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 08/22/24 EST. NO. 006 TIME 04:57 PM R.E. NAME: JAMES BURFORD 06-0X3304 --------------------------------------------------------------------------- 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 08/22/24 EST. NO. 006 TIME 04:57 PM R.E. NAME: JAMES BURFORD 06-0X3304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPENING OF LC -13,389.00 003 MISSING CEM 2410 -10,000.00 003 B2G NONCOMPLIANCE -10,000.00 005 LATE OPENING CLOSURE -600.00 005 MISSING CEM 2410 -10,000.00 005 MISSING CEM 2406&04 -10,000.00 005 MISSING CEM 2406&04 -10,000.00 006 MISSING CEM 2410 -10,000.00 006 -20,000.00 -73,989.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,500.00 006 -2,500.00 -2,500.00 TOTAL DEDUCTIONS -22,500.00 -76,489.00 PROGRAM CAS145 PAGE 1 DATE 08/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X3304 TIME 04:57 PM ESTIMATE NO. 006 BID OPENING 09/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JAMES BURFORD DATE OF THIS ESTIMATE 08/22/24 LOCATION PROGRESS ESTIMATE 06-KER-5-R0.0/4.4 ----------------- SECURITY PAVING COMPANY, INC. KERN COUNTY AT AND NEAR LEBEC FROM LOS 13170 TELFAIR AVE ANGELES COUNTY LINE TO GRAPEVINE CREEK SYLMAR CA 91342 BRIDGE FED. AID NO. ACIM-005 (4 )206 REPLACE ROADWAY PAVEMENT WITH HMA AND CONC ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,300.0000 1,300.00 0.750 975 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,500.0000 5,500.00 0.500 2,750 003 TIME-RELATED OVERHEAD (LS) LS 846,000.0000 846,000.00 0.160 135,360.00 0.590 499,140 004 RENEWABLE DIESEL REPORT EA 500.0000 1,500.00 0.000 0 005 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 1.000 6,000 006 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 007 CONSTRUCTION AREA SIGNS LS 32,000.0000 32,000.00 0.160 5,120.00 0.590 18,880 008 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.160 128,000.00 0.590 472,000 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,450.0000 65,250.00 0.000 0 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 16.2000 2,106.00 126.000 2,041 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2800 41,160.00 120,698.000 33,795 012 CHANNELIZER (SURFACE MOUNTED) EA 105.0000 13,650.00 151.000 15,855 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 240.0000 38,400.00 2.000 480 SYSTEM DAY 014 TEMPORARY PAVEMENT MARKER EA 10.3000 7,313.00 324.000 3,337 015 TEMPORARY BARRIER SYSTEM LF 18.0000 963,000.00 1,198.000 21,564.00 27,060.000 487,080 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 32,000.0000 32,000.00 0.290 9,280 017 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 4,800.0000 72,000.00 26.000 124,800 018 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 5,500.0000 22,000.00 2.000 11,000 SYSTEM 019 JOB SITE MANAGEMENT LS 36,000.0000 36,000.00 0.350 12,600 020 PREPARE STORM WATER POLLUTION PREVENTION LS 3,200.0000 3,200.00 0.750 2,400 PLAN 021 RAIN EVENT ACTION PLAN EA 500.0000 11,000.00 1.000 500 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 480.0000 3,360.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X3304 TIME 04:57 PM ESTIMATE NO. 006 BID OPENING 09/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JAMES BURFORD DATE OF THIS ESTIMATE 08/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 024 TEMPORARY DRAINAGE INLET PROTECTION EA 370.0000 12,210.00 24.000 8,880.00 24.000 8,880 025 TEMPORARY FIBER ROLL LF 5.0000 88,500.00 725.000 3,625.00 725.000 3,625 026 TEMPORARY CONSTRUCTION ENTRANCE EA 5,500.0000 11,000.00 1.000 5,500.00 1.000 5,500 027 STREET SWEEPING LS 58,000.0000 58,000.00 0.160 9,280.00 0.590 34,220 028 TEMPORARY CONCRETE WASHOUT LS 50,000.0000 50,000.00 0.290 14,500 029 TREATED WOOD WASTE LB 0.8300 14,608.00 0.000 0 030 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 0.800 12,000 031 ROADWAY EXCAVATION CY 76.0000 1,862,000.00 11,189.400 850,394.40 11,189.400 850,394 032 DITCH EXCAVATION CY 53.0000 262,350.00 4,950.000 262,350 033 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 3,000.00 0.000 0 034 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 190,000.00 0.000 0 035 HYDROMULCH SQFT 0.0800 16,160.00 0.000 0 036 FIBER ROLLS LF 7.1500 105,105.00 0.000 0 037 HYDROSEED SQFT 0.0700 14,140.00 0.000 0 038 COMPOST (CY) CY 43.0000 104,490.00 0.000 0 039 INCORPORATE MATERIALS SQFT 0.0600 12,120.00 0.000 0 040 CLASS 2 AGGREGATE BASE (CY) CY 62.0000 450,740.00 3,413.790 211,654.98 3,413.790 211,654 041 ASPHALTIC EMULSION (FOG SEAL COAT) TON 2,650.0000 2,650.00 0.000 0 042 HOT MIX ASPHALT (TYPE A) TON 126.5000 2,036,650.00 5,501.050 695,882.83 9,872.880 1,248,919 043 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 7.0000 3,780.00 355.000 2,485.00 355.000 2,485 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.0000 2,730.00 252.000 1,764.00 252.000 1,764 045 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 3,080.00 436.900 3,058.30 436.900 3,058 046 TACK COAT TON 850.0000 12,750.00 5.000 4,250.00 5.000 4,250 047 REMOVE ASPHALT CONCRETE DIKE LF 2.1000 2,856.00 487.500 1,023 048 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.3000 287,260.00 3,918.240 20,766.67 50,842.240 269,463 049 JOINTED PLAIN CONCRETE PAVEMENT CY 254.0000 3,581,400.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X3304 TIME 04:57 PM ESTIMATE NO. 006 BID OPENING 09/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JAMES BURFORD DATE OF THIS ESTIMATE 08/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,080.0000 2,257,200.00 2,475.920 2,673,993 051 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 12.3000 287,820.00 0.000 0 052 GRIND EXISTING CONCRETE PAVEMENT SQYD 5.4500 509,030.00 93,567.000 509,940.15 93,567.000 509,940 053 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,030.0000 48,360.00 2.520 10,155.60 12.000 48,360 (F) 054 CONCRETE BACKFILL (PIPE TRENCH) CY 424.0000 53,424.00 126.000 53,424 (F) 055 24" REINFORCED CONCRETE PIPE LF 614.0000 294,720.00 475.830 292,159 056 42" X 29" CORRUGATED STEEL PIPE ARCH LF 488.0000 8,296.00 17.000 8,296.00 17.000 8,296 (.109" THICK) 057 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 345.0000 82,800.00 235.700 81,316.50 235.700 81,316 (.109" THICK) 058 18" ENTRANCE TAPER EA 3,700.0000 48,100.00 13.000 48,100.00 13.000 48,100 059 18" ANCHOR ASSEMBLY EA 1,160.0000 30,160.00 26.000 30,160.00 26.000 30,160 060 18" STEEL FLARED END SECTION EA 1,500.0000 19,500.00 0.000 0 061 24" STEEL FLARED END SECTION EA 1,160.0000 1,160.00 0.000 0 062 24" CONCRETE FLARED END SECTION EA 3,800.0000 19,000.00 0.000 0 063 42" X 29" STEEL FLARED END PIPE ARCH EA 2,650.0000 2,650.00 1.000 2,650 SECTION 064 REMOVE CULVERT (LF) LF 76.0000 44,080.00 464.000 35,264 065 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 2,650.0000 26,500.00 10.000 26,500 066 REMOVE FLARED END SECTION (EA) EA 1,600.0000 1,600.00 0.000 0 067 CLEANING, INSPECTING, AND PREPARING LF 240.0000 15,600.00 0.000 0 CULVERT (LF) 068 CULVERT CONTACT GROUTING CY 26,500.0000 53,000.00 0.000 0 069 CONCRETE INVERT PAVING CY 45,060.0000 180,240.00 0.000 0 070 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 445.0000 53,400.00 0.000 0 METHOD B) (CY) 071 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 12.5000 4,750.00 0.000 0 072 MISCELLANEOUS IRON AND STEEL LB 6.0000 11,046.00 2,104.000 12,624.00 2,104.000 12,624 (F) 073 CHAIN LINK FENCE (TYPE CL-6) LF 42.0000 16,800.00 350.000 14,700 074 REMOVE CHAIN LINK FENCE LF 10.5000 4,200.00 400.000 4,200 075 REMOVE PAVEMENT MARKER EA 1.1000 2,563.00 725.000 797 076 PAVEMENT MARKER EA 3.3000 7,293.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 08/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X3304 TIME 04:57 PM ESTIMATE NO. 006 BID OPENING 09/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JAMES BURFORD DATE OF THIS ESTIMATE 08/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 OBJECT MARKER (TYPE P) EA 185.0000 2,775.00 0.000 0 078 REMOVE ROADSIDE SIGN EA 142.0000 5,822.00 1.000 142 079 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 32.0000 2,400.00 0.000 0 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,430.00 0.000 0 (0.063"-UNFRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7000 6,439.00 0.000 0 (0.080"-UNFRAMED) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.7000 5,221.00 0.000 0 (0.080"-FRAMED) 083 ROADSIDE SIGN - ONE POST EA 631.3000 22,726.80 0.000 0 084 ROADSIDE SIGN - TWO POST EA 1,530.0000 7,650.00 0.000 0 085 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 52.6000 62,594.00 1,262.500 66,407 086 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 79.0000 3,002.00 37.000 2,923 087 VEGETATION CONTROL (MINOR CONCRETE) SQYD 103.5000 113,850.00 0.000 0 088 CONCRETE BARRIER TRANSITION (TYPE LF 1,430.0000 45,760.00 32.000 45,760 BARRIER SLAB) 089 TRANSITION RAILING (TYPE WB-31) EA 5,630.0000 33,780.00 6.000 33,780 090 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,100.0000 10,500.00 5.000 10,500 091 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,260.0000 47,340.00 7.000 36,820 092 CONCRETE BARRIER TRANSITION LF 800.0000 93,600.00 117.000 93,600 (F) 093 REMOVE GUARDRAIL LF 17.3000 16,608.00 899.500 15,561 094 REMOVE VEGETATION CONTROL MAT SQYD 31.5000 2,835.00 90.000 2,835.00 90.000 2,835 095 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.6000 77,600.00 0.000 0 096 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.3000 101,010.00 0.000 0 (BROKEN 36-12) 097 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.3000 507.00 0.000 0 (BROKEN 17-7) 098 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6400 46,976.00 11,096.000 7,101 099 6" RUMBLE STRIP (ASPHALT CONCRETE STA 42.0000 10,080.00 0.000 0 PAVEMENT) 100 12" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 4.5000 4,455.00 0.000 0 101 CONTRAST STRIPE PAINT (1-COAT) LF 0.2300 23,460.00 0.000 0 102 TRAFFIC MONITORING STATION SYSTEM LS 165,000.0000 165,000.00 0.000 0 103 MODIFYING LIGHTING SYSTEMS LS 310,000.0000 310,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X3304 TIME 04:57 PM ESTIMATE NO. 006 BID OPENING 09/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JAMES BURFORD DATE OF THIS ESTIMATE 08/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,811,012.43 8,794,918.12 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,811,012.43 8,794,918.12 104 MOBILIZATION LS 1,518,969.2000 1,518,969.20 0.950 1,443,020 ORIGINAL CONTRACT AMOUNT 19,069,000.00 TOTAL WORK COMPLETED 2,811,012.43 10,237,938.86 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -22,500.00 -76,489.00 TOTAL 2,788,512.43 10,161,449.86 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 11/30/23 220 03/11/24 00/00/00 11/18/24 89 56 0 0 52% 40% PROGRESS IS SATISFACTORY JAMES BURFORD RESIDENT ENGINEER