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 01/25/22 EST. NO. 020 TIME 07:20 AM 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 0004 74,534.35 E.W. @ U.P (+) 011822 N 0004 0 74,534.35 TOTAL THIS ESTIMATE 182,600.42 TOTAL PREVIOUS ESTIMATE 257,134.77 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 01/25/22 EST. NO. 020 TIME 07:20 AM 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 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3204 TIME 07:20 AM ESTIMATE NO. 020 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 01/20/22 R.E. NAME: PHAM, DAT /CE-ADRIAN WU DATE OF THIS ESTIMATE 01/25/22 LOCATION RERUN 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 0.700 1,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 200.0000 68,000.00 340.000 68,000 004 CONSTRUCTION AREA SIGNS LS 66,750.0000 66,750.00 0.800 53,400 005 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 5,616.000 1,797.12 19,361.000 6,195 015 REMOVE CONCRETE (CY) CY 260.0000 54,600.00 71.490 18,587.40 192.760 50,117 016 IMPORTED BORROW (CY) CY 80.0000 1,360.00 17.000 1,360.00 17.000 1,360 017 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 38.000 62,700 019 HOT MIX ASPHALT (TYPE A) TON 265.0000 50,350.00 -6.800 -1,802.00 126.300 33,469 020 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 122.0000 1,378,600.00 356.740 43,522.28 4,735.460 577,726 021 HOT MIX ASPHALT-OPEN GRADED TON 112.5000 165,375.00 532.190 59,871 (OPEN GRADED FRICTION COURSE) 022 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.9500 1,681.50 529.000 1,560 PROGRAM CAS145 PAGE 2 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3204 TIME 07:20 AM ESTIMATE NO. 020 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 01/20/22 R.E. NAME: PHAM, DAT /CE-ADRIAN WU DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,946.000 11,640 024 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 29.540 28,063 026 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 4,475.000 50,567 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5500 345,770.00 78,064.000 277,127 029 DOWEL BAR EA 30.0000 52,200.00 1,740.000 52,200 030 DRILL AND BOND (DOWEL BAR) EA 8.2500 34,485.00 2,394.000 19,750 031 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 1,160.0000 185,600.00 144.000 167,040 032 INDIVIDUAL PRECAST SLAB CY 1,450.0000 3,103,000.00 1,925.000 2,791,250 REPLACEMENT 033 REMOVE CONCRETE PAVEMENT (CY) CY 285.0000 609,900.00 1,925.000 548,625 034 GRIND EXISTING CONCRETE SQYD 8.0000 104,000.00 8,203.000 65,624 PAVEMENT 035 DETECTABLE WARNING SURFACE SQFT 40.0000 20,400.00 197.000 7,880.00 504.000 20,160 036 MINOR CONCRETE (MISCELLANEOUS CY 925.0000 157,250.00 64.500 59,662.50 160.660 148,610 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 19,225.000 10,189.25 40,000.000 21,200 039 DELINEATOR (CLASS 1) EA 34.0000 12,920.00 0.000 0 040 GUARD RAILING DELINEATOR EA 28.7500 6,037.50 39.000 1,121.25 174.000 5,002 041 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1500 19,500.50 3,465.000 7,449.75 8,000.000 17,200 042 REMOVE ROADSIDE SIGN EA 138.0000 20,700.00 150.000 20,700 043 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 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3204 TIME 07:20 AM ESTIMATE NO. 020 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 01/20/22 R.E. NAME: PHAM, DAT /CE-ADRIAN WU DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 27.000 23,085 054 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 97,983.00 412.510 11,818.41 2,850.010 81,652 058 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 40.2500 21,735.00 362.500 14,590.63 537.500 21,634 059 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 4.000 4,200.00 18.000 18,900 061 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 61,200.00 3.000 10,200.00 15.000 51,000 062 SEVERE-DUTY CRASH CUSHION EA 53,115.0000 53,115.00 1.000 53,115 063 REMOVE GUARDRAIL LF 5.3000 11,607.00 505.870 2,681.11 1,732.910 9,184 064 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 3,005.000 9,616.00 7,000.000 22,400 (ENHANCED WET NIGHT VISIBILITY) 066 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 108.80 170.000 54.40 340.000 108 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 067 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 4,160.00 3,500.000 1,120.00 10,000.000 3,200 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 068 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 119,040.00 86,000.000 27,520.00 272,000.000 87,040 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 069 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1100 80,520.00 266,000.000 29,260.00 632,000.000 69,520 070 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6400 85,120.00 33,500.000 21,440.00 100,000.000 64,000 (ENHANCED WET NIGHT VISIBILITY) 071 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0600 30,740.00 5,500.000 5,830.00 20,000.000 21,200 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 4 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3204 TIME 07:20 AM ESTIMATE NO. 020 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 01/20/22 R.E. NAME: PHAM, DAT /CE-ADRIAN WU DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,200.000 2,898.00 10,000.000 6,900 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 073 REMOVE PAINTED TRAFFIC STRIPE LF 0.1300 48,360.00 86,000.000 11,180.00 272,000.000 35,360 074 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1300 37,180.00 43,000.000 5,590.00 186,000.000 24,180 075 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0600 8,469.40 3,994.000 4,233.64 7,990.000 8,469 076 INDUCTIVE LOOP DETECTOR (LS) LS 170,000.0000 170,000.00 0.300 51,000.00 0.600 102,000 077 MODIFYING EXISTING ELECTRICAL SYSTEM LS 240,000.0000 240,000.00 0.320 76,800.00 0.720 172,800 PROGRAM CAS145 PAGE 5 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3204 TIME 07:20 AM ESTIMATE NO. 020 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 01/20/22 R.E. NAME: PHAM, DAT /CE-ADRIAN WU DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 439,799.74 7,579,055.51 ADJUSTMENT OF COMPENSATION 0.00 33,067.75 EXTRA WORK 74,534.35 224,067.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 514,334.09 7,836,190.28 078 MOBILIZATION LS 240,000.0000 240,000.00 1.000 240,000 ORIGINAL CONTRACT AMOUNT 9,684,342.35 TOTAL WORK COMPLETED 514,334.09 8,076,190.28 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 514,334.09 8,076,190.28 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 02/28/22 367 128 0 0 84% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING CCO PHAM, DAT /CE-ADRIAN WU RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/22