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 07/24/23 EST. NO. 011 TIME 08:55 PM R.E. NAME: CAI, LUOBAO 05-1G4104 --------------------------------------------------------------------------- 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 0013 288.39 E.W. @ F.A.(+) 050323 N 0081.0 009 0001 4,458.32 E.W. @ F.A.(+) 042423 N 0074.0 0002 7,488.61 042523 N 0075.0 0003 993.97 042623 N 0076.0 0004 15,659.05 042623 N 0077.0 0005 11,907.28 050923 N 0080.0 014 0016 759.10 E.W. @ F.A.(+) 050423 N 0078.0 016 0001 2,228.33 E.W. @ F.A.(+) 041423 N 0067.0 0002 3,051.85 041723 N 0068.0 0003 7,378.60 041723 N 0069.0 0004 5,264.06 041823 N 0070.0 019 0001 1,575.08 E.W. @ F.A.(+) 041023 N 0071.0 61,052.64 TOTAL THIS ESTIMATE 322,535.06 TOTAL PREVIOUS ESTIMATE 383,587.70 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 07/24/23 EST. NO. 011 TIME 08:55 PM R.E. NAME: CAI, LUOBAO 05-1G4104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKE SR17 102422 -2,478.00 004 RESTAKE SR28 121422 -413.00 004 MISS ANNUAL CEM-4401 -10,000.00 005 RECD ANNUAL CEM-4401 10,000.00 006 NON-COMPLIANCE HMA -17,301.15 009 0.00 -20,192.15 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -8,000.00 003 MISS PAYROLLS -8,000.00 004 MISS PAYROLLS -4,000.00 005 MISS PAYROLLS -8,000.00 006 RECD PAYROLLS #05 4,000.00 007 MISS PAYROLLS -2,000.00 008 RECD PAYROLLS 3,4,6 24,000.00 008 MISS PAYROLLS -10,000.00 009 MISS PAYROLLS -4,000.00 011 -4,000.00 -16,000.00 TOTAL DEDUCTIONS -4,000.00 -36,192.15 PROGRAM CAS145 PAGE 1 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G4104 TIME 08:55 PM ESTIMATE NO. 011 BID OPENING 07/05/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: CAI, LUOBAO DATE OF THIS ESTIMATE 07/24/23 LOCATION PROGRESS ESTIMATE 05-SB-101-4.0/4.8 ----------------- GRANITE CONSTRUCTION COMPANY IN SANTA BARBARA COUNTY IN AND NEAR 5335 DEBBIE LN CARPINTERIA FROM 0.2 MILE NORTH OF SANTA SANTA BARBARA CA 93111 MONICA CREEK BRIDGE TO 0.5 MILE SOUTH OF SOUTH PARARO LANE UNDERCROSSING FED. AID NO. N O N E CONSTRUCT BIKE PATH FROM SANDPOINTE DR TO ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,700.0000 2,700.00 1.000 2,700 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.400 2,000.00 0.700 3,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,725.0000 826,875.00 7.000 33,075.00 180.000 850,500 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 1.000 2,000.00 4.000 8,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 1.000 200.00 10.000 2,000 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 17,000.0000 17,000.00 0.150 2,550.00 0.900 15,300 007 TRAFFIC CONTROL SYSTEM LS 164,825.0000 164,825.00 0.989 163,011 008 TYPE II BARRICADE EA 45.0000 2,205.00 8.000 360 009 TYPE III BARRICADE EA 125.0000 2,875.00 0.000 0 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.1000 6,512.00 3,188.000 3,506 011 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 11,700.00 133.000 5,985 012 TEMPORARY PAVEMENT MARKER EA 5.0000 850.00 128.000 640 013 TEMPORARY BARRIER SYSTEM LF 22.5000 54,000.00 1,384.000 31,140 014 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 4,500.0000 4,500.00 1.000 4,500 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 60,000.0000 60,000.00 0.989 59,340 016 JOB SITE MANAGEMENT LS 47,650.0000 47,650.00 0.989 47,125 017 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 8,000.00 11.000 5,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 2,400.00 8.000 2,400 020 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 021 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 750.0000 3,000.00 2.000 1,500 CONTROL) 022 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 2.0000 2,660.00 319.440 638 MATRIX) PROGRAM CAS145 PAGE 2 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G4104 TIME 08:55 PM ESTIMATE NO. 011 BID OPENING 07/05/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: CAI, LUOBAO DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 58.0000 5,800.00 88.000 5,104 024 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 7,200.00 11.000 6,600 025 TEMPORARY FIBER ROLL LF 9.0000 35,910.00 3,900.000 35,100 026 TEMPORARY GRAVEL BAG BERM LF 9.0000 2,880.00 0.000 0 027 TEMPORARY LARGE SEDIMENT BARRIER LF 13.0000 37,050.00 3,378.000 43,914 028 TEMPORARY CONSTRUCTION ENTRANCE EA 4,600.0000 13,800.00 0.000 0 029 STREET SWEEPING LS 80,000.0000 80,000.00 0.926 74,080 030 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.057 855.00 1.000 15,000 031 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 2.5000 8,225.00 3,290.000 8,225 (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 2.2500 220.50 0.000 0 033 INVASIVE SPECIES CONTROL LS 5,000.0000 5,000.00 1.000 5,000 034 TEMPORARY HIGH-VISIBILITY FENCE LF 6.2500 18,312.50 2,480.000 15,500 035 CLEARING AND GRUBBING (LS) LS 66,000.0000 66,000.00 1.000 66,000 036 ROADWAY EXCAVATION CY 152.0000 509,200.00 3,350.000 509,200 037 STRUCTURE EXCAVATION (RETAINING WALL) CY 250.0000 131,750.00 527.000 131,750 (F) 038 STRUCTURE BACKFILL (SLURRY CEMENT) CY 425.0000 49,300.00 116.000 49,300 (F) (RETAINING WALL) 039 STRUCTURE BACKFILL (RETAINING WALL) CY 275.0000 162,525.00 591.000 162,525 (F) 040 DISPLAY PANEL AND FRAME EA 5,536.0000 5,536.00 1.000 5,536.00 1.000 5,536 041 ROCK BLANKET SQFT 37.0000 115,440.00 222.000 8,214.00 3,342.000 123,654 042 SOIL AMENDMENT CY 105.0000 273.00 2.600 273.00 2.600 273 043 PACKET FERTILIZER EA 1.0000 570.00 524.000 524.00 524.000 524 044 SLOW-RELEASE FERTILIZER LB 6.0000 102.00 0.000 0 045 PLANT (GROUP A) EA 20.0000 5,400.00 245.000 4,900.00 245.000 4,900 046 PLANT ESTABLISHMENT WORK LS 22,500.0000 22,500.00 0.000 0 047 DECOMPOSED GRANITE SQFT 12.0000 900.00 75.000 900 048 WOOD MULCH CY 65.0000 1,755.00 27.000 1,755.00 27.000 1,755 049 1" REMOTE CONTROL VALVE EA 1,650.0000 1,650.00 1.000 1,650.00 1.000 1,650 PROGRAM CAS145 PAGE 3 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G4104 TIME 08:55 PM ESTIMATE NO. 011 BID OPENING 07/05/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: CAI, LUOBAO DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BATTERY POWERED IRRIGATION CONTROLLER EA 1,850.0000 1,850.00 1.000 1,850.00 1.000 1,850 051 1" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 25.0000 750.00 30.000 750.00 30.000 750 (F) 052 3/4" DRIP IRRIGATION TUBING LF 4.2000 4,242.00 1,010.000 4,242.00 1,010.000 4,242 (F) 053 DRIP IRRIGATION EMITTERS EA 5.0000 2,700.00 536.000 2,680.00 536.000 2,680 054 DRIP IRRIGATION FLUSH VALVE EA 55.0000 110.00 2.000 110.00 2.000 110 055 1" BACKFLOW PREVENTER ASSEMBLY EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 056 BACKFLOW PREVENTER ENCLOSURE EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 057 FILTER ASSEMBLY UNIT AND PRESSURE EA 650.0000 650.00 1.000 650.00 1.000 650 REGULATOR ASSEMBLY 058 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 20.0000 600.00 30.000 600.00 30.000 600 (F) LINE) 059 1" PRESSURE RELIEF VALVE EA 80.0000 80.00 1.000 80.00 1.000 80 060 BALL VALVE EA 300.0000 300.00 1.000 300.00 1.000 300 061 PVC PIPE CONDUIT (SLEEVE) LF 35.0000 7,700.00 220.000 7,700 (F) 062 8" CORRUGATED HIGH DENSITY POLYETHYLENE LF 65.0000 3,770.00 58.000 3,770 PIPE CONDUIT 063 IMPORTED TOPSOIL (CY) CY 105.0000 4,620.00 44.000 4,620 064 CLASS 4 AGGREGATE SUBBASE CY 350.0000 5,250.00 20.200 7,070 065 CLASS 2 AGGREGATE BASE (CY) CY 120.0000 204,000.00 14.720 1,766.40 1,714.720 205,766 066 CRACK TREATMENT LNMI 17,833.0000 10,699.80 0.600 10,699.80 0.600 10,699 067 MICRO-SURFACING TON 3,045.0000 85,260.00 0.000 0 068 MINOR HOT MIX ASPHALT TON 285.0000 256,500.00 798.475 227,565 069 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 47.0000 3,666.00 78.000 3,666.00 78.000 3,666 070 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.4000 20,210.00 2,150.000 20,210 071 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 70.0000 18,900.00 270.000 18,900 072 DRIVE STEEL SHEET PILE (HYDRAULICALLY SQFT 18.0000 875,700.00 48,650.000 875,700 (F) PUSHED) 073 FURNISH STEEL SHEET PILING (SQFT) SQFT 35.7700 1,740,210.50 48,650.000 1,740,210 (F) 074 STRUCTURAL CONCRETE, PILE CAP CY 6,470.0000 718,170.00 111.000 718,170 (F) 075 STRUCTURAL CONCRETE, RETAINING WALL CY 1,450.0000 191,400.00 132.000 191,400 (F) 076 STRUCTURAL CONCRETE, HEADWALL CY 3,900.0000 31,200.00 8.000 31,200 (F) PROGRAM CAS145 PAGE 4 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G4104 TIME 08:55 PM ESTIMATE NO. 011 BID OPENING 07/05/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: CAI, LUOBAO DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,560.0000 59,280.00 11.960 54,537 (F) 078 MINOR CONCRETE (MINOR STRUCTURE) CY 2,785.0000 19,495.00 7.000 19,495 (F) 079 BAR REINFORCING STEEL (EPOXY COATED) LB 4.3000 42,660.30 9,921.000 42,660 (F) (RETAINING WALL) 080 BAR REINFORCING STEEL (EPOXY COATED) LB 3.9000 63,476.40 16,276.000 63,476 (F) (PILE CAP) 081 REMOVE RETAINING WALL (LS) LS 9,650.0000 9,650.00 1.000 9,650 082 30" ALTERNATIVE PIPE CULVERT LF 332.0000 8,300.00 25.000 8,300 083 CONCRETE BACKFILL (PIPE TRENCH) CY 294.0000 27,930.00 28.840 8,478 (F) 084 18" REINFORCED CONCRETE PIPE LF 482.0000 72,300.00 152.300 73,408 085 24" REINFORCED CONCRETE PIPE LF 438.0000 42,924.00 97.500 42,705 086 21" X 15" CORRUGATED STEEL PIPE ARCH LF 353.0000 20,827.00 89.000 31,417 (.109" THICK) 087 DRAINAGE INLET MARKER EA 314.0000 2,198.00 6.000 1,884.00 6.000 1,884 088 REMOVE HEADWALL EA 5,580.0000 5,580.00 1.000 5,580 089 ADJUST MANHOLE TO GRADE EA 1,800.0000 7,200.00 3.000 5,400 090 ADJUST FRAME AND COVER TO GRADE EA 2,162.0000 21,620.00 10.000 21,620 091 CAP INLET EA 2,500.0000 2,500.00 1.000 2,500 092 SMALL-ROCK SLOPE PROTECTION CY 420.0000 20,160.00 48.000 20,160 093 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 330.0000 1,089.00 3.300 1,089 METHOD B) (CY) 094 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 25.0000 300.00 12.000 300 095 MINOR CONCRETE (CURB) (CY) CY 1,090.0000 119,900.00 107.320 116,978 096 DETECTABLE WARNING SURFACE SQFT 40.0000 9,200.00 145.000 5,800.00 230.000 9,200 097 MINOR CONCRETE (MISCELLANEOUS CY 2,300.0000 2,300.00 0.960 2,208 CONSTRUCTION) 098 MINOR CONCRETE (DRIVEWAY) CY 1,475.0000 14,750.00 0.670 988.25 10.000 14,750 099 MINOR CONCRETE (SIDEWALK) CY 1,200.0000 7,200.00 6.000 7,200 100 MINOR CONCRETE (CURB RAMP) CY 2,725.0000 27,250.00 0.490 1,335.25 10.000 27,250 101 MINOR CONCRETE (PERVIOUS CONCRETE CY 995.0000 15,920.00 27.800 27,661 PAVEMENT) 102 MINOR CONCRETE (BIKE PATH) CY 560.0000 672,000.00 90.054 50,430.24 1,211.043 678,184 103 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 160.0000 12,800.00 80.000 12,800 PROGRAM CAS145 PAGE 5 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G4104 TIME 08:55 PM ESTIMATE NO. 011 BID OPENING 07/05/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: CAI, LUOBAO DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE CONCRETE (CURB AND GUTTER) LF 13.0000 11,440.00 880.000 11,440 105 MISCELLANEOUS IRON AND STEEL LB 10.0000 24,820.00 2,156.000 21,560 (F) 106 RELOCATE MAILBOX EA 1,065.0000 4,260.00 4.000 4,260 107 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 50.0000 4,050.00 81.000 4,050.00 81.000 4,050 108 REMOVE CHAIN LINK FENCE LF 19.5000 3,510.00 241.000 4,699 109 REMOVE PAVEMENT MARKER EA 2.0000 186.00 93.000 186 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 450.00 82.000 410.00 100.000 500 111 OBJECT MARKER (TYPE P) EA 115.0000 115.00 1.000 115.00 1.000 115 112 OBJECT MARKER (TYPE K-1) EA 75.0000 150.00 2.000 150.00 2.000 150 113 REMOVE ROADSIDE SIGN EA 135.0000 1,755.00 14.000 1,890.00 14.000 1,890 114 RELOCATE ROADSIDE SIGN EA 380.0000 1,520.00 2.000 760.00 2.000 760 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7500 3,172.50 153.370 1,802.10 233.420 2,742 (0.063"-UNFRAMED) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.2500 318.50 2.000 24.50 6.000 73 (0.080"-UNFRAMED) 117 ROADSIDE SIGN - ONE POST EA 485.0000 18,430.00 26.000 12,610.00 39.000 18,915 118 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 230.00 0.000 0 METHOD) 119 TUBE AND CABLE RAILING (RETAINING WALL) LF 300.0000 611,100.00 0.000 0 (F) 120 TUBE AND CABLE RAILING LF 280.0000 190,400.00 0.000 0 (F) 121 BARRIER TRANSITION (TYPE 85, MOD) EA 7,845.0000 7,845.00 1.000 7,845 122 CONCRETE BARRIER (TYPE 85, MOD) EA 1,065.0000 1,214,100.00 1,140.000 1,214,100 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 12,544.00 4,026.000 5,636.40 4,597.000 6,435 124 8" THERMOPLASTIC TRAFFIC STRIPE LF 14.0000 700.00 50.000 700.00 50.000 700 125 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 10,080.00 1,696.500 10,179.00 1,780.500 10,683 126 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 1,740.00 507.000 1,521.00 507.000 1,521 127 REMOVE PAINTED TRAFFIC STRIPE LF 1.5000 3,315.00 2,692.000 4,038 128 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.3000 3,220.00 2,080.000 4,784 129 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 1,400.00 140.000 1,400 130 LIGHTING SYSTEM LS 36,800.0000 36,800.00 0.025 920.00 1.000 36,800 PROGRAM CAS145 PAGE 6 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G4104 TIME 08:55 PM ESTIMATE NO. 011 BID OPENING 07/05/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: CAI, LUOBAO DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 198,131.94 9,229,590.77 ADJUSTMENT OF COMPENSATION 0.00 99,750.30 EXTRA WORK 61,052.64 283,837.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 259,184.58 9,613,178.47 131 MOBILIZATION LS 1,130,000.0000 1,130,000.00 1.000 1,130,000 ORIGINAL CONTRACT AMOUNT 11,339,050.00 TOTAL WORK COMPLETED 259,184.58 10,743,178.47 MATERIALS ON HAND ON SITE -133,706.00 0.00 DEDUCTIONS -4,000.00 -36,192.15 TOTAL 121,478.58 10,706,986.32 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 09/02/22 175 09/06/22 09/06/22 07/20/23 180 36 6 0 89% 99% PROGRESS IS SATISFACTORY CAI, LUOBAO RESIDENT ENGINEER