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 03/23/17 EST. NO. 009 TIME 10:39 AM R.E. NAME: HONG, JOHN 12-0N0404 --------------------------------------------------------------------------- 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 0001 11,778.80 E.W. @ F.A.(+) 072516 N COR-05 008 0001 12,481.93 E.W. @ F.A.(+) 080116 N COR-03 014 0001 1,585.57 E.W. @ F.A.(+) 101116 N 585940 0002 947.85 101116 N 585950 0003 920.57 101216 N 585960 0004 947.89 101216 N 585970 0005 1,048.08 101216 N 585980 0006 2,643.67 101716 N 585990 0007 1,321.83 101716 N 586300 0008 799.10 101816 N 586000 0009 1,412.72 101816 N 586290 0010 1,198.68 101816 N 586310 0011 944.82 101916 N 586320 0012 1,045.01 102016 N 586330 0013 1,108.77 102016 N 586340 0014 852.25 120616 N 587930 0015 682.44 120716 N 587980 0016 1,010.42 120916 N 587950 0017 1,024.08 120916 N 587960 43,754.48 TOTAL THIS ESTIMATE 35,771.87 TOTAL PREVIOUS ESTIMATE 79,526.35 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 03/23/17 EST. NO. 009 TIME 10:39 AM R.E. NAME: HONG, JOHN 12-0N0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM 4401 CY-2016 -10,000.00 008 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION LETTER.08-31-16 -4,000.00 004 0.00 -4,000.00 TOTAL DEDUCTIONS 0.00 -14,000.00 PROGRAM CAS145 PAGE 1 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N0404 TIME 10:39 AM ESTIMATE NO. 009 BID OPENING 04/28/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/23/17 LOCATION PROGRESS ESTIMATE 12-ORA-91-7.5/18.9 ----------------- R.J. NOBLE COMPANY IN ORANGE AND RIVERSIDE COUNTIES ON 15505 EAST LINCOLN AVE RTE 55 FROM LINCOLN AVENUE 0.7 M S ORANGE CA 92865 OF LINCOLN AVENUE UC IN ORANGE CO ON RTE 91 FROM 0.3 MILE EAST OF KRAEMER BLVD OC IN ANAHEIM TO 0.6 M FED. AID NO. N O N E COLD PLANE/GRIND EXIST PVMT/CMS SYS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 850.0000 850.00 1.000 850 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 21,000.0000 21,000.00 0.900 18,900 003 TIME-RELATED OVERHEAD (WDAY) WDAY 250.0000 35,000.00 140.000 35,000 004 CONSTRUCTION AREA SIGNS LS 22,000.0000 22,000.00 0.500 11,000 005 TRAFFIC CONTROL SYSTEM LS 280,000.0000 280,000.00 0.050 14,000.00 0.950 266,000 006 TYPE III BARRICADE EA 80.0000 400.00 5.000 400 007 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 10,000.00 200.000 10,000 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 15,000.0000 225,000.00 15.000 225,000 009 TEMPORARY RAILING (TYPE K) LF 19.0000 85,120.00 4,480.000 85,120 010 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,900.0000 50,700.00 2.000 7,800.00 12.000 46,800 011 TEMPORARY TRAFFIC SCREEN LF 3.7500 16,800.00 4,480.000 16,800 012 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.200 40,000.00 0.900 180,000 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 45,000.0000 45,000.00 0.020 900.00 0.970 43,650 014 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.200 1,000.00 0.900 4,500 015 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4200 24,654.00 33,477.000 14,060.34 92,177.000 38,714 STRIPE (HAZARDOUS WASTE) 016 TREATED WOOD WASTE LB 0.2600 1,794.00 2,000.000 520.00 2,000.000 520 017 REMOVE GUARDRAIL LF 9.4500 5,859.00 200.000 1,890.00 200.000 1,890 018 REMOVE PAINTED TRAFFIC STRIPE LF 0.3200 8,128.00 2,136.000 683 019 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 176.40 0.000 0 020 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 16,192.00 30,721.000 9,830 021 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 441.00 210.000 441 022 REMOVE PAVEMENT MARKER EA 1.0500 8,830.50 4,234.000 4,445 PROGRAM CAS145 PAGE 2 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N0404 TIME 10:39 AM ESTIMATE NO. 009 BID OPENING 04/28/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ROADSIDE SIGN EA 525.0000 5,775.00 0.000 0 024 REMOVE ROADSIDE SIGN EA 160.0000 1,760.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 025 REMOVE ROADSIDE SIGN PANEL EA 160.0000 1,920.00 0.000 0 026 REMOVE SIGN STRUCTURE (EA) EA 2,600.0000 15,600.00 6.000 15,600.00 6.000 15,600 027 REMOVE PIPE (LF) LF 131.0000 74,670.00 570.000 74,670.00 570.000 74,670 028 REMOVE INLET EA 950.0000 6,650.00 7.000 6,650.00 7.000 6,650 029 REMOVE DELINEATOR EA 3.8500 31,262.00 8,120.000 31,262 030 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.4000 145,600.00 358,627.000 143,450 031 REMOVE CONCRETE (CY) CY 350.0000 210.00 3.120 1,092.00 3.120 1,092 032 REMOVE CONCRETE BARRIER LF 45.2500 25,340.00 210.000 9,502.50 560.000 25,340 033 PREPAVING INERTIAL PROFILER LS 50,000.0000 50,000.00 1.000 50,000 034 HOT MIX ASPHALT (TYPE A) TON 55.5000 6,271,500.00 100,936.870 5,601,996 035 ASPHALT BINDER TON 300.0000 87,000.00 180.000 54,000 (GEOSYNTHETIC PAVEMENT INTERLAYER) 036 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 0.6600 240,240.00 358,627.000 236,693 (PAVING FABRIC) 037 DATA CORE LS 17,500.0000 17,500.00 1.000 17,500 038 TACK COAT TON 300.0000 28,500.00 65.000 19,500 039 GROOVE EXISTING CONCRETE PAVEMENT SQYD 4.6000 91,540.00 0.000 0 040 GRIND EXISTING CONCRETE SQYD 6.7000 357,780.00 33,205.000 222,473 PAVEMENT 041 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,315.0000 509,300.00 220.000 509,300 PILE (SIGN FOUNDATION) 042 MINOR CONCRETE (MINOR STRUCTURE) CY 2,150.0000 15,050.00 7.000 15,050.00 7.000 15,050 (F) 043 MINOR CONCRETE (BACKFILL) CY 315.0000 7,875.00 25.000 7,875.00 25.000 7,875 (F) 044 FURNISH SIGN STRUCTURE (TRUSS) LB 4.2000 468,720.00 111,600.000 468,720 (F) 045 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5200 58,032.00 111,600.000 58,032 (F) 046 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.2000 18,144.00 77.000 1,940.40 797.000 20,084 047 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.7500 6,937.50 0.000 0 (0.063"-UNFRAMED) 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.7500 4,542.50 0.000 0 (0.080"-UNFRAMED) 049 ROADSIDE SIGN - ONE POST EA 310.0000 1,240.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N0404 TIME 10:39 AM ESTIMATE NO. 009 BID OPENING 04/28/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 160.0000 3,040.00 0.000 0 METHOD) 051 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 12.5000 29,125.00 -76.670 -958.38 2,253.330 28,166 052 INSTALL ROADSIDE SIGN PANEL ON EA 520.0000 7,280.00 0.000 0 EXISTING POST 053 FURNISH LAMINATED PANEL SIGN(1"-TYPE A) SQFT 24.0000 55,680.00 333.390 8,001.36 2,653.390 63,681 FOR RETROREFLECTIVE SHEETING (TYPE XI) 054 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.2500 12,180.00 333.390 1,750.30 2,653.390 13,930 055 15" SLOTTED CORRUGATED STEEL PIPE LF 210.0000 39,900.00 100.000 21,000.00 100.000 21,000 (.079" THICK) 056 18" SLOTTED CORRUGATED STEEL PIPE LF 194.0000 73,720.00 300.000 58,200.00 300.000 58,200 (.079" THICK) 057 MISCELLANEOUS IRON AND STEEL LB 5.2500 10,269.00 1,508.000 7,917.00 1,508.000 7,917 (F) 058 MAINTAINING EXISTING EXPRESS LANES LS 2,575.0000 2,575.00 1.000 2,575 TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION 059 CHANGEABLE MESSAGE SIGN SYSTEM LS 113,000.0000 113,000.00 0.900 101,700 (LOCATION 1) 060 CHANGEABLE MESSAGE SIGN SYSTEM LS 115,000.0000 115,000.00 0.900 103,500 (LOCATION 2) 061 CHANGEABLE MESSAGE SIGN SYSTEM LS 111,000.0000 111,000.00 0.900 99,900 (LOCATION 3) 062 CHANGEABLE MESSAGE SIGN SYSTEM LS 116,000.0000 116,000.00 0.900 104,400 (LOCATION 4) 063 CHANGEABLE MESSAGE SIGN SYSTEM LS 115,000.0000 115,000.00 0.900 103,500 (LOCATION 5) 064 CHANGEABLE MESSAGE SIGN SYSTEM LS 117,000.0000 117,000.00 0.900 105,300 (LOCATION 6) 065 TRAFFIC OPERATIONS CENTER SYSTEM LS 45,000.0000 45,000.00 0.750 33,750 INTEGRATION 066 SYSTEM TESTING AND DOCUMENTATION LS 21,000.0000 21,000.00 0.200 4,200 067 CHANGEABLE MESSAGE SIGN TRAINING LS 10,000.0000 10,000.00 0.000 0 068 DELINEATOR (TYPE FG 336 UR) EA 57.5000 463,450.00 8,060.000 463,450 069 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.5000 10,030.00 0.000 0 070 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 38.0000 9,120.00 0.000 0 071 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 300.0000 153,000.00 510.000 153,000.00 510.000 153,000 072 TRANSITION RAILING (TYPE WB-31) EA 3,650.0000 7,300.00 0.000 0 073 END CAP (TYPE A) EA 235.0000 235.00 0.000 0 074 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,050.0000 1,050.00 0.000 0 075 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 2,900.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N0404 TIME 10:39 AM ESTIMATE NO. 009 BID OPENING 04/28/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 THERMOPLASTIC PAVEMENT MARKING SQFT 4.1500 4,482.00 252.000 1,045 (ENHANCED WET NIGHT VISIBILITY) 077 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5700 32,376.00 56,800.000 32,376 078 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.1000 176.40 0.000 0 079 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 62,980.00 120,221.000 56,503 (ENHANCED WET NIGHT VISIBILITY) 080 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3100 344.10 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 081 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3100 36,270.00 102,497.000 31,774 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 082 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 368,000.00 320,000.000 368,000 (ENHANCED WET NIGHT VISIBILITY) 083 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8300 9,213.00 3,335.000 2,768 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 084 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8300 2,805.40 2,535.000 2,104 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 085 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 12,705.00 9,811.000 10,301 086 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 50,180.00 18,058.000 46,950 087 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.500 1,250.00 0.900 2,250 SYSTEM ELEMENTS DURING CONSTRUCTION 088 INDUCTIVE LOOP DETECTOR (LS) LS 82,000.0000 82,000.00 1.000 82,000 PROGRAM CAS145 PAGE 5 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N0404 TIME 10:39 AM ESTIMATE NO. 009 BID OPENING 04/28/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 462,710.52 10,684,079.57 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 43,754.48 79,526.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 506,465.00 10,763,605.92 089 MOBILIZATION LS 280,000.0000 280,000.00 1.000 280,000 ORIGINAL CONTRACT AMOUNT 12,193,518.80 TOTAL WORK COMPLETED 506,465.00 11,043,605.92 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -14,000.00 TOTAL 506,465.00 11,029,605.92 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 06/20/16 180 06/28/16 06/28/16 04/26/17 154 25 0 0 90% 86% PROGRESS IS SATISFACTORY HONG, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/17