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 01/23/20 EST. NO. 007 TIME 11:09 AM R.E. NAME: JOHNSON, RYAN 03-3H71U4 --------------------------------------------------------------------------- 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 0020 932.83 E.W. @ F.A.(+) 091219 N 0040.0 0021 914.45 091319 N 0043.0 0022 852.76 092319 N 0044.0 0023 964.04 092419 N 0045.0 0024 1,095.62 101619 N 0046.0 0025 1,183.05 101719 N 0047.0 0026 1,621.73 101819 N 0048.0 0027 942.07 101919 N 0049.0 0028 1,077.76 102119 N 0050.0 0029 771.06 102519 N 0051.0 0030 778.89 102619 N 0052.0 007 0003 3,062.07 E.W. @ F.A.(+) 112019 N 0084.0 012 0001 38,003.25 A.C. @ L.S.(+) 011520 N 01 0 013 0001 -36,936.74 A.C. @ U.P.(-) 011520 N 01 0 15,262.84 TOTAL THIS ESTIMATE 1,066,400.42 TOTAL PREVIOUS ESTIMATE 1,081,663.26 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 01/23/20 EST. NO. 007 TIME 11:09 AM R.E. NAME: JOHNSON, RYAN 03-3H71U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H71U4 TIME 11:09 AM ESTIMATE NO. 007 BID OPENING 04/18/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 01/23/20 LOCATION PROGRESS ESTIMATE 03-BUT-70-8.8/12.1 ----------------- A. TEICHERT & SON INC. DBA IN BUTTE COUNTY ON ROUTE 70 TEICHERT CONSTRUCTION BETWEEN PALERMO ROAD AND 400 SUNRISE AVE. SUITE 300; OPHIR ROAD ROSEVILLE CA 95661 FED. AID NO. ACNH-P070(135)E CONSTRUCT TWO-WAY LEFT TURN LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.900 6,750 003 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 004 DEVELOP WATER SUPPLY LS 75,000.0000 75,000.00 1.000 75,000 005 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.950 38,000 006 TRAFFIC CONTROL SYSTEM LS 539,019.2000 539,019.20 0.898 484,039 007 TYPE III BARRICADE EA 80.9000 6,067.50 50.000 4,045 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.6400 6,661.20 1,583.000 5,762 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1900 30,780.00 121,072.000 23,003 010 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 1,100.00 11.000 1,100 011 PLASTIC TRAFFIC DRUMS EA 59.1300 15,965.10 205.000 12,121 012 TEMPORARY PAVEMENT MARKER EA 6.2100 23,722.20 2,865.000 17,791 013 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 6,000.0000 6,000.00 0.000 0 014 TEMPORARY SIGNAL AND LIGHTING LS 207,759.7100 207,759.71 0.900 186,983 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.898 17,960 016 TEMPORARY RAILING (TYPE K) LF 15.0000 469,500.00 31,340.000 470,100 017 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 55,000.00 10.000 50,000 TERMINAL SYSTEM 018 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.898 8,980 019 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 0.500 1,400 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 2,000.00 5.000 2,500.00 10.000 5,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 2,250.00 2.000 750 022 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 01/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H71U4 TIME 11:09 AM ESTIMATE NO. 007 BID OPENING 04/18/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 01/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 408.0000 2,448.00 0.000 0 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 30,500.00 0.000 0 (BONDED FIBER MATRIX) 025 TEMPORARY COVER SQYD 3.0000 91,500.00 0.000 0 026 TEMPORARY CHECK DAM LF 7.4100 1,037.40 0.000 0 027 TEMPORARY DRAINAGE INLET PROTECTION EA 259.1600 2,591.60 2.000 518 028 TEMPORARY FIBER ROLL LF 2.9000 11,600.00 0.000 0 029 TEMPORARY GRAVEL BAG BERM LF 8.8700 26,255.20 70.000 620 030 TEMPORARY SILT FENCE LF 2.4200 62,920.00 5,030.000 12,172 031 TEMPORARY CONSTRUCTION ENTRANCE EA 4,200.0000 42,000.00 4.000 16,800 032 STREET SWEEPING LS 25,000.0000 25,000.00 0.898 22,450 033 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.000 0 034 TREATED WOOD WASTE LB 0.2500 310.00 1,240.000 310 035 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 18,500.0000 18,500.00 0.102 1,887.00 1.000 18,500 036 REMOVE CONCRETE (SQYD) SQYD 30.0000 5,700.00 190.000 5,700 037 TEMPORARY HIGH-VISIBILITY FENCE LF 1.9400 8,730.00 5,270.000 10,223 038 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 1.000 100,000 039 REMOVE TREE EA 1,000.0000 2,000.00 3.000 3,000 040 ROADWAY EXCAVATION CY 21.0000 1,163,400.00 53,404.000 1,121,484 041 IMPORTED BORROW (CY) CY 1.0000 27,400.00 26,400.000 26,400 042 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 408.0000 2,448.00 3.000 1,224 043 DRY SEED (SQFT) SQFT 0.0400 8,160.00 4,000.000 160.00 224,000.000 8,960 044 BONDED FIBER MATRIX (SQFT) SQFT 0.1100 84,920.00 4,000.000 440.00 796,000.000 87,560 045 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4600 93,840.00 17,960.000 8,261.60 230,060.000 105,827 046 FIBER ROLLS LF 2.4100 55,189.00 1,880.000 4,530.80 25,220.000 60,780 047 FINISHING ROADWAY LS 43,000.0000 43,000.00 1.000 43,000 048 CLASS 2 AGGREGATE BASE (CY) CY 45.0000 1,674,000.00 37,912.500 1,706,062 049 PREPAVING INERTIAL PROFILER LS 2,250.0000 2,250.00 1.000 2,250 PROGRAM CAS145 PAGE 3 DATE 01/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H71U4 TIME 11:09 AM ESTIMATE NO. 007 BID OPENING 04/18/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 01/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HOT MIX ASPHALT (TYPE A) TON 62.0000 2,573,000.00 51,905.650 3,218,150 051 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 99.0000 2,019,600.00 21,303.590 2,109,055 052 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 98.0000 891,800.00 10,629.810 1,041,721 (OPEN GRADED FRICTION COURSE) 053 DATA CORE LS 5,000.0000 5,000.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE E)(MOD) LF 1.7500 12,495.00 7,693.000 13,462 055 PLACE HOT MIX ASPHALT SQYD 75.0000 5,250.00 88.000 6,600 (MISCELLANEOUS AREA) 056 TACK COAT TON 100.0000 12,000.00 151.710 15,171 057 REMOVE ASPHALT CONCRETE DIKE LF 3.0500 10,553.00 3,481.000 10,617 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5500 154,530.00 72,072.000 183,783 059 STRUCTURAL CONCRETE, HEADWALL CY 2,384.0200 45,296.38 7.000 16,688 (F) 060 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,367.8900 28,725.69 21.000 28,725 (F) 061 CONCRETE BACKFILL (PIPE TRENCH) CY 200.5600 3,409.52 17.000 3,409 (F) 062 42" PLASTIC PIPE LF 210.0000 33,600.00 155.000 32,550 063 12" REINFORCED CONCRETE PIPE LF 130.0000 7,540.00 58.000 7,540 064 24" REINFORCED CONCRETE PIPE LF 270.0000 89,100.00 327.600 88,452 065 27" REINFORCED CONCRETE PIPE LF 210.0000 10,290.00 0.000 0 066 30" REINFORCED CONCRETE PIPE LF 185.0000 20,350.00 154.000 28,490 067 36" REINFORCED CONCRETE PIPE LF 220.0000 39,600.00 176.500 38,830 068 42" REINFORCED CONCRETE PIPE LF 240.0000 31,200.00 202.000 48,480 069 DRAINAGE INLET MARKER EA 76.1300 228.39 3.000 228 070 12" CONCRETE FLARED END SECTION EA 900.0000 1,800.00 2.000 1,800 071 24" CONCRETE FLARED END SECTION EA 1,300.0000 9,100.00 6.000 7,800 072 27" CONCRETE FLARED END SECTION EA 1,450.0000 1,450.00 0.000 0 073 30" CONCRETE FLARED END SECTION EA 1,450.0000 4,350.00 3.000 4,350 074 42" CONCRETE FLARED END SECTION EA 6,200.0000 6,200.00 1.000 6,200 075 48" PRECAST CONCRETE PIPE MANHOLE LF 450.0000 7,650.00 0.000 0 076 REMOVE CULVERT (LF) LF 56.0000 26,320.00 466.300 26,112 PROGRAM CAS145 PAGE 4 DATE 01/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H71U4 TIME 11:09 AM ESTIMATE NO. 007 BID OPENING 04/18/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 01/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE DOWNDRAIN (EA) EA 1,100.0000 2,200.00 2.000 2,200 078 REMOVE INLET EA 935.0000 1,870.00 2.000 1,870 079 REMOVE HEADWALL EA 2,700.0000 18,900.00 5.000 13,500 080 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 695.0000 2,780.00 4.000 2,780 081 REMOVE FLARED END SECTION (EA) EA 750.0000 6,000.00 5.000 3,750 082 ROCK SLOPE PROTECTION CY 235.0000 10,105.00 43.000 10,105 (F) (LIGHT, METHOD B) (CY) 083 CONCRETE (CONCRETE APRON) CY 2,100.0000 2,100.00 0.000 0 084 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 1,290.00 86.000 1,290 085 MINOR CONCRETE (RETAINING CURB) CY 2,100.0000 4,200.00 2.000 4,200 086 DETECTABLE WARNING SURFACE SQFT 34.0000 2,856.00 84.000 2,856 087 MINOR CONCRETE (CURB AND GUTTER) CY 1,050.0000 23,100.00 22.000 23,100 088 MINOR CONCRETE (CURB RAMP) CY 1,500.0000 33,000.00 22.000 33,000 089 REMOVE CONCRETE (CURB AND GUTTER) LF 11.5000 3,680.00 320.000 3,680 090 PRE/POST CONSTRUCTION SURVEYS EA 3,500.0000 14,000.00 2.000 7,000 091 MISCELLANEOUS IRON AND STEEL LB 2.1500 4,171.00 1,940.000 4,171 (F) 092 MANHOLE FRAME AND COVER EA 618.9600 618.96 0.000 0 093 RELOCATE MAILBOX EA 253.7500 253.75 1.000 253 094 OBLITERATE SURFACING SQYD 8.4000 35,532.00 2,125.330 17,852 095 FENCE (TYPE BW, 6-STRAND, METAL POST) LF 22.6500 4,983.00 344.000 7,791 096 REMOVE FENCE (TYPE BW) LF 15.2500 3,507.50 230.000 3,507 097 DELINEATOR (CLASS 1) EA 45.6800 1,324.72 31.000 1,416 098 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.9900 14,084.70 2,417.000 9,643 099 MILEPOST MARKER EA 45.6800 593.84 13.000 593 100 MARKER (CULVERT) EA 45.6800 867.92 19.000 867 101 OBJECT MARKER (TYPE K-1) EA 45.6800 91.36 0.000 0 102 REMOVE ROADSIDE SIGN EA 101.5000 2,537.50 21.000 2,131 103 SALVAGE ROADSIDE SIGN (METAL POST) EA 243.6000 487.20 2.000 487 PROGRAM CAS145 PAGE 5 DATE 01/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H71U4 TIME 11:09 AM ESTIMATE NO. 007 BID OPENING 04/18/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 01/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 RESET ROADSIDE SIGN EA 243.6000 2,436.00 4.000 974 105 RELOCATE ROADSIDE SIGN EA 243.6000 243.60 1.000 243 106 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 24.3600 3,654.00 145.000 3,532 FOR RETROREFLECTIVE SHEETING (TYPE XI) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2100 1,037.33 73.720 1,047 (0.063"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.1700 826.58 72.390 808 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.6700 2,100.60 172.000 2,007 (0.080"-UNFRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.6700 2,334.00 192.000 2,240 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5200 444.48 23.750 439 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 112 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.5500 1,562.00 434.470 1,542 113 ROADSIDE SIGN - ONE POST EA 329.8800 6,597.60 20.000 6,597 114 ROADSIDE SIGN - TWO POST EA 558.2500 2,233.00 4.000 2,233 115 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 152.2500 1,522.50 0.000 0 METHOD) 116 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 32.8000 3,280.00 100.000 3,280 117 VEGETATION CONTROL (MINOR CONCRETE) SQYD 86.5100 8,651.00 3.000 259 118 CABLE RAILING LF 49.2000 1,820.40 20.000 984 (F) 119 END ANCHOR ASSEMBLY (TYPE SFT) EA 512.5000 512.50 1.000 512 120 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,587.5000 3,587.50 1.000 3,587 121 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7600 2,941.20 3,901.000 2,964 (ENHANCED WET NIGHT VISIBILITY) 122 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0200 16,497.00 2,407.000 16,897 (ENHANCED WET NIGHT VISIBILITY) 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 333.30 328.000 331 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 124 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 292.90 300.000 303 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 125 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 11,130.00 38,096.000 11,428 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1100 111,000.00 100,000.000 111,000 (ENHANCED WET NIGHT VISIBILITY) 127 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0200 8,160.80 4,083.000 8,247 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 6 DATE 01/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H71U4 TIME 11:09 AM ESTIMATE NO. 007 BID OPENING 04/18/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 01/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 128 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0200 606.00 321.000 648 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 129 REMOVE PAINTED TRAFFIC STRIPE (WATER LF 0.3000 4,980.00 19,520.000 5,856 BLASTING) 130 REMOVE PAINTED PAVEMENT MARKING SQFT 11.2800 6,429.60 316.000 3,564 (WATER BLASTING) 131 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 47,520.00 9,949.000 10,943 (WATER BLASTING) 132 12" RUMBLE STRIP STA 58.4200 36,220.40 648.000 37,856 (ASPHALT CONCRETE PAVEMENT) 133 SIGNAL AND LIGHTING SYSTEM LS 566,793.8200 566,793.82 0.507 287,364 134 MODIFYING EXISTING ELECTRICAL SYSTEM LS 110,519.1800 110,519.18 0.100 11,051.92 0.744 82,226 135 REMOVING EXISTING ELECTRICAL SYSTEM LS 31,460.1700 31,460.17 0.900 28,314 PROGRAM CAS145 PAGE 7 DATE 01/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H71U4 TIME 11:09 AM ESTIMATE NO. 007 BID OPENING 04/18/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 01/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 28,831.32 12,501,134.10 ADJUSTMENT OF COMPENSATION 1,066.51 533.87 EXTRA WORK 14,196.33 1,081,129.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 44,094.16 13,582,797.36 136 MOBILIZATION LS 1,373,676.0000 1,373,676.00 1.000 1,373,676 ORIGINAL CONTRACT AMOUNT 13,736,800.00 TOTAL WORK COMPLETED 44,094.16 14,956,473.36 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 44,094.16 14,956,473.36 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 05/28/19 85 06/28/19 06/28/19 01/15/20 79 59 6 0 94% 87% PROGRESS IS SATISFACTORY JOHNSON, RYAN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/23/20