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 06/13/18 EST. NO. 019 TIME 03:07 PM R.E. NAME: WU, ADRIAN 12-0M3404 --------------------------------------------------------------------------- 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 0017 1,564.48 E.W. @ F.A.(+) 110617 N 0033.0 006 0001 4,507.49 A.C. @ L.S.(+) 011818 N 0001 0 6,071.97 TOTAL THIS ESTIMATE 81,874.65 TOTAL PREVIOUS ESTIMATE 87,946.62 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 06/13/18 EST. NO. 019 TIME 03:07 PM R.E. NAME: WU, ADRIAN 12-0M3404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM 2402F A 2403F -20,000.00 018 LIQ DAMG 20D @3000D -60,000.00 018 RET DE 2402F A 2403F 20,000.00 019 20,000.00 -60,000.00 LABOR COMPLIANCE VIOLATION PER LETTER ON FEB 24 -2,000.00 007 RET DEDUC 2/24/17LTR 2,000.00 016 0.00 0.00 LIQUIDATED DAMAGES 29 DAYS @ $3000/DAYS -87,000.00 017 0.00 -87,000.00 TOTAL DEDUCTIONS 20,000.00 -147,000.00 PROGRAM CAS145 PAGE 1 DATE 06/13/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3404 TIME 03:07 PM ESTIMATE NO. 019 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/16/18 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 06/13/18 LOCATION RERUN SEMI-FINAL ESTIMATE 12-ORA-73-16.4/16.6 ------------------------- PETERSON-CHASE GENERAL IN OC. COLLECTOR ROAD BETWEEN EL ENGINEERING CONSTRUCTION, INC. TORO ROAD/SR-73 NB ON-RAMP AND 1792 KAISER AVENUE SR-133 IRVINE CA 92614 FED. AID NO. HSNH-PG ( ) ,P073-114 (E ) WIDEN RDWY TO IMPROVE CHANNELIZA- ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 1.000 1,200 002 CONSTRUCTION AREA SIGNS LS 4,175.0000 4,175.00 1.000 4,175 003 TRAFFIC CONTROL SYSTEM LS 52,000.0000 52,000.00 1.000 52,000 004 TYPE III BARRICADE EA 75.0000 450.00 6.000 450 005 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 006 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 007 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 2,500.0000 2,500.00 1.000 2,500 009 TEMPORARY RAILING (TYPE K) LF 13.0000 30,420.00 2,340.000 30,420 010 TEMPORARY CRASH CUSHION MODULE EA 225.0000 4,950.00 22.000 4,950 011 TEMPORARY TRAFFIC SCREEN LF 5.0000 6,750.00 1,350.000 6,750 012 JOB SITE MANAGEMENT LS 4,000.0000 4,000.00 1.000 4,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,700.0000 2,700.00 1.000 2,700 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 9,000.00 9.000 4,500 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 3,500.00 1.000 500.00 4.000 2,000 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 017 TEMPORARY DRAINAGE INLET PROTECTION EA 50.0000 250.00 1.000 50.00 8.000 400 018 TEMPORARY FIBER ROLL LF 2.8000 3,332.00 1,100.000 3,080 019 TEMPORARY GRAVEL BAG BERM LF 4.5000 3,060.00 500.000 2,250 020 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 12,000.00 1.000 2,000 021 TEMPORARY CONCRETE WASHOUT LS 1,100.0000 1,100.00 1.000 1,100 022 TEMPORARY FENCE (TYPE ESA) LF 2.1500 4,128.00 2,100.000 4,515 PROGRAM CAS145 PAGE 2 DATE 06/13/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3404 TIME 03:07 PM ESTIMATE NO. 019 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/16/18 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 06/13/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.1000 2,178.00 0.000 0 STRIPE (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 0.5500 1,826.00 3,320.000 1,826 025 REMOVE GUARDRAIL LF 12.0000 840.00 70.000 840 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 3,951.00 0.000 0 027 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.2000 528.00 0.000 0 028 REMOVE PAVEMENT MARKER EA 1.1000 451.00 0.000 0 029 REMOVE ROADSIDE SIGN EA 100.0000 1,100.00 0.000 0 030 REMOVE ROADSIDE SIGN EA 50.0000 200.00 4.000 200.00 4.000 200 (STRAP AND SADDLE BRACKET METHOD) 031 REMOVE SIGN STRUCTURE (EA) EA 6,000.0000 6,000.00 1.000 6,000 032 REMOVE PIPE (LF) LF 30.0000 16,800.00 560.000 16,800 033 REMOVE INLET EA 500.0000 3,500.00 12.000 6,000 034 REMOVE DELINEATOR EA 20.0000 480.00 0.000 0 035 RECONSTRUCT GUARDRAIL (WOOD POST) LF 86.0000 5,160.00 0.000 0 036 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 31.0000 15,190.00 590.420 18,303 038 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 25.0000 775.00 0.000 0 039 REMOVE CONCRETE (CHANNEL) CY 175.0000 525.00 3.000 525 040 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 175.0000 2,100.00 0.000 0 041 CLEARING AND GRUBBING (LS) LS 6,000.0000 6,000.00 1.000 6,000 042 ROADWAY EXCAVATION CY 52.0000 256,360.00 420.000 21,840.00 5,350.000 278,200 043 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 62.0000 27,590.00 445.000 27,590 (F) 044 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 225.0000 16,650.00 84.000 18,900 (F) 045 DITCH EXCAVATION CY 330.0000 1,650.00 5.000 1,650 046 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 550.00 1.000 550 047 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7500 34,800.00 3,198.000 2,398.50 36,698.000 27,523 048 HYDROMULCH SQFT 0.0700 3,248.00 46,400.000 3,248 049 FIBER ROLLS LF 2.8000 12,600.00 4,500.000 12,600 PROGRAM CAS145 PAGE 3 DATE 06/13/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3404 TIME 03:07 PM ESTIMATE NO. 019 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/16/18 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 06/13/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HYDROSEED SQFT 0.1800 8,352.00 46,400.000 8,352 051 CLASS 2 AGGREGATE SUBBASE CY 69.0000 40,020.00 40.000 2,760.00 620.000 42,780 052 CLASS 2 AGGREGATE BASE (CY) CY 69.0000 41,400.00 50.000 3,450.00 650.000 44,850 053 HOT MIX ASPHALT (TYPE A) TON 93.0000 61,380.00 37.420 3,480.06 879.540 81,797 054 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 136.0000 43,520.00 515.780 70,146 055 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 222.0000 31,080.00 265.760 58,998 (OPEN GRADED FRICTION COURSE) 056 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 3,640.00 581.000 4,067 057 PLACE HOT MIX ASPHALT SQYD 100.0000 8,400.00 72.220 7,222 (MISCELLANEOUS AREA) 058 TACK COAT TON 890.0000 267.00 1.000 890 059 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 060 SOIL NAIL LF 28.0000 156,352.00 5,584.000 156,352 061 54" CAST-IN-DRILLED-HOLE CONCRETE LF 485.0000 25,220.00 52.000 25,220 PILE (SIGN FOUNDATION) 062 STRUCTURAL CONCRETE, RETAINING WALL CY 1,200.0000 295,200.00 283.000 339,600 (F) 063 MINOR CONCRETE (MINOR STRUCTURE) CY 1,875.0000 63,750.00 29.330 54,993 (F) 064 FRACTURED RIB TEXTURE SQFT 18.0000 71,298.00 4,961.000 89,298 (F) 065 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6000 35,667.20 26,592.000 42,547 (F) 066 STRUCTURAL SHOTCRETE CY 710.0000 49,700.00 70.000 49,700 (F) 067 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5500 83,932.65 23,643.000 83,932 (F) 068 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1600 3,782.88 23,643.000 3,782 (F) 069 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 336.00 12.000 336 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 312.00 24.000 312 (0.063"-UNFRAMED) 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 812.00 58.000 812 (0.080"-UNFRAMED) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,260.00 90.000 1,260 (0.063"-FRAMED) 073 ROADSIDE SIGN - ONE POST EA 350.0000 3,500.00 10.000 3,500 074 ROADSIDE SIGN - TWO POST EA 800.0000 6,400.00 8.000 6,400 075 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 525.00 3.000 525 METHOD) 076 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.0000 10,400.00 400.000 10,400 FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 4 DATE 06/13/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3404 TIME 03:07 PM ESTIMATE NO. 019 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/16/18 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 06/13/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 689.00 53.000 689 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 650.00 50.000 650 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 079 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.8000 2,400.00 500.000 2,400 080 18" ALTERNATIVE PIPE CULVERT LF 65.0000 23,400.00 38.000 2,470 081 24" ALTERNATIVE PIPE CULVERT LF 75.0000 67,500.00 892.000 66,900 082 30" ALTERNATIVE PIPE CULVERT LF 200.0000 1,200.00 6.000 1,200 083 18" BITUMINOUS COATED CORRUGATED STEEL LF 65.0000 780.00 12.000 780 PIPE (.079" THICK) 084 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 25.0000 1,250.00 0.000 0 085 18" BITUMINOUS COATED CORRUGATED STEEL LF 200.0000 3,200.00 16.000 3,200 PIPE RISER (.079" THICK) 086 36" PRECAST CONCRETE PIPE MANHOLE LF 200.0000 2,200.00 11.000 2,200 087 CONCRETE (CHANNEL LINING) CY 1,200.0000 2,640.00 2.000 2,400 088 MINOR CONCRETE (GUTTER) (LF) LF 36.0000 6,120.00 170.000 6,120 089 MINOR CONCRETE (GUTTER AND APRON) LF 44.0000 44,000.00 1,000.000 44,000 (LF) 090 DETECTABLE WARNING SURFACE SQFT 32.0000 960.00 0.000 0 091 MINOR CONCRETE (MISCELLANEOUS CY 550.0000 5,500.00 0.000 0 CONSTRUCTION) 092 MISCELLANEOUS IRON AND STEEL LB 1.5000 10,303.50 2,210.000 3,315.00 5,565.000 8,347 (F) 093 DELINEATOR (CLASS 1) EA 45.0000 1,800.00 40.000 1,800 094 CABLE RAILING LF 17.0000 17,000.00 1,000.000 17,000 (F) 095 CONCRETE BARRIER (TYPE 60) LF 125.0000 20,000.00 160.000 20,000 096 CONCRETE BARRIER (TYPE 60C) LF 92.0000 4,048.00 44.000 4,048 097 CONCRETE BARRIER (TYPE 60D) LF 72.0000 72,000.00 8.000 576.00 1,008.000 72,576 098 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6600 693.00 1,050.000 693 099 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 330.00 300.000 330 100 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 7,425.00 -12,150.000 -66,825.00 1,350.000 7,425 (ENHANCED WET NIGHT VISIBILITY) 101 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 3,399.00 3,090.000 3,399 (ENHANCED WET NIGHT VISIBILITY) 102 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 15.40 28.000 15 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) PROGRAM CAS145 PAGE 5 DATE 06/13/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3404 TIME 03:07 PM ESTIMATE NO. 019 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/16/18 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 06/13/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 847.00 1,540.000 847 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 104 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 3,278.00 1,490.000 3,278 (ENHANCED WET NIGHT VISIBILITY) 105 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.5000 1,100.00 200.000 1,100 106 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.8000 3,168.00 360.000 3,168 107 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,300.0000 1,300.00 1.000 1,300 SYSTEM ELEMENTS DURING CONSTRUCTION 108 LIGHTING (TEMPORARY) LS 6,000.0000 6,000.00 1.000 6,000 109 MODIFY SIGNAL AND LIGHTING LS 7,600.0000 7,600.00 1.000 7,600 110 MODIFY LIGHTING AND SIGN ILLUMINATION LS 91,000.0000 91,000.00 1.000 91,000 111 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 112 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 1,530.00 34.000 1,530 113 REMOVE PAINTED TRAFFIC STRIPE LF 0.4400 2,217.60 0.000 0 114 REMOVE PAINTED PAVEMENT MARKING SQFT 2.2000 1,012.00 0.000 0 115 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2800 1,920.80 2,278.000 637 116 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.7500 1,265.00 0.000 0 117 RELOCATE ROADSIDE SIGN-ONE POST EA 300.0000 300.00 1.000 300 PROGRAM CAS145 PAGE 6 DATE 06/13/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3404 TIME 03:07 PM ESTIMATE NO. 019 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/16/18 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 06/13/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -28,255.44 2,133,223.76 ADJUSTMENT OF COMPENSATION 4,507.49 4,507.49 EXTRA WORK 1,564.48 83,439.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION -22,183.47 2,221,170.38 118 MOBILIZATION LS 180,000.0000 180,000.00 1.000 180,000 ORIGINAL CONTRACT AMOUNT 2,219,115.03 TOTAL WORK COMPLETED -22,183.47 2,401,170.38 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 20,000.00 -147,000.00 TOTAL -2,183.47 2,254,170.38 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 04/18/16 225 09/01/16 06/13/16 02/16/18 315 102 58 0 100% 100% WU, ADRIAN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/13/18