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 10/17/24 EST. NO. 006 TIME 04:01 PM R.E. NAME: KHANDAGHABADI, MAHMOUD 04-2G7804 --------------------------------------------------------------------------- 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 10/17/24 EST. NO. 006 TIME 04:01 PM R.E. NAME: KHANDAGHABADI, MAHMOUD 04-2G7804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2G7804 TIME 04:01 PM ESTIMATE NO. 006 BID OPENING 10/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/24 R.E. NAME: KHANDAGHABADI, MAHMOUD DATE OF THIS ESTIMATE 10/17/24 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-123-1.9/5.2 ----------------------- FBD VANGUARD CONSTRUCTION ALAMEDA COUNTY IN BERKELEY AND ALBANY FROM 550 GREENVILLE ROAD ASHBY AVENUE TO CONTRA COSTA COUNTY LINE LIVERMORE CA 94550 FED. AID NO. ACNH-P123(5)E MINOR CONC (DRIVEWAY, CURB & GUTTER), MODI ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 500,000.00 20.000 40,000.00 84.000 168,000 002 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 12,000.00 0.000 0 MEETING 003 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 004 CONSTRUCTION AREA SIGNS LS 36,000.0000 36,000.00 0.460 16,560 005 TRAFFIC CONTROL SYSTEM LS 170,206.0000 170,206.00 0.250 42,551.50 0.500 85,103 006 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 8,300.0000 8,300.00 0.250 2,075.00 0.300 2,490 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 24,000.0000 24,000.00 0.250 6,000.00 0.500 12,000 008 JOB SITE MANAGEMENT LS 26,000.0000 26,000.00 0.250 6,500.00 0.500 13,000 009 STORMWATER POLLUTION PREVENTION PLAN LS 2,200.0000 2,200.00 0.700 1,540 010 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 470.0000 7,520.00 0.000 0 012 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 013 TEMPORARY DRAINAGE INLET PROTECTION EA 93.0000 5,115.00 25.000 2,325.00 40.000 3,720 014 STREET SWEEPING LS 7,500.0000 7,500.00 0.250 1,875.00 0.500 3,750 015 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 0.250 500.00 0.500 1,000 016 ROADWAY EXCAVATION CY 100.0000 114,000.00 443.000 44,300.00 762.000 76,200 017 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 19.0000 17,100.00 101.500 1,928.50 310.000 5,890 B1 018 DECOMPOSED GRANITE SQFT 23.0000 2,990.00 0.000 0 019 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 42,800.00 408.100 16,324.00 707.500 28,300 020 HOT MIX ASPHALT (TYPE A) TON 800.0000 232,000.00 121.200 96,960.00 155.000 124,000 021 TACK COAT TON 2,000.0000 400.00 0.070 140.00 0.120 240 022 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 74.0000 10,360.00 75.800 5,609.20 75.800 5,609 PROGRAM CAS145 PAGE 2 DATE 10/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2G7804 TIME 04:01 PM ESTIMATE NO. 006 BID OPENING 10/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/24 R.E. NAME: KHANDAGHABADI, MAHMOUD DATE OF THIS ESTIMATE 10/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 GROOVE EXISTING CONCRETE PAVEMENT SQYD 288.0000 6,624.00 9.500 2,736.00 22.200 6,393 024 GRIND EXISTING CONCRETE PAVEMENT SQYD 223.0000 1,784.00 0.000 0 025 DETECTABLE WARNING SURFACE SQFT 29.0000 10,730.00 0.000 0 026 REMOVE DETECTABLE WARNING SURFACE SQFT 27.0000 9,990.00 0.000 0 027 MINOR CONCRETE (CURB AND GUTTER) (RAPID CY 1,056.0000 232,320.00 93.300 98,524.80 158.100 166,953 STRENGTH CONCRETE) 028 MINOR CONCRETE (DRIVEWAY) (RAPID CY 1,056.0000 971,520.00 380.000 401,280.00 646.100 682,281 STRENGTH CONCRETE) 029 MINOR CONCRETE (SIDEWALK) (RAPID CY 1,056.0000 158,400.00 14.900 15,734.40 59.000 62,304 STRENGTH CONCRETE) 030 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 86.0000 77,400.00 175.600 15,101.60 400.600 34,451 031 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 260.0000 239,200.00 360.200 93,652.00 647.000 168,220 032 REMOVE CONCRETE (CURB AND GUTTER) LF 30.0000 111,000.00 1,552.000 46,560.00 2,647.000 79,410 033 ADJUST ACCESS BOX FRAME AND COVER EA 400.0000 23,600.00 20.000 8,000.00 40.000 16,000 (UTILITY) 034 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 900.0000 30,600.00 6.000 5,400.00 8.000 7,200 035 PAINT CURB (2-COAT) SQFT 12.2000 9,516.00 0.000 0 036 RELOCATE ROADSIDE SIGN EA 550.0000 550.00 0.000 0 037 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 39.0000 3,510.00 0.000 0 (0.063"-UNFRAMED) 038 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,540.0000 5,540.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 039 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 299,000.0000 299,000.00 0.000 0 040 MODIFYING PEDESTRIAN HYBRID BEACON LS 16,400.0000 16,400.00 0.000 0 SYSTEMS PROGRAM CAS145 PAGE 3 DATE 10/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2G7804 TIME 04:01 PM ESTIMATE NO. 006 BID OPENING 10/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/24 R.E. NAME: KHANDAGHABADI, MAHMOUD DATE OF THIS ESTIMATE 10/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 954,077.00 1,770,616.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 954,077.00 1,770,616.60 041 MOBILIZATION LS 354,780.0000 354,780.00 0.950 337,041 ORIGINAL CONTRACT AMOUNT 3,786,955.00 TOTAL WORK COMPLETED 954,077.00 2,107,657.60 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 954,077.00 2,107,657.60 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 12/13/23 250 02/06/24 02/05/24 05/07/25 250 61 0 0 54% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H KHANDAGHABADI, MAHMOUD RESIDENT ENGINEER