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 05/26/20 EST. NO. 003 TIME 12:39 PM R.E. NAME: SALMAN, RIDWAN 07-310804 --------------------------------------------------------------------------- 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 184.49 E.W. @ F.A.(+) 022820 N 0001 0 0002 3,764.54 031620 N 0002 0 3,949.03 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 3,949.03 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 05/26/20 EST. NO. 003 TIME 12:39 PM R.E. NAME: SALMAN, RIDWAN 07-310804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-310804 TIME 12:39 PM ESTIMATE NO. 003 BID OPENING 09/24/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/20 R.E. NAME: SALMAN, RIDWAN DATE OF THIS ESTIMATE 05/26/20 LOCATION PROGRESS ESTIMATE 07-LA-14-R24.8/R31.4 ----------------- IBARRA GENERAL ENGINEERING INC IN LOS ANGELES COUNTY IN AND NEAR 4325 TYROLITE ST; SANTA CLARITA FROM I-5 JUNCTION RIVERSIDE CA 92509 TO CANYON PARK BOULEVARD UNDERCROSSING FED. AID NO. ACNH-P014(80)E ROADSIDE SAFETY IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,850.0000 2,850.00 1.000 2,850 002 CONSTRUCTION AREA SIGNS LS 14,990.0000 14,990.00 0.062 929.38 0.530 7,944 003 TRAFFIC CONTROL SYSTEM LS 119,700.0000 119,700.00 0.156 18,673.20 0.325 38,902 004 CHANNELIZER (SURFACE MOUNTED) EA 39.0000 585.00 15.000 585 005 TEMPORARY RAILING (TYPE K) LF 27.0000 12,960.00 -100.000 -2,700.00 580.000 15,660 006 TEMPORARY CRASH CUSHION MODULE EA 189.0000 3,969.00 21.000 3,969 007 JOB SITE MANAGEMENT LS 2,500.0000 2,500.00 0.156 390.00 0.325 812 008 PREPARE STORM WATER POLLUTION PREVENTION LS 1,650.0000 1,650.00 0.062 102.30 0.630 1,039 PLAN 009 RAIN EVENT ACTION PLAN EA 500.0000 500.00 0.000 0 010 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 200.00 0.000 0 011 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 012 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 400.00 3.000 600 013 STREET SWEEPING LS 5,000.0000 5,000.00 0.156 780.00 0.325 1,625 014 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.281 1,405.00 0.325 1,625 015 TREATED WOOD WASTE LB 0.5000 1,460.00 2,242.000 1,121.00 2,242.000 1,121 016 ROADWAY EXCAVATION CY 50.0000 60,000.00 592.000 29,600.00 1,235.000 61,750 017 ROADWAY EXCAVATION (TYPE Z-2) CY 190.0000 49,400.00 280.000 53,200.00 280.000 53,200 (AERIALLY DEPOSITED LEAD) 018 ROCK BLANKET SQFT 12.0000 219,600.00 18,483.000 221,796 019 CLASS 3 AGGREGATE BASE (CY) CY 75.0000 9,000.00 72.000 5,400.00 127.000 9,525 020 LEAN CONCRETE BASE RAPID SETTING CY 400.0000 32,000.00 59.000 23,600.00 90.000 36,000 021 HOT MIX ASPHALT (TYPE A) TON 210.0000 12,600.00 70.000 14,700.00 70.000 14,700 022 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 26.0000 520.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-310804 TIME 12:39 PM ESTIMATE NO. 003 BID OPENING 09/24/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/20 R.E. NAME: SALMAN, RIDWAN DATE OF THIS ESTIMATE 05/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 1,100.00 85.000 850.00 85.000 850 024 MINOR CONCRETE CY 1,500.0000 1,500.00 0.000 0 025 ROCK BLEND DPPIA CY 150.0000 33,300.00 84.000 12,600.00 84.000 12,600 026 MINOR CONCRETE (STAMPED CONCRETE) SQFT 9.0000 320,400.00 35,526.000 319,734.00 35,526.000 319,734 027 CHAIN LINK FENCE (TYPE CL-6) LF 105.0000 2,100.00 0.000 0 028 4' CHAIN LINK GATE (TYPE CL-6) EA 2,400.0000 7,200.00 0.000 0 029 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 900.00 1.000 150 030 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.9500 119.60 0.000 0 (0.063"-UNFRAMED) 031 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.9500 1,345.50 0.000 0 (0.08"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 032 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.4500 400.50 0.000 0 033 METAL (ROADSIDE SIGN) LB 6.2500 3,000.00 0.000 0 034 ROADSIDE SIGN - ONE POST EA 395.0000 395.00 0.000 0 035 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 80.0000 376,000.00 4,637.000 370,960.00 4,637.000 370,960 036 CRASH CUSHION (TYPE SCI 100 GM) EA 44,250.0000 44,250.00 0.000 0 037 CONCRETE BARRIER (TYPE 60M) LF 350.0000 1,750.00 0.000 0 038 CONCRETE BARRIER (TYPE 60MF) LF 220.0000 24,200.00 0.000 0 039 REMOVE GUARDRAIL LF 21.0000 3,150.00 150.000 3,150 040 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 6,000.00 12.000 6,000 041 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.156 78.00 0.325 162 SYSTEM ELEMENTS DURING CONSTRUCTION 042 MODIFYING EXISTING ELECTRICAL SYSTEM LS 147,460.0000 147,460.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-310804 TIME 12:39 PM ESTIMATE NO. 003 BID OPENING 09/24/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/20 R.E. NAME: SALMAN, RIDWAN DATE OF THIS ESTIMATE 05/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 851,422.88 1,187,311.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,949.03 3,949.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 855,371.91 1,191,260.73 043 MOBILIZATION LS 120,000.0000 120,000.00 0.050 6,000.00 1.000 120,000 ORIGINAL CONTRACT AMOUNT 1,651,954.60 TOTAL WORK COMPLETED 861,371.91 1,311,260.73 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 861,371.91 1,311,260.73 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 12/13/19 160 02/28/20 02/06/20 02/05/21 45 27 0 0 78% 28% PROGRESS IS SATISFACTORY SALMAN, RIDWAN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/26/20