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 08/18/23 EST. NO. 013 TIME 10:40 PM R.E. NAME: JASON ALSHEIKH 11-430514 --------------------------------------------------------------------------- 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 08/18/23 EST. NO. 013 TIME 10:40 PM R.E. NAME: JASON ALSHEIKH 11-430514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP PERFORMANCE WH -320,997.27 010 SWPPP PERFORMANCE WH 320,997.27 011 0.00 0.00 LABOR COMPLIANCE VIOLATION DEL NOV 2022 CPR -5,000.00 005 RECD NOV 2022 DEL 5,000.00 006 DEL JAN 2023 CPR -10,000.00 007 DEL FEB 2023 CPR -5,000.00 008 DEL MAR/APR 2023 CPR -10,000.00 010 RECD FEBRUARY2023DEL 5,000.00 011 RECD JANUARY2023 DEL 10,000.00 011 0.00 -10,000.00 LIQUIDATED DAMAGES LATE TRAFFIC 10-98 -209,850.00 011 0.00 -209,850.00 TOTAL DEDUCTIONS 0.00 -219,850.00 PROGRAM CAS145 PAGE 1 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 10:40 PM ESTIMATE NO. 013 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 08/18/23 LOCATION PROGRESS ESTIMATE 11-SD-15-R31.3/R37.1 ----------------- SECURITY PAVING COMPANY, INC. IN SAN DIEGO COUNTY IN AND NEAR 3075 TOWNSGATE ROAD; ESCONDIDO FROM 0.2 MILE SOUTH OF WESTLAKE VILLAGE CA 91361 ROUTE 15/78 SEPARATON TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING FED. AID NO. ACSB-154(210)E MAINLINE PAVEMENT REHABILITATION, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,285.3600 1,285.36 1.000 1,285 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 11,246.8800 11,246.88 0.500 5,623 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,000.0000 1,800,000.00 21.000 84,000.00 223.000 892,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 66,000.00 5.000 30,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 42,000.00 44.000 8,800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 123,180.0800 123,180.08 0.041 5,050.38 0.598 73,661 007 TRAFFIC CONTROL SYSTEM LS 972,912.7000 972,912.70 0.049 47,672.72 0.496 482,564 008 TRAFFIC CONTROL SUPERVISOR DAY 558.5800 377,041.50 208.500 116,463 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.1400 9,097.80 126.000 647 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1700 121,890.00 592,409.000 100,709 011 PLASTIC TRAFFIC DRUMS EA 20.2300 48,349.70 223.000 4,511 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 58.9200 76,596.00 60.000 3,535.20 546.000 32,170 SYSTEM DAY 013 TEMPORARY PAVEMENT MARKER EA 2.6900 44,116.00 7,663.000 20,613 014 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 19,853.0600 119,118.36 0.306 6,075.04 2.983 59,221 015 TEMPORARY AUTOMATED END OF QUEUE EA 68.2900 85,362.50 0.000 0 WARNING SYSTEM (TYPE 1) DAY 016 END OF QUEUE MONITORING AND EA 574.1200 45,929.60 0.000 0 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 017 TEMPORARY RAILING (TYPE K) LF 17.3800 2,259,400.00 85,692.000 1,489,326 018 TEMPORARY CRASH CUSHION MODULE EA 143.5500 90,436.50 182.000 26,126 019 TEMPORARY RADAR SPEED FEEDBACK EA 198.1600 3,170.56 5.027 996 SIGN SYSTEM 020 JOB SITE MANAGEMENT LS 100,215.0300 100,215.03 0.102 10,221.93 0.496 49,706 021 PREPARE STORM WATER POLLUTION PREVENTION LS 3,748.9600 3,748.96 1.000 3,748 PLAN PROGRAM CAS145 PAGE 2 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 10:40 PM ESTIMATE NO. 013 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 RAIN EVENT ACTION PLAN EA 500.0000 33,500.00 2.000 1,000 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 267.7800 5,623.38 2.000 535 024 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 235.9200 22,884.24 64.000 15,098 026 TEMPORARY FIBER ROLL LF 2.4300 2,867.40 405.000 984.15 1,198.000 2,911 027 TEMPORARY CONSTRUCTION ENTRANCE EA 4,275.9500 42,759.50 6.267 26,797 028 STREET SWEEPING LS 524,854.2600 524,854.26 0.142 74,529.30 0.496 260,327 029 TEMPORARY CONCRETE WASHOUT LS 91,260.3700 91,260.37 0.142 12,958.97 0.496 45,265 030 MANAGE SOLID WASTE GENERATED BY PUBLIC HR 26.7800 19,281.60 13.000 348 031 TREATED WOOD WASTE LB 0.6300 28,224.00 12,546.000 7,903 032 REMOVE CONCRETE (CY) CY 103.1000 4,948.80 0.000 0 033 CLEARING AND GRUBBING (LS) LS 72,858.3400 72,858.34 0.354 25,791 034 ROADWAY EXCAVATION CY 26.8000 2,580,840.00 50,401.580 1,350,762 035 GRAVEL MULCH SQFT 4.7100 9,231.60 0.000 0 036 CLASS 2 AGGREGATE BASE (CY) CY 54.7700 2,382,495.00 2,928.630 160,401.07 25,153.400 1,377,651 037 LEAN CONCRETE BASE RAPID SETTING CY 166.0600 199,272.00 168.000 27,898 038 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,220.7300 14,648.76 0.000 0 039 HOT MIX ASPHALT (TYPE A) TON 112.5200 4,680,832.00 2,553.570 287,327.70 23,234.350 2,614,329 040 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 185.8100 982,934.90 0.000 0 041 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5200 1,793.60 0.000 0 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5200 61,408.00 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5200 4,088.80 0.000 0 044 PLACE HOT MIX ASPHALT SQYD 181.3200 23,571.60 0.000 0 (MISCELLANEOUS AREA) 045 TACK COAT TON 749.7900 6,748.11 11.940 8,952 046 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 224.9400 4,948.68 0.000 0 047 REMOVE ASPHALT CONCRETE DIKE LF 3.9000 3,393.00 235.000 916 048 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.2900 191,334.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 10:40 PM ESTIMATE NO. 013 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 CONTINUOUSLY REINFORCED CONCRETE CY 386.7100 14,424,283.00 11,383.000 4,401,919.93 11,383.000 4,401,919 PAVEMENT 050 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 051 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 052 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 405.0000 724,950.00 1,887.750 764,538 053 ISOLATION JOINT SEAL (SILICONE) LF 4.1800 202,312.00 0.000 0 054 GRIND EXISTING CONCRETE SQYD 3.4900 277,804.00 81,852.000 285,663 PAVEMENT 055 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,381.9300 145,102.65 232.350 321,091 (TYPE R) 056 MINOR CONCRETE (MINOR STRUCTURE) CY 1,381.8200 81,527.38 0.000 0 (F) 057 PAVING NOTCH EXTENSION CF 431.5700 22,873.21 143.100 61,757 058 CLEAN EXPANSION JOINT LF 11.9800 5,271.20 0.000 0 059 JOINT SEAL (MR 1") LF 22.4300 11,461.73 0.000 0 060 REMOVE PEDESTRIAN BARRICADE EA 482.0100 1,446.03 0.000 0 061 PEDESTRIAN BARRICADE EA 482.0100 1,446.03 0.000 0 062 RAPID SETTING CONCRETE (PATCH) CF 1,236.5120 3,091.28 0.000 0 063 REMOVE UNSOUND CONCRETE CF 1,456.7400 3,641.85 0.000 0 064 18" ALTERNATIVE SLOTTED PIPE LF 259.4400 254,251.20 11.000 2,853 065 24" ALTERNATIVE SLOTTED PIPE LF 408.5900 167,521.90 5.000 2,042 066 DETECTABLE WARNING SURFACE SQFT 38.5600 5,398.40 0.000 0 067 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 13.4400 292,992.00 0.000 0 CONCRETE) 068 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,221.0900 51,285.78 0.000 0 CURB RAMP) 069 PRE/POST CONSTRUCTION SURVEYS EA 1,071.1400 17,138.24 8.000 8,569 070 ADJUST MANHOLE FRAME AND COVER EA 1,606.6900 1,606.69 0.000 0 (UTILITY) 071 GUARD RAILING DELINEATOR EA 17.6700 2,827.20 0.000 0 072 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7300 17,035.20 0.000 0 073 MILEPOST MARKER EA 112.4700 1,574.58 0.000 0 074 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 101.7600 1,017.60 0.000 0 075 REMOVE ROADSIDE SIGN EA 101.7600 5,800.32 3.000 305.28 15.000 1,526 PROGRAM CAS145 PAGE 4 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 10:40 PM ESTIMATE NO. 013 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 REMOVE ROADSIDE SIGN EA 53.5500 589.05 4.000 214.20 4.000 214 (STRAP AND SADDLE BRACKET METHOD) 077 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.7800 12,854.40 0.000 0 078 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 27.8500 15,039.00 0.000 0 079 FURNISH LAMINATED PANEL SIGN SQFT 32.1300 10,281.60 0.000 0 (2 1/2"-TYPE H) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7800 12,486.80 131.490 1,548.95 131.490 1,548 (0.063"-UNFRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7800 11,662.20 51.500 606.67 51.500 606 (0.080"-UNFRAMED) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.2800 5,976.80 0.000 0 (0.063"-FRAMED) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.3500 8,140.00 18.750 381.56 18.750 381 (0.080"-FRAMED) 084 ROADSIDE SIGN - ONE POST EA 415.6000 34,079.20 3.000 1,246.80 3.000 1,246 085 ROADSIDE SIGN - TWO POST EA 1,044.3500 14,620.90 2.000 2,088.70 2.000 2,088 086 SIGN POST SUPPORT SYSTEM EA 3,748.9600 52,485.44 0.000 0 087 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 101.7600 1,729.92 11.000 1,119.36 11.000 1,119 METHOD) 088 INSTALL SIGN (MAST-ARM MOUNTED) EA 321.3400 3,856.08 0.000 0 089 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 8.5700 4,113.60 0.000 0 090 INSTALL ROADSIDE SIGN PANEL ON EA 69.6300 10,444.50 8.000 557.04 8.000 557 EXISTING POST 091 INSTALL ROADSIDE SIGN EA 8,676.1700 60,733.19 0.000 0 (LAMINATED WOOD BOX POST) 092 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 48.2000 76,156.00 0.000 0 093 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 40.9700 68,010.20 0.000 0 094 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 76.5900 17,615.70 0.000 0 (STEEL POST) 095 TRANSITION RAILING (TYPE WB-31) EA 6,855.2400 89,118.12 0.000 0 096 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,338.9100 13,389.10 0.000 0 097 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,607.3700 106,540.03 0.000 0 098 ALTERNATIVE CRASH CUSHION EA 44,987.5100 44,987.51 0.000 0 099 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 15,676.0000 31,352.00 0.000 0 100 CONCRETE BARRIER (TYPE 60M MOD) LF 99.1700 129,912.70 0.000 0 WITH SCUPPERS 101 REMOVE GUARDRAIL LF 19.5500 42,032.50 770.000 15,053 102 REMOVE CONCRETE BARRIER (TYPE K) LF 3.1300 3,693.40 1,180.000 3,693 PROGRAM CAS145 PAGE 5 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 10:40 PM ESTIMATE NO. 013 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 THERMOPLASTIC PAVEMENT MARKING SQFT 6.4300 42,695.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 104 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.8900 1,502.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 105 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 4,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 106 REMOVE TRAFFIC STRIPE LF 0.2100 148,890.00 152,704.000 32,067 107 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2900 185,760.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 108 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.9300 1,528.30 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 109 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.5000 8,145.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 110 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.2800 43,228.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 111 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.7100 2,356.20 63.000 674 112 12" RUMBLE STRIP STA 30.4600 12,793.20 0.000 0 (ASPHALT CONCRETE PAVEMENT) 113 12" RUMBLE STRIP STA 115.4300 56,560.70 0.000 0 (CONCRETE PAVEMENT) 114 CONTRAST STRIPE PAINT (1-COAT) LF 0.2800 40,600.00 0.000 0 115 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.5000 8,055.00 0.000 0 (WARRANTY) (BROKEN 17-7) 116 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.8400 531,080.00 0.000 0 (WARRANTY) (BROKEN 36-12) 117 SUBSURFACE LOCATOR LS 101,757.4500 101,757.45 0.000 0 118 MICROWAVE VEHICLE DETECTION SYSTEM LS 145,984.4600 145,984.46 0.000 0 119 CENSUS SYSTEMS LS 218,660.7100 218,660.71 0.000 0 120 CAMERA SYSTEMS LS 305,448.0400 305,448.04 0.000 0 121 FIBER OPTIC CABLE SYSTEMS LS 3,526,382.2000 3,526,382.20 0.000 0 122 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 280,788.4600 280,788.46 0.000 0 123 MODIFYING RAMP METERING SYSTEMS LS 110,404.7000 110,404.70 0.000 0 124 MODIFYING CAMERA SYSTEMS LS 73,960.5300 73,960.53 0.000 0 125 MODIFYING CENSUS STATION SYSTEMS LS 52,188.7200 52,188.72 0.000 0 126 REMOVING CENSUS STATION SYSTEMS LS 3,494.0300 3,494.03 0.000 0 127 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 10:40 PM ESTIMATE NO. 013 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 128 CONTINUOUSLY REINFORCED CONCRETE CY 443.6700 421,486.50 0.000 0 PAVEMENT (RSC) 129 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 130 DRILL AND BOND (DOWEL BAR) EA 19.7900 118,542.10 90.000 1,781.10 2,218.000 43,894 131 PAVING NOTCH EXTENSION CF 420.4600 37,420.94 0.000 0 PROGRAM CAS145 PAGE 7 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 10:40 PM ESTIMATE NO. 013 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,104,526.05 15,117,778.39 ADJUSTMENT OF COMPENSATION 0.00 7,865.00 EXTRA WORK 0.00 222,681.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,104,526.05 15,348,325.26 132 MOBILIZATION LS 3,476,499.8800 3,476,499.88 0.950 3,302,674 ORIGINAL CONTRACT AMOUNT 45,969,872.00 TOTAL WORK COMPLETED 5,104,526.05 18,651,000.15 MATERIALS ON HAND ON SITE 639,978.24 2,445,602.85 DEDUCTIONS 0.00 -219,850.00 TOTAL 5,744,504.29 20,876,753.00 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 06/27/22 450 08/22/22 08/22/22 12/13/24 223 24 0 0 40% 50% PROGRESS IS SATISFACTORY JASON ALSHEIKH RESIDENT ENGINEER