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 08/19/24 EST. NO. 002 TIME 04:03 PM R.E. NAME: SAFI, SAEED 04-0Y9104 --------------------------------------------------------------------------- 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 08/19/24 EST. NO. 002 TIME 04:03 PM R.E. NAME: SAFI, SAEED 04-0Y9104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Y9104 TIME 04:03 PM ESTIMATE NO. 002 BID OPENING 02/28/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: SAFI, SAEED DATE OF THIS ESTIMATE 08/19/24 LOCATION PROGRESS ESTIMATE 04-VAR ----------------- MCCUEN CONSTRUCTION, INC. ALAMEDA COUNTY AT VARIOUS LOCATIONS 3269 SWETZER ROAD LOOMIS CA 95650 FED. AID NO. N O N E PLACE POLYESTER CONCRETE OVERLAY. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,342.0000 163,940.00 22.000 51,524.00 32.000 74,944 003 CONSTRUCTION AREA SIGNS LS 14,500.0000 14,500.00 1.000 14,500 004 TRAFFIC CONTROL SYSTEM LS 230,505.0000 230,505.00 0.250 57,626.25 0.500 115,252 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 282.0000 14,100.00 11.000 3,102 006 PORTABLE RADAR SPEED FEEDBACK SIGN EA 37.5000 6,750.00 55.000 2,062.50 88.000 3,300 SYSTEM DAY 007 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4,850.0000 9,700.00 1.000 4,850.00 2.000 9,700 008 JOB SITE MANAGEMENT LS 6,750.0000 6,750.00 0.190 1,282.50 0.332 2,241 009 WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.150 150.00 0.900 900 010 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 2,520.00 14.000 2,520.00 14.000 2,520 011 STREET SWEEPING LS 6,000.0000 6,000.00 0.190 1,140.00 0.332 1,992 012 TEMPORARY CONCRETE WASHOUT LS 4,500.0000 4,500.00 0.900 4,050.00 0.900 4,050 013 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 10.0000 26,200.00 2,620.000 26,200 STRIPE (HAZARDOUS WASTE) 014 TREATED WOOD WASTE LB 2.0000 2,000.00 1.000 2.00 1.000 2 015 NOISE MONITORING LS 3,500.0000 3,500.00 0.900 3,150.00 0.900 3,150 016 STRUCTURE BACKFILL (SLURRY CEMENT) CY 3,300.0000 13,200.00 4.000 13,200.00 4.000 13,200 (F) 017 HOT MIX ASPHALT (TYPE A) TON 922.0000 182,556.00 0.000 0 018 TACK COAT TON 2,000.0000 1,600.00 0.000 0 019 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 25.0000 33,250.00 0.000 0 020 GRIND EXISTING BRIDGE DECK SQYD 19.3700 55,514.42 2,292.800 44,411.54 2,292.800 44,411 021 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,095.0000 270,255.00 129.000 270,255.00 129.000 270,255 R) 022 PAVING NOTCH EXTENSION CF 800.0000 48,800.00 61.000 48,800.00 61.000 48,800 PROGRAM CAS145 PAGE 2 DATE 08/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Y9104 TIME 04:03 PM ESTIMATE NO. 002 BID OPENING 02/28/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: SAFI, SAEED DATE OF THIS ESTIMATE 08/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEAN EXPANSION JOINT LF 28.6300 26,625.90 0.000 0 024 JOINT SEAL (MR 1") LF 81.5000 71,557.00 0.000 0 025 JOINT SEAL (MR 1 1/2") LF 185.0000 24,790.00 0.000 0 026 PUBLIC SAFETY PLAN LS 6,000.0000 6,000.00 1.000 6,000 027 RAPID SETTING CONCRETE (PATCH) CF 70.1700 30,453.78 120.000 8,420 028 REPAIR SPALLED SURFACE AREA SQFT 200.0000 1,000.00 5.000 1,000.00 5.000 1,000 029 REMOVE UNSOUND CONCRETE CF 102.0000 44,268.00 120.000 12,240 030 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1900 33,232.71 141,677.000 26,918.63 141,677.000 26,918 031 FURNISH POLYESTER CONCRETE OVERLAY CF 86.1900 1,457,990.04 11,428.000 984,979.32 16,916.000 1,457,990 032 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.7000 625,851.30 141,677.000 524,204.90 141,677.000 524,204 (F) 033 TREAT BRIDGE DECK SQFT 1.9800 11,404.80 0.000 0 (F) 034 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 136.6300 8,744.32 0.000 0 035 SOFFIT ACCESS DOOR ASSEMBLY EA 4,692.0000 9,384.00 0.000 0 036 ACCESS OPENING, WALL EA 8,212.0000 32,848.00 0.000 0 037 REPLACE ACCESS DOOR EA 5,224.0000 10,448.00 0.000 0 038 PAINT BRIDGE IDENTIFICATION EA 550.0000 7,150.00 0.000 0 039 MINOR CONCRETE (CURB AND GUTTER) CY 6,150.0000 2,460.00 0.000 0 040 MINOR CONCRETE (ISLAND PAVING) CY 12,300.0000 4,920.00 0.000 0 041 REMOVE CONCRETE ISLAND (PORTIONS) (CY) CY 5,000.0000 2,000.00 0.000 0 042 REMOVE CONCRETE (CURB AND GUTTER) LF 150.0000 2,400.00 0.000 0 043 ADJUST ACCESS BOX (UTILITY) EA 4,800.0000 4,800.00 0.000 0 044 REMOVE PAVEMENT MARKER EA 5.0000 1,200.00 0.000 0 045 PAVEMENT MARKER (RETROREFLECTIVE) EA 15.0000 4,200.00 0.000 0 046 REMOVE ROADSIDE SIGN EA 95.0000 665.00 7.000 665.00 7.000 665 047 REMOVE SIGN PANEL EA 250.0000 750.00 3.000 750.00 3.000 750 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2500 1,496.25 105.000 1,496.25 105.000 1,496 (0.063"-UNFRAMED) 049 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 448.00 28.000 448.00 28.000 448 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 3 DATE 08/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Y9104 TIME 04:03 PM ESTIMATE NO. 002 BID OPENING 02/28/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: SAFI, SAEED DATE OF THIS ESTIMATE 08/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADSIDE SIGN - ONE POST EA 300.0000 2,400.00 8.000 2,400.00 8.000 2,400 051 INSTALL SIGN PANEL ON STRUCTURE EA 950.0000 1,900.00 2.000 1,900.00 2.000 1,900 052 RECONSTRUCT METAL RAILING (BRIDGE) LF 785.0000 25,905.00 33.000 25,905.00 33.000 25,905 053 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 50.0000 4,200.00 0.000 0 WET NIGHT VISIBILITY) 054 6" THERMOPLASTIC TRAFFIC STRIPE LF 120.0000 4,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 055 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 12,240.00 0.000 0 056 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 50.0000 4,200.00 0.000 0 057 12" RUMBLE STRIP (ASPHALT CONCRETE STA 5,000.0000 15,000.00 0.000 0 PAVEMENT) 058 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 19.0000 6,080.00 0.000 0 (WARRANTY) (BROKEN 12-3) 059 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 14.0000 46,620.00 0.000 0 060 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 18.0000 59,940.00 0.000 0 (WARRANTY) 061 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.5000 52,065.00 0.000 0 (WARRANTY) (BROKEN 36-12) PROGRAM CAS145 PAGE 4 DATE 08/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Y9104 TIME 04:03 PM ESTIMATE NO. 002 BID OPENING 02/28/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: SAFI, SAEED DATE OF THIS ESTIMATE 08/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,075,690.89 2,710,358.26 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,075,690.89 2,710,358.26 062 MOBILIZATION LS 415,208.0000 415,208.00 0.050 20,760.40 1.000 415,208 ORIGINAL CONTRACT AMOUNT 4,176,285.52 TOTAL WORK COMPLETED 2,096,451.29 3,125,566.26 MATERIALS ON HAND ON SITE -473,035.23 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,623,416.06 3,125,566.26 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 05/08/24 70 05/23/24 05/23/24 10/08/24 32 26 0 0 74% 46% PROGRESS IS SATISFACTORY SAFI, SAEED RESIDENT ENGINEER