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 06/18/25 EST. NO. 008 TIME 11:15 AM R.E. NAME: ROBERT DECKER 06-0U5004 --------------------------------------------------------------------------- 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 06/18/25 EST. NO. 008 TIME 11:15 AM R.E. NAME: ROBERT DECKER 06-0U5004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LOW MO 11/13/24 -11,466.00 001 FAILED ISR SMOOTHNES -10,000.00 002 MISSING CEM 2406&04 -10,000.00 005 B2GNOW NONCOMPLIANCE -10,000.00 006 MISSIGN CEM 2410 -10,000.00 006 MISSING CEM 2406 -20,000.00 006 B2GNOW COMPLIANCE 10,000.00 007 DED LOW 3DAY MOR DEC -27,672.75 007 DED LOW 3DAY MOR MAR -19,107.21 007 DED LOW 3DAY MOR APR -7,056.00 007 DED LOW 3DAY MOR MAY -7,056.00 007 DED WPCP NONCOMPLIAN -10,000.00 007 RECD CEM 2406/2404F 30,000.00 007 REL FAILED ISR SMOOT 10,000.00 007 LATE MAY CPM -10,000.00 008 MISSING CEM 2406/04 -10,000.00 008 MISSING CEM 2410S -20,000.00 008 NON COMPL PARTNERING -10,000.00 008 -50,000.00 -142,357.96 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 003 RECD MISSING PAYROLL 10,000.00 004 0.00 0.00 TOTAL DEDUCTIONS -50,000.00 -142,357.96 PROGRAM CAS145 PAGE 1 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U5004 TIME 11:15 AM ESTIMATE NO. 008 BID OPENING 04/18/24 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: ROBERT DECKER DATE OF THIS ESTIMATE 06/18/25 LOCATION PROGRESS ESTIMATE 06-KER-5-10.2/16.0 ----------------- SECURITY PAVING COMPANY, INC. KERN COUNTY AT AND NEAR WHEELER RIDGE FROM 3075 TOWNSGATE ROAD, SUITE 20 GRAPEVINE UNDERCROSSING TO ROUTE 5/99 WESTLAKE VILLAGE CA 91361 SEPARATION FED. AID NO. ACIM-005 (4 )207 INDIVIDUAL SLAB REPLACEMENT (RSC) AND HMA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,270.0000 1,270.00 1.000 1,270 002 TIME-RELATED OVERHEAD (WDAY) WDAY 6,500.0000 877,500.00 18.000 117,000.00 93.000 604,500 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 2.000 12,000 004 HOURLY OFF-SITE HR 200.0000 16,000.00 5.000 1,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 25,790.0000 25,790.00 0.010 257.90 0.540 13,926 006 TRAFFIC CONTROL SYSTEM LS 777,777.0000 777,777.00 0.130 101,111.01 0.690 536,666 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,590.0000 429,300.00 29.000 46,110.00 246.000 391,140 008 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 265.0000 71,550.00 48.000 12,720.00 160.000 42,400 SYSTEM 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 26,510.0000 26,510.00 0.130 3,446.30 0.690 18,291 010 JOB SITE MANAGEMENT LS 27,380.0000 27,380.00 0.130 3,559.40 0.690 18,892 011 WATER POLLUTION CONTROL PROGRAM LS 2,650.0000 2,650.00 0.060 159.00 0.680 1,802 012 TEMPORARY DRAINAGE INLET PROTECTION EA 371.0000 17,437.00 15.000 5,565 013 STREET SWEEPING LS 49,240.0000 49,240.00 0.130 6,401.20 0.690 33,975 014 TEMPORARY CONCRETE WASHOUT LS 83,820.0000 83,820.00 0.130 10,896.60 0.690 57,835 015 TREATED WOOD WASTE LB 0.4500 43,920.00 0.000 0 016 TEMPORARY HIGH-VISIBILITY FENCE LF 5.9000 5,900.00 500.000 2,950.00 1,000.000 5,900 017 CLEARING AND GRUBBING (LS) LS 15,900.0000 15,900.00 0.000 0 018 ROADWAY EXCAVATION CY 71.5000 40,755.00 0.000 0 019 SHOULDER BACKING TON 64.5000 245,745.00 0.000 0 020 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 827.0000 1,654.00 0.000 0 021 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.4000 27,440.00 0.000 0 022 HYDROMULCH SQFT 0.0800 4,792.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U5004 TIME 11:15 AM ESTIMATE NO. 008 BID OPENING 04/18/24 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: ROBERT DECKER DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 FIBER ROLLS LF 6.2000 11,718.00 0.000 0 024 HYDROSEED SQFT 0.1300 7,787.00 0.000 0 025 COMPOST (CY) CY 73.0000 35,040.00 0.000 0 026 INCORPORATE MATERIALS SQFT 0.0800 4,792.00 0.000 0 027 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 028 BASE BOND BREAKER SQYD 2.1000 45,360.00 826.500 1,735.65 30,555.300 64,166 029 HOT MIX ASPHALT (TYPE A) TON 124.0000 3,410,000.00 20,967.830 2,600,010.92 20,967.830 2,600,010 030 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.8000 1,080.00 0.000 0 031 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.8000 53,280.00 0.000 0 032 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 90.0000 102,600.00 0.000 0 AREA) 033 TACK COAT TON 901.0000 65,773.00 28.930 26,065.93 28.930 26,065 034 REMOVE ASPHALT CONCRETE DIKE LF 2.1000 63,210.00 28,362.000 59,560.20 28,362.000 59,560 035 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.1000 1,121,800.00 96,212.120 683,106.05 96,212.120 683,106 036 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 037 DRILL AND BOND (DOWEL BAR) EA 15.0000 259,500.00 -123.000 -1,845.00 16,418.000 246,270 038 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 882.0000 4,762,800.00 263.340 232,265.88 8,135.680 7,175,669 039 GRIND EXISTING CONCRETE PAVEMENT SQYD 4.5000 652,500.00 25,132.800 113,097 040 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,090.0000 21,268.00 4.000 16,360.00 4.000 16,360 (F) 041 CONCRETE BACKFILL (PIPE TRENCH) CY 339.0000 34,239.00 12.900 4,373.10 12.900 4,373 (F) 042 18" REINFORCED CONCRETE PIPE (CLASS III, LF 172.0000 89,440.00 449.500 77,314.00 449.500 77,314 RUBBER GASKET JOINT) 043 24" REINFORCED CONCRETE PIPE (CLASS III, LF 281.0000 59,010.00 204.000 57,324.00 204.000 57,324 RUBBER GASKET JOINT) 044 18" STEEL FLARED END SECTION EA 546.0000 1,092.00 2.000 1,092 045 24" STEEL FLARED END SECTION EA 604.0000 1,208.00 1.000 604 046 30" STEEL FLARED END SECTION EA 885.0000 885.00 0.000 0 047 18" CONCRETE FLARED END SECTION EA 5,970.0000 5,970.00 0.000 0 048 24" CONCRETE FLARED END SECTION EA 8,130.0000 16,260.00 2.000 16,260.00 2.000 16,260 049 36" PRECAST CONCRETE PIPE INLET LF 1,590.0000 5,565.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U5004 TIME 11:15 AM ESTIMATE NO. 008 BID OPENING 04/18/24 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: ROBERT DECKER DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 INLET DEPRESSION EA 2,650.0000 2,650.00 0.000 0 051 ABANDON CULVERT (LF) LF 101.0000 6,161.00 39.000 3,939.00 39.000 3,939 052 REMOVE CULVERT (LF) LF 101.0000 30,300.00 59.000 5,959.00 219.300 22,149 053 REMOVE INLET EA 2,650.0000 5,300.00 1.000 2,650.00 1.000 2,650 054 REMOVE FLARED END SECTION (EA) EA 848.0000 6,784.00 3.000 2,544 055 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 795.0000 6,360.00 0.000 0 METHOD B) (CY) 056 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 21.0000 504.00 0.000 0 057 MISCELLANEOUS IRON AND STEEL LB 5.7000 7,341.60 0.000 0 (F) 058 FRAME AND COVER EA 1,590.0000 1,590.00 0.000 0 059 REMOVE PAVEMENT MARKER EA 1.3000 8,970.00 0.000 0 060 DELINEATOR (CLASS 1) EA 53.0000 25,970.00 0.000 0 061 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 33,850.00 0.000 0 062 OBJECT MARKER (TYPE N) EA 180.0000 900.00 0.000 0 063 OBJECT MARKER (TYPE P) EA 204.0000 8,160.00 0.000 0 064 OBJECT MARKER (TYPE K-2) EA 184.0000 7,360.00 0.000 0 065 OBJECT MARKER (TYPE L-1) EA 229.0000 2,748.00 0.000 0 066 REMOVE ROADSIDE SIGN EA 201.0000 40,200.00 0.000 0 067 REMOVE SIGN FROM SIGN FRAME EA 3,310.0000 23,170.00 7.000 23,170.00 7.000 23,170 068 REMOVE SIGN PANEL EA 1,650.0000 23,100.00 5.000 8,250.00 5.000 8,250 069 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 19.0000 33,060.00 1,740.000 33,060.00 1,740.000 33,060 070 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 31.5000 38,430.00 1,220.000 38,430.00 1,220.000 38,430 071 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 26.0000 9,880.00 0.000 0 072 FURNISH LAMINATED PANEL SIGN (2 SQFT 26.0000 3,900.00 0.000 0 1/2"-TYPE B) 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5000 13,230.00 0.000 0 (0.063"-UNFRAMED) 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 15,950.00 0.000 0 (0.080"-UNFRAMED) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.5000 7,755.00 0.000 0 (0.063"-FRAMED) 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.5000 23,765.00 0.000 0 (0.080"-FRAMED) PROGRAM CAS145 PAGE 4 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U5004 TIME 11:15 AM ESTIMATE NO. 008 BID OPENING 04/18/24 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: ROBERT DECKER DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADSIDE SIGN - ONE POST EA 422.0000 71,740.00 0.000 0 078 ROADSIDE SIGN - TWO POST EA 952.0000 26,656.00 0.000 0 079 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 164.0000 7,872.00 0.000 0 METHOD) 080 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 15.5000 45,880.00 2,185.000 33,867.50 2,185.000 33,867 081 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 2,650.0000 7,950.00 0.000 0 BOX POST) 082 LAMINATED WOOD BOX POST (TYPE L) EA 5,300.0000 10,600.00 0.000 0 083 LAMINATED WOOD BOX POSTS (TYPE M) EA 5,300.0000 21,200.00 0.000 0 084 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 44.0000 274,560.00 0.000 0 085 VEGETATION CONTROL (MINOR CONCRETE) SQYD 85.0000 278,800.00 0.000 0 086 TRANSITION RAILING (TYPE AGT) EA 4,980.0000 29,880.00 0.000 0 087 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,010.0000 22,110.00 0.000 0 088 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,040.0000 85,680.00 0.000 0 (TL-3) 089 CONCRETE BARRIER TRANSITION LF 692.0000 62,280.00 90.000 62,280.00 90.000 62,280 (F) 090 REMOVE GUARDRAIL LF 11.0000 60,720.00 0.000 0 091 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 4.5000 81,000.00 0.000 0 WET NIGHT VISIBILITY) 092 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 4,816.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 093 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5200 83,720.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 094 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 216,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 095 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.5000 31,395.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 096 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.7000 11,233.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 097 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.8000 84,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 098 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8700 190,530.00 160,000.000 139,200.00 160,000.000 139,200 099 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.3000 4,300.00 750.000 3,225.00 750.000 3,225 100 12" RUMBLE STRIP (ASPHALT CONCRETE STA 42.5000 83,300.00 0.000 0 PAVEMENT) 101 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 13.5000 38,205.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U5004 TIME 11:15 AM ESTIMATE NO. 008 BID OPENING 04/18/24 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: ROBERT DECKER DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.2000 5,766.00 0.000 0 (BROKEN 36-12) 103 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 16,500.0000 16,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 104 MODIFYING LIGHTING SYSTEMS LS 1,350,000.0000 1,350,000.00 0.000 0 105 MODIFYING TRAFFIC MONITORING STATIONS LS 416,000.0000 416,000.00 0.000 0 106 MODIFYING FLASHING BEACON SYSTEMS LS 117,000.0000 117,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U5004 TIME 11:15 AM ESTIMATE NO. 008 BID OPENING 04/18/24 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: ROBERT DECKER DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,431,172.64 13,259,203.72 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 11,700.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,431,172.64 13,270,903.72 107 MOBILIZATION LS 1,234,575.4000 1,234,575.40 0.050 61,728.77 1.000 1,234,575 ORIGINAL CONTRACT AMOUNT 19,016,164.00 TOTAL WORK COMPLETED 4,492,901.41 14,505,479.12 MATERIALS ON HAND ON SITE 359,021.95 359,021.95 DEDUCTIONS -50,000.00 -142,357.96 TOTAL 4,801,923.36 14,722,143.11 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 09/10/24 135 00/00/00 00/00/00 08/20/25 93 63 0 0 67% 69% PROGRESS IS SATISFACTORY ROBERT DECKER RESIDENT ENGINEER