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 12/20/19 EST. NO. 009 TIME 04:41 PM 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 --------------------------------------------------------------------------- 001 0025 13,455.45 E.W. @ F.A.(+) 091919 N 0059.0 0027 1,947.96 100719 N 0066.0 0028 443.29 100919 N 0067.0 0029 356.57 101019 N 0068.0 0030 316.95 101119 N 0069.0 0031 198.10 101619 N 0070.0 0032 316.94 102219 N 0071.0 0033 1,318.33 102219 N 0072.0 0034 836.05 102319 N 0073.0 0035 843.91 102419 N 0074.0 0036 639.62 102519 N 0075.0 0037 277.38 103119 N 0076.0 0038 363.44 110519 N 0077.0 0039 1,273.96 112719 N 0078.0 0040 335.39 120219 N 0079.0 0041 158.47 071719 N 0036.1 003 0001 3,720.51 E.W. @ F.A.(+) 071019 N 0085.0 0002 2,856.50 102319 N 0086.0 004 0001 1,100.00 E.W. @ F.A.(+) 072919 N 0094.0 0002 1,200.00 072919 N 0087.0 0003 1,100.00 072919 N 0088.0 0004 1,100.00 102219 N 0095.0 0005 1,000.00 102119 N 0096.0 0006 1,000.00 102119 N 0097.0 005 0001 278.29 E.W. @ F.A.(+) 113019 N 0092.0 0002 320.72 120119 N 0093.0 0003 111.80 120219 N 0098.0 0004 739.76 120419 N 0099.0 0005 283.10 112719 N 0089.0 0006 320.72 112819 N 0090.0 0007 320.72 112919 N 0091.0 006 0032 16,434.52 E.W. @ F.A.(+) 061719 N 0010.1 0032-1 -16,434.52 061719 N 0010.1 DAO CORRECTING ENTRY 0033 20,301.42 061819 N 0011.1 0034 3,991.83 062719 N 0019.1 007 0007 2,423.08 E.W. @ F.A.(+) 102219 N 0100.2 008 0001 1,181.99 E.W. @ F.A.(+) 101019 N 0101.0 009 0001 4,408.74 E.W. @ F.A.(+) 102119 N 0106.0 0002 4,110.24 102219 N 0107.0 0003 4,214.76 102319 N 0108.0 0004 5,189.87 102419 N 0109.0 0005 1,428.83 103119 N 0110.0 0006 1,217.69 110419 N 0111.0 0007 1,185.02 111919 N 0114.0 0009 9,825.28 110519 N 0113.0 0010 8,821.95 111119 N 0129.0 0011 4,138.34 111219 N 0130.0 0012 4,138.34 111319 N 0131.0 0013 4,753.28 111419 N 0132.0 015 0001 7,908.26 E.W. @ F.A.(+) 101719 N 0065.0 0002 3,369.67 111519 N 0134.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 12/20/19 EST. NO. 009 TIME 04:41 PM 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 --------------------------------------------------------------------------- 131,142.52 TOTAL THIS ESTIMATE 173,012.20 TOTAL PREVIOUS ESTIMATE 304,154.72 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 12/20/19 EST. NO. 009 TIME 04:41 PM 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 12/20/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151484 TIME 04:41 PM ESTIMATE NO. 009 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 12/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 12/20/19 LOCATION 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 0.800 4,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,500.0000 455,000.00 5.000 17,500.00 115.000 402,500 004 CONSTRUCTION AREA SIGNS LS 23,300.0000 23,300.00 0.100 2,330.00 0.800 18,640 005 TRAFFIC CONTROL SYSTEM LS 276,000.0000 276,000.00 0.040 11,040.00 0.850 234,600 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.5000 73,200.00 44,937.000 67,405 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 5,180.00 191.000 6,685 008 TEMPORARY PAVEMENT MARKER EA 15.0000 11,400.00 774.000 11,610 009 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 15,000.0000 15,000.00 1.000 15,000 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 45,000.0000 45,000.00 0.040 1,800.00 0.850 38,250 011 TEMPORARY RAILING (TYPE K) LF 25.0000 360,000.00 15,540.000 388,500 012 TEMPORARY CRASH CUSHION MODULE EA 500.0000 34,000.00 68.000 34,000 013 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,000.0000 78,000.00 28.000 84,000 (TL-3) 014 JOB SITE MANAGEMENT LS 18,000.0000 18,000.00 0.040 720.00 0.850 15,300 015 PREPARE STORM WATER POLLUTION PREVENTION LS 1,650.0000 1,650.00 0.040 66.00 0.850 1,402 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 31,500.00 2.000 1,000.00 3.000 1,500 017 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 3,840.00 480.000 3,840 021 TEMPORARY CHECK DAM LF 10.0000 3,900.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 6,250.00 25.000 6,250 PROGRAM CAS145 PAGE 2 DATE 12/20/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151484 TIME 04:41 PM ESTIMATE NO. 009 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 12/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 12/20/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 19,160.00 300.000 1,200.00 5,090.000 20,360 024 TEMPORARY GRAVEL BAG BERM LF 14.0000 5,600.00 0.000 0 025 TEMPORARY SILT FENCE LF 4.0000 11,160.00 2,790.000 11,160 026 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 24,000.00 6.000 24,000 027 STREET SWEEPING LS 600.0000 600.00 0.040 24.00 0.850 510 028 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.040 200.00 0.850 4,250 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 6,050.00 2,626.000 2,626 STRIPE (HAZARDOUS WASTE) 030 TREATED WOOD WASTE LB 0.2500 2,425.00 3,560.000 890.00 21,780.000 5,445 031 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 1.000 30,000 033 ROADWAY EXCAVATION CY 65.0000 1,131,000.00 16,500.000 1,072,500 034 DITCH EXCAVATION CY 100.0000 8,100.00 81.000 8,100 035 CHECK AND TEST EXISTING IRRIGATION LS 12,500.0000 12,500.00 0.250 3,125.00 1.000 12,500 FACILITIES 036 OPERATE EXISTING IRRIGATION FACILITIES LS 15,000.0000 15,000.00 0.250 3,750.00 1.000 15,000 037 REMOVE IRRIGATION FACILITY LS 15,000.0000 15,000.00 0.250 3,750.00 1.000 15,000 038 CONTROL AND NEUTRAL CONDUCTORS LS 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000 039 3" PLASTIC PIPE (CLASS 315) LF 30.0000 15,600.00 609.000 18,270.00 609.000 18,270 (SUPPLY LINE) 040 8" CORRUGATED HIGH DENSITY LF 90.0000 43,200.00 89.000 8,010.00 569.000 51,210 POLYETHYLENE PIPE CONDUIT 041 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 934.0000 3,736.00 1.000 934.00 2.000 1,868 042 HYDROMULCH SQFT 0.0700 3,913.00 34,300.000 2,401.00 64,616.000 4,523 043 FIBER ROLLS LF 3.0500 9,699.00 2,784.000 8,491.20 3,634.000 11,083 044 HYDROSEED SQFT 0.1100 6,149.00 34,300.000 3,773.00 64,616.000 7,107 045 CLASS 2 AGGREGATE BASE (CY) CY 55.0000 566,500.00 250.000 13,750.00 10,000.000 550,000 046 ASPHALT TREATED PERMEABLE BASE CY 225.0000 353,250.00 1,475.000 331,875 047 REPLACE ASPHALT CONCRETE SURFACING CY 350.0000 259,000.00 740.000 259,000 048 PRIME COAT TON 2,100.0000 3,570.00 1.700 3,570 049 HOT MIX ASPHALT (TYPE A) TON 110.0000 860,200.00 1,078.680 118,654.80 8,518.680 937,054 PROGRAM CAS145 PAGE 3 DATE 12/20/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151484 TIME 04:41 PM ESTIMATE NO. 009 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 12/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 12/20/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 369,000.00 952.060 142,809.00 2,952.060 442,809 051 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 150.0000 247,500.00 -131.910 -19,786.50 1,318.090 197,713 (OPEN GRADED FRICTION COURSE) 052 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.2700 2,088.40 7,300.000 16,571.00 7,300.000 16,571 053 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 47.840 57,408 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 85,050.00 17,000.000 59,500 057 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,000.0000 41,500.00 10.200 51,000 (F) 058 SOUND WALL GAP CLOSURE LS 50,000.0000 50,000.00 0.000 0 059 18" ALTERNATIVE PIPE CULVERT LF 200.0000 110,000.00 550.000 110,000 060 24" ALTERNATIVE PIPE CULVERT LF 225.0000 22,500.00 14.000 3,150.00 14.000 3,150 061 3" PLASTIC PIPE (EDGE DRAIN) LF 18.0000 75,600.00 4,800.000 86,400 062 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 50.0000 14,000.00 280.000 14,000 063 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 200.0000 32,000.00 160.000 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 5.000 4,000 066 ABANDON CULVERT (LF) LF 75.0000 3,600.00 48.000 3,600 067 ABANDON INLET EA 1,000.0000 2,000.00 2.000 2,000 068 REMOVE CULVERT (LF) LF 20.0000 13,000.00 540.000 10,800 069 REMOVE INLET EA 1,800.0000 1,800.00 1.000 1,800 070 REMOVE FLARED END SECTION (EA) EA 400.0000 2,800.00 7.000 2,800 071 ADJUST INLET EA 3,000.0000 3,000.00 1.000 3,000.00 3.000 9,000 072 DETECTABLE WARNING SURFACE SQFT 25.0000 5,500.00 60.000 1,500.00 220.000 5,500 073 MINOR CONCRETE (CURB, SIDEWALK AND CY 900.0000 64,800.00 25.000 22,500.00 90.000 81,000 CURB RAMP) 074 REMOVE CONCRETE LF 75.0000 36,750.00 -180.000 -13,500.00 610.000 45,750 (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 14,130.00 978.000 4,890.00 3,478.000 17,390 (F) PROGRAM CAS145 PAGE 4 DATE 12/20/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151484 TIME 04:41 PM ESTIMATE NO. 009 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 12/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 12/20/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 11,550.00 110.060 963.03 110.060 963 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.7500 3,900.00 132.600 1,292.85 132.600 1,292 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.7500 621.25 35.000 621.25 35.000 621 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 084 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2500 7,437.50 277.660 1,180.06 277.660 1,180 085 ROADSIDE SIGN - ONE POST EA 250.0000 20,750.00 16.000 4,000.00 16.000 4,000 086 ROADSIDE SIGN - TWO POST EA 350.0000 1,400.00 2.000 700.00 2.000 700 087 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 14.000 21,420 091 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 2.000 80,000.00 3.000 120,000 094 CONCRETE BARRIER (ANCHOR BLOCK) LF 755.0000 7,550.00 10.000 7,550 095 CONCRETE BARRIER (TYPE 60MSF MODIFIED) LF 484.0000 130,680.00 270.000 130,680 096 CONCRETE BARRIER (TYPE 60MSC) LF 140.7000 91,455.00 550.000 77,385.00 650.000 91,455 097 REMOVE GUARDRAIL LF 14.0000 8,820.00 1,391.000 19,474 098 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 12/20/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151484 TIME 04:41 PM ESTIMATE NO. 009 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 12/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 12/20/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,420 108 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.150 750.00 0.800 4,000 SYSTEM ELEMENTS DURING CONSTRUCTION 109 TEMPORARY LIGHTING SYSTEM LS 206,150.0000 206,150.00 0.990 204,088 110 TEMPORARY RAMP METERING SYSTEM LS 457,900.0000 457,900.00 0.990 453,321 111 TEMPORARY SIGNAL SYSTEM (LS) LS 26,220.0000 26,220.00 1.000 26,220 112 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,117,740.0000 2,117,740.00 0.200 423,548.00 0.780 1,651,837 PROGRAM CAS145 PAGE 6 DATE 12/20/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151484 TIME 04:41 PM ESTIMATE NO. 009 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 12/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 12/20/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 977,652.69 8,836,548.27 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 131,142.52 304,154.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,108,795.21 9,140,702.99 113 MOBILIZATION LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 ORIGINAL CONTRACT AMOUNT 10,788,182.95 TOTAL WORK COMPLETED 1,108,795.21 10,140,702.99 MATERIALS ON HAND ON SITE -58,380.20 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,050,415.01 10,140,702.99 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 02/04/20 115 52 10 0 87% 82% PROGRESS IS SATISFACTORY NGUYEN, VERNON RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/19