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 10/22/19 EST. NO. 007 TIME 10:56 AM R.E. NAME: NGUYEN, VERNON 04-151484 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0001 8,249.53 E.W. @ F.A.(+) 071119 N 0029.0 0002 1,062.67 071219 N 0035.0 0003 1,074.95 071719 N 0037.0 013 0001 29,817.81 E.W. @ L.S.(+) 102119 N RFC007 40,204.96 TOTAL THIS ESTIMATE 70,794.57 TOTAL PREVIOUS ESTIMATE 110,999.53 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 10/22/19 EST. NO. 007 TIME 10:56 AM R.E. NAME: NGUYEN, VERNON 04-151484 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151484 TIME 10:56 AM ESTIMATE NO. 007 BID OPENING 01/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 10/22/19 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-880 ----------------------- 04-ALA-84 GHILOTTI CONSTRUCTION CO. IN ALAMEDA COUNTY IN FREMONT AND INC. NEWARK AT VARIOUS LOCATINS ON RTE 246 GHILOTTI AVENUE 880 FR AUTO MALL PKWY OC TO MOWRY SANTA ROSA CA 95407 AVE OC AND ON RTE 84 FR THORNTON AVE OC TO NEWARK BLVD UC FED. AID NO. IM- ( ) ,NH- ( ) WIDEN RAMPS AND INSTALL RAMP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,285.0000 2,285.00 1.000 2,285 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.150 750.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,500.0000 455,000.00 20.000 70,000.00 100.000 350,000 004 CONSTRUCTION AREA SIGNS LS 23,300.0000 23,300.00 0.700 16,310 005 TRAFFIC CONTROL SYSTEM LS 276,000.0000 276,000.00 0.200 55,200.00 0.750 207,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.5000 73,200.00 22,486.000 33,729.00 44,937.000 67,405 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 5,180.00 108.000 3,780.00 191.000 6,685 008 TEMPORARY PAVEMENT MARKER EA 15.0000 11,400.00 430.000 6,450.00 774.000 11,610 009 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 15,000.0000 15,000.00 0.700 10,500.00 0.700 10,500 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 45,000.0000 45,000.00 0.200 9,000.00 0.750 33,750 011 TEMPORARY RAILING (TYPE K) LF 25.0000 360,000.00 2,280.000 57,000.00 14,287.000 357,175 012 TEMPORARY CRASH CUSHION MODULE EA 500.0000 34,000.00 17.000 8,500.00 51.000 25,500 013 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,000.0000 78,000.00 16.000 48,000.00 27.000 81,000 (TL-3) 014 JOB SITE MANAGEMENT LS 18,000.0000 18,000.00 0.200 3,600.00 0.750 13,500 015 PREPARE STORM WATER POLLUTION PREVENTION LS 1,650.0000 1,650.00 0.150 247.50 0.750 1,237 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 31,500.00 1.000 500 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 15,500.00 2.000 1,000 018 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 019 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 14,100.00 0.000 0 (BONDED FIBER MATRIX) 020 TEMPORARY COVER SQYD 8.0000 3,840.00 0.000 0 021 TEMPORARY CHECK DAM LF 10.0000 3,900.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 6,250.00 11.000 2,750.00 25.000 6,250 PROGRAM CAS145 PAGE 2 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151484 TIME 10:56 AM ESTIMATE NO. 007 BID OPENING 01/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 4.0000 19,160.00 2,500.000 10,000.00 2,500.000 10,000 024 TEMPORARY GRAVEL BAG BERM LF 14.0000 5,600.00 0.000 0 025 TEMPORARY SILT FENCE LF 4.0000 11,160.00 1,640.000 6,560.00 2,790.000 11,160 026 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 24,000.00 2.000 8,000.00 6.000 24,000 027 STREET SWEEPING LS 600.0000 600.00 0.200 120.00 0.750 450 028 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.200 1,000.00 0.750 3,750 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 6,050.00 1,273.000 1,273.00 2,626.000 2,626 STRIPE (HAZARDOUS WASTE) 030 TREATED WOOD WASTE LB 0.2500 2,425.00 12,580.000 3,145.00 18,220.000 4,555 031 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 21,150.00 4,307.000 21,535 032 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 0.150 4,500.00 1.000 30,000 033 ROADWAY EXCAVATION CY 65.0000 1,131,000.00 4,058.000 263,770.00 16,200.000 1,053,000 034 DITCH EXCAVATION CY 100.0000 8,100.00 37.000 3,700.00 37.000 3,700 035 CHECK AND TEST EXISTING IRRIGATION LS 12,500.0000 12,500.00 0.750 9,375 FACILITIES 036 OPERATE EXISTING IRRIGATION FACILITIES LS 15,000.0000 15,000.00 0.200 3,000.00 0.750 11,250 037 REMOVE IRRIGATION FACILITY LS 15,000.0000 15,000.00 0.200 3,000.00 0.750 11,250 038 CONTROL AND NEUTRAL CONDUCTORS LS 10,000.0000 10,000.00 0.000 0 039 3" PLASTIC PIPE (CLASS 315) LF 30.0000 15,600.00 0.000 0 (SUPPLY LINE) 040 8" CORRUGATED HIGH DENSITY LF 90.0000 43,200.00 195.000 17,550 POLYETHYLENE PIPE CONDUIT 041 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 934.0000 3,736.00 1.000 934.00 1.000 934 042 HYDROMULCH SQFT 0.0700 3,913.00 30,316.000 2,122.12 30,316.000 2,122 043 FIBER ROLLS LF 3.0500 9,699.00 850.000 2,592.50 850.000 2,592 044 HYDROSEED SQFT 0.1100 6,149.00 30,316.000 3,334.76 30,316.000 3,334 045 CLASS 2 AGGREGATE BASE (CY) CY 55.0000 566,500.00 3,290.000 180,950.00 9,540.000 524,700 046 ASPHALT TREATED PERMEABLE BASE CY 225.0000 353,250.00 1,258.000 283,050 047 REPLACE ASPHALT CONCRETE SURFACING CY 350.0000 259,000.00 0.000 0 048 PRIME COAT TON 2,100.0000 3,570.00 0.000 0 049 HOT MIX ASPHALT (TYPE A) TON 110.0000 860,200.00 2,970.000 326,700.00 6,244.940 686,943 PROGRAM CAS145 PAGE 3 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151484 TIME 10:56 AM ESTIMATE NO. 007 BID OPENING 01/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 150.0000 369,000.00 0.000 0 051 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 150.0000 247,500.00 0.000 0 (OPEN GRADED FRICTION COURSE) 052 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.2700 2,088.40 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.2700 4,403.80 0.000 0 054 PLACE HOT MIX ASPHALT SQYD 75.0000 900.00 0.000 0 (MISCELLANEOUS AREA) 055 TACK COAT TON 1,200.0000 57,600.00 12.840 15,408 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 85,050.00 0.000 0 057 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,000.0000 41,500.00 2.300 11,500.00 7.300 36,500 (F) 058 SOUND WALL GAP CLOSURE LS 50,000.0000 50,000.00 0.000 0 059 18" ALTERNATIVE PIPE CULVERT LF 200.0000 110,000.00 150.000 30,000.00 550.000 110,000 060 24" ALTERNATIVE PIPE CULVERT LF 225.0000 22,500.00 0.000 0 061 3" PLASTIC PIPE (EDGE DRAIN) LF 18.0000 75,600.00 160.000 2,880.00 4,800.000 86,400 062 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 50.0000 14,000.00 20.000 1,000.00 280.000 14,000 063 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 200.0000 32,000.00 40.000 8,000.00 160.000 32,000 064 12" ALTERNATIVE FLARED END SECTION EA 800.0000 1,600.00 2.000 1,600 065 18" ALTERNATIVE FLARED END SECTION EA 800.0000 4,000.00 1.000 800.00 5.000 4,000 066 ABANDON CULVERT (LF) LF 75.0000 3,600.00 48.000 3,600.00 48.000 3,600 067 ABANDON INLET EA 1,000.0000 2,000.00 2.000 2,000.00 2.000 2,000 068 REMOVE CULVERT (LF) LF 20.0000 13,000.00 130.000 2,600.00 540.000 10,800 069 REMOVE INLET EA 1,800.0000 1,800.00 1.000 1,800.00 1.000 1,800 070 REMOVE FLARED END SECTION (EA) EA 400.0000 2,800.00 1.000 400.00 7.000 2,800 071 ADJUST INLET EA 3,000.0000 3,000.00 0.000 0 072 DETECTABLE WARNING SURFACE SQFT 25.0000 5,500.00 0.000 0 073 MINOR CONCRETE (CURB, SIDEWALK AND CY 900.0000 64,800.00 15.000 13,500.00 15.000 13,500 CURB RAMP) 074 REMOVE CONCRETE LF 75.0000 36,750.00 300.000 22,500.00 300.000 22,500 (CURB, GUTTER, AND SIDEWALK) (LF) 075 PRE/POST CONSTRUCTION SURVEYS EA 1,150.0000 11,500.00 0.000 0 076 MISCELLANEOUS IRON AND STEEL LB 5.0000 14,130.00 2,500.000 12,500.00 2,500.000 12,500 (F) PROGRAM CAS145 PAGE 4 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151484 TIME 10:56 AM ESTIMATE NO. 007 BID OPENING 01/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE PAVEMENT MARKER EA 1.0000 1,150.00 1,160.000 1,160.00 2,858.000 2,858 078 DELINEATOR (CLASS 1) EA 40.0000 3,360.00 0.000 0 079 PAVEMENT MARKER (RETROREFLECTIVE) EA 15.0000 15,450.00 0.000 0 080 REMOVE ROADSIDE SIGN EA 80.0000 4,240.00 0.000 0 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.7500 11,550.00 0.000 0 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.7500 3,900.00 0.000 0 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.7500 621.25 0.000 0 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 084 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2500 7,437.50 0.000 0 085 ROADSIDE SIGN - ONE POST EA 250.0000 20,750.00 0.000 0 086 ROADSIDE SIGN - TWO POST EA 350.0000 1,400.00 0.000 0 087 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 5,520.00 0.000 0 METHOD) 088 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 35.0000 21,000.00 563.000 19,705 089 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 35,750.00 480.000 31,200 090 CONCRETE BARRIER (TYPE 50) LF 1,530.0000 18,360.00 0.000 0 091 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 2,400.00 1.000 1,200 092 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 10,000.00 1.000 5,000 093 ALTERNATIVE CRASH CUSHION EA 40,000.0000 120,000.00 1.000 40,000 094 CONCRETE BARRIER (ANCHOR BLOCK) LF 755.0000 7,550.00 10.000 7,550 095 CONCRETE BARRIER (TYPE 60MSF MODIFIED) LF 484.0000 130,680.00 0.000 0 096 CONCRETE BARRIER (TYPE 60MSC) LF 140.7000 91,455.00 0.000 0 097 REMOVE GUARDRAIL LF 14.0000 8,820.00 638.000 8,932.00 1,151.000 16,114 098 REMOVE CONCRETE BARRIER LF 400.0000 4,800.00 14.000 5,600.00 14.000 5,600 099 THERMOPLASTIC PAVEMENT MARKING SQFT 15.0000 83,700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 100 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 17,380.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 101 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 11,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 5 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151484 TIME 10:56 AM ESTIMATE NO. 007 BID OPENING 01/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 61,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 103 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 420.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 104 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.4000 57,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 105 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 5,940.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 106 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 10,800.00 13,309.000 6,654 107 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 2,450.00 484.000 2,420.00 484.000 2,420 108 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.250 1,250.00 0.450 2,250 SYSTEM ELEMENTS DURING CONSTRUCTION 109 TEMPORARY LIGHTING SYSTEM LS 206,150.0000 206,150.00 0.210 43,291.50 0.990 204,088 110 TEMPORARY RAMP METERING SYSTEM LS 457,900.0000 457,900.00 0.170 77,843.00 0.990 453,321 111 TEMPORARY SIGNAL SYSTEM (LS) LS 26,220.0000 26,220.00 0.890 23,335.80 1.000 26,220 112 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,117,740.0000 2,117,740.00 0.160 338,838.40 0.440 931,805 PROGRAM CAS145 PAGE 6 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151484 TIME 10:56 AM ESTIMATE NO. 007 BID OPENING 01/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,749,958.58 6,040,730.38 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 40,204.96 110,999.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,790,163.54 6,151,729.91 113 MOBILIZATION LS 1,000,000.0000 1,000,000.00 0.050 50,000.00 1.000 1,000,000 ORIGINAL CONTRACT AMOUNT 10,788,182.95 TOTAL WORK COMPLETED 1,840,163.54 7,151,729.91 MATERIALS ON HAND ON SITE 58,380.20 DEDUCTIONS 0.00 0.00 TOTAL 1,840,163.54 7,210,110.11 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 03/04/19 130 04/29/19 03/19/19 12/05/19 100 22 0 0 63% 77% PROGRESS IS SATISFACTORY NGUYEN, VERNON RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/19