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 02/20/25 EST. NO. 020 TIME 06:12 PM R.E. NAME: SENG, TA 04-0K1604 --------------------------------------------------------------------------- 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 0039 35.62 E.W. @ F.A.(+) 073124 N 0036.0 0040 10,975.23 103024 N 0104.0 0041 395.25 090424 N 0108.0 0042 1,635.35 111224 N 0145.0 005 0003 5,117.40 E.W. @ F.A.(+) 111623 N 0060.0 0004 5,517.58 120723 N 0061.0 0005 8,162.47 120623 N 0062.0 0006 7,941.20 121123 N 0063.0 0007 12,395.90 121223 N 0064.0 0008 13,366.47 121323 N 0065.0 0009 12,459.28 110123 N 0072.0 0010 5,237.01 031324 N 0080.0 0011 11,763.94 031824 N 0081.0 0012 13,201.27 031924 N 0082.0 0013 11,368.95 032024 N 0083.0 0014 10,543.23 040224 N 0086.0 0015 8,252.22 040124 N 0109.0 0016 11,227.70 032524 N 0084.0 0017 9,050.93 032624 N 0085.0 0018 9,129.12 102723 N 0113.0 0019 6,591.71 040524 N 0130.0 0020 6,536.35 040824 N 0131.0 0021 7,232.86 040924 N 0132.0 0022 8,980.33 041024 N 0133.0 0023 6,103.22 041024 N 0134.0 0025 9,429.05 041624 N 0136.0 0026 11,629.94 041924 N 0137.0 0027 6,886.76 042324 N 0138.0 0029 2,352.15 102623 N 0116.1 008 0002 1,292.67 E.W. @ F.A.(+) 110223 N 0051.0 0003 1,292.67 110123 N 0052.0 0004 5,191.03 010924 N 0053.0 0005 3,810.29 010824 N 0054.0 0006 2,253.12 011724 N 0055.0 0007 1,054.61 011824 N 0056.0 0008 2,432.40 022824 N 0057.0 0009 1,814.71 030624 N 0058.0 0010 3,871.93 102723 N 0059.0 0011 2,306.28 091324 N 0073.0 0012 4,003.03 091624 N 0074.0 0013 3,721.56 091824 N 0075.0 0014 3,880.35 091924 N 0076.0 0015 2,529.54 092024 N 0077.0 0016 1,737.58 092424 N 0078.0 0017 1,009.25 092624 N 0079.0 275,719.51 TOTAL THIS ESTIMATE 213,647.64 TOTAL PREVIOUS ESTIMATE 489,367.15 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 02/20/25 EST. NO. 020 TIME 06:12 PM R.E. NAME: SENG, TA 04-0K1604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K1604 TIME 06:12 PM ESTIMATE NO. 020 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/20/25 LOCATION PROGRESS ESTIMATE 04-ALA-80-R7.6/8.0 ----------------- 04-CC-80-0.0/13.5 BAY CITIES PAVING & GRADING, ALAMEDA AND CONTRA COSTA COUNTIES IN INC. ALBANY AND CROCKETT FROM 0.4 MILE SOUTH OF 1450 CIVIC CT BLDG B #400 ALAMEDA COUNTY LINE TO 0.2 MILE SOUTH OF CONCORD CA 94520 POMONA STREET FED. AID NO. SIMG-801(998)E CONSTRUCT RHMA, LIGHTING SYSTEM, AND CONCR ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,347.1300 3,347.13 1.000 3,347 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 13,000.0000 13,000.00 0.995 12,935 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,400.0000 840,000.00 14.000 33,600.00 197.000 472,800 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 72,000.00 1.000 6,000.00 2.000 12,000 005 HOURLY OFF-SITE HR 200.0000 12,000.00 8.000 1,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 340,542.7500 340,542.75 0.460 156,649 007 CONSTRUCTION AREA SIGNS LS 135,000.0000 135,000.00 0.400 54,000 008 TRAFFIC CONTROL SYSTEM LS 1,631,728.6700 1,631,728.67 0.030 48,951.86 0.580 946,402 009 TRAFFIC CONTROL SUPERVISOR DAY 653.0700 47,674.11 4.000 2,612.28 61.000 39,837 010 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 448.4800 118,847.20 14.000 6,278.72 269.000 120,641 011 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 7.0000 24,640.00 2,189.000 15,323 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 287,550.00 603,575.000 271,608 013 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,100.00 44.000 1,540 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 141.4100 56,564.00 14.000 1,979.74 269.000 38,039 SYSTEM DAY 015 TEMPORARY PAVEMENT MARKER EA 7.0000 105,000.00 11,497.000 80,479 016 TEMPORARY BARRIER SYSTEM LF 16.1800 1,783,845.00 17,132.000 277,195.76 96,031.000 1,553,781 017 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,606.1200 42,424.48 1.000 10,606 018 MOBILE BARRIER SYSTEM DAY 1,872.3500 496,172.75 0.000 0 019 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,500.0000 45,000.00 3.000 13,500.00 8.000 36,000 020 JOB SITE MANAGEMENT LS 49,580.2900 49,580.29 0.030 1,487.41 0.550 27,269 021 PREPARE WATER POLLUTION CONTROL PROGRAM LS 36,250.0000 36,250.00 0.750 27,187 022 RAIN EVENT ACTION PLAN EA 500.0000 40,000.00 5.000 2,500.00 33.000 16,500 PROGRAM CAS145 PAGE 2 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K1604 TIME 06:12 PM ESTIMATE NO. 020 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 156.0000 7,800.00 9.000 1,404 024 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 025 TEMPORARY COVER SQYD 2.7500 8,250.00 0.000 0 026 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 46,250.00 10.000 1,250.00 91.000 11,375 027 TEMPORARY FIBER ROLL LF 3.8000 11,400.00 2,000.000 7,600 028 STREET SWEEPING LS 34,107.9500 34,107.95 0.030 1,023.24 0.550 18,759 029 TEMPORARY CONCRETE WASHOUT LS 50,000.0000 50,000.00 0.030 1,500.00 0.550 27,500 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.2500 171,250.00 100,234.000 125,292 STRIPE (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.2000 1,756.00 0.000 0 032 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 0.000 0 033 ROADWAY EXCAVATION CY 173.0900 167,897.30 484.500 83,862 034 WOOD MULCH CY 90.0000 28,800.00 0.000 0 035 CHECK AND TEST EXISTING IRRIGATION LS 15,000.0000 15,000.00 0.000 0 FACILITIES 036 REMOVE IRRIGATION FACILITY LS 15,000.0000 15,000.00 0.000 0 037 1" REMOTE CONTROL VALVE EA 750.0000 21,000.00 0.000 0 038 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 039 1 1/2" REMOTE CONTROL VALVE EA 850.0000 9,350.00 0.000 0 040 2" WYE STRAINER ASSEMBLY EA 900.0000 10,800.00 0.000 0 041 2" GATE VALVE EA 1,000.0000 8,000.00 0.000 0 042 2 1/2" GATE VALVE EA 1,500.0000 21,000.00 0.000 0 043 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 10.0000 12,950.00 0.000 0 (F) LINE) 044 2 1/2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 10.0000 76,160.00 0.000 0 LINE) 045 QUICK COUPLING VALVE EA 450.0000 6,750.00 0.000 0 046 BALL VALVE EA 500.0000 500.00 0.000 0 047 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 850.0000 26,350.00 0.000 0 048 HYDROMULCH SQFT 0.0900 49,887.00 0.000 0 049 FIBER ROLLS LF 3.8000 33,098.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K1604 TIME 06:12 PM ESTIMATE NO. 020 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HYDROSEED SQFT 0.2100 10,710.00 0.000 0 051 COMPOST (CY) CY 87.0000 13,920.00 0.000 0 052 INCORPORATE MATERIALS SQFT 0.0800 4,080.00 0.000 0 053 CLASS 2 AGGREGATE BASE (CY) CY 211.2400 204,902.80 484.000 102,240 054 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 123.0000 5,990,100.00 37.080 4,560.84 374.280 46,036 (OPEN GRADED FRICTION COURSE) 055 TACK COAT TON 1,106.8000 276,700.00 0.000 0 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.3200 1,932,560.00 0.000 0 057 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,873.7900 774,758.00 99.260 384,512 (F) 058 CONCRETE SURFACE TEXTURE SQFT 5.0000 1,290,000.00 115,000.000 575,000 (F) 059 FURNISH SIGN STRUCTURE (TRUSS) LB 11.5000 67,390.00 0.000 0 (F) 060 INSTALL SIGN STRUCTURE (TRUSS) LB 8.0000 46,880.00 0.000 0 (F) 061 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 9.0000 75,330.00 0.000 0 (F) WITHOUT WALKWAY) 062 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 9.0000 75,330.00 0.000 0 (F) WITHOUT WALKWAY) 063 REMOVE BRIDGE MOUNTED SIGN EA 1,500.0000 9,000.00 0.000 0 064 12" REINFORCED CONCRETE PIPE LF 560.4300 22,417.20 38.500 21,576 065 18" REINFORCED CONCRETE PIPE LF 195.6500 179,998.00 198.000 38,738 066 21" REINFORCED CONCRETE PIPE LF 3,636.1200 3,636.12 1.000 3,636 067 24" REINFORCED CONCRETE PIPE LF 827.4200 9,101.62 10.000 8,274 068 36" REINFORCED CONCRETE PIPE LF 944.3800 4,721.90 5.000 4,721 069 18" SLOTTED CORRUGATED STEEL PIPE (.064" LF 119.1200 1,405,616.00 2,097.720 249,880.41 9,967.720 1,187,354 THICK) 070 REMOVE CULVERT (EA) EA 1,545.6300 139,106.70 9.000 13,910.67 62.000 95,829 071 REMOVE CULVERT (LF) LF 535.5300 37,487.10 20.900 11,192.58 59.900 32,078 072 REMOVE INLET EA 810.2700 81,027.00 1.000 810.27 66.000 53,477 073 MISCELLANEOUS IRON AND STEEL LB 2.1000 48,182.40 9,982.000 20,962 (F) 074 PREPARE AND PAINT CONCRETE SQFT 90.0000 19,800.00 0.000 0 075 REMOVE PAVEMENT MARKER EA 2.0000 40,200.00 10,564.000 21,128 076 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 145,600.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K1604 TIME 06:12 PM ESTIMATE NO. 020 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CONCRETE BARRIER MARKER EA 20.0000 109,200.00 0.000 0 078 OBJECT MARKER (TYPE P) EA 195.0000 3,900.00 0.000 0 079 REMOVE ROADSIDE SIGN EA 100.0000 14,000.00 0.000 0 080 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 50.0000 2,000.00 0.000 0 BRACKET METHOD) 081 REMOVE ROADSIDE SIGN PANEL EA 50.0000 600.00 0.000 0 082 REMOVE SIGN PANEL AND REMOVABLE SIGN EA 450.0000 4,950.00 0.000 0 PANEL FRAME 083 REMOVE SIGN PANEL EA 500.0000 9,500.00 0.000 0 084 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 14.0000 18,760.00 0.000 0 085 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 21.5000 89,440.00 0.000 0 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.8500 33,794.00 0.000 0 (0.063"-UNFRAMED) 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.1500 7,374.50 0.000 0 (0.080"-UNFRAMED) 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.8000 25,256.00 0.000 0 (0.063"-FRAMED) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0500 35,459.00 0.000 0 (0.080"-FRAMED) 090 METAL (BARRIER MOUNTED SIGN) LB 9.0000 44,280.00 0.000 0 091 ROADSIDE SIGN - ONE POST EA 300.0000 18,000.00 0.000 0 092 ROADSIDE SIGN - TWO POST EA 600.0000 36,000.00 0.000 0 093 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 6,000.00 0.000 0 METHOD) 094 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 15.5000 42,935.00 0.000 0 095 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 150.0000 1,800.00 0.000 0 POST 096 ALTERNATIVE CRASH CUSHION SYSTEM EA 39,726.0000 238,356.00 0.000 0 097 CONCRETE BARRIER (TYPE 60MC) LF 155.0000 2,418,000.00 8,088.000 1,253,640 098 CONCRETE BARRIER (TYPE 60MGC) LF 240.0000 7,200,000.00 1,030.600 247,344.00 12,772.400 3,065,376 099 CONCRETE BARRIER TRANSITION LF 358.6900 2,471,374.10 182.000 65,281.58 3,363.600 1,206,489 (F) 100 REMOVE CONCRETE BARRIER LF 29.2300 1,484,884.00 12,204.500 356,737.54 43,731.200 1,278,262 101 REMOVE CRASH CUSHION EA 1,124.8100 3,374.43 0.000 0 102 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 12.0000 280,800.00 0.000 0 WET NIGHT VISIBILITY) 103 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 247,250.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) PROGRAM CAS145 PAGE 5 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K1604 TIME 06:12 PM ESTIMATE NO. 020 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 5,175.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 105 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3500 351,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 106 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5500 8,850.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 107 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4500 34,220.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 108 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4500 153,700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 109 12" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 169,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 110 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 257,500.00 192,233.000 96,116 111 REMOVE CONTRAST STRIPE LF 0.2500 11,050.00 0.000 0 112 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 45,000.00 2,541.000 7,623 113 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.5000 9,450.00 0.000 0 (WARRANTY) (BROKEN 12-3) 114 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 14.0000 2,100.00 0.000 0 (WARRANTY) 115 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.0000 89,600.00 0.000 0 (WARRANTY) 116 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.5000 83,200.00 0.000 0 (WARRANTY) (BROKEN 18-12) 117 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.5000 21,255.00 0.000 0 (WARRANTY) (BROKEN 17-7) 118 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.0000 68,560.00 0.000 0 (WARRANTY) 119 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.5000 43,725.00 0.000 0 (WARRANTY) (BROKEN 36-12) 120 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.400 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 121 LIGHTING SYSTEM LS 13,600,000.0000 13,600,000.00 0.032 435,200.00 0.323 4,392,800 122 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 123 1 1/2" WYE STRAINER ASSEMBLY EA 750.0000 2,250.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K1604 TIME 06:12 PM ESTIMATE NO. 020 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,782,796.90 18,073,214.98 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 275,719.51 489,367.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,058,516.41 18,562,582.13 124 MOBILIZATION LS 5,328,900.0000 5,328,900.00 0.950 5,062,455 ORIGINAL CONTRACT AMOUNT 55,089,000.00 TOTAL WORK COMPLETED 2,058,516.41 23,625,037.13 MATERIALS ON HAND ON SITE -4,348.44 2,901,215.29 DEDUCTIONS 0.00 0.00 TOTAL 2,054,167.97 26,526,252.42 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 03/02/23 350 05/19/23 05/19/23 09/30/25 198 239 0 0 42% 57% PROGRESS IS SATISFACTORY SENG, TA RESIDENT ENGINEER