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 04/22/21 EST. NO. 011 TIME 04:35 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 --------------------------------------------------------------------------- 009 0003 51,403.00 E.W. @ U.P (+) 041621 N 0003 0 51,403.00 TOTAL THIS ESTIMATE 46,425.88 TOTAL PREVIOUS ESTIMATE 97,828.88 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 04/22/21 EST. NO. 011 TIME 04:35 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 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3204 TIME 04:35 PM ESTIMATE NO. 011 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 04/20/21 R.E. NAME: PHAM, DAT /CE-ADRIAN WU DATE OF THIS ESTIMATE 04/22/21 LOCATION PROGRESS 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 0.600 1,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 200.0000 68,000.00 20.000 4,000.00 185.000 37,000 004 CONSTRUCTION AREA SIGNS LS 66,750.0000 66,750.00 0.750 50,062 005 TRAFFIC CONTROL SYSTEM LS 715,000.0000 715,000.00 0.150 107,250.00 0.550 393,250 006 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 798.00 0.000 0 007 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 9,000.0000 9,000.00 0.000 0 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 23,900.0000 23,900.00 0.150 3,585.00 0.550 13,145 009 TEMPORARY RAILING (TYPE K) LF 47.5000 41,800.00 0.000 0 010 TEMPORARY CRASH CUSHION MODULE EA 180.0000 3,780.00 0.000 0 011 TEMPORARY TRAFFIC SCREEN LF 32.2500 28,380.00 0.000 0 012 JOB SITE MANAGEMENT LS 545,000.0000 545,000.00 0.150 81,750.00 0.550 299,750 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 800.0000 800.00 0.100 80.00 0.800 640 014 TREATED WOOD WASTE LB 0.3200 12,352.00 0.000 0 015 REMOVE CONCRETE (CY) CY 260.0000 54,600.00 0.000 0 016 IMPORTED BORROW (CY) CY 80.0000 1,360.00 0.000 0 017 REPLACE BASE CY 190.0000 96,900.00 168.000 31,920 018 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,650.0000 62,700.00 0.000 0 019 HOT MIX ASPHALT (TYPE A) TON 265.0000 50,350.00 0.000 0 020 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 122.0000 1,378,600.00 2,390.000 291,580 021 HOT MIX ASPHALT-OPEN GRADED TON 112.5000 165,375.00 0.000 0 (OPEN GRADED FRICTION COURSE) 022 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.9500 1,681.50 0.000 0 PROGRAM CAS145 PAGE 2 DATE 04/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3204 TIME 04:35 PM ESTIMATE NO. 011 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 04/20/21 R.E. NAME: PHAM, DAT /CE-ADRIAN WU DATE OF THIS ESTIMATE 04/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.9500 2,065.00 0.000 0 025 TACK COAT TON 950.0000 35,150.00 11.270 10,706 026 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 105.0000 2,835.00 0.000 0 027 REMOVE ASPHALT CONCRETE DIKE LF 11.3000 64,862.00 0.000 0 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5500 345,770.00 33,995.000 120,682 029 DOWEL BAR EA 30.0000 52,200.00 592.000 17,760.00 1,128.000 33,840 030 DRILL AND BOND (DOWEL BAR) EA 8.2500 34,485.00 1,088.000 8,976.00 1,624.000 13,398 031 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 1,160.0000 185,600.00 9.000 10,440.00 144.000 167,040 032 INDIVIDUAL PRECAST SLAB CY 1,450.0000 3,103,000.00 486.000 704,700.00 841.000 1,219,450 REPLACEMENT 033 REMOVE CONCRETE PAVEMENT (CY) CY 285.0000 609,900.00 696.000 198,360.00 1,051.000 299,535 034 GRIND EXISTING CONCRETE SQYD 8.0000 104,000.00 3,250.000 26,000.00 3,250.000 26,000 PAVEMENT 035 DETECTABLE WARNING SURFACE SQFT 40.0000 20,400.00 0.000 0 036 MINOR CONCRETE (MISCELLANEOUS CY 925.0000 157,250.00 0.000 0 CONSTRUCTION) 037 PRE/POST CONSTRUCTION SURVEYS EA 1,000.0000 27,000.00 14.000 14,000 038 REMOVE PAVEMENT MARKER EA 0.5300 22,843.00 0.000 0 039 DELINEATOR (CLASS 1) EA 34.0000 12,920.00 0.000 0 040 GUARD RAILING DELINEATOR EA 28.7500 6,037.50 0.000 0 041 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1500 19,500.50 0.000 0 042 REMOVE ROADSIDE SIGN EA 138.0000 20,700.00 0.000 0 043 FURNISH LAMINATED PANEL SIGN SQFT 26.5500 1,672.65 0.000 0 (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 044 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.3500 5,485.50 0.000 0 (0.063"-UNFRAMED) 045 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.4500 8,642.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 046 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.8500 1,736.00 0.000 0 (0.080"-UNFRAMED) 047 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 4,560.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 3 DATE 04/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3204 TIME 04:35 PM ESTIMATE NO. 011 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 04/20/21 R.E. NAME: PHAM, DAT /CE-ADRIAN WU DATE OF THIS ESTIMATE 04/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (0.063"-FRAMED) 049 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.4000 4,620.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 050 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.9000 7,155.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 051 RETROFLECTIVE SHEETING (TYPE XI) SQFT 4.2500 10,242.50 0.000 0 052 ROADSIDE SIGN - ONE POST EA 318.0000 66,780.00 0.000 0 053 ROADSIDE SIGN - TWO POST EA 855.0000 23,085.00 0.000 0 054 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 122.0000 11,346.00 0.000 0 METHOD) 055 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 547.0000 1,094.00 0.000 0 056 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 057 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 28.6500 97,983.00 0.000 0 058 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 40.2500 21,735.00 0.000 0 059 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 41.5000 1,037.50 0.000 0 (WOOD POST) 060 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,050.0000 21,000.00 0.000 0 061 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 61,200.00 0.000 0 062 SEVERE-DUTY CRASH CUSHION EA 53,115.0000 53,115.00 0.000 0 063 REMOVE GUARDRAIL LF 5.3000 11,607.00 0.000 0 064 REMOVE CRASH CUSHION (SAND FILLED) EA 105.0000 1,260.00 0.000 0 065 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2000 25,568.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 066 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 108.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 067 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 4,160.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 068 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 119,040.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 069 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1100 80,520.00 0.000 0 070 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6400 85,120.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 071 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0600 30,740.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 4 DATE 04/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3204 TIME 04:35 PM ESTIMATE NO. 011 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 04/20/21 R.E. NAME: PHAM, DAT /CE-ADRIAN WU DATE OF THIS ESTIMATE 04/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 073 REMOVE PAINTED TRAFFIC STRIPE LF 0.1300 48,360.00 0.000 0 074 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1300 37,180.00 0.000 0 075 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0600 8,469.40 0.000 0 076 INDUCTIVE LOOP DETECTOR (LS) LS 170,000.0000 170,000.00 0.000 0 077 MODIFYING EXISTING ELECTRICAL SYSTEM LS 240,000.0000 240,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 04/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3204 TIME 04:35 PM ESTIMATE NO. 011 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 04/20/21 R.E. NAME: PHAM, DAT /CE-ADRIAN WU DATE OF THIS ESTIMATE 04/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,162,901.00 3,025,499.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 51,403.00 97,828.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,214,304.00 3,123,328.13 078 MOBILIZATION LS 240,000.0000 240,000.00 0.950 228,000 ORIGINAL CONTRACT AMOUNT 9,684,342.35 TOTAL WORK COMPLETED 1,214,304.00 3,351,328.13 MATERIALS ON HAND ON SITE -215,570.00 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 1,008,734.00 3,351,328.13 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 12/04/19 340 01/28/20 01/28/20 11/19/21 183 123 0 0 35% 54% PROGRESS IS SATISFACTORY PHAM, DAT /CE-ADRIAN WU RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/21