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 05/22/24 EST. NO. 002 TIME 01:10 PM R.E. NAME: VAZQUEZ,LUIS/CE-KARAM,IMAD 12-0U1704 --------------------------------------------------------------------------- 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 05/22/24 EST. NO. 002 TIME 01:10 PM R.E. NAME: VAZQUEZ,LUIS/CE-KARAM,IMAD 12-0U1704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0U1704 TIME 01:10 PM ESTIMATE NO. 002 BID OPENING 12/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: VAZQUEZ,LUIS/CE-KARAM,IMAD DATE OF THIS ESTIMATE 05/22/24 LOCATION PROGRESS ESTIMATE 12-ORA-133-9.8/12.6 ----------------- 12-ORA-261-0.0/3.5 CALMEX ENGINEERING INC. ORANGE COUNTY IN IRVINE ON ROUTE 133 FROM 2750 S. LILAC AVE TECHNOLOGY DRIVE UNDERCROSSING TO PORTOLA BLOOMINGTON CA 92316 PARKWAY UNDERCROSSING AND ON ROUTE 261 FROM WALNUT AVENUE OVERCROSSING TO 0.6 FED. AID NO. N O N E COLD PLANE, OVERLAY, AND REFRESH PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,240.0000 1,240.00 1.000 1,240 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 105,000.00 24.000 36,000.00 24.000 36,000 003 CONSTRUCTION AREA SIGNS LS 46,000.0000 46,000.00 0.050 2,300.00 0.800 36,800 004 TRAFFIC CONTROL SYSTEM LS 273,000.0000 273,000.00 0.550 150,150.00 0.800 218,400 005 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 0.3100 1,810.40 2,326.000 721.06 2,326.000 721 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.0700 11,130.00 168,122.000 11,768.54 191,852.000 13,429 007 PORTABLE RADAR SPEED FEEDBACK SIGN EA 110.0000 17,600.00 48.000 5,280.00 64.000 7,040 SYSTEM DAY 008 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 11,500.0000 11,500.00 0.000 0 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4,100.0000 28,700.00 2.000 8,200.00 3.000 12,300 010 JOB SITE MANAGEMENT LS 31,000.0000 31,000.00 0.550 17,050.00 0.800 24,800 011 WATER POLLUTION CONTROL PROGRAM LS 22,500.0000 22,500.00 0.550 12,375.00 0.800 18,000 012 SHOULDER BACKING TON 63.0000 177,660.00 1,049.440 66,114.72 1,049.440 66,114 013 HOT MIX ASPHALT (TYPE A) TON 215.0000 167,700.00 390.000 83,850.00 390.000 83,850 014 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 151.0000 2,657,600.00 9,374.110 1,415,490.61 10,743.620 1,622,286 015 TACK COAT TON 880.0000 51,920.00 44.940 39,547.20 51.440 45,267 016 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.6000 309,120.00 44,233.000 247,704 017 GRIND EXISTING CONCRETE PAVEMENT SQYD 80.0000 18,400.00 100.000 8,000.00 100.000 8,000 018 ADJUST PULLBOX TO GRADE EA 1,200.0000 9,600.00 8.000 9,600.00 8.000 9,600 019 REMOVE PAVEMENT MARKER EA 1.0000 2,730.00 7,300.000 7,300 020 REMOVE DELINEATOR EA 46.0000 2,760.00 24.000 1,104.00 60.000 2,760 021 DELINEATOR (CLASS 1) EA 270.0000 16,200.00 0.000 0 022 GUARD RAILING DELINEATOR EA 23.0000 19,550.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0U1704 TIME 01:10 PM ESTIMATE NO. 002 BID OPENING 12/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: VAZQUEZ,LUIS/CE-KARAM,IMAD DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.2000 14,196.00 0.000 0 024 CONCRETE BARRIER MARKER EA 16.0000 1,120.00 0.000 0 025 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 110.0000 330.00 0.000 0 BRACKET METHOD) 026 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 3,150.00 0.000 0 (0.063"-UNFRAMED) 027 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 137.0000 411.00 0.000 0 METHOD) 028 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 220.0000 3,520.00 0.000 0 POST 029 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.7000 49,020.00 0.000 0 WET NIGHT VISIBILITY) 030 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8200 7,175.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 031 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 90,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 032 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5400 15,353.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 30,160.00 99,488.000 25,866 034 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 18,060.00 2,292.000 4,813 035 12" RUMBLE STRIP (ASPHALT CONCRETE STA 70.0000 52,500.00 750.000 52,500.00 750.000 52,500 PAVEMENT) 036 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.1000 1,302.00 0.000 0 (BROKEN 12-3) 037 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.6000 3,510.00 0.000 0 (WARRANTY) (BROKEN 17-7) 038 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.6000 123,760.00 0.000 0 (WARRANTY) (BROKEN 36-12) 039 INDUCTIVE LOOP DETECTOR (EA) EA 570.0000 67,830.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0U1704 TIME 01:10 PM ESTIMATE NO. 002 BID OPENING 12/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: VAZQUEZ,LUIS/CE-KARAM,IMAD DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,920,051.13 2,544,794.12 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,920,051.13 2,544,794.12 040 MOBILIZATION LS 205,000.0000 205,000.00 0.250 51,250.00 1.000 205,000 ORIGINAL CONTRACT AMOUNT 4,669,418.20 TOTAL WORK COMPLETED 1,971,301.13 2,749,794.12 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,971,301.13 2,749,794.12 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 02/20/24 70 00/00/00 00/00/00 07/22/24 23 10 0 0 59% 33% PROGRESS IS SATISFACTORY VAZQUEZ,LUIS/CE-KARAM,IMAD RESIDENT ENGINEER