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 10/31/22 EST. NO. 017 TIME 05:10 PM R.E. NAME: HUERTA, JAVIER 06-0Q9104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0033 567.00 E.W. @ F.A.(+) 110821 N 0076.0 0034 726.50 070522 N 0077.0 006 0005 4,000.00 E.W. @ U.P (+) 010122 N 1 0 013 0002 2,283.67 E.W. @ F.A.(+) 071422 N 0078.0 014 0001 74,452.19 E.W. @ L.S.(+) 060122 N 1 0 015 0002 8,381.13 A.C. @ U.P.(+) 022822 N 1 0 023 0001 12,489.08 E.W. @ L.S.(+) 073022 N 1 0 102,899.57 TOTAL THIS ESTIMATE 944,382.54 TOTAL PREVIOUS ESTIMATE 1,047,282.11 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 10/31/22 EST. NO. 017 TIME 05:10 PM R.E. NAME: HUERTA, JAVIER 06-0Q9104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-2402F -10,000.00 016 MISSING CEM-4401 -10,000.00 016 REC'D CEM-2402F 10,000.00 017 REC'D CEM-4401 10,000.00 017 20,000.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -5,000.00 007 REC'D PAYROLL EST.08 5,000.00 008 MISSING PAYROLL -1,000.00 014 REC'D PAYROLL EST.14 1,000.00 015 MISSING PAYROLL -10,000.00 016 REC'D PAYROLL EST.13 10,000.00 017 10,000.00 0.00 TOTAL DEDUCTIONS 30,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/31/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q9104 TIME 05:10 PM ESTIMATE NO. 017 BID OPENING 09/10/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/08/22 R.E. NAME: HUERTA, JAVIER DATE OF THIS ESTIMATE 10/31/22 LOCATION RERUN SEMI-FINAL ESTIMATE 06-TUL-99-19.2/19.8 ------------------------- GRANITE CONSTRUCTION COMPANY IN TULARE COUNTY NEAR TIPTON 2716 GRANITE COURT; FROM 0.3 MILE SOUTH TO 0.3 MILE FRESNO CA 93706 NORTH OF AVENUE 152 OVERCROSSING FED. AID NO. ACNH-P099(957)E BRIDGE DECK AND OUTSIDE GIRDER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 1.000 1,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 270,000.00 173.000 259,500 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 30,000.00 5.000 30,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 40.000 8,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 41,350.0000 41,350.00 1.000 41,350 007 TRAFFIC CONTROL SYSTEM LS 180,000.7500 180,000.75 1.000 180,000 008 TYPE III BARRICADE EA 115.0000 2,760.00 18.000 2,070 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.1800 245,440.00 39,320.000 46,397 010 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 36,450.00 413.000 18,585 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 30.0000 4,260.00 164.000 4,920 SYSTEM DAY 012 TEMPORARY PAVEMENT MARKER EA 5.0000 16,450.00 501.000 2,505 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 1.000 40,000 014 TEMPORARY RAILING (TYPE K) LF 6.0000 254,400.00 19,860.000 119,160 015 TEMPORARY CRASH CUSHION MODULE EA 100.0000 18,000.00 133.000 13,300 016 TEMPORARY RADAR SPEED FEEDBACK EA 1,600.0000 3,200.00 2.000 3,200 SIGN SYSTEM 017 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 018 PREPARE STORM WATER POLLUTION PREVENTION LS 1,600.0000 1,600.00 1.000 1,600 PLAN 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 020 TEMPORARY DRAINAGE INLET PROTECTION EA 312.0000 3,120.00 0.000 0 021 TEMPORARY FIBER ROLL LF 3.4900 4,188.00 0.000 0 022 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 12,000.00 2.000 8,000 PROGRAM CAS145 PAGE 2 DATE 10/31/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q9104 TIME 05:10 PM ESTIMATE NO. 017 BID OPENING 09/10/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/08/22 R.E. NAME: HUERTA, JAVIER DATE OF THIS ESTIMATE 10/31/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 90,000.0000 90,000.00 1.000 90,000 024 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 1.000 3,000 025 ASBESTOS COMPLIANCE PLAN LS 8,000.0000 8,000.00 1.000 8,000 026 TREATED WOOD WASTE LB 0.3400 12,716.00 43,840.000 14,905 027 CLEARING AND GRUBBING (LS) LS 48,000.0000 48,000.00 1.000 48,000 028 ROADWAY EXCAVATION CY 34.0000 317,560.00 10,553.590 358,822 029 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 98,000.00 980.000 98,000 (F) 030 STRUCTURE BACKFILL (BRIDGE) CY 150.0000 96,600.00 644.000 96,600 (F) 031 DITCH EXCAVATION CY 11.0000 2,310.00 210.000 2,310 032 IMPORTED BORROW (CY) CY 1.0000 4,870.00 0.000 0 033 8" CORRUGATED HIGH DENSITY LF 62.0000 7,440.00 140.000 8,680 POLYETHYLENE PIPE CONDUIT 034 HYDROMULCH SQFT 0.0600 2,550.00 42,500.000 2,550 035 FIBER ROLLS LF 3.4900 3,699.40 1,122.000 3,915 036 HYDROSEED SQFT 0.1000 4,250.00 42,500.000 4,250 037 CLASS 2 AGGREGATE BASE (CY) CY 65.0000 371,150.00 3,684.300 239,479 038 HOT MIX ASPHALT (TYPE A) TON 70.0000 742,000.00 8,319.420 582,359 039 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 165.0000 245,850.00 553.840 91,383 (OPEN GRADED FRICTION COURSE) 040 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.8200 136.50 77.000 140 041 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.8200 4,040.40 1,302.000 2,369 042 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.8200 218.40 103.000 187 043 PLACE HOT MIX ASPHALT SQYD 90.0000 2,520.00 64.250 5,782 (MISCELLANEOUS AREA) 044 TACK COAT TON 600.0000 6,000.00 7.700 4,620 045 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 10.0000 30,500.00 53.200 532 046 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 98.0000 224,518.00 2,291.000 224,518 047 54" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 890.0000 170,880.00 192.000 170,880 048 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,400.0000 270,200.00 193.000 270,200 (F) 049 STRUCTURAL CONCRETE, BRIDGE CY 1,700.0000 612,000.00 360.000 612,000 (F) PROGRAM CAS145 PAGE 3 DATE 10/31/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q9104 TIME 05:10 PM ESTIMATE NO. 017 BID OPENING 09/10/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/08/22 R.E. NAME: HUERTA, JAVIER DATE OF THIS ESTIMATE 10/31/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, BRIDGE CY 1,800.0000 277,200.00 154.000 277,200 (F) (POLYMER FIBER) 051 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 18,900.00 0.000 0 (F) 052 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 29,000.0000 754,000.00 26.000 754,000 GIRDER (90'-100') 053 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 13,000.0000 338,000.00 26.000 338,000 GIRDER 054 JOINT SEAL (MR 1 1/2") LF 170.0000 19,890.00 117.000 19,890 055 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 207,930.80 189,028.000 207,930 (F) 056 STRUCTURAL STEEL (PIPE PIN) LB 70.0000 20,720.00 296.000 20,720 (F) 057 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 9.0000 37,800.00 4,200.000 37,800 (F) WITHOUT WALKWAY) 058 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.5000 14,700.00 4,200.000 14,700 (F) WITHOUT WALKWAY) 059 BRIDGE REMOVAL LS 225,000.0000 225,000.00 1.000 225,000 060 12" ENTRANCE TAPER EA 800.0000 1,600.00 8.000 6,400 061 12" ANCHOR ASSEMBLY EA 300.0000 600.00 8.000 2,400 062 12" ALTERNATIVE PIPE DOWNDRAIN LF 100.0000 8,300.00 237.000 23,700 063 18" ALTERNATIVE PIPE DOWNDRAIN LF 100.0000 12,000.00 0.000 0 064 18" ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 0.000 0 065 REMOVE DOWNDRAIN (EA) EA 1,300.0000 5,200.00 4.000 5,200 066 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 320.0000 1,920.00 6.000 1,920 067 ADJUST UTILITY COVER TO GRADE EA 1,200.0000 2,400.00 0.000 0 068 SLOPE PAVING (FRACTURED ROCK TEXTURE) SQFT 24.0000 66,624.00 212.850 5,108.40 2,988.850 71,732 069 ROCK SLOPE PROTECTION CY 550.0000 2,750.00 8.000 4,400 (150 LB, CLASS III, METHOD B) (CY) 070 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 105.0000 2,835.00 48.000 5,040 071 MISCELLANEOUS IRON AND STEEL LB 3.0000 2,868.00 0.000 0 (F) 072 MISCELLANEOUS METAL (BRIDGE) LB 32.0000 11,552.00 361.000 11,552 (F) 073 PREPARE AND STAIN CONCRETE SQFT 25.0000 18,950.00 758.000 18,950 074 CHAIN LINK FENCE (TYPE CL-6) LF 32.0000 19,200.00 600.000 19,200 075 REMOVE CHAIN LINK FENCE LF 15.0000 9,000.00 600.000 9,000 076 REMOVE PAVEMENT MARKER EA 1.0000 510.00 1,173.000 1,173 PROGRAM CAS145 PAGE 4 DATE 10/31/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q9104 TIME 05:10 PM ESTIMATE NO. 017 BID OPENING 09/10/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/08/22 R.E. NAME: HUERTA, JAVIER DATE OF THIS ESTIMATE 10/31/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.2500 3,125.00 574.000 3,587 078 OBJECT MARKER (TYPE P) EA 90.0000 360.00 4.000 360 079 REMOVE ROADSIDE SIGN EA 80.0000 1,360.00 22.000 1,760 080 RELOCATE ROADSIDE SIGN EA 365.0000 365.00 1.000 365 081 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.0000 7,800.00 300.000 7,800 082 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 27.0000 2,646.00 97.500 2,632 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.2500 932.75 90.250 925 (0.063"-UNFRAMED) 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.7500 1,720.00 156.000 1,677 (0.080"-UNFRAMED) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.2500 2,070.00 113.750 1,962 (0.063"-FRAMED) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.7500 1,278.00 72.000 1,278 (0.080"-FRAMED) 087 ROADSIDE SIGN - ONE POST EA 345.0000 6,900.00 20.000 6,900 088 ROADSIDE SIGN - TWO POST EA 700.0000 2,800.00 4.000 2,800 089 INSTALL ROADSIDE SIGN EA 1,650.0000 3,300.00 2.000 3,300 (LAMINATED WOOD BOX POST) 090 FURNISH LAMINATED WOOD BOX POST EA 2,050.0000 8,200.00 4.000 8,200 (TYPE M) 091 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 42.5000 3,740.00 87.500 3,718 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 125.0000 9,250.00 74.430 9,303 093 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 205.0000 49,610.00 242.000 49,610 (F) 094 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 37.5000 131,250.00 3,637.500 136,406 095 TRANSITION RAILING (TYPE WB-31) EA 4,200.0000 4,200.00 1.000 4,200 096 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,800.0000 3,800.00 1.000 3,800 097 REUSABLE CRASH CUSHION EA 37,200.0000 37,200.00 1.000 37,200 098 CONCRETE BARRIER (TYPE 842) LF 180.0000 87,120.00 484.000 87,120 (F) 099 REMOVE GUARDRAIL LF 11.0000 41,470.00 3,890.000 42,790 100 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 410.00 580.000 580 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 101 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 3,888.00 9,355.000 4,209 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 102 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 17,460.00 21,420.000 19,278 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 5 DATE 10/31/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q9104 TIME 05:10 PM ESTIMATE NO. 017 BID OPENING 09/10/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/08/22 R.E. NAME: HUERTA, JAVIER DATE OF THIS ESTIMATE 10/31/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 2,124.00 3,415.000 4,098 (ENHANCED WET NIGHT VISIBILITY) 104 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 12,870.00 26,818.000 14,749 105 12" RUMBLE STRIP STA 270.0000 24,840.00 84.380 22,782 (ASPHALT CONCRETE PAVEMENT) 106 MODIFYING LIGHTING SYSTEMS LS 140,000.0000 140,000.00 1.000 140,000 107 MODIFYING TRAFFIC MONITORING STATIONS LS 60,000.0000 60,000.00 1.000 60,000 PROGRAM CAS145 PAGE 6 DATE 10/31/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q9104 TIME 05:10 PM ESTIMATE NO. 017 BID OPENING 09/10/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/08/22 R.E. NAME: HUERTA, JAVIER DATE OF THIS ESTIMATE 10/31/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,108.40 6,495,876.48 ADJUSTMENT OF COMPENSATION 8,381.13 559,979.95 EXTRA WORK 94,518.44 487,302.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 108,007.97 7,543,158.59 108 MOBILIZATION LS 581,000.0000 581,000.00 1.000 581,000 ORIGINAL CONTRACT AMOUNT 7,898,466.00 TOTAL WORK COMPLETED 108,007.97 8,124,158.59 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 30,000.00 0.00 TOTAL 138,007.97 8,124,158.59 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/13/20 180 12/09/20 12/09/20 08/08/22 174 231 -7 0 100% 100% HUERTA, JAVIER RESIDENT ENGINEER