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 02/24/25 EST. NO. 004 TIME 02:48 PM R.E. NAME: JOSE SILLAS 11-2N1674 --------------------------------------------------------------------------- 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 02/24/25 EST. NO. 004 TIME 02:48 PM R.E. NAME: JOSE SILLAS 11-2N1674 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 2024 ANNUAL CEM 4401 -10,000.00 003 CPM PERFORM WITHHOLD -25,025.12 004 DILINEATORS CERTS -3,000.00 004 FOF/TACK TICKETS -2,000.00 004 -30,025.12 -40,025.12 TOTAL DEDUCTIONS -30,025.12 -40,025.12 PROGRAM CAS145 PAGE 1 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1674 TIME 02:48 PM ESTIMATE NO. 004 BID OPENING 04/25/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: JOSE SILLAS DATE OF THIS ESTIMATE 02/24/25 LOCATION PROGRESS ESTIMATE 11-IMP-86-R34.8/64.1 ----------------- TRUESDELL CORPORATION OF IMPERIAL COUNTY AT VARIOUS LOCATIONS FROM CALIFORNIA, INC. TRIFOLIUM CANAL BRIDGE (58-0017) TO 1310 W. 23RD STREET GODETIA DITCH BRIDGE (58-0067) TEMPE AZ 85282 FED. AID NO. N O N E POLYESTER CONCRETE OVERLAY, APPLY METHACRY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 115,000.00 21.000 21,000.00 76.000 76,000 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 0.000 0 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 26,000.0000 26,000.00 0.277 7,202.00 1.000 26,000 006 TRAFFIC CONTROL SYSTEM LS 270,000.0000 270,000.00 0.156 42,120.00 1.000 270,000 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 100.0000 11,500.00 36.000 3,600 008 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 1,000.0000 2,000.00 0.000 0 SYSTEM 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 2,500.0000 20,000.00 1.600 4,000.00 8.000 20,000 010 JOB SITE MANAGEMENT LS 7,500.0000 7,500.00 0.200 1,500.00 1.000 7,500 011 WATER POLLUTION CONTROL PROGRAM LS 5,000.0000 5,000.00 0.200 1,000.00 1.000 5,000 012 TEMPORARY CONCRETE WASHOUT LS 250.0000 250.00 0.200 50.00 1.000 250 013 ASBESTOS COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 014 MANAGE SOLID WASTE GENERATED BY THE HR 275.0000 6,600.00 24.000 6,600 PUBLIC 015 ASBESTOS SURVEY AND SAMPLING LS 14,000.0000 14,000.00 1.000 14,000 016 ASPHALTIC EMULSION (FOG SEAL COAT) TON 11,000.0000 1,100.00 0.000 0 017 HOT MIX ASPHALT (TYPE A) TON 1,125.0000 450,000.00 460.230 517,758 018 TACK COAT TON 1,100.0000 2,200.00 1.600 1,760 019 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 36.0000 136,440.00 4,189.250 150,813 020 GRIND EXISTING BRIDGE DECK SQYD 53.0000 109,551.00 2,067.000 109,551 021 AGGREGATE BASE (APPROACH SLAB) CY 1,100.0000 4,400.00 4.000 4,400 022 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,600.0000 98,800.00 38.000 98,800 R) PROGRAM CAS145 PAGE 2 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1674 TIME 02:48 PM ESTIMATE NO. 004 BID OPENING 04/25/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: JOSE SILLAS DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEAN EXPANSION JOINT LF 51.0000 35,394.00 740.500 37,765 024 JOINT SEAL (MR 1") LF 56.0000 28,392.00 505.200 28,291 025 BONDED JOINT SEAL (MR 1") LF 85.0000 15,470.00 182.000 15,470 026 BONDED JOINT SEAL (MR 1 1/2") LF 63.0000 6,300.00 100.000 6,300 027 RAPID SETTING CONCRETE (PATCH) CF 150.0000 12,510.00 0.000 0 028 REMOVE UNSOUND CONCRETE CF 150.0000 12,510.00 0.000 0 029 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.8000 74,353.60 93,653.000 74,922 030 FURNISH POLYESTER CONCRETE OVERLAY CF 95.0000 763,135.00 6,744.000 640,680 031 PLACE POLYESTER CONCRETE OVERLAY SQFT 9.0000 722,448.00 80,272.000 722,448 (F) 032 TREAT BRIDGE DECK SQFT 0.8000 10,136.00 12,670.000 10,136 (F) 033 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 95.0000 16,055.00 168.000 15,960 034 GALVANIC ANODES EA 40.0000 5,240.00 0.000 0 035 REMOVE DELINEATOR EA 27.0000 2,430.00 90.000 2,430.00 90.000 2,430 036 GUARD RAILING DELINEATOR EA 37.0000 9,990.00 270.000 9,990.00 270.000 9,990 037 PAVEMENT MARKER (RETROREFLECTIVE) EA 42.0000 5,880.00 148.000 6,216 038 CONCRETE BARRIER MARKER EA 27.0000 540.00 9.000 243.00 9.000 243 039 12" RUMBLE STRIP (ASPHALT CONCRETE STA 4,150.0000 83,000.00 21.000 87,150 PAVEMENT) 040 REMOVE TRAFFIC STRIPE LF 5.5000 52,855.00 1,921.000 10,565.50 9,609.000 52,849 041 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 14.0000 89,740.00 6,744.000 94,416 (WARRANTY) 042 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.5000 20,800.00 3,372.000 21,918 (WARRANTY) (BROKEN 36-12) PROGRAM CAS145 PAGE 3 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1674 TIME 02:48 PM ESTIMATE NO. 004 BID OPENING 04/25/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: JOSE SILLAS DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 100,100.50 3,145,218.35 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 100,100.50 3,145,218.35 043 MOBILIZATION LS 205,949.4000 205,949.40 1.000 205,949 ORIGINAL CONTRACT AMOUNT 3,469,469.00 TOTAL WORK COMPLETED 100,100.50 3,351,167.75 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -30,025.12 -40,025.12 TOTAL 70,075.38 3,311,142.63 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 06/20/24 115 08/05/24 08/05/24 03/28/25 76 57 0 0 98% 66% PROGRESS IS SATISFACTORY JOSE SILLAS RESIDENT ENGINEER