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 06/17/25 EST. NO. 028 TIME 03:23 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 --------------------------------------------------------------------------- 015 0002 -9,096.71 A.C. @ U.P.(-) 051625 N 2 039 0001 -21,386.17 A.C. @ L.S.(-) 061025 N 001 -30,482.88 TOTAL THIS ESTIMATE 1,484,972.81 TOTAL PREVIOUS ESTIMATE 1,454,489.93 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 06/17/25 EST. NO. 028 TIME 03:23 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 FORM CEM-2406 9/23 -10,000.00 015 FORM CEM-2404F 9/23 -10,000.00 015 LETTER CT 180 -302,116.67 015 FORM CEM-2406 09/23 10,000.00 016 FORM CEM-2404F 9/23 10,000.00 016 CT-201 -500,000.00 017 CT-201 -500,000.00 017 CT-201 -700,003.00 017 CT-201 -999,999.00 017 CT-201 -999,999.00 017 CT-201 -999,999.00 017 CT-231 999,999.00 017 CT-231 999,999.00 017 CT-231 999,999.00 017 CT-231 700,003.00 017 CT-231 500,000.00 017 CT231 500,000.00 017 FORM CEM-2406 2/24 -10,000.00 018 FORM CEM-2404F -10,000.00 018 FORM CEM-2406 4/24 -10,000.00 019 FORM CEM-2404 4/24 -10,000.00 019 CT-291 25% WITHHOLD -514,151.95 020 2404F,2406 AUG 2024 -20,000.00 020 2404F,2406 FEB 20,000.00 020 2404F,2406 MAY,JUNE -40,000.00 020 2404F,2406 JULY 2024 -20,000.00 020 CT-291 25% WITHHOLD 514,151.95 021 FORM-CEM 2406 4/24 10,000.00 021 FORM-CEM 2404 4/24 10,000.00 021 2404F,2406 AUG 2024 20,000.00 021 2404F,2406 MAY,JUNE 40,000.00 021 2404F,2406 JULY 2024 20,000.00 021 CT-357 WITHHOLD -64,903.97 023 2024 ANNUAL CEM 4401 -10,000.00 024 CT-357 WITHHOLD 64,903.97 027 2404F,2406 MAR 2025 -20,000.00 028 2404F,2406 APR 2025 -20,000.00 028 2404F,2406 MAR 2025 20,000.00 028 2404F,2406 APR 2025 20,000.00 028 0.00 -312,116.67 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 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 06/17/25 EST. NO. 028 TIME 03:23 PM R.E. NAME: JASON ALSHEIKH 11-430514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DEL MAR/APR 2023 CPR -10,000.00 010 RECD FEBRUARY2023DEL 5,000.00 011 RECD JANUARY2023 DEL 10,000.00 011 RECD MAR/APR23DELOTH 10,000.00 018 DEL AUGUST 24 CPR -10,000.00 020 DEL MAY/JULY 2024 -20,000.00 020 DEL/OTH SEPT2024 CPR -10,000.00 021 DEL/INQ OCT 24 CPR -10,000.00 022 RECD DEL MAY 24 10,000.00 023 DELFEB 25 CPR -10,000.00 026 RTND FEB 2025 DEL 10,000.00 027 0.00 -40,000.00 LIQUIDATED DAMAGES LATE TRAFFIC 10-98 -209,850.00 011 CT-306 LATE PICKUP -9,000.00 020 0.00 -218,850.00 TOTAL DEDUCTIONS 0.00 -570,966.67 PROGRAM CAS145 PAGE 1 DATE 06/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 03:23 PM ESTIMATE NO. 028 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 06/20/25 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 06/17/25 LOCATION RERUN 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 1,800,000.00 463.000 1,852,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 66,000.00 11.000 66,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 42,000.00 77.500 15,500.00 121.500 24,300 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 123,180.0800 123,180.08 0.764 94,109 007 TRAFFIC CONTROL SYSTEM LS 972,912.7000 972,912.70 0.911 886,323 008 TRAFFIC CONTROL SUPERVISOR DAY 558.5800 377,041.50 58.000 32,397 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.1400 9,097.80 378.000 1,942 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1700 121,890.00 1,003,021.000 170,513 011 PLASTIC TRAFFIC DRUMS EA 20.2300 48,349.70 556.000 11,247 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 58.9200 76,596.00 1,806.000 106,409 SYSTEM DAY 013 TEMPORARY PAVEMENT MARKER EA 2.6900 44,116.00 13,491.000 36,290 014 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 19,853.0600 119,118.36 5.467 108,536 015 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 6,054.490 105,227.04 119,900.000 2,083,862 018 TEMPORARY CRASH CUSHION MODULE EA 143.5500 90,436.50 392.000 56,271 019 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 0.911 91,295 021 PREPARE STORM WATER POLLUTION PREVENTION LS 3,748.9600 3,748.96 0.786 2,946 PLAN PROGRAM CAS145 PAGE 2 DATE 06/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 03:23 PM ESTIMATE NO. 028 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 06/20/25 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 06/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 25.000 12,500 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 267.7800 5,623.38 7.000 1,874 024 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 025 TEMPORARY DRAINAGE INLET PROTECTION EA 235.9200 22,884.24 8.000 1,887.36 80.000 18,873 026 TEMPORARY FIBER ROLL LF 2.4300 2,867.40 4,725.000 11,481 027 TEMPORARY CONSTRUCTION ENTRANCE EA 4,275.9500 42,759.50 7.000 29,931 028 STREET SWEEPING LS 524,854.2600 524,854.26 0.911 478,142 029 TEMPORARY CONCRETE WASHOUT LS 91,260.3700 91,260.37 0.911 83,138 030 MANAGE SOLID WASTE GENERATED BY PUBLIC HR 26.7800 19,281.60 45.000 1,205 031 TREATED WOOD WASTE LB 0.6300 28,224.00 12,700.000 8,001 032 REMOVE CONCRETE (CY) CY 103.1000 4,948.80 24.220 2,497 033 CLEARING AND GRUBBING (LS) LS 72,858.3400 72,858.34 0.737 53,696 034 ROADWAY EXCAVATION CY 26.8000 2,580,840.00 78,552.840 2,105,216 035 GRAVEL MULCH SQFT 4.7100 9,231.60 1,467.560 6,912.21 1,467.560 6,912 036 CLASS 2 AGGREGATE BASE (CY) CY 54.7700 2,382,495.00 35,636.760 1,951,825 037 LEAN CONCRETE BASE RAPID SETTING CY 166.0600 199,272.00 0.000 0 038 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,220.7300 14,648.76 0.000 0 039 HOT MIX ASPHALT (TYPE A) TON 112.5200 4,680,832.00 333.730 37,551.30 33,682.840 3,789,993 040 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 1,793.60 669.980 1,018 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5200 61,408.00 5,560.620 8,452.14 24,053.500 36,561 043 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5200 4,088.80 1,317.840 2,003 044 PLACE HOT MIX ASPHALT SQYD 181.3200 23,571.60 0.000 0 (MISCELLANEOUS AREA) 045 TACK COAT TON 749.7900 6,748.11 0.000 0 046 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 224.9400 4,948.68 5.270 1,185 047 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 06/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 03:23 PM ESTIMATE NO. 028 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 06/20/25 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 06/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 28,682.200 11,091,693 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 -8.500 -3,442.50 1,879.250 761,096 053 ISOLATION JOINT SEAL (SILICONE) LF 4.1800 202,312.00 1,166.000 4,873.88 18,035.000 75,386 054 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 9.290 12,838.13 241.640 333,929 (TYPE R) 056 MINOR CONCRETE (MINOR STRUCTURE) CY 1,381.8200 81,527.38 0.460 635.64 59.000 81,527 (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 2.000 964 061 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 20.000 5,188.80 748.000 194,061 065 24" ALTERNATIVE SLOTTED PIPE LF 408.5900 167,521.90 260.000 106,233 066 DETECTABLE WARNING SURFACE SQFT 38.5600 5,398.40 0.000 0 067 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 13.4400 292,992.00 9,162.000 123,137 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 6.000 106.02 89.000 1,572 072 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 9.000 915 075 REMOVE ROADSIDE SIGN EA 101.7600 5,800.32 24.000 2,442 PROGRAM CAS145 PAGE 4 DATE 06/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 03:23 PM ESTIMATE NO. 028 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 06/20/25 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 06/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 321 (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 15,039.00 463.500 12,908 079 FURNISH LAMINATED PANEL SIGN SQFT 32.1300 10,281.60 311.500 10,008 (2 1/2"-TYPE H) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7800 12,486.80 726.890 8,562 (0.063"-UNFRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7800 11,662.20 410.000 4,829 (0.080"-UNFRAMED) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.2800 5,976.80 284.250 5,480 (0.063"-FRAMED) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.3500 8,140.00 255.750 5,204 (0.080"-FRAMED) 084 ROADSIDE SIGN - ONE POST EA 415.6000 34,079.20 40.000 16,624 085 ROADSIDE SIGN - TWO POST EA 1,044.3500 14,620.90 8.000 8,354 086 SIGN POST SUPPORT SYSTEM EA 3,748.9600 52,485.44 7.000 26,242 087 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 101.7600 1,729.92 14.000 1,424 METHOD) 088 INSTALL SIGN (MAST-ARM MOUNTED) EA 321.3400 3,856.08 9.000 2,892 089 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 78.000 5,431 EXISTING POST 091 INSTALL ROADSIDE SIGN EA 8,676.1700 60,733.19 7.000 60,733 (LAMINATED WOOD BOX POST) 092 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 48.2000 76,156.00 250.000 12,050.00 1,187.500 57,237 093 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 40.9700 68,010.20 -125.000 -5,121.25 900.000 36,873 094 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 1.000 6,855.24 13.000 89,118 096 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 1.000 5,607.37 15.000 84,110 098 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 18.560 1,840.60 1,277.560 126,695 WITH SCUPPERS 101 REMOVE GUARDRAIL LF 19.5500 42,032.50 130.000 2,541.50 2,095.000 40,957 102 REMOVE CONCRETE BARRIER (TYPE K) LF 3.1300 3,693.40 1,180.000 3,693 PROGRAM CAS145 PAGE 5 DATE 06/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 03:23 PM ESTIMATE NO. 028 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 06/20/25 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 06/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 148,890.00 257,244.000 54,021 107 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 0.800 81,405 118 MICROWAVE VEHICLE DETECTION SYSTEM LS 145,984.4600 145,984.46 0.406 59,269 119 CENSUS SYSTEMS LS 218,660.7100 218,660.71 0.344 75,219 120 CAMERA SYSTEMS LS 305,448.0400 305,448.04 0.421 128,593 121 FIBER OPTIC CABLE SYSTEMS LS 3,526,382.2000 3,526,382.20 0.176 620,643.27 0.564 1,988,879 122 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 280,788.4600 280,788.46 0.491 137,867 123 MODIFYING RAMP METERING SYSTEMS LS 110,404.7000 110,404.70 0.117 12,917 124 MODIFYING CAMERA SYSTEMS LS 73,960.5300 73,960.53 0.405 29,954 125 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 0.816 2,851 127 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 06/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 03:23 PM ESTIMATE NO. 028 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 06/20/25 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 06/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,128.000 42,113 131 PAVING NOTCH EXTENSION CF 420.4600 37,420.94 0.000 0 PROGRAM CAS145 PAGE 7 DATE 06/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 03:23 PM ESTIMATE NO. 028 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 06/20/25 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 06/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 840,146.75 30,583,746.78 ADJUSTMENT OF COMPENSATION -30,482.88 527,127.55 EXTRA WORK 0.00 927,362.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 809,663.87 32,038,236.71 132 MOBILIZATION LS 3,476,499.8800 3,476,499.88 1.000 3,476,499 ORIGINAL CONTRACT AMOUNT 45,969,872.00 TOTAL WORK COMPLETED 809,663.87 35,514,736.59 MATERIALS ON HAND ON SITE -84,441.60 1,231,951.69 DEDUCTIONS 0.00 -570,966.67 TOTAL 725,222.27 36,175,721.61 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 09/01/25 463 155 13 0 80% 100% PROGRESS UNSATISFACTORY JASON ALSHEIKH RESIDENT ENGINEER