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 11/18/20 EST. NO. 022 TIME 01:38 PM R.E. NAME: DON HIURA 06-0H2004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 014 0001 41,054.34 A.C. @ L.S.(+) 111720 N 0001 0 018 0013 1,810.00 E.W. @ L.S.(+) 111720 N 0001 0 026 0017 1,053.74 E.W. @ F.A.(+) 083120 N 0352.0 0018 1,282.55 090120 N 0353.0 0019 1,555.26 090220 N 0354.0 46,755.89 TOTAL THIS ESTIMATE 1,823,521.79 TOTAL PREVIOUS ESTIMATE 1,870,277.68 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 11/18/20 EST. NO. 022 TIME 01:38 PM R.E. NAME: DON HIURA 06-0H2004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLL -1,000.00 018 MISSING PAYROLL -1,000.00 019 REC'D PAYROLL EST.18 1,000.00 019 MISSING PAYROLL -1,000.00 020 REC'D PAYROLL EST.19 1,000.00 020 REC'D PAYROLL EST.20 1,000.00 021 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H2004 TIME 01:38 PM ESTIMATE NO. 022 BID OPENING 10/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: DON HIURA DATE OF THIS ESTIMATE 11/18/20 LOCATION PROGRESS ESTIMATE 06-TUL-201-12.4/21.2 ----------------- 06-TUL-216-18.6/ .0 VIKING CONSTRUCTION COMPANY ON STATE ROUTE 201 AT SAND CREEKAR PO BOX 1508 BRIDGE AND FRIANT-KERN-CANAL BRIDGE RANCHO CORDOVA CA 95741 AND ON STATE ROUTE 216 AT THE KAWEAH RIVER BRIDGE FED. AID NO. B1ST-X107(17)E BRIDGE RAIL REPLACMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.050 750.00 0.650 9,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,250.0000 500,000.00 23.000 28,750.00 274.000 342,500 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.750 18,750 005 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.050 6,250.00 0.650 81,250 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 30.0000 2,520.00 179.000 5,370 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.5000 19,040.00 3,607.000 12,624 008 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 7,500.00 62.000 3,100 009 TEMPORARY PAVEMENT MARKER EA 10.0000 1,200.00 24.000 240 010 TEMPORARY SIGNAL SYSTEM LS 500,000.0000 500,000.00 0.900 450,000 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.050 2,000.00 0.650 26,000 012 TEMPORARY RAILING (TYPE K) LF 20.0000 102,800.00 1,260.000 25,200 013 TEMPORARY CRASH CUSHION MODULE EA 150.0000 21,000.00 44.000 6,600 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,650.0000 21,900.00 4.000 14,600 SYSTEM 015 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 0.050 5,000.00 0.650 65,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 018 TEMPORARY HYDRAULIC MULCH SQYD 3.0000 4,800.00 641.100 1,923 (BONDED FIBER MATRIX) 019 TEMPORARY CHECK DAM LF 10.0000 1,200.00 0.000 0 020 TEMPORARY FIBER ROLL LF 3.2500 34,125.00 1,381.000 4,488 021 TEMPORARY SILT FENCE LF 4.2500 5,100.00 270.000 1,147 022 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 19,500.00 1.000 6,500 PROGRAM CAS145 PAGE 2 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H2004 TIME 01:38 PM ESTIMATE NO. 022 BID OPENING 10/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: DON HIURA DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 25,000.0000 25,000.00 0.050 1,250.00 0.650 16,250 024 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 0.600 15,000 025 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 650.0000 117,000.00 104.000 67,600 026 WATER QUALITY MONITORING REPORT EA 500.0000 5,000.00 0.000 0 027 WATER QUALITY ANNUAL REPORT EA 1,000.0000 2,000.00 1.000 1,000 028 TEMPORARY CREEK DIVERSION SYSTEMS LS 500,000.0000 500,000.00 0.600 300,000 029 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.8000 29,400.00 1,972.000 5,521 STRIPE (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.1000 1,110.00 0.000 0 032 BIRD AND BAT EXCLUSION LS 165,000.0000 165,000.00 0.660 108,900 033 TEMPORARY WETLAND PROTECTION MATS LS 65,000.0000 65,000.00 1.000 65,000 034 REMOVE CONCRETE (LS) LS 2,500.0000 2,500.00 1.000 2,500 035 REMOVE UTILITY POLE (WOOD POST) EA 2,500.0000 2,500.00 1.000 2,500 036 TEMPORARY HIGH-VISIBILITY FENCE LF 10.0000 9,200.00 1,207.000 12,070 037 CLEARING AND GRUBBING (LS) LS 149,000.0000 149,000.00 0.150 22,350.00 1.000 149,000 038 ROADWAY EXCAVATION CY 150.0000 225,000.00 2,861.000 429,150 039 STRUCTURE EXCAVATION (TYPE A) CY 650.0000 415,350.00 639.000 415,350 (F) 040 STRUCTURE EXCAVATION (TYPE D) CY 500.0000 117,500.00 5.000 2,500 (F) 041 STRUCTURE BACKFILL (BRIDGE) CY 175.0000 55,650.00 169.000 29,575 (F) 042 DITCH EXCAVATION CY 275.0000 2,750.00 0.000 0 043 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 36,500.00 9,470.000 9,470.00 9,470.000 9,470 044 HYDROMULCH SQFT 0.0500 9,500.00 42,347.000 2,117.35 89,178.000 4,458 045 FIBER ROLLS LF 3.1000 17,825.00 490.000 1,519.00 611.000 1,894 046 HYDROSEED SQFT 3.1000 589,000.00 42,347.000 131,275.70 89,178.000 276,451 047 CLASS 2 AGGREGATE BASE (CY) CY 115.0000 144,900.00 1,271.260 146,194 048 HOT MIX ASPHALT (TYPE A) TON 150.0000 249,000.00 375.000 56,250.00 1,478.540 221,781 049 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 175.0000 654,500.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H2004 TIME 01:38 PM ESTIMATE NO. 022 BID OPENING 10/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: DON HIURA DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DATA CORE LS 4,000.0000 4,000.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 7.0000 3,290.00 0.000 0 052 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 441.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.0000 546.00 0.000 0 054 TACK COAT TON 500.0000 4,000.00 2.400 1,200 055 REMOVE ASPHALT CONCRETE DIKE LF 15.0000 1,050.00 70.000 1,050 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 58,450.00 0.000 0 057 TEMPORARY SUPPORT LS 45,000.0000 45,000.00 0.100 4,500 058 30" PERMANENT STEEL CASING LF 175.0000 70,525.00 426.500 74,637 059 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 850.0000 342,550.00 426.500 362,525 060 24" CAST-IN-DRILLED-HOLE CONCRETE LF 850.0000 180,200.00 220.000 187,000 PILING (ROCK SOCKET) 061 FURNISH 18" CAST-IN-STEEL SHELL LF 125.0000 40,375.00 321.720 40,215 CONCRETE PILING 062 DRIVE 18" CAST-IN-STEEL SHELL CONCRETE EA 20,000.0000 120,000.00 6.000 120,000 PILE 063 SEAL COURSE CONCRETE CY 700.0000 81,900.00 29.000 20,300 064 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 850.0000 103,700.00 89.000 75,650 (F) 065 STRUCTURAL CONCRETE, BRIDGE CY 1,867.0000 700,125.00 277.300 517,719 (F) 066 STRUCTURAL CONCRETE, BRIDGE CY 1,330.0000 312,550.00 178.000 236,740 (F) (POLYMER FIBER) 067 AGGREGATE BASE (APPROACH SLAB) CY 100.0000 1,400.00 14.000 1,400 068 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,500.0000 35,000.00 14.000 35,000 (F) (TYPE N MODIFIED) 069 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 17,100.00 0.000 0 (F) 070 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,150.0000 70,950.00 33.000 70,950 (F) (TYPE R MODIFIED) 071 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 072 DRILL AND BOND DOWEL LF 60.0000 94,620.00 37.330 2,239.80 1,199.830 71,989 073 DRILL AND BOND DOWEL LF 140.0000 980.00 0.000 0 (CHEMICAL ADHESIVE)(LF) 074 CLEAN EXPANSION JOINT LF 30.0000 3,480.00 0.000 0 075 JOINT SEAL (MR 1") LF 175.0000 7,350.00 0.000 0 076 JOINT SEAL (MR 1 1/2") LF 200.0000 18,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H2004 TIME 01:38 PM ESTIMATE NO. 022 BID OPENING 10/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: DON HIURA DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BAR REINFORCING STEEL (BRIDGE) LB 1.4000 334,979.40 196,607.000 275,249 (F) 078 PUBLIC SAFETY PLAN LS 3,000.0000 3,000.00 1.000 3,000 079 CARBON FIBER REINFORCED POLYMER LF 60.0000 63,840.00 1,064.000 63,840 STRIP 080 INJECT CRACK (EPOXY) LF 125.0000 9,375.00 0.000 0 081 RAPID SETTING CONCRETE (PATCH) CF 175.0000 35,700.00 20.500 3,587 082 REMOVE UNSOUND CONCRETE CF 150.0000 30,600.00 20.500 3,075 083 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.1000 44,079.00 0.000 0 084 FURNISH POLYESTER CONCRETE OVERLAY CF 73.5000 169,270.50 0.000 0 085 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.7500 120,692.50 0.000 0 (F) 086 REMOVE CHIP SEAL SQFT 4.5000 21,541.50 0.000 0 087 BRIDGE REMOVAL (PORTION), LOCATION A LS 55,000.0000 55,000.00 1.000 55,000 088 BRIDGE REMOVAL (PORTION), LOCATION B LS 130,000.0000 130,000.00 0.000 0 089 BRIDGE REMOVAL (PORTION), LOCATION C LS 225,000.0000 225,000.00 1.000 225,000 090 REPLACE BEARING PAD EA 6,500.0000 32,500.00 0.000 0 091 18" REINFORCED CONCRETE PIPE LF 215.0000 12,685.00 0.000 0 092 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 175.0000 21,000.00 0.000 0 (.079" THICK) 093 12" ENTRANCE TAPER EA 2,500.0000 5,000.00 0.000 0 094 12" ANCHOR ASSEMBLY EA 1,000.0000 9,000.00 0.000 0 095 10" SUPPLY LINE (BRIDGE) LF 175.0000 26,250.00 0.000 0 096 10" GATE VALVE (BRIDGE) EA 4,500.0000 9,000.00 0.000 0 097 REMOVE PIPE (LF) LF 35.0000 5,250.00 0.000 0 098 REMOVE DOWNDRAIN (EA) EA 2,500.0000 2,500.00 0.000 0 099 ROCK SLOPE PROTECTION CY 215.0000 32,250.00 112.000 24,080 (300 LB, CLASS IV, METHOD B) (CY) 100 ROCK SLOPE PROTECTION CY 350.0000 5,250.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 101 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 3,700.00 319.000 3,190 102 MINOR CONCRETE (MISCELLANEOUS CY 2,500.0000 9,250.00 0.000 0 CONSTRUCTION) 103 MISCELLANEOUS IRON AND STEEL LB 3.0000 2,151.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H2004 TIME 01:38 PM ESTIMATE NO. 022 BID OPENING 10/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: DON HIURA DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STAIN GALVANIZED SURFACES-ST-20S BRIDGE LF 40.0000 8,800.00 220.000 8,800 RAIL 105 STAIN GALVANIZED SURFACES-TABULAR LF 20.0000 14,800.00 740.000 14,800 BICYCLE RAILING 106 STAIN GALVANIZED SURFACES-MGS (STEEL LF 30.0000 6,900.00 0.000 0 POST) 107 RELOCATE MAILBOX EA 1,000.0000 1,000.00 1.000 1,000 108 OBLITERATE SURFACING SQYD 5.0000 6,650.00 782.000 3,910 109 FENCE (TYPE BW, METAL POST) LF 12.0000 43,680.00 0.000 0 110 REMOVE FENCE (TYPE BW) LF 10.0000 22,700.00 200.000 2,000 111 REMOVE PAVEMENT MARKER EA 1.0000 1,200.00 99.000 99 112 PAVEMENT MARKER (RETROREFLECTIVE) EA 15.0000 9,750.00 0.000 0 113 OBJECT MARKER (TYPE L) EA 150.0000 300.00 0.000 0 114 OBJECT MARKER (TYPE P) EA 100.0000 1,800.00 8.000 800 115 REMOVE ROADSIDE SIGN EA 150.0000 3,000.00 0.000 0 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,200.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,300.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 420.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 119 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 10.0000 2,000.00 0.000 0 120 ROADSIDE SIGN - ONE POST EA 500.0000 10,000.00 0.000 0 121 ROADSIDE SIGN - TWO POST EA 1,000.0000 1,000.00 0.000 0 122 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 55.0000 4,125.00 0.000 0 123 VEGETATION CONTROL (MINOR CONCRETE) SQYD 300.0000 13,500.00 0.000 0 124 TRANSITION RAILING (TYPE WB-31) EA 9,500.0000 19,000.00 0.000 0 125 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 8,500.0000 25,500.00 0.000 0 126 ALTERNATIVE CRASH CUSHION SYSTEM EA 37,500.0000 262,500.00 0.000 0 127 CONCRETE BARRIER (TYPE 60M) LF 375.0000 34,125.00 0.000 0 128 CONCRETE BARRIER (TYPE 80) LF 325.0000 330,850.00 725.000 235,625 (F) PROGRAM CAS145 PAGE 6 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H2004 TIME 01:38 PM ESTIMATE NO. 022 BID OPENING 10/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: DON HIURA DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 CALIFORNIA ST-20S BRIDGE RAIL LF 375.0000 50,625.00 101.250 37,968 (F) (MODIFIED) 130 TUBULAR BICYCLE RAILING LF 150.0000 110,250.00 735.000 110,250 (F) 131 REMOVE GUARDRAIL LF 30.0000 17,100.00 575.000 17,250.00 575.000 17,250 132 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 7,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 133 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 440.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 134 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 180.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 135 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 68,950.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 136 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 137 REMOVE PAINTED TRAFFIC STRIPE LF 1.2500 6,812.50 373.000 466 138 REMOVE PAINTED PAVEMENT MARKING SQFT 30.0000 2,520.00 20.000 600 139 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 11,025.00 537.000 402 140 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 20.0000 3,400.00 66.000 1,320 PROGRAM CAS145 PAGE 7 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H2004 TIME 01:38 PM ESTIMATE NO. 022 BID OPENING 10/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: DON HIURA DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 286,471.85 6,283,901.30 ADJUSTMENT OF COMPENSATION 41,054.34 1,262,235.22 EXTRA WORK 5,701.55 608,042.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 333,227.74 8,154,178.98 141 MOBILIZATION LS 1,113,400.0000 1,113,400.00 1.000 1,113,400 ORIGINAL CONTRACT AMOUNT 11,134,118.40 TOTAL WORK COMPLETED 333,227.74 9,267,578.98 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 333,227.74 9,267,578.98 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 12/17/18 400 01/25/19 01/25/19 07/09/21 274 200 0 0 76% 69% PROGRESS IS SATISFACTORY DON HIURA RESIDENT ENGINEER PROGRAM CAS145 DATE 11/18/20