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 01/19/23 EST. NO. 030 TIME 03:44 PM R.E. NAME: PHAM, DAT /CE-ADRIAN WU 12-0N3204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0064 3,257.38 E.W. @ F.A.(+) 012222 N 0064 0 0065 1,881.69 011422 N 0065 0 0066 4,237.75 013122 N 0066 0 0067 3,913.59 020122 N 0067 0 0069 3,289.00 022822 N 0069 0 16,579.41 TOTAL THIS ESTIMATE 1,188,299.36 TOTAL PREVIOUS ESTIMATE 1,204,878.77 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 01/19/23 EST. NO. 030 TIME 03:44 PM R.E. NAME: PHAM, DAT /CE-ADRIAN WU 12-0N3204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM4401 CY2020 -10,000.00 009 CEM4401 CY2020 10,000.00 011 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3204 TIME 03:44 PM ESTIMATE NO. 030 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/22 R.E. NAME: PHAM, DAT /CE-ADRIAN WU DATE OF THIS ESTIMATE 01/19/23 LOCATION SEMI-FINAL ESTIMATE 12-ORA-91-R9.8/R18.9 ------------------- ACME CONCRETE PAVING INC IN ORANGE COUNTY IN ANAHEIM AND 4124 E BROADWAY AVE YORBA LINDA FROM 0.3 MILE WEST OF SPOKANE WA 99202 LAKEVIEW AVENUE OVERCROSSING TO RIVERSIDE COUNTY LINE FED. AID NO. ACNH-P091(148)E CAPM PAVEMENT PRESERVATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 1.000 2,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 200.0000 68,000.00 480.000 96,000 004 CONSTRUCTION AREA SIGNS LS 66,750.0000 66,750.00 1.000 66,750 005 TRAFFIC CONTROL SYSTEM LS 715,000.0000 715,000.00 1.000 715,000 006 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 798.00 21.000 798 007 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 9,000.0000 9,000.00 1.000 9,000 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 23,900.0000 23,900.00 1.000 23,900 009 TEMPORARY RAILING (TYPE K) LF 47.5000 41,800.00 880.000 41,800 010 TEMPORARY CRASH CUSHION MODULE EA 180.0000 3,780.00 21.000 3,780 011 TEMPORARY TRAFFIC SCREEN LF 32.2500 28,380.00 880.000 28,380 012 JOB SITE MANAGEMENT LS 545,000.0000 545,000.00 1.000 545,000 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 800.0000 800.00 1.000 800 014 TREATED WOOD WASTE LB 0.3200 12,352.00 38,600.000 12,352 015 REMOVE CONCRETE (CY) CY 260.0000 54,600.00 224.000 58,240 016 IMPORTED BORROW (CY) CY 80.0000 1,360.00 17.000 1,360 017 REPLACE BASE CY 190.0000 96,900.00 510.000 96,900 018 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,650.0000 62,700.00 38.000 62,700 019 HOT MIX ASPHALT (TYPE A) TON 265.0000 50,350.00 142.500 37,762 020 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 122.0000 1,378,600.00 8,524.000 1,039,928 021 HOT MIX ASPHALT-OPEN GRADED TON 112.5000 165,375.00 1,102.500 124,031 (OPEN GRADED FRICTION COURSE) 022 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.9500 1,681.50 570.000 1,681 PROGRAM CAS145 PAGE 2 DATE 01/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3204 TIME 03:44 PM ESTIMATE NO. 030 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/22 R.E. NAME: PHAM, DAT /CE-ADRIAN WU DATE OF THIS ESTIMATE 01/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.9500 13,186.50 4,470.000 13,186 024 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.9500 2,065.00 700.000 2,065 025 TACK COAT TON 950.0000 35,150.00 32.430 30,808 026 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 105.0000 2,835.00 27.000 2,835 027 REMOVE ASPHALT CONCRETE DIKE LF 11.3000 64,862.00 5,740.000 64,862 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5500 345,770.00 81,999.000 291,096 029 DOWEL BAR EA 30.0000 52,200.00 1,028.000 30,840.00 2,768.000 83,040 030 DRILL AND BOND (DOWEL BAR) EA 8.2500 34,485.00 4,180.000 34,485 031 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 1,160.0000 185,600.00 41.017 47,579.72 206.017 238,979 032 INDIVIDUAL PRECAST SLAB CY 1,450.0000 3,103,000.00 2,140.000 3,103,000 REPLACEMENT 033 REMOVE CONCRETE PAVEMENT (CY) CY 285.0000 609,900.00 2,140.000 609,900 034 GRIND EXISTING CONCRETE SQYD 8.0000 104,000.00 13,000.000 104,000 PAVEMENT 035 DETECTABLE WARNING SURFACE SQFT 40.0000 20,400.00 510.000 20,400 036 MINOR CONCRETE (MISCELLANEOUS CY 925.0000 157,250.00 54.000 49,950.00 224.000 207,200 CONSTRUCTION) 037 PRE/POST CONSTRUCTION SURVEYS EA 1,000.0000 27,000.00 27.000 27,000 038 REMOVE PAVEMENT MARKER EA 0.5300 22,843.00 9,482.000 5,025.46 52,582.000 27,868 039 DELINEATOR (CLASS 1) EA 34.0000 12,920.00 413.000 14,042 040 GUARD RAILING DELINEATOR EA 28.7500 6,037.50 210.000 6,037 041 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1500 19,500.50 9,070.000 19,500 042 REMOVE ROADSIDE SIGN EA 138.0000 20,700.00 152.000 20,976 043 FURNISH LAMINATED PANEL SIGN SQFT 26.5500 1,672.65 63.000 1,672 (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 044 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.3500 5,485.50 530.000 5,485 (0.063"-UNFRAMED) 045 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.4500 8,642.00 1,160.000 8,642 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 046 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.8500 1,736.00 160.000 1,736 (0.080"-UNFRAMED) 047 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 4,560.00 570.000 4,560 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 3 DATE 01/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3204 TIME 03:44 PM ESTIMATE NO. 030 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/22 R.E. NAME: PHAM, DAT /CE-ADRIAN WU DATE OF THIS ESTIMATE 01/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 385.00 22.000 385 (0.063"-FRAMED) 049 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.4000 4,620.00 300.000 4,620 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 050 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.9000 7,155.00 450.000 7,155 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 051 RETROFLECTIVE SHEETING (TYPE XI) SQFT 4.2500 10,242.50 2,410.000 10,242 052 ROADSIDE SIGN - ONE POST EA 318.0000 66,780.00 210.000 66,780 053 ROADSIDE SIGN - TWO POST EA 855.0000 23,085.00 34.000 29,070 054 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 122.0000 11,346.00 93.000 11,346 METHOD) 055 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 547.0000 1,094.00 2.000 1,094 056 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 057 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 28.6500 97,983.00 330.000 9,454.50 3,750.000 107,437 058 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 40.2500 21,735.00 540.000 21,735 059 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 41.5000 1,037.50 25.000 1,037 (WOOD POST) 060 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,050.0000 21,000.00 20.000 21,000 061 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 61,200.00 18.000 61,200 062 SEVERE-DUTY CRASH CUSHION EA 53,115.0000 53,115.00 1.000 53,115 063 REMOVE GUARDRAIL LF 5.3000 11,607.00 2,190.000 11,607 064 REMOVE CRASH CUSHION (SAND FILLED) EA 105.0000 1,260.00 12.000 1,260 065 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2000 25,568.00 7,990.000 25,568 (ENHANCED WET NIGHT VISIBILITY) 066 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 108.80 340.000 108 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 067 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 4,160.00 13,000.000 4,160 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 068 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 119,040.00 33,480.000 10,713.60 405,480.000 129,753 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 069 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1100 80,520.00 87,840.000 9,662.40 819,840.000 90,182 070 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6400 85,120.00 133,000.000 85,120 (ENHANCED WET NIGHT VISIBILITY) 071 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0600 30,740.00 2,320.000 2,459.20 31,320.000 33,199 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 4 DATE 01/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3204 TIME 03:44 PM ESTIMATE NO. 030 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/22 R.E. NAME: PHAM, DAT /CE-ADRIAN WU DATE OF THIS ESTIMATE 01/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 072 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6900 8,004.00 11,600.000 8,004 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 073 REMOVE PAINTED TRAFFIC STRIPE LF 0.1300 48,360.00 372,000.000 48,360 074 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1300 37,180.00 286,000.000 37,180 075 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0600 8,469.40 7,990.000 8,469 076 INDUCTIVE LOOP DETECTOR (LS) LS 170,000.0000 170,000.00 1.000 170,000 077 MODIFYING EXISTING ELECTRICAL SYSTEM LS 240,000.0000 240,000.00 1.000 240,000 PROGRAM CAS145 PAGE 5 DATE 01/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3204 TIME 03:44 PM ESTIMATE NO. 030 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/22 R.E. NAME: PHAM, DAT /CE-ADRIAN WU DATE OF THIS ESTIMATE 01/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 165,684.88 9,203,231.93 ADJUSTMENT OF COMPENSATION 0.00 38,714.95 EXTRA WORK 16,579.41 1,166,163.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 182,264.29 10,408,110.70 078 MOBILIZATION LS 240,000.0000 240,000.00 1.000 240,000 ORIGINAL CONTRACT AMOUNT 9,684,342.35 TOTAL WORK COMPLETED 182,264.29 10,648,110.70 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 182,264.29 10,648,110.70 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/04/19 340 01/28/20 01/28/20 06/29/22 469 137 140 0 100% 100% PHAM, DAT /CE-ADRIAN WU RESIDENT ENGINEER