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 08/22/19 EST. NO. 013 TIME 10:19 AM R.E. NAME: TON, T. 07-3009U4 --------------------------------------------------------------------------- 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 0053 2,708.56 E.W. @ F.A.(+) 081418 N 0090.0 0064 2,310.39 110718 N 0118.0 0067 748.00 010919 N 0126.0 0071 748.00 110618 N 0154.0 0072 4,369.88 110818 N 0182.0 0073 1,480.12 111418 N 0183.0 0074 1,480.12 111618 N 0184.0 0076 1,014.37 013019 N 0191.0 0077 1,816.13 022819 N 0192.0 0078 2,444.12 032119 N 0197.0 0079 3,346.84 050619 N 0204.0 0080 1,612.93 061719 N 0208.0 0081 2,492.50 061919 N 0210.0 002 0030 5,334.09 E.W. @ F.A.(+) 102318 N 0110.0 0031 3,051.05 102418 N 0111.0 0034 707.06 110518 N 0115.0 0039 609.02 010819 N 0125.0 0040 1,397.65 102318 N 0180.0 0041 1,119.86 102318 N 0181.0 007 0002 1,016.24 E.W. @ F.A.(+) 120318 N 0186.0 0003 381.29 010719 N 0187.0 0004 411.75 012219 N 0188.0 0005 411.75 012419 N 0189.0 0006 503.57 012519 N 0190.0 0007 3,523.30 031419 N 0194.0 0008 1,639.79 031519 N 0195.0 0009 1,639.79 031819 N 0196.0 0010 2,063.18 032519 N 0198.0 0011 6,878.98 032819 N 0199.0 0012 1,624.10 040119 N 0200.0 0013 3,586.32 041819 N 0201.0 0014 2,668.79 041919 N 0202.0 0015 2,730.49 050119 N 0203.0 0016 1,365.45 061819 N 0209.0 008 0002 2,448.79 E.W. @ F.A.(+) 030419 N 0193.0 71,684.27 TOTAL THIS ESTIMATE 176,620.54 TOTAL PREVIOUS ESTIMATE 248,304.81 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 08/22/19 EST. NO. 013 TIME 10:19 AM R.E. NAME: TON, T. 07-3009U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM-DBE NOV 2018 -285,890.00 005 CEM-DBE NOV 2018 285,890.00 006 CEM DBE JAN 19 -214,014.00 007 CEM DBE JAN 19 214,014.00 008 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY 1391 -100,000.00 001 1391 100,000.00 002 0.00 0.00 LABOR COMPLIANCE VIOLATION CPR AUG(10),JULY(1) -10,000.00 002 CPR AUG(10) JULY(1) 10,000.00 003 CPR SEPT (9) -9,000.00 003 CPR SEPT (9) 9,000.00 004 CPR NOV (18) -10,000.00 005 CPR DEC(4) JAN(2) -6,000.00 007 CPR NOV (18) 10,000.00 007 CPR NOV (5) -5,000.00 007 CPR NOV (5) 5,000.00 008 CPR SEC(4) JAN(2) 6,000.00 008 CPR JAN/FEB/MAR -5,000.00 009 CPR -3,000.00 010 CPR APRIL -8,000.00 010 CPR JAN/FEB/MAR 5,000.00 010 APRIL -3,000.00 011 CPR 3,000.00 011 CPR APRIL 8,000.00 011 FEB -1,000.00 011 JAN -1,000.00 011 CPR MAY -4,000.00 012 0.00 -9,000.00 TOTAL DEDUCTIONS 0.00 -9,000.00 PROGRAM CAS145 PAGE 1 DATE 08/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3009U4 TIME 10:19 AM ESTIMATE NO. 013 BID OPENING 01/25/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: TON, T. DATE OF THIS ESTIMATE 08/22/19 LOCATION PROGRESS ESTIMATE 07-LA-110-0.7/24.1 ----------------- ALL AMERICAN ASPHALT IN LOS ANGELES AND CARSON FROM 400 E SIXTH ST GAFFEY STREET TO 0.1 MILE SOUTH OF CORONA CA 92879 COLLEGE STREET OVERCROSSING FED. AID NO. ACIM- 110-1(841)E MAJOR PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 822.0000 822.00 1.000 822 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,150.0000 5,150.00 0.850 4,377 003 TIME-RELATED OVERHEAD (WDAY) WDAY 864.0000 311,040.00 182.000 157,248 004 CONSTRUCTION AREA SIGNS LS 43,050.0000 43,050.00 0.800 34,440 005 TRAFFIC CONTROL SYSTEM LS 3,275,000.0000 3,275,000.00 0.050 163,750.00 0.700 2,292,500 006 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 2,738.00 86.000 3,182 007 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 85,500.00 0.000 0 (LEFT IN PLACE) 008 TEMPORARY RAILING (TYPE K) LF 18.0000 102,960.00 5,720.000 102,960 009 TEMPORARY CRASH CUSHION MODULE EA 195.0000 7,605.00 39.000 7,605 010 JOB SITE MANAGEMENT LS 12,100.0000 12,100.00 0.820 9,922 011 PREPARE STORM WATER POLLUTION PREVENTION LS 1,030.0000 1,030.00 1.000 1,030 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 15,500.00 10.000 5,000 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 515.0000 15,965.00 10.000 5,150 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 015 TEMPORARY COVER SQYD 9.2700 11,124.00 400.000 3,708 016 TEMPORARY DRAINAGE INLET PROTECTION EA 280.0000 18,200.00 12.000 3,360.00 27.000 7,560 017 TEMPORARY FIBER ROLL LF 4.3800 70,080.00 1,000.000 4,380 018 TEMPORARY GRAVEL BAG BERM LF 4.1700 62,550.00 1,306.000 5,446 019 TEMPORARY CONSTRUCTION ENTRANCE EA 5,720.0000 22,880.00 2.000 11,440 020 STREET SWEEPING LS 82,400.0000 82,400.00 0.530 43,672 021 TEMPORARY CONCRETE WASHOUT LS 32,400.0000 32,400.00 0.050 1,620.00 0.650 21,060 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5100 39,015.00 750.000 382 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 08/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3009U4 TIME 10:19 AM ESTIMATE NO. 013 BID OPENING 01/25/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: TON, T. DATE OF THIS ESTIMATE 08/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.2100 123,270.00 35,257.000 7,403.97 483,954.000 101,630 024 REMOVE CHANNELIZER EA 3.6000 6,840.00 0.000 0 025 CLEARING AND GRUBBING (LS) LS 51,500.0000 51,500.00 0.960 49,440 026 ROADWAY EXCAVATION CY 93.7500 468,750.00 3,243.390 304,067 027 ROADWAY EXCAVATION (TYPE COM) CY 342.0000 58,140.00 262.580 89,802 (AERIALLY DEPOSITED LEAD) 028 ROADWAY EXCAVATION (TYPE Z-2) CY 283.0000 50,940.00 137.400 38,884 (AERIALLY DEPOSITED LEAD) 029 DITCH EXCAVATION CY 147.0000 7,203.00 49.000 7,203 030 SLOW-RELEASE FERTILIZER LB 10.3000 9,270.00 0.000 0 031 PLANT (GROUP A) EA 9.0100 16,218.00 0.000 0 032 PLANT ESTABLISHMENT WORK LS 13,400.0000 13,400.00 0.000 0 033 WOOD MULCH CY 51.5000 41,200.00 0.000 0 034 CHECK AND TEST EXISTING IRRIGATION LS 1,030.0000 1,030.00 0.500 515 FACILITIES 035 OPERATE EXISTING IRRIGATION FACILITIES LS 1,545.0000 1,545.00 0.500 772 036 REMOVE IRRIGATION FACILITY LS 1,545.0000 1,545.00 0.500 772 037 CONTROL AND NEUTRAL CONDUCTORS LS 1,030.0000 1,030.00 0.500 515 038 1 1/2" REMOTE CONTROL VALVE EA 670.0000 2,680.00 0.000 0 039 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 36.0000 936.00 0.000 0 040 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 47.0000 658.00 0.000 0 041 RISER SPRINKLER ASSEMBLY EA 29.0000 1,015.00 0.000 0 042 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.3800 3,504.00 0.000 0 (F) LINE) 043 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.7000 1,175.00 0.000 0 (F) LINE) 044 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.2000 1,586.00 0.000 0 (F) (SUPPLY LINE) 045 2" PLASTIC PIPE (SCHEDULE 40) LF 5.5000 3,190.00 0.000 0 (F) (SUPPLY LINE) 046 2" PLASTIC PIPE (CLASS 315) LF 6.0000 750.00 0.000 0 (F) (SUPPLY LINE) 047 BALL VALVE EA 567.0000 1,134.00 0.000 0 048 CLASS 3 AGGREGATE BASE (CY) CY 43.1200 75,460.00 1,016.180 43,817 049 LEAN CONCRETE BASE RAPID SETTING CY 331.0000 268,110.00 532.000 176,092 PROGRAM CAS145 PAGE 3 DATE 08/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3009U4 TIME 10:19 AM ESTIMATE NO. 013 BID OPENING 01/25/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: TON, T. DATE OF THIS ESTIMATE 08/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REPLACE BASE CY 605.0000 175,450.00 242.550 146,742 051 BASE BOND BREAKER (GEOSYNTHETIC) SQYD 3.2000 21,984.00 4,477.320 14,327 052 SLURRY SEAL TON 515.0000 133,900.00 0.000 0 053 PREPAVING INERTIAL PROFILER LS 2,600.0000 2,600.00 0.000 0 054 HOT MIX ASPHALT (TYPE A) TON 135.0000 17,550.00 174.230 23,521 055 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 105.0000 6,573,000.00 12,777.300 1,341,616.50 18,229.120 1,914,057 056 DATA CORE LS 8,240.0000 8,240.00 0.000 0 057 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.1000 3,255.00 0.000 0 058 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.1000 10,075.00 0.000 0 059 TACK COAT TON 618.0000 47,586.00 32.310 19,967.58 36.900 22,804 060 REMOVE ASPHALT CONCRETE DIKE LF 13.8000 81,144.00 1,761.000 24,301 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.9600 764,400.00 79,255.560 155,340.90 132,100.380 258,916 062 JOINTED PLAIN CONCRETE PAVEMENT CY 386.8000 858,696.00 1,522.000 588,709 (RSC) 063 DRILL AND BOND (DOWEL BAR) EA 10.3500 139,725.00 1,532.000 15,856.20 6,922.000 71,642 064 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 180.2400 36,048.00 11.650 2,099.80 55.120 9,934 065 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 643.0000 3,099,260.00 1,123.950 722,699.85 4,910.430 3,157,406 066 JOINT SEAL (PREFORMED COMPRESSION) LF 8.7000 58,725.00 4,333.000 37,697 067 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 22.2000 95,460.00 4,424.120 98,215 068 GRIND EXISTING CONCRETE SQYD 5.3900 3,773,000.00 66,806.630 360,087.74 656,701.380 3,539,620 PAVEMENT 069 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,100.0000 5,740.00 0.000 0 (F) 070 MINOR CONCRETE (MINOR STRUCTURE) CY 4,420.0000 910,520.00 200.900 887,978 (F) 071 DRILL AND BOND DOWEL LF 21.0000 15,330.00 1,516.000 31,836 072 RAPID SETTING CONCRETE (PATCH) CF 5,200.0000 16,120.00 0.000 0 073 REPAIR SPALLED SURFACE AREA SQFT 15,500.0000 10,850.00 0.000 0 074 REMOVE UNSOUND CONCRETE CF 10,360.0000 32,116.00 0.000 0 075 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 13,390.00 0.000 0 076 TREAT BRIDGE DECK SQFT 1.0000 13,390.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 08/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3009U4 TIME 10:19 AM ESTIMATE NO. 013 BID OPENING 01/25/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: TON, T. DATE OF THIS ESTIMATE 08/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 185.0000 27,750.00 0.000 0 078 24" REINFORCED CONCRETE PIPE LF 272.0000 13,328.00 48.000 13,056 079 24" CORRUGATED STEEL PIPE (.109" THICK) LF 267.0000 8,811.00 33.000 8,811 080 24" STEEL FLARED END SECTION EA 1,340.0000 1,340.00 1.000 1,340 081 ADJUST MANHOLE TO GRADE EA 875.0000 1,750.00 1.000 875 082 ADJUST VALVE BOX FRAME AND COVER TO EA 1,235.0000 1,235.00 0.000 0 GRADE 083 REMOVE CONCRETE (CHANNEL) CY 1,545.0000 5,871.00 3.800 5,871 084 ROCK SLOPE PROTECTION CY 376.0000 5,640.00 13.200 4,963 (F) (FACING, METHOD B) (CY) 085 CONCRETE (CHANNEL LINING) CY 1,320.0000 1,452.00 1.100 1,452 086 CONCRETE (CONCRETE APRON) CY 4,130.0000 5,782.00 1.400 5,782 087 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 196.00 37.900 151 088 DETECTABLE WARNING SURFACE SQFT 44.0000 91,960.00 2,125.850 93,537 089 MINOR CONCRETE (CURB, SIDEWALK AND CY 545.0000 239,800.00 468.500 255,332 CURB RAMP) 090 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 35.0000 67,900.00 2,089.000 73,115 091 REMOVE CONCRETE (CURB AND GUTTER) LF 23.0000 85,100.00 3,361.000 77,303 092 PRE/POST CONSTRUCTION SURVEYS EA 1,519.0000 182,280.00 60.000 91,140 093 MISCELLANEOUS IRON AND STEEL LB 4.0000 996.00 249.000 996 (F) 094 MODIFYING SIGNAL AND LIGHTING SYSTEM LS 245,000.0000 245,000.00 0.900 220,500 (CITY) 095 CHAIN LINK FENCE (TYPE CL-6) LF 139.0000 5,143.00 37.000 5,143 096 REMOVE CHAIN LINK FENCE LF 57.0000 1,710.00 0.000 0 097 REMOVE PAVEMENT MARKER EA 0.8200 91,840.00 74,043.000 60,715 098 GUARD RAILING DELINEATOR EA 33.0000 182,160.00 312.000 10,296.00 4,031.000 133,023 099 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5700 208,684.00 164.000 421 100 RELOCATE ROADSIDE SIGN EA 155.0000 465.00 0.000 0 101 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 27.2900 1,225,321.00 2,504.500 68,347.81 36,450.500 994,734 102 VEGETATION CONTROL (MINOR CONCRETE) SQYD 47.5700 761,120.00 1,493.500 71,045.80 8,203.300 390,230 103 TRANSITION RAILING (TYPE WB-31) EA 3,580.0000 501,200.00 11.000 39,380.00 104.000 372,320 PROGRAM CAS145 PAGE 5 DATE 08/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3009U4 TIME 10:19 AM ESTIMATE NO. 013 BID OPENING 01/25/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: TON, T. DATE OF THIS ESTIMATE 08/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 RETURN CAP (TYPE A) EA 258.0000 1,806.00 4.000 1,032 105 END CAP (TYPE A) EA 273.0000 15,288.00 1.000 273.00 59.000 16,107 106 END ANCHOR ASSEMBLY (TYPE SFT) EA 752.0000 82,720.00 13.000 9,776.00 80.000 60,160 107 END ANCHOR ASSEMBLY (TYPE CA) EA 742.0000 5,194.00 9.000 6,678 108 TERMINAL SYSTEM (TYPE SOFTSTOP) EA 4,100.0000 278,800.00 9.000 36,900.00 52.000 213,200 109 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 247,000.00 8.000 20,800.00 65.000 169,000 110 CONCRETE BARRIER (TYPE 732B) LF 168.0000 337,176.00 2,007.000 337,176 (F) 111 REMOVE GUARDRAIL LF 6.9500 360,705.00 5,222.000 36,292.90 49,210.000 342,009 112 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5100 235,110.00 0.000 0 113 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8200 191,880.00 0.000 0 114 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6200 17,298.00 0.000 0 (BROKEN 12-3) 115 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0900 135,651.00 0.000 0 116 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 112,680.00 0.000 0 (BROKEN 36-12) 117 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 7,704.00 0.000 0 (BROKEN 17-7) 118 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2100 113,400.00 8,785.000 1,844 119 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 1,472.00 1,128.000 451 120 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4100 55,350.00 50,474.000 20,694 121 12" RUMBLE STRIP STA 5,350.0000 6,955.00 0.000 0 (CONCRETE PAVEMENT) 122 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,600.0000 2,600.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 123 INDUCTIVE LOOP DETECTOR (EA) EA 460.0000 234,600.00 0.000 0 124 MODIFYING EXISTING ELECTRICAL SYSTEM LS 170,000.0000 170,000.00 0.900 153,000 PROGRAM CAS145 PAGE 6 DATE 08/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3009U4 TIME 10:19 AM ESTIMATE NO. 013 BID OPENING 01/25/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: TON, T. DATE OF THIS ESTIMATE 08/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,086,914.05 18,495,276.05 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 71,684.27 248,304.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,158,598.32 18,743,580.86 125 MOBILIZATION LS 829,350.0000 829,350.00 1.000 829,350 ORIGINAL CONTRACT AMOUNT 29,757,315.00 TOTAL WORK COMPLETED 3,158,598.32 19,572,930.86 MATERIALS ON HAND ON SITE -67,463.24 209,963.86 DEDUCTIONS 0.00 -9,000.00 TOTAL 3,091,135.08 19,773,894.72 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 05/16/18 360 07/11/18 00/00/00 04/09/20 145 133 0 0 64% 40% PROGRESS IS SATISFACTORY TON, T. RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/19