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 07/24/23 EST. NO. 004 TIME 06:14 PM R.E. NAME: TOFAEL ANWAR 10-1N4304 --------------------------------------------------------------------------- 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 07/24/23 EST. NO. 004 TIME 06:14 PM R.E. NAME: TOFAEL ANWAR 10-1N4304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 041 -105,811.60 003 OVERBID ITEM NO. 041 -5,569.04 004 -5,569.04 -111,380.64 TOTAL DEDUCTIONS -5,569.04 -111,380.64 PROGRAM CAS145 PAGE 1 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1N4304 TIME 06:14 PM ESTIMATE NO. 004 BID OPENING 06/02/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 07/24/23 LOCATION PROGRESS ESTIMATE 10-MER-5-0.0/ .0 ----------------- 10-MER-152-0.0/ .0 VELARDE CONCRETE CONSTRUCTION, IN MERCED COUNTY AT VARIOUS INC. LOCATIONS 523 S. BRAND BLVD.; SAN FERNANDO CA 91340 FED. AID NO. N O N E 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 3,591.0000 3,591.00 1.000 3,591 002 TIME-RELATED OVERHEAD (WDAY) WDAY 150.0000 12,000.00 13.000 1,950.00 49.000 7,350 003 CONSTRUCTION AREA SIGNS LS 19,372.0000 19,372.00 0.163 3,157.64 0.743 14,393 004 TRAFFIC CONTROL SYSTEM LS 104,210.0000 104,210.00 0.188 19,591.48 0.638 66,485 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 385.2000 13,867.20 13.000 5,007.60 19.000 7,318 006 PORTABLE RADAR SPEED FEEDBACK SIGN EA 158.4000 10,771.20 26.000 4,118.40 31.000 4,910 SYSTEM DAY 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 2,400.0000 2,400.00 0.188 451.20 0.638 1,531 008 TEMPORARY RADAR SPEED FEEDBACK EA 379.5000 1,897.50 3.000 1,138.50 5.000 1,897 SIGN SYSTEM 009 JOB SITE MANAGEMENT LS 3,600.0000 3,600.00 0.188 676.80 0.638 2,296 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 856.7500 856.75 0.750 642 011 STREET SWEEPING LS 8,927.0000 8,927.00 0.188 1,678.28 0.638 5,695 012 TEMPORARY CONCRETE WASHOUT LS 1,800.0000 1,800.00 0.188 338.40 0.638 1,148 013 ASBESTOS COMPLIANCE PLAN LS 1,018.0000 1,018.00 1.000 1,018 014 ASBESTOS SURVEYING, SAMPLING AND LS 10,139.0000 10,139.00 1.000 10,139 ANALYSIS 015 HOT MIX ASPHALT (TYPE A) TON 333.3600 50,004.00 0.000 0 016 TACK COAT TON 7,000.0000 2,800.00 0.400 2,800.00 0.400 2,800 017 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.7500 23,467.50 1,490.000 23,467.50 1,490.000 23,467 018 GRIND EXISTING BRIDGE DECK SQYD 63.1700 13,707.89 217.000 13,707.89 217.000 13,707 019 AGGREGATE BASE (APPROACH SLAB) CY 800.0000 8,800.00 27.000 21,600 020 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,100.0000 228,900.00 115.630 242,823 (TYPE R) 021 PAVING NOTCH EXTENSION CF 210.0000 12,600.00 58.500 12,285 022 CLEAN EXPANSION JOINT LF 15.0000 2,085.00 139.000 2,085.00 139.000 2,085 PROGRAM CAS145 PAGE 2 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1N4304 TIME 06:14 PM ESTIMATE NO. 004 BID OPENING 06/02/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 JOINT SEAL (MR 1/2") LF 46.2900 8,748.81 189.000 8,748.81 189.000 8,748 024 JOINT SEAL (MR 1") LF 71.1200 5,831.84 82.000 5,831.84 82.000 5,831 025 RAPID SETTING CONCRETE (PATCH) CF 88.3500 5,566.05 0.000 0 026 REPAIR SPALLED SURFACE AREA SQFT 209.5800 4,191.60 20.000 4,191.60 20.000 4,191 027 REMOVE ASPHALT CONCRETE SURFACING SQFT 5.8400 5,974.32 0.000 0 028 REMOVE UNSOUND CONCRETE CF 88.3500 5,566.05 6.000 530.10 6.000 530 029 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.7900 20,667.98 19,405.000 15,329.95 26,162.000 20,667 030 FURNISH POLYESTER CONCRETE OVERLAY CF 92.6800 242,728.92 2,030.240 188,162.64 2,664.240 246,921 031 PLACE POLYESTER CONCRETE OVERLAY SQFT 6.3300 165,605.46 19,405.000 122,833.65 26,162.000 165,605 (F) 032 REMOVE PAVEMENT MARKER EA 5.2500 231.00 44.000 231 033 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.5000 735.00 70.000 735.00 70.000 735 034 6" THERMOPLASTIC TRAFFIC STRIPE LF 16.8000 15,792.00 934.000 15,691.20 934.000 15,691 (ENHANCED WET NIGHT VISIBILITY) 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 10.5000 21,945.00 2,083.000 21,871 036 12" RUMBLE STRIP STA 3.6800 22.08 6.000 22.08 6.000 22 (ASPHALT CONCRETE PAVEMENT) 037 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 13.6500 4,231.50 303.000 4,135.95 303.000 4,135 (BROKEN 36-12) 038 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 16.8000 35,112.00 2,090.000 35,112.00 2,090.000 35,112 (WARRANTY) 039 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 15.7500 8,032.50 509.000 8,016.75 509.000 8,016 (WARRANTY) (BROKEN 36-12) 040 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 742.5000 742.50 0.188 139.59 0.238 176 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1N4304 TIME 06:14 PM ESTIMATE NO. 004 BID OPENING 06/02/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 489,649.85 985,676.61 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 489,649.85 985,676.61 041 MOBILIZATION LS 244,705.0000 244,705.00 0.050 12,235.25 1.000 244,705 ORIGINAL CONTRACT AMOUNT 1,333,243.65 TOTAL WORK COMPLETED 501,885.10 1,230,381.61 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -5,569.04 -111,380.64 TOTAL 496,316.06 1,119,000.97 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 041 MOBILIZATION 133,324.36 244,705.00 111,380.64 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 07/21/22 80 09/26/22 09/26/22 07/31/23 49 133 0 0 90% 61% PROGRESS IS SATISFACTORY TOFAEL ANWAR RESIDENT ENGINEER