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 10/22/20 EST. NO. 031 TIME 02:25 PM R.E. NAME: BUI, KEVIN 07-286604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 10/22/20 EST. NO. 031 TIME 02:25 PM R.E. NAME: BUI, KEVIN 07-286604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING SWPPP DOCS -10,000.00 004 MISSING SWPPP DOCS 10,000.00 005 MISSING CPM UPDATE -68,571.81 010 SWPPP NON-COMPLIANCE -10,000.00 010 MISSING CPM UPDATE 68,571.81 011 SWPPP NON-COMPLIANCE 10,000.00 011 WEED CONTROL N/C -30,000.00 012 WEED CONROL N/C 30,000.00 014 0.00 0.00 LABOR COMPLIANCE VIOLATION CPR AUG '18 -1,000.00 007 CPR AUG '18 1,000.00 008 CPR'S MAR-APR'19 -3,000.00 016 CPR'S MAR-APR'19 3,000.00 018 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-286604 TIME 02:25 PM ESTIMATE NO. 031 BID OPENING 01/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: BUI, KEVIN DATE OF THIS ESTIMATE 10/22/20 LOCATION PROGRESS ESTIMATE 07-LA-22-0.9/1.3 ----------------- ORTIZ ENTERPRISES, INC. STORM WATER MITIGATIONS FOR LOS 6 CUSHING WAY SUITE 200 CERRITOS CHANNEL & ALAMITOS BAY IRVINE CA 92618 WATERSHED ON SR-22,SR-91 & I-405 FED. AID NO. ACNH-X037(201)E CONSTRUCT STORM WATER TREATMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 1.000 25,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,150.0000 414,000.00 395.000 454,250 004 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 1.000 30,000 005 TRAFFIC CONTROL SYSTEM LS 130,000.0000 130,000.00 1.000 130,000 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.0000 1,300.00 126.000 1,260 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.0000 12,940.00 5,482.000 10,964 008 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 9,000.00 245.000 12,250 009 TEMPORARY RAILING (TYPE K) LF 13.0000 158,600.00 10,100.000 131,300 010 TEMPORARY CRASH CUSHION MODULE EA 250.0000 75,000.00 303.000 75,750 011 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 012 PREPARE STORM WATER POLLUTION PREVENTION LS 40,000.0000 40,000.00 0.900 36,000 PLAN 013 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 014 TEMPORARY COVER SQYD 6.0000 12,000.00 585.000 3,510 015 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 12,000.00 28.000 8,400 016 TEMPORARY FIBER ROLL LF 6.0000 30,000.00 6,222.000 37,332 017 STREET SWEEPING LS 45,000.0000 45,000.00 1.000 45,000 018 TEMPORARY CONCRETE WASHOUT LS 6,300.0000 6,300.00 1.000 6,300 019 TREATED WOOD WASTE LB 4.5000 4,320.00 2,306.000 10,377 020 REMOVE CONCRETE (CY) CY 600.0000 28,200.00 61.600 36,960 021 CLEARING AND GRUBBING (LS) LS 105,000.0000 105,000.00 1.000 105,000 022 ROADWAY EXCAVATION (TYPE COM) CY 30.0000 93,000.00 2,485.930 74,577 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 2 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-286604 TIME 02:25 PM ESTIMATE NO. 031 BID OPENING 01/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: BUI, KEVIN DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION (TYPE X) CY 30.0000 225,600.00 7,509.800 225,294 (AERIALLY DEPOSITED LEAD) 024 ROADWAY EXCAVATION (TYPE Z-2) CY 25.0000 77,250.00 1,497.850 37,446 (AERIALLY DEPOSITED LEAD) 025 STRUCTURE EXCAVATION CY 40.0000 88,800.00 2,220.000 88,800 (F) 026 STRUCTURE EXCAVATION (TYPE Z-2) CY 40.0000 63,200.00 1,580.000 63,200 (AERIALLY DEPOSITED LEAD) 027 STRUCTURE EXCAVATION (TYPE COM) CY 26.0000 75,660.00 2,910.000 75,660 (AERIALLY DEPOSITED LEAD) 028 STRUCTURE BACKFILL CY 96.0000 62,688.00 653.000 62,688 (F) 029 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 95,440.00 2,386.000 95,440 (F) 030 PERVIOUS BACKFILL MATERIAL (RETAINING CY 45.0000 4,320.00 96.000 4,320 (F) WALL) 031 DITCH EXCAVATION CY 400.0000 140,000.00 333.880 133,552 032 WEED CONTROL MAT (FIBER) SQYD 5.0000 1,950.00 211.000 1,055 033 ROADSIDE CLEARING LS 40,000.0000 40,000.00 1.000 40,000 034 SOIL AMENDMENT CY 34.0000 48,280.00 0.000 0 035 SLOW-RELEASE FERTILIZER LB 2.1000 23,940.00 9,726.000 20,424 036 PLANT (GROUP H) EA 0.5400 262,980.00 461,306.000 249,105 037 MAINTAIN EXISTING PLANTED AREAS LS 5,640.0000 5,640.00 1.000 5,640 038 PLANT ESTABLISHMENT WORK LS 92,900.0000 92,900.00 0.090 8,361.00 0.850 78,965 039 WOOD MULCH CY 68.1000 38,817.00 506.000 34,458 040 CHECK AND TEST EXISTING IRRIGATION LS 24,200.0000 24,200.00 1.000 24,200 FACILITIES 041 OPERATE EXISTING IRRIGATION FACILITIES LS 6,340.0000 6,340.00 1.000 6,340 042 REMOVE IRRIGATION FACILITY LS 4,790.0000 4,790.00 1.000 4,790 043 CONTROL AND NEUTRAL CONDUCTORS LS 66,700.0000 66,700.00 1.000 66,700 044 1 1/2" REMOTE CONTROL VALVE EA 470.0000 40,420.00 66.000 31,020 045 24-32 STATION IRRIGATION CONTROLLER EA 7,760.0000 23,280.00 0.000 0 (WALL MOUNTED) 046 SOLAR POWERED IRRIGATION CONTROLLER EA 7,760.0000 7,760.00 0.000 0 047 3/4" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 22.6000 4,746.00 210.000 4,746 (F) 048 1 1/2" GALVANIZED STEEL PIPE LF 28.9000 6,069.00 210.000 6,069 (F) (SUPPLY LINE) 049 IRRIGATION CONTROLLER ENCLOSURE EA 3,590.0000 10,770.00 0.000 0 CABINET PROGRAM CAS145 PAGE 3 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-286604 TIME 02:25 PM ESTIMATE NO. 031 BID OPENING 01/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: BUI, KEVIN DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FLOW SENSOR EA 1,620.0000 1,620.00 0.000 0 051 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 60.0000 38,400.00 515.000 30,900 052 POP-UP SPRINKLER ASSEMBLY EA 47.7000 12,879.00 172.000 8,204 053 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.5000 55,593.00 11,591.000 52,159 (F) LINE) 054 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.7000 33,379.40 7,317.000 34,389 (F) LINE) 055 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.8500 49,770.70 9,012.000 43,708 (F) (SUPPLY LINE) 056 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.9500 40,906.80 8,264.000 40,906 (F) (SUPPLY LINE) 057 2" PLASTIC PIPE (SCHEDULE 40) LF 5.1500 37,466.25 7,275.000 37,466 (F) (SUPPLY LINE) 058 BALL VALVE EA 370.0000 9,250.00 21.000 7,770 059 CLASS 3 AGGREGATE BASE (CY) CY 110.0000 209,000.00 1,844.040 202,844 060 LEAN CONCRETE BASE CY 242.0000 304,920.00 1,239.900 300,055 061 LEAN CONCRETE BASE RAPID SETTING CY 540.0000 129,600.00 235.620 127,234 062 HOT MIX ASPHALT (TYPE A) TON 344.0000 209,840.00 781.900 268,973 063 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.0000 2,040.00 514.000 3,084 064 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 6.0000 3,120.00 510.000 3,060 065 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 3,420.00 570.000 3,420 066 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 1,800.00 1,213.000 7,278 067 REMOVE ASPHALT CONCRETE DIKE LF 16.0000 10,560.00 1,888.350 30,213 068 JOINTED PLAIN CONCRETE PAVEMENT CY 354.0000 587,640.00 1,860.080 658,468 069 JOINTED PLAIN CONCRETE PAVEMENT CY 650.0000 78,000.00 148.000 96,200 (RSC) 070 STRUCTURAL CONCRETE CY 460.0000 600,760.00 1,306.000 600,760 (F) 071 STRUCTURAL CONCRETE, RETAINING WALL CY 505.0000 388,345.00 769.000 388,345 (F) 072 STRUCTURAL CONCRETE, HEADWALL CY 4,300.0000 38,700.00 9.000 38,700 (F) 073 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,250.0000 165,000.00 123.090 153,862 (F) 074 MINOR CONCRETE (MINOR STRUCTURE) CY 1,520.0000 69,920.00 66.900 101,688 (F) 075 MINOR CONCRETE (BACKFILL) CY 190.0000 3,800.00 20.000 3,800 (F) 076 JOINT SEAL (TYPE AL) LF 37.0000 5,920.00 160.000 5,920 PROGRAM CAS145 PAGE 4 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-286604 TIME 02:25 PM ESTIMATE NO. 031 BID OPENING 01/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: BUI, KEVIN DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BAR REINFORCING STEEL LB 0.9800 302,967.00 309,150.000 302,967 (F) 078 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8800 62,990.40 71,580.000 62,990 (F) 079 24" PLASTIC PIPE LF 120.0000 7,320.00 60.700 7,284 080 18" REINFORCED CONCRETE PIPE LF 120.0000 33,600.00 462.600 55,512 081 24" REINFORCED CONCRETE PIPE LF 100.0000 513,000.00 4,863.400 486,340 082 30" REINFORCED CONCRETE PIPE LF 145.0000 37,700.00 256.400 37,178 083 36" REINFORCED CONCRETE PIPE LF 141.0000 22,560.00 208.700 29,426 084 18" CORRUGATED STEEL PIPE (.079" THICK) LF 565.0000 73,450.00 128.000 72,320 085 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 15,900.00 1,060.000 15,900 086 6" NON-PERFORATED PLASTIC PIPE LF 40.0000 7,600.00 190.000 7,600 UNDERDRAIN 087 8" NON-PERFORATED PLASTIC PIPE LF 42.0000 4,620.00 180.000 7,560 UNDERDRAIN 088 CLASS 4 PERMEABLE MATERIAL CY 54.0000 24,192.00 448.000 24,192 (F) 089 CLASS 5 PERMEABLE MATERIAL CY 54.0000 22,626.00 419.000 22,626 (F) 090 GRATED LINE DRAIN LF 245.0000 9,555.00 0.000 0 091 24" CONCRETE FLARED END SECTION EA 1,900.0000 9,500.00 5.000 9,500 092 36" CONCRETE FLARED END SECTION EA 2,600.0000 2,600.00 1.000 2,600 093 8" MAINTENANCE DRAIN VALVE EA 2,600.0000 7,800.00 3.000 7,800 094 36" PRECAST CONCRETE PIPE INLET LF 500.0000 13,500.00 31.600 15,800 095 ABANDON CULVERT (LF) LF 46.0000 27,140.00 549.300 25,267 096 REMOVE PIPE (LF) LF 39.0000 33,930.00 723.800 28,228 097 REMOVE INLET EA 500.0000 9,500.00 10.000 5,000 098 MODIFY INLET EA 1,700.0000 3,400.00 2.000 3,400 099 CAP INLET EA 1,000.0000 9,000.00 7.000 7,000 100 SAND BACKFILL CY 200.0000 10,800.00 85.970 17,194 101 CONCRETE (DITCH LINING) CY 1,095.0000 197,100.00 177.500 194,362 102 GABION CY 165.0000 9,570.00 58.000 9,570 (F) 103 ROCK SLOPE PROTECTION CY 159.0000 10,971.00 63.410 10,082 (60 LB, CLASS II, METHOD B) (CY) PROGRAM CAS145 PAGE 5 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-286604 TIME 02:25 PM ESTIMATE NO. 031 BID OPENING 01/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: BUI, KEVIN DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 960.00 229.750 919 105 CLASS D FILTER FABRIC SQYD 4.0000 4,320.00 1,080.000 4,320 106 MINOR CONCRETE (CURB) (CY) CY 1,575.0000 7,875.00 0.000 0 107 MINOR CONCRETE (CURB AND GUTTER) CY 565.0000 27,120.00 41.600 23,504 108 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 970.0000 12,610.00 13.760 13,347 AND DRIVEWAY) 109 REMOVE CONCRETE CURB (LF) LF 18.0000 7,920.00 1,230.000 22,140 110 REMOVE CONCRETE CY 750.0000 9,750.00 2.000 1,500 (CURB, GUTTER, AND SIDEWALK) (CY) 111 MISCELLANEOUS IRON AND STEEL LB 4.0000 78,580.00 16,792.000 67,168 (F) 112 FRAME AND GRATE EA 250.0000 3,500.00 14.000 3,500 113 MISCELLANEOUS METAL LB 23.0000 88,849.00 3,863.000 88,849 (F) 114 MISCELLANEOUS METAL (INCLINED SCREEN) LB 44.0000 7,480.00 170.000 7,480 (F) 115 MISCELLANEOUS METAL (SCREENED PIPE) LB 26.0000 42,926.00 1,651.000 42,926 (F) 116 TEMPORARY FENCE (TYPE CL-6) LF 11.0000 1,870.00 164.000 1,804 117 CHAIN LINK FENCE (TYPE CL-6) LF 31.0000 119,970.00 3,969.000 123,039 118 5' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 2,400.00 4.000 3,200 119 6' CHAIN LINK GATE (TYPE CL-6) EA 850.0000 1,700.00 2.000 1,700 120 12' CHAIN LINK GATE (TYPE CL-6) EA 1,650.0000 4,950.00 3.000 4,950 121 14' CHAIN LINK GATE (TYPE CL-6) EA 1,650.0000 3,300.00 2.000 3,300 122 16' CHAIN LINK GATE (TYPE CL-6) EA 1,750.0000 5,250.00 5.000 8,750 123 20' CHAIN LINK GATE (TYPE CL-6) EA 2,800.0000 19,600.00 6.000 16,800 124 REMOVE CHAIN LINK FENCE LF 10.0000 6,200.00 646.000 6,460 125 REMOVE GATE EA 225.0000 1,350.00 5.000 1,125 126 REMOVE PAVEMENT MARKER EA 1.5000 810.00 414.000 621 127 DELINEATOR (CLASS 1) EA 30.0000 1,230.00 79.000 2,370 128 PAVEMENT MARKER (RETROREFLECTIVE) EA 9.0000 2,250.00 72.000 648 129 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 1,800.00 23.000 3,450 130 RESET ROADSIDE SIGN (TWO POST) EA 300.0000 300.00 1.000 300 PROGRAM CAS145 PAGE 6 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-286604 TIME 02:25 PM ESTIMATE NO. 031 BID OPENING 01/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: BUI, KEVIN DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 RELOCATE ROADSIDE SIGN-ONE POST EA 275.0000 275.00 2.000 550 132 MIDWEST GUARDRAIL SYSTEM LF 28.0000 28,840.00 1,411.250 39,515 133 CABLE RAILING LF 36.0000 59,220.00 1,645.000 59,220 (F) 134 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 4,500.00 4.000 3,000 135 SOFTSTOP TERMINAL SYSTEM EA 3,900.0000 11,700.00 7.000 27,300 136 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 10,000.00 0.000 0 137 REMOVE GUARDRAIL LF 15.0000 1,110.00 224.000 3,360 138 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 6,656.00 2,539.000 3,300 139 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 2,430.00 0.000 0 140 REMOVE PAINTED TRAFFIC STRIPE LF 0.8000 4,208.00 1,274.000 1,019 141 REMOVE PAINTED PAVEMENT MARKING SQFT 5.0000 650.00 0.000 0 142 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 4,208.00 3,862.000 3,089 143 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 144 MODIFYING EXISTING ELECTRICAL SYSTEM LS 13,125.0000 13,125.00 1.000 13,125 PROGRAM CAS145 PAGE 7 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-286604 TIME 02:25 PM ESTIMATE NO. 031 BID OPENING 01/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: BUI, KEVIN DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 8,361.00 7,943,908.15 ADJUSTMENT OF COMPENSATION 0.00 17,191.64 EXTRA WORK 0.00 760,366.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 8,361.00 8,721,466.17 145 MOBILIZATION LS 800,000.0000 800,000.00 1.000 800,000 ORIGINAL CONTRACT AMOUNT 8,785,533.55 TOTAL WORK COMPLETED 8,361.00 9,521,466.17 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 8,361.00 9,521,466.17 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 03/12/18 610 05/07/18 05/07/18 12/21/20 572 20 35 0 97% 89% PROGRESS IS SATISFACTORY BUI, KEVIN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/20