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 12/20/24 EST. NO. 002 TIME 12:07 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 12/20/24 EST. NO. 002 TIME 12:07 PM R.E. NAME: JOSE SILLAS 11-2N1674 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1674 TIME 12:07 PM ESTIMATE NO. 002 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 12/20/24 R.E. NAME: JOSE SILLAS DATE OF THIS ESTIMATE 12/20/24 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 19.000 19,000.00 37.000 37,000 003 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 0.066 1,716.00 0.529 13,754 006 TRAFFIC CONTROL SYSTEM LS 270,000.0000 270,000.00 0.165 44,550.00 0.322 86,940 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 100.0000 11,500.00 18.000 1,800.00 31.000 3,100 008 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 1.322 3,305.00 2.574 6,435 010 JOB SITE MANAGEMENT LS 7,500.0000 7,500.00 0.165 1,237.50 0.322 2,415 011 WATER POLLUTION CONTROL PROGRAM LS 5,000.0000 5,000.00 0.165 825.00 0.322 1,610 012 TEMPORARY CONCRETE WASHOUT LS 250.0000 250.00 0.165 41.25 0.322 80 013 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 0.000 0 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 450,000.00 320.000 360,000.00 320.000 360,000 018 TACK COAT TON 1,100.0000 2,200.00 1.600 1,760.00 1.600 1,760 019 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 36.0000 136,440.00 3,032.000 109,152.00 3,032.000 109,152 020 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 4,400.00 4.000 4,400 022 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,600.0000 98,800.00 38.000 98,800.00 38.000 98,800 R) PROGRAM CAS145 PAGE 2 DATE 12/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1674 TIME 12:07 PM ESTIMATE NO. 002 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 12/20/24 R.E. NAME: JOSE SILLAS DATE OF THIS ESTIMATE 12/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,765.50 740.500 37,765 024 JOINT SEAL (MR 1") LF 56.0000 28,392.00 505.200 28,291.20 505.200 28,291 025 BONDED JOINT SEAL (MR 1") LF 85.0000 15,470.00 182.000 15,470.00 182.000 15,470 026 BONDED JOINT SEAL (MR 1 1/2") LF 63.0000 6,300.00 100.000 6,300.00 100.000 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 48,919.000 39,135.20 93,653.000 74,922 030 FURNISH POLYESTER CONCRETE OVERLAY CF 95.0000 763,135.00 3,795.000 360,525.00 6,744.000 640,680 031 PLACE POLYESTER CONCRETE OVERLAY SQFT 9.0000 722,448.00 45,138.000 406,242.00 80,272.000 722,448 (F) 032 TREAT BRIDGE DECK SQFT 0.8000 10,136.00 3,340.000 2,672.00 12,670.000 10,136 (F) 033 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 95.0000 16,055.00 44.000 4,180.00 168.000 15,960 034 GALVANIC ANODES EA 40.0000 5,240.00 0.000 0 035 REMOVE DELINEATOR EA 27.0000 2,430.00 0.000 0 036 GUARD RAILING DELINEATOR EA 37.0000 9,990.00 0.000 0 037 PAVEMENT MARKER (RETROREFLECTIVE) EA 42.0000 5,880.00 0.000 0 038 CONCRETE BARRIER MARKER EA 27.0000 540.00 0.000 0 039 12" RUMBLE STRIP (ASPHALT CONCRETE STA 4,150.0000 83,000.00 0.000 0 PAVEMENT) 040 REMOVE TRAFFIC STRIPE LF 5.5000 52,855.00 7,688.000 42,284.00 7,688.000 42,284 041 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 14.0000 89,740.00 0.000 0 (WARRANTY) 042 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.5000 20,800.00 0.000 0 (WARRANTY) (BROKEN 36-12) PROGRAM CAS145 PAGE 3 DATE 12/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1674 TIME 12:07 PM ESTIMATE NO. 002 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 12/20/24 R.E. NAME: JOSE SILLAS DATE OF THIS ESTIMATE 12/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,589,451.65 2,449,254.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,589,451.65 2,449,254.60 043 MOBILIZATION LS 205,949.4000 205,949.40 0.050 10,297.47 1.000 205,949 ORIGINAL CONTRACT AMOUNT 3,469,469.00 TOTAL WORK COMPLETED 1,599,749.12 2,655,204.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,599,749.12 2,655,204.00 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 37 57 0 0 80% 32% PROGRESS IS SATISFACTORY JOSE SILLAS RESIDENT ENGINEER