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 04/22/20 EST. NO. 014 TIME 08:14 PM R.E. NAME: INORI, DOUGLAS 04-1J5614 --------------------------------------------------------------------------- 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 0047-1 -35,029.90 E.W. @ F.A.(+) 092319 N OCT150 DAO CORRECTING ENTRY 0047-2 35,029.90 092319 N OCT150 DAO CORRECTING ENTRY 0053-1 -60,157.53 100519 N OCT189 DAO CORRECTING ENTRY 0053-2 60,157.53 100519 N OCT189 DAO CORRECTING ENTRY 0104 1,821.69 021920 N MAR010 0104-1 -1,821.69 021920 N MAR010 DAO CORRECTING ENTRY 0105 728.68 022620 N MAR020 0105-1 -728.68 022620 N MAR020 DAO CORRECTING ENTRY 0106 728.68 030120 N MAR030 0106-1 -728.68 030120 N MAR030 DAO CORRECTING ENTRY 0107 728.68 030420 N MAR040 0107-1 -728.68 030420 N MAR040 DAO CORRECTING ENTRY 0108 1,185.71 021320 N MAR050 0108-1 -1,185.71 021320 N MAR050 DAO CORRECTING ENTRY 0111 87,158.72 020720 N MAR080 0113 7,865.00 032620 N APR020 005 0010-1 -2,889.05 A.C. @ L.S.(+) 021920 N FEB200 DAO CORRECTING ENTRY 0010-2 2,889.05 021920 N FEB200 DAO CORRECTING ENTRY 0011 7,841.72 031820 N MAR100 0011-1 -7,841.72 031820 N MAR100 DAO CORRECTING ENTRY 0011-2 7,342.86 031820 N MAR100 DAO CORRECTING ENTRY 006 0013 -262.11 A.C. @ L.S.(-) 041420 N APR030 011 0030 1,821.69 E.W. @ U.P (+) 021920 N XMAR01 0031 728.68 022620 N XMAR02 0032 728.68 030120 N XMAR03 0033 728.68 030420 N MAR040 0034 10,637.44 102019 N XAPR01 012 0009 -239.84 A.C. @ L.S.(-) 041420 N APR040 018 0008 2,160.30 E.W. @ L.S.(+) 041420 N APR050 021 0002 87,500.00 A.C. @ L.S.(+) 041420 N APR060 032 0001 191,178.00 A.C. @ L.S.(+) 041420 N APR080 397,348.10 TOTAL THIS ESTIMATE 2,710,314.20 TOTAL PREVIOUS ESTIMATE 3,107,662.30 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 04/22/20 EST. NO. 014 TIME 08:14 PM R.E. NAME: INORI, DOUGLAS 04-1J5614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5614 TIME 08:14 PM ESTIMATE NO. 014 BID OPENING 12/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 04/22/20 LOCATION RERUN PROGRESS ESTIMATE 04-SM-101-0.0/6.6 ----------------------- 04-SCL-101-50.6/52.6 KIEWIT INFRASTRUCTURE WEST CO IN SAN MATEO AND SANTA CLARA 4650 BUSINESS CENTER DRIVE COUNTIES BETWEEN 0.3 MILE NORTH OF FAIRFIELD, CA 94534 SAN ANTONIO ROAD INTERCHANGE AND WHIPPLE AVENUE INTERCHANGE FED. AID NO. N O N E REMOVE CONCRETE BARRIER, INSTALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 20,000.0000 20,000.00 1.000 20,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 100,000.0000 100,000.00 1.000 100,000 003 TIME RELATED OVERHEAD (MILESTONE 1) LS 3,500,000.0000 3,500,000.00 0.005 17,500.00 1.000 3,500,000 004 TIME RELATED OVERHEAD (MILESTONE 2 - LS 560,000.0000 560,000.00 0.000 0 SYSTEM INTEGRATOR COORDINATION) 005 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 1.000 100,000 006 CONSTRUCTION AREA SIGNS LS 49,688.4000 49,688.40 0.300 14,906.52 1.000 49,688 007 TRAFFIC CONTROL SYSTEM LS 3,500,000.0000 3,500,000.00 1.000 3,500,000 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 20.0000 30,400.00 1,452.000 29,040 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.4000 924,000.00 377,316.000 905,558 010 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 18,690.00 702.000 24,570 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 200,000.0000 200,000.00 1.000 200,000 012 TEMPORARY RAILING (TYPE K) LF 45.0000 4,374,000.00 101,340.000 4,560,300 013 TEMPORARY CRASH CUSHION MODULE EA 320.0000 387,200.00 1,739.000 556,480 014 JOB SITE MANAGEMENT LS 1,300,000.0000 1,300,000.00 1.000 1,300,000 015 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 1.000 10,000 PLAN 016 RAIN EVENT ACTION PLAN EA 450.0000 5,850.00 4.000 1,800.00 10.000 4,500 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 21,000.00 2.000 2,000 018 STORM WATER ANNUAL REPORT EA 5,000.0000 10,000.00 1.000 5,000.00 2.000 10,000 019 MOVE-IN/MOVE-OUT EA 3,000.0000 18,000.00 1.000 3,000 (TEMPORARY EROSION CONTROL) 020 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 15,700.00 8,083.000 8,083.00 8,083.000 8,083 (BONDED FIBER MATRIX) 021 TEMPORARY DRAINAGE INLET PROTECTION EA 220.0000 90,200.00 422.000 92,840 022 TEMPORARY FIBER ROLL LF 8.0000 166,400.00 21,875.000 175,000 PROGRAM CAS145 PAGE 2 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5614 TIME 08:14 PM ESTIMATE NO. 014 BID OPENING 12/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 38,000.0000 190,000.00 6.000 228,000 024 STREET SWEEPING LS 350,000.0000 350,000.00 1.000 350,000 025 TEMPORARY DEWATERING AND NON-STORM LS 50,000.0000 50,000.00 1.000 50,000 WATER DISCHARGE CONTROL SYSTEM 026 TEMPORARY CONCRETE WASHOUT LS 70,000.0000 70,000.00 1.000 70,000 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.5500 287,550.00 108,466.000 385,054 STRIPE (HAZARDOUS WASTE) 028 TREATED WOOD WASTE LB 0.6000 924.00 13,660.000 8,196 029 NOISE MONITORING LS 50,000.0000 50,000.00 1.000 50,000 030 REMOVE CONCRETE CY 320.0000 197,760.00 837.170 267,894 (MINOR CONCRETE BACKFILL) 031 IMPORTED BORROW (CY) CY 500.0000 48,500.00 0.000 0 032 WOOD MULCH CY 145.0000 288,550.00 -1,540.000 -223,300.00 450.000 65,250 033 HOT MIX ASPHALT (TYPE A) TON 555.0000 1,842,600.00 1,187.280 658,940 034 TACK COAT TON 940.0000 2,820.00 3.930 3,694 035 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 310.0000 8,370.00 67.000 20,770 036 42" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,500.0000 187,500.00 0.000 0 (TOLL READER FOUNDATION) 037 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,750.0000 2,117,500.00 720.000 1,980,000 PILE (SIGN FOUNDATION) 038 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,900.0000 354,000.00 62.060 366,154 039 MINOR CONCRETE (BACKFILL) CY 1,200.0000 565,200.00 1,259.000 1,510,800 040 HEAVY BLAST TEXTURE SQFT 23.4000 84,240.00 0.000 0 (F) 041 FURNISH SIGN STRUCTURE (TRUSS) LB 4.8000 2,267,198.40 438,237.000 2,103,537 (F) 042 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 188,933.20 325,129.500 130,051 (F) 043 REMOVE SIGN STRUCTURE (EA) EA 2,200.0000 22,000.00 9.000 19,800 044 18" ALTERNATIVE PIPE CULVERT LF 502.0000 753,000.00 133.000 66,766.00 1,893.000 950,286 045 TEMPORARY DRAINAGE SYSTEM LS 500,000.0000 500,000.00 1.000 500,000 046 18" REINFORCED CONCRETE PIPE LF 250.0000 490,000.00 1,757.000 439,250 047 18" SLOTTED CORRUGATED STEEL PIPE LF 400.0000 195,600.00 240.000 96,000 (.064" THICK) 048 GRATED LINE DRAIN LF 220.0000 78,100.00 345.000 75,900 049 ABANDON CULVERT (LF) LF 20.0000 28,600.00 333.000 6,660 PROGRAM CAS145 PAGE 3 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5614 TIME 08:14 PM ESTIMATE NO. 014 BID OPENING 12/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ABANDON INLET EA 3,500.0000 10,500.00 1.000 3,500 051 REMOVE CULVERT (LF) LF 230.0000 259,900.00 2,494.000 573,620 052 REMOVE 18" SLOTTED CORRUGATED STEEL PIPE LF 300.0000 23,100.00 77.000 23,100 053 REMOVE INLET EA 3,000.0000 60,000.00 22.000 66,000 054 ADJUST INLET EA 20,000.0000 20,000.00 1.000 20,000 055 SAND BACKFILL CY 500.0000 41,500.00 21.800 10,900 056 CONCRETE (CONCRETE APRON) CY 10,500.0000 50,400.00 0.000 0 057 MISCELLANEOUS IRON AND STEEL LB 2.5000 32,750.00 12,714.000 31,785 (F) 058 LIGHTING TOLL SYSTEM LS 2,500,000.0000 2,500,000.00 0.010 25,000.00 1.000 2,500,000 059 ELECTRONIC TOLL SYSTEM LS 7,500,000.0000 7,500,000.00 0.010 75,000.00 1.000 7,500,000 060 PREPARE AND PAINT CONCRETE SQFT 14.0000 21,000.00 0.000 0 061 REMOVE PAVEMENT MARKER EA 2.5000 23,075.00 9,330.000 23,325 062 GUARD RAILING DELINEATOR EA 32.0000 2,080.00 20.000 640 063 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 48,050.00 8,572.000 42,860 064 OBJECT MARKER (TYPE P) EA 110.0000 4,180.00 40.000 4,400 065 OBJECT MARKER (TYPE L-1) EA 80.0000 560.00 8.000 640 066 REMOVE ROADSIDE SIGN EA 135.0000 2,295.00 14.000 1,890 067 REMOVE ROADSIDE SIGN (METAL POST) EA 50.0000 1,200.00 25.000 1,250 068 REMOVE SIGN FROM SIGN FRAME EA 550.0000 2,750.00 5.000 2,750 069 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 22.0000 51,920.00 2,057.000 45,254 070 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 37.2000 219,480.00 4,550.000 169,260.00 6,150.000 228,780 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 50,000.00 -40.310 -806.20 2,507.200 50,144 (0.063"-UNFRAMED) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.0000 1,380.00 60.000 1,380 (0.080"-UNFRAMED) 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 18,270.00 1.000 30.00 538.000 16,140 (0.080"-FRAMED) 074 METAL (BARRIER MOUNTED SIGN) LB 18.0000 153,540.00 8,990.000 161,820 075 ROADSIDE SIGN - ONE POST EA 400.0000 1,200.00 3.000 1,200 076 ROADSIDE SIGN - TWO POST EA 1,000.0000 14,000.00 3.000 3,000.00 13.000 13,000 PROGRAM CAS145 PAGE 4 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5614 TIME 08:14 PM ESTIMATE NO. 014 BID OPENING 12/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 350.0000 6,300.00 8.000 2,800.00 16.000 5,600 METHOD) 078 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 12.0000 10,044.00 837.000 10,044 079 INSTALL ROADSIDE SIGN PANEL ON EA 500.0000 2,000.00 3.000 1,500.00 3.000 1,500 EXISTING POST 080 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 125.0000 67,500.00 931.250 116,406 081 TRANSITION RAILING (TYPE WB-31) EA 28,000.0000 28,000.00 2.000 56,000 082 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 12,000.00 6.000 12,000 083 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 8,000.0000 56,000.00 8.000 64,000 084 CONCRETE BARRIER (TYPE 60MC MOD) LF 380.0000 83,220.00 219.000 83,220 085 CONCRETE BARRIER (TYPE 60MGC) LF 180.0000 1,157,400.00 5,961.000 1,072,980 086 CONCRETE BARRIER (TYPE 60MSC) LF 300.0000 140,700.00 472.690 141,807 087 CONCRETE BARRIER (TYPE 60MGC MOD 3A) LF 640.0000 108,800.00 349.500 223,680 088 CONCRETE BARRIER (TYPE 60MGC MOD 3B) LF 900.0000 139,500.00 0.000 0 089 CONCRETE BARRIER (TYPE 60MGC MOD 3C) LF 640.0000 160,000.00 103.910 66,502 090 CONCRETE BARRIER (TYPE 60MGC MOD 3D) LF 610.0000 115,900.00 190.000 115,900 091 CONCRETE BARRIER (TYPE 60MGC MOD 4A) LF 740.0000 607,540.00 853.750 631,775 092 CONCRETE BARRIER (TYPE 60MGC MOD 4B) LF 435.0000 207,060.00 426.900 185,701 093 CONCRETE BARRIER (TYPE 60MGC MOD 4C) LF 435.0000 6,090.00 14.000 6,090 094 CONCRETE BARRIER (TYPE 60MGF MOD 1A) LF 550.0000 180,400.00 328.000 180,400 095 CONCRETE BARRIER (TYPE 60MGF MOD 1B) LF 550.0000 79,200.00 144.000 79,200 096 CONCRETE BARRIER (TYPE 60MGF MOD 1C) LF 550.0000 117,700.00 214.000 117,700 097 CONCRETE BARRIER (TYPE 60MGF MOD 2A) LF 475.0000 196,175.00 184.750 87,756 098 CONCRETE BARRIER (TYPE 60MGF MOD 1D) LF 685.0000 173,990.00 256.920 175,990 099 CONCRETE BARRIER (TYPE 60MGF MOD 1E) LF 700.0000 536,200.00 583.330 408,331 100 ROADSIDE SIGN POST FOUNDATION IN MEDIAN EA 800.0000 15,200.00 14.000 11,200 BARRIER TRANSITION 101 CONCRETE BARRIER (TYPE 60MGC MOD 2B) LF 500.0000 150,000.00 115.000 57,500 102 CONCRETE BARRIER (TYPE 60PR MOD) LF 450.0000 135,000.00 886.200 398,790 103 CONCRETE BARRIER (TYPE 60PR MOD 1A) LF 490.0000 58,800.00 48.000 23,520 PROGRAM CAS145 PAGE 5 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5614 TIME 08:14 PM ESTIMATE NO. 014 BID OPENING 12/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE BARRIER (TYPE 60M MOD) LF 510.0000 86,700.00 170.000 86,700 105 CONCRETE BARRIER (TYPE 60R MOD) CASE 1 LF 800.0000 216,000.00 125.710 100,568 106 CONCRETE BARRIER (TYPE 60R MOD) CASE 2 LF 800.0000 97,600.00 99.000 79,200 107 REMOVE GUARDRAIL LF 20.0000 1,540.00 552.000 11,040 108 REMOVE CONCRETE BARRIER LF 122.0000 1,464,000.00 11,636.000 1,419,592 109 REMOVE CONCRETE BARRIER (BRIDGE) LF 200.0000 27,000.00 172.000 34,400 110 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.1600 18,468.00 15,337.000 33,127 111 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 55,000.00 25,455.000 50,910 (BROKEN 12-3) 112 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.5600 61,944.00 11,586.000 41,246 (BLACK BROKEN 18-12)(OPTION 2) 113 10" THERMOPLASTIC TRAFFIC STRIPE LF 12.0000 35,520.00 2,513.000 30,156 (BLACK CONTRAST)(SOLID) 114 THERMOPLASTIC PAVEMENT MARKING SQFT 9.5000 16,625.00 1,639.000 15,570 115 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 417,600.00 250,888.000 401,420 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 116 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.6500 265,650.00 60.000 99.00 151,340.000 249,711 (ENHANCED WET NIGHT VISIBILITY) 117 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 256,200.00 294,888.000 206,421 118 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.5600 6,230.00 1,463.000 5,208 119 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 30,000.0000 30,000.00 1.000 30,000 SYSTEM ELEMENTS DURING CONSTRUCTION 120 FIBER OPTIC CABLE SYSTEMS LS 5,550,000.0000 5,550,000.00 0.010 55,500.00 1.000 5,550,000 121 TOS FIBER OPTIC SYSTEM LS 1,350,000.0000 1,350,000.00 0.071 95,850.00 1.000 1,350,000 122 TEMPORARY TRAFFIC MONITORING STATION LS 510,000.0000 510,000.00 1.000 510,000 SYSTEM 123 MODIFYING EXISTING ELECTRICAL SYSTEM LS 800,000.0000 800,000.00 0.050 40,000.00 1.000 800,000 PROGRAM CAS145 PAGE 6 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5614 TIME 08:14 PM ESTIMATE NO. 014 BID OPENING 12/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 357,988.32 52,150,542.36 ADJUSTMENT OF COMPENSATION 285,518.91 -213,158.20 EXTRA WORK 111,829.19 3,320,820.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 755,336.42 55,258,204.66 124 MOBILIZATION LS 5,950,000.0000 5,950,000.00 1.000 5,950,000 ORIGINAL CONTRACT AMOUNT 59,500,000.00 TOTAL WORK COMPLETED 755,336.42 61,208,204.66 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 755,336.42 61,208,204.66 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 01/23/19 400 02/26/19 03/11/19 01/15/21 225 52 17 0 100% 54% PROGRESS IS SATISFACTORY INORI, DOUGLAS RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/20