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 11/19/24 EST. NO. 002 TIME 01:59 PM R.E. NAME: JOSE SILLAS 11-2N1944 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0002 -1,527.22 A.C. @ U.P.(-) 102424 N 2 -1,527.22 TOTAL THIS ESTIMATE -64,458.36 TOTAL PREVIOUS ESTIMATE -65,985.58 TOTAL TO DATE 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 11/19/24 EST. NO. 002 TIME 01:59 PM R.E. NAME: JOSE SILLAS 11-2N1944 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1944 TIME 01:59 PM ESTIMATE NO. 002 BID OPENING 05/02/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: JOSE SILLAS DATE OF THIS ESTIMATE 11/19/24 LOCATION PROGRESS ESTIMATE 11-IMP-8-R74.5/R83.2 ----------------- COFFMAN SPECIALTIES, INC. IMPERIAL COUNTY ABOUT 26 MILES EAST OF 9685 VIA EXCELENCIA, SUITE 20 HOLTVILLE FROM 1.0 MILE EAST OF GORDONS SAN DIEGO CA 92126 WELL OVERCROSSING TO 0.6 MILE WEST OF OGILBY ROAD OVERCROSSING FED. AID NO. N O N E HMA OVERLAY, COLD PLANE, SHOULDER BACKING, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 120,000.00 22.000 33,000.00 45.000 67,500 003 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.205 3,075.00 0.720 10,800 004 TRAFFIC CONTROL SYSTEM LS 211,056.0000 211,056.00 0.512 108,060.67 0.800 168,844 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,200.0000 96,000.00 17.000 20,400.00 33.000 39,600 006 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 65.0000 10,400.00 34.000 2,210.00 64.000 4,160 SYSTEM 007 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,000.0000 24,000.00 2.050 12,300.00 3.200 19,200 008 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.512 2,560.00 0.800 4,000 009 MANAGE SOLID WASTE GENERATED BY THE HR 275.0000 8,800.00 32.000 8,800.00 32.000 8,800 PUBLIC 010 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 8.0000 10,640.00 1,064.000 8,512.00 1,064.000 8,512 (HAZARDOUS WASTE) 011 TREATED WOOD WASTE LB 1.0000 3,920.00 3,915.000 3,915.00 3,915.000 3,915 012 SHOULDER BACKING TON 15.0000 39,900.00 844.956 12,674.34 844.956 12,674 013 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,250.0000 33,750.00 22.211 27,763.75 22.211 27,763 014 HOT MIX ASPHALT (TYPE A) TON 150.0000 3,555,000.00 319.540 47,931.00 24,823.210 3,723,481 015 DATA CORE LS 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000 016 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.8500 8,547.00 2,220.000 8,547.00 2,220.000 8,547 017 TACK COAT TON 500.0000 70,000.00 67.698 33,849 018 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 2,220.00 2,220.000 2,220 019 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 755,000.00 3,322.870 8,307.18 306,678.430 766,696 020 PAVEMENT MARKER (RETROREFLECTIVE) EA 50.0000 2,700.00 43.200 2,160.00 43.200 2,160 021 PAVEMENT MARKER EA 15.0000 44,550.00 2,396.800 35,952.00 2,396.800 35,952 (RETROREFLECTIVE-RECESSED) 022 REMOVE ROADSIDE SIGN EA 525.0000 8,400.00 16.000 8,400.00 16.000 8,400 PROGRAM CAS145 PAGE 2 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1944 TIME 01:59 PM ESTIMATE NO. 002 BID OPENING 05/02/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: JOSE SILLAS DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 28.2500 1,469.00 52.000 1,469.00 52.000 1,469 024 FURNISH LAMINATED PANEL SIGN (2 SQFT 33.2500 5,320.00 160.000 5,320.00 160.000 5,320 1/2"-TYPE H) 025 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 241.50 20.500 235.75 20.500 235 (0.063"-UNFRAMED) 026 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 564.00 46.750 561.00 46.750 561 (0.080"-UNFRAMED) 027 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.2500 2,117.50 108.000 2,079.00 108.000 2,079 (0.063"-FRAMED) 028 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.7500 9,480.00 473.000 9,341.75 473.000 9,341 (0.080"-FRAMED) 029 ROADSIDE SIGN - ONE POST EA 1,300.0000 5,200.00 4.000 5,200.00 4.000 5,200 030 ROADSIDE SIGN - TWO POST EA 2,025.0000 20,250.00 10.000 20,250.00 10.000 20,250 031 SIGN POST SUPPORT SYSTEM EA 5,000.0000 10,000.00 2.000 10,000.00 2.000 10,000 032 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 10,000.0000 30,000.00 3.000 30,000.00 3.000 30,000 BOX POST) 033 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 6.0000 6,120.00 814.400 4,886.40 814.400 4,886 WET NIGHT VISIBILITY) 034 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 175,500.00 107,556.800 139,823.84 107,556.800 139,823 (ENHANCED WET NIGHT VISIBILITY) 035 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 4,095.00 1,456.000 3,276.00 1,456.000 3,276 (ENHANCED WET NIGHT VISIBILITY) 036 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.9000 5,945.00 1,640.000 4,756.00 1,640.000 4,756 (ENHANCED WET NIGHT VISIBILITY) 037 6" RUMBLE STRIP (ASPHALT CONCRETE STA 325.0000 8,450.00 28.000 9,100.00 28.000 9,100 PAVEMENT) 038 12" RUMBLE STRIP (ASPHALT CONCRETE STA 75.0000 102,750.00 646.200 48,465.00 1,326.200 99,465 PAVEMENT) 039 CONTRAST STRIPE PAINT (2-COAT) LF 2.5000 5,125.00 1,640.000 4,100.00 1,640.000 4,100 040 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 14.0000 36,820.00 2,104.000 29,456.00 2,104.000 29,456 (WARRANTY) 041 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.0000 1,200.00 236.000 944.00 236.000 944 (WARRANTY) (BROKEN 17-7) 042 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.9500 270,970.00 54,830.400 216,580.08 54,830.400 216,580 (WARRANTY) (BROKEN 36-12) PROGRAM CAS145 PAGE 3 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1944 TIME 01:59 PM ESTIMATE NO. 002 BID OPENING 05/02/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: JOSE SILLAS DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 910,411.76 5,573,919.29 ADJUSTMENT OF COMPENSATION -1,527.22 -65,985.58 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 908,884.54 5,507,933.71 043 MOBILIZATION LS 638,500.0000 638,500.00 1.000 638,500 ORIGINAL CONTRACT AMOUNT 6,385,000.00 TOTAL WORK COMPLETED 908,884.54 6,146,433.71 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 908,884.54 6,146,433.71 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 80 07/22/24 07/22/24 02/28/25 45 40 0 0 94% 56% PROGRESS IS SATISFACTORY JOSE SILLAS RESIDENT ENGINEER