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 09/17/25 EST. NO. 011 TIME 01:32 PM 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 09/17/25 EST. NO. 011 TIME 01:32 PM 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 B2GNOW NONCOMPLIANCE -20,000.00 009 MISSING CEM 2406 -10,000.00 009 MISSING CEM 2410S -266,871.45 009 RECD CEM 2406/2404F 10,000.00 009 B2GNOW NONCOMPLIANCE -40,000.00 010 B2GNOW PARTIAL RELEA 10,000.00 010 JULY 25 LCS NONCOMP -100,000.00 010 MISSING CEM 2410S -66,266.06 010 B2GNOW NONCOMPLIANCE -10,000.00 011 MISSING CEM 2410 -112,735.90 011 MISSING CEM 2406/04 -20,000.00 011 REL DED WPCP NONCOMP 10,000.00 011 REL JULY 25 LCS COMP 100,000.00 011 REL LATE MAY CPM 10,000.00 011 REL NONCOMPLI PARTNE 10,000.00 011 30 DAYS ANTI LD'S -285,000.00 011 -297,735.90 -923,231.37 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 003 RECD MISSING PAYROLL 10,000.00 004 0.00 0.00 TOTAL DEDUCTIONS -297,735.90 -923,231.37 PROGRAM CAS145 PAGE 1 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U5004 TIME 01:32 PM ESTIMATE NO. 011 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 09/20/25 R.E. NAME: ROBERT DECKER DATE OF THIS ESTIMATE 09/17/25 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 19.000 123,500.00 152.000 988,000 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 3.000 18,000 004 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 0.130 3,352.70 0.700 18,053 006 TRAFFIC CONTROL SYSTEM LS 777,777.0000 777,777.00 0.990 769,999 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,590.0000 429,300.00 32.000 50,880.00 291.000 462,690 008 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 265.0000 71,550.00 6.000 1,590.00 178.000 47,170 SYSTEM 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 26,510.0000 26,510.00 0.990 26,244 010 JOB SITE MANAGEMENT LS 27,380.0000 27,380.00 0.990 27,106 011 WATER POLLUTION CONTROL PROGRAM LS 2,650.0000 2,650.00 0.790 2,093 012 TEMPORARY DRAINAGE INLET PROTECTION EA 371.0000 17,437.00 45.000 16,695 013 STREET SWEEPING LS 49,240.0000 49,240.00 0.990 48,747 014 TEMPORARY CONCRETE WASHOUT LS 83,820.0000 83,820.00 0.990 82,981 015 TREATED WOOD WASTE LB 0.4500 43,920.00 0.000 0 016 TEMPORARY HIGH-VISIBILITY FENCE LF 5.9000 5,900.00 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 40,755.00 567.980 40,610 019 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 16,230.000 22,722.00 16,230.000 22,722 022 HYDROMULCH SQFT 0.0800 4,792.00 16,230.000 1,298.40 16,230.000 1,298 PROGRAM CAS145 PAGE 2 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U5004 TIME 01:32 PM ESTIMATE NO. 011 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 09/20/25 R.E. NAME: ROBERT DECKER DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,514.000 9,386.80 1,514.000 9,386 024 HYDROSEED SQFT 0.1300 7,787.00 16,230.000 2,109.90 16,230.000 2,109 025 COMPOST (CY) CY 73.0000 35,040.00 0.000 0 026 INCORPORATE MATERIALS SQFT 0.0800 4,792.00 16,230.000 1,298.40 16,230.000 1,298 027 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 028 BASE BOND BREAKER SQYD 2.1000 45,360.00 30,555.300 64,166 029 HOT MIX ASPHALT (TYPE A) TON 124.0000 3,410,000.00 865.650 107,340.60 29,346.140 3,638,921 030 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.8000 1,080.00 4,312.000 7,761 031 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.8000 53,280.00 25,051.000 45,091 032 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 90.0000 102,600.00 1,111.900 100,071 AREA) 033 TACK COAT TON 901.0000 65,773.00 62.640 56,438 034 REMOVE ASPHALT CONCRETE DIKE LF 2.1000 63,210.00 1,204.000 2,528.40 30,100.000 63,210 035 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.1000 1,121,800.00 153,608.520 1,090,620 036 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 037 DRILL AND BOND (DOWEL BAR) EA 15.0000 259,500.00 16,418.000 246,270 038 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 882.0000 4,762,800.00 8,135.680 7,175,669 039 GRIND EXISTING CONCRETE PAVEMENT SQYD 4.5000 652,500.00 130,500.000 587,250 040 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,090.0000 21,268.00 5.200 21,268 (F) 041 CONCRETE BACKFILL (PIPE TRENCH) CY 339.0000 34,239.00 101.000 34,239 (F) 042 18" REINFORCED CONCRETE PIPE (CLASS III, LF 172.0000 89,440.00 521.500 89,698 RUBBER GASKET JOINT) 043 24" REINFORCED CONCRETE PIPE (CLASS III, LF 281.0000 59,010.00 204.000 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 1.000 885 047 18" CONCRETE FLARED END SECTION EA 5,970.0000 5,970.00 1.000 5,970 048 24" CONCRETE FLARED END SECTION EA 8,130.0000 16,260.00 2.000 16,260 049 36" PRECAST CONCRETE PIPE INLET LF 1,590.0000 5,565.00 3.500 5,565 PROGRAM CAS145 PAGE 3 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U5004 TIME 01:32 PM ESTIMATE NO. 011 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 09/20/25 R.E. NAME: ROBERT DECKER DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,939 052 REMOVE CULVERT (LF) LF 101.0000 30,300.00 291.300 29,421 053 REMOVE INLET EA 2,650.0000 5,300.00 2.000 5,300 054 REMOVE FLARED END SECTION (EA) EA 848.0000 6,784.00 5.000 4,240 055 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 795.0000 6,360.00 8.000 6,360 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 6,210.000 8,073.00 6,210.000 8,073 060 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 23,170 068 REMOVE SIGN PANEL EA 1,650.0000 23,100.00 5.000 8,250 069 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 19.0000 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 38,430 071 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 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U5004 TIME 01:32 PM ESTIMATE NO. 011 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 09/20/25 R.E. NAME: ROBERT DECKER DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 33,867 081 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 274,560.00 975.500 42,922.00 6,462.500 284,350 085 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 6.000 29,880 087 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,010.0000 22,110.00 6.000 12,060.00 13.000 26,130 088 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,040.0000 85,680.00 6.000 30,240.00 16.000 80,640 (TL-3) 089 CONCRETE BARRIER TRANSITION LF 692.0000 62,280.00 90.000 62,280 (F) 090 REMOVE GUARDRAIL LF 11.0000 60,720.00 730.000 8,030.00 5,642.500 62,067 091 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 190,530.00 197,100.000 171,477 099 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.3000 4,300.00 750.000 3,225 100 12" RUMBLE STRIP (ASPHALT CONCRETE STA 42.5000 83,300.00 728.350 30,954 PAVEMENT) 101 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 13.5000 38,205.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U5004 TIME 01:32 PM ESTIMATE NO. 011 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 09/20/25 R.E. NAME: ROBERT DECKER DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.135 182,250.00 0.243 328,050 105 MODIFYING TRAFFIC MONITORING STATIONS LS 416,000.0000 416,000.00 0.038 15,808.00 0.203 84,448 106 MODIFYING FLASHING BEACON SYSTEMS LS 117,000.0000 117,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U5004 TIME 01:32 PM ESTIMATE NO. 011 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 09/20/25 R.E. NAME: ROBERT DECKER DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 625,390.20 17,259,366.26 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 11,700.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 625,390.20 17,271,066.26 107 MOBILIZATION LS 1,234,575.4000 1,234,575.40 1.000 1,234,575 ORIGINAL CONTRACT AMOUNT 19,016,164.00 TOTAL WORK COMPLETED 625,390.20 18,505,641.66 MATERIALS ON HAND ON SITE 359,021.95 DEDUCTIONS -297,735.90 -923,231.37 TOTAL 327,654.30 17,941,432.24 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 12/31/25 134 65 18 0 85% 88% PROGRESS IS SATISFACTORY ROBERT DECKER RESIDENT ENGINEER