 004 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 1.000 70,000 005 TYPE III BARRICADE EA 200.0000 1,600.00 4.000 800 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 4.0000 11,560.00 5,671.000 22,684 007 PLASTIC TRAFFIC DRUMS EA 90.0000 2,160.00 60.000 5,400 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4,000.0000 24,000.00 5.000 20,000 009 TEMPORARY RAILING (TYPE K) LF 18.0000 38,520.00 2,392.000 43,056 010 ALTERNATIVE TEMPORARY CRASH CUSHION EA 600.0000 2,400.00 6.000 3,600 011 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 012 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 013 RAIN EVENT ACTION PLAN EA 200.0000 4,600.00 14.000 2,800 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 800.0000 12,800.00 5.000 4,000 015 STORM WATER ANNUAL REPORT EA 600.0000 600.00 2.000 1,200 016 MOVE-IN/MOVE-OUT EA 800.0000 4,800.00 4.000 3,200 (TEMPORARY EROSION CONTROL) 017 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 1,845.00 6,050.000 3,025 018 TEMPORARY CHECK DAM LF 7.0000 6,230.00 630.000 4,410 019 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 2,400.00 7.000 2,800 020 TEMPORARY FIBER ROLL LF 7.0000 9,030.00 1,440.000 10,080 021 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 10,000.00 3.000 7,500 022 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 PROGRAM CAS145 PAGE 2 DATE 08/10/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-416604 TIME 10:10 AM ESTIMATE NO. 016 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/30/20 R.E. NAME: WILLIAMSON JOHN DATE OF THIS ESTIMATE 08/10/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 1.000 1,500 024 TREATED WOOD WASTE LB 1.0000 720.00 0.000 0 025 CLEARING AND GRUBBING (LS) LS 60,000.0000 60,000.00 1.000 60,000 026 DUST PALLIATIVE LS 4,000.0000 4,000.00 0.000 0 027 ROADWAY EXCAVATION CY 32.0000 419,200.00 22,640.000 724,480 028 ROCK EXCAVATION CY 60.0000 516,000.00 1,281.800 76,908 029 STRUCTURE BACKFILL (SLURRY CEMENT) CY 300.0000 48,600.00 161.470 48,441 (F) 030 DITCH EXCAVATION CY 140.0000 10,360.00 75.000 10,500 031 HYDROMULCH SQFT 0.0500 2,100.00 42,027.000 2,101 032 COMPOST SOCK LF 10.0000 12,900.00 1,380.000 13,800 033 HYDROSEED SQFT 0.1000 4,200.00 42,027.000 4,202 034 COMPOST (CY) CY 100.0000 6,700.00 70.000 7,000 035 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 137,000.00 1,220.070 122,007 036 HIGH FRICTION SURFACE TREATMENT SQYD 55.0000 147,400.00 2,880.000 158,400 037 ASPHALTIC EMULSION (FOG SEAL COAT) TON 2,500.0000 1,250.00 0.600 1,500 038 HOT MIX ASPHALT (TYPE A) TON 145.0000 234,900.00 1,564.570 226,862 039 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 22.0000 3,740.00 166.000 3,652 040 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 22.0000 4,620.00 205.000 4,510 041 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 22.0000 2,640.00 113.000 2,486 042 PLACE HOT MIX ASPHALT SQYD 200.0000 2,200.00 11.000 2,200 (MISCELLANEOUS AREA) 043 TACK COAT TON 2,500.0000 5,500.00 1.198 2,995 044 STRUCTURAL CONCRETE, DRAINAGE INLET CY 7,500.0000 75,000.00 9.150 68,625 (F) 045 24" ALTERNATIVE PIPE CULVERT LF 100.0000 60,000.00 571.800 57,180 046 CONCRETE (DITCH LINING) CY 900.0000 66,600.00 75.000 67,500 047 MISCELLANEOUS IRON AND STEEL LB 1.5000 2,961.00 1,974.000 2,961 (F) 048 FENCE (TYPE BW, METAL POST) LF 15.0000 27,300.00 1,785.000 26,775 049 TEMPORARY FENCE (TYPE CL-4) LF 150.0000 2,550.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/10/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-416604 TIME 10:10 AM ESTIMATE NO. 016 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/30/20 R.E. NAME: WILLIAMSON JOHN DATE OF THIS ESTIMATE 08/10/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE FENCE LF 2.0000 3,640.00 1,820.000 3,640 051 REMOVE DELINEATOR EA 40.0000 280.00 7.000 280 052 DELINEATOR (CLASS 1) EA 50.0000 350.00 7.000 350 053 GUARD RAILING DELINEATOR EA 30.0000 240.00 8.000 240 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 25.0000 2,000.00 260.000 6,500 055 REMOVE ROADSIDE SIGN EA 200.0000 1,800.00 9.000 1,800 056 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 2,750.00 106.000 2,650 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 057 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 550.00 106.000 530 058 ROADSIDE SIGN - ONE POST EA 400.0000 4,000.00 10.000 4,000 059 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 50.0000 6,000.00 112.500 5,625 060 VEGETATION CONTROL (MINOR CONCRETE) SQYD 120.0000 9,600.00 77.000 9,240 061 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 10,000.00 2.000 10,000 062 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 13,080.00 4,751.000 14,253 (ENHANCED WET NIGHT VISIBILITY) 063 REMOVE PAINTED TRAFFIC STRIPE LF 2.5000 1,875.00 1,697.000 4,242 064 12" RUMBLE STRIP STA 300.0000 7,500.00 25.000 7,500 (ASPHALT CONCRETE PAVEMENT) 065 CONTRAST STRIPE LF 2.5000 2,300.00 1,105.000 2,762 PROGRAM CAS145 PAGE 4 DATE 08/10/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-416604 TIME 10:10 AM ESTIMATE NO. 016 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/30/20 R.E. NAME: WILLIAMSON JOHN DATE OF THIS ESTIMATE 08/10/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 2,015,754.70 ADJUSTMENT OF COMPENSATION 0.00 236,732.64 EXTRA WORK 0.00 133,229.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 2,385,716.68 066 MOBILIZATION LS 203,000.0000 203,000.00 1.000 203,000 ORIGINAL CONTRACT AMOUNT 2,372,451.00 TOTAL WORK COMPLETED 0.00 2,588,716.68 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 10,000.00 2,588,716.68 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 01/15/19 240 03/11/19 03/11/19 04/30/20 225 61 0 0 100% 100% WILLIAMSON JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/10/20