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 02/18/25 EST. NO. 009 TIME 03:56 PM R.E. NAME: MOSALLAI, MOJTABA 01-0C55U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0001 4,564.13 A.C. @ L.S.(+) 102424 N 001 007 0001 15,382.93 A.C. @ L.S.(+) 012825 N 0001 19,947.06 TOTAL THIS ESTIMATE 20,362.25 TOTAL PREVIOUS ESTIMATE 40,309.31 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 02/18/25 EST. NO. 009 TIME 03:56 PM R.E. NAME: MOSALLAI, MOJTABA 01-0C55U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA 1391 WITHHOLD -10,000.00 005 RELEASE FHWA W/HOLD 10,000.00 007 0.00 0.00 LABOR COMPLIANCE VIOLATION PER 5/24 LTR DEDUCT -2,000.00 002 RELEASE 5/24 DEDUCT 2,000.00 003 PER 7/24 LTR DEDUCT -6,000.00 004 PER 8/24 LTR DEDUCT -10,000.00 005 PER 10/24 LTR DEDUCT -10,000.00 007 RELEASE 7/24 DEDUCT 6,000.00 007 DEDUCT LTTR 11/24 -10,000.00 008 RTN PER 8/24 LTR 10,000.00 008 DEDUCT LTTR 12/24 -3,000.00 009 -3,000.00 -23,000.00 TOTAL DEDUCTIONS -3,000.00 -23,000.00 PROGRAM CAS145 PAGE 1 DATE 02/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C55U4 TIME 03:56 PM ESTIMATE NO. 009 BID OPENING 11/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/24 R.E. NAME: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 02/18/25 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 01-MEN-1-41.8/42.5 ---------------------------------------- GRANITE CONSTRUCTION COMPANY MENDOCINO COUNTY NEAR ALBION FROM 0.6 MILE 580 W BEACH STREET SOUTH OF NAVARRO RIDGE ROAD TO 0.1 MILE WATSONVILLE CA 95076 NORTH OF NAVARRO RIDGE ROAD FED. AID NO. ACST-S001(665)E ROADWAY EXCAVATION, HMA, GEOSYNTHETIC REIN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,400.0000 1,400.00 1.000 1,400 002 TIME-RELATED OVERHEAD (LS) LS 200,000.0000 200,000.00 1.000 200,000 003 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000 004 CONSTRUCTION AREA SIGNS LS 8,060.0000 8,060.00 1.000 8,060 005 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 1.000 500,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 7.7500 6,742.50 808.700 6,267 007 CHANNELIZER (SURFACE MOUNTED) EA 72.0000 5,904.00 79.000 5,688 008 PLASTIC TRAFFIC DRUMS EA 87.0000 1,827.00 21.000 1,827 009 TEMPORARY BARRIER SYSTEM LF 65.0000 28,600.00 460.000 29,900 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 9,900.0000 9,900.00 1.000 9,900 011 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 1,100.0000 4,400.00 4.000 4,400 012 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 1.000 30,000 013 STORMWATER POLLUTION PREVENTION PLAN LS 1,400.0000 1,400.00 1.000 1,400 014 RAIN EVENT ACTION PLAN EA 500.0000 19,000.00 0.000 0 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 750.0000 48,750.00 7.000 5,250.00 7.000 5,250 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 1.000 2,000 017 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,200.0000 7,200.00 3.000 3,600 CONTROL) 018 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.9700 12,319.00 1,006.000 975 MATRIX) 019 TEMPORARY TACKED STRAW SQYD 0.5000 6,350.00 0.000 0 020 TEMPORARY CHECK DAM LF 7.9200 2,455.20 6.000 47 021 TEMPORARY DRAINAGE INLET PROTECTION EA 251.0000 2,510.00 5.000 1,255 022 TEMPORARY FIBER ROLL LF 4.9100 13,748.00 650.000 3,191 PROGRAM CAS145 PAGE 2 DATE 02/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C55U4 TIME 03:56 PM ESTIMATE NO. 009 BID OPENING 11/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/24 R.E. NAME: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 02/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 5.0500 14,140.00 3,112.000 15,715 024 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 13,000.00 1.000 6,500 025 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000 026 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 1.000 6,000 027 TEMPORARY CREEK DIVERSION SYSTEMS LS 30,000.0000 30,000.00 1.000 30,000 028 TREATED WOOD WASTE LB 1.5000 915.00 610.000 915 029 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 20,000.0000 20,000.00 1.000 20,000 030 INVASIVE SPECIES CONTROL LS 5,000.0000 5,000.00 1.000 5,000 031 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 032 TEMPORARY HIGH-VISIBILITY FENCE LF 8.5000 8,245.00 1,238.000 10,523 033 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 1.000 250,000 034 ROADWAY EXCAVATION CY 67.0000 1,105,500.00 16,500.000 1,105,500 035 ROADWAY EXCAVATION (TOPSOIL) CY 75.0000 44,250.00 590.000 44,250 036 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) CY 62.0000 24,800.00 400.000 24,800 037 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 4.5000 28,395.00 6,310.000 28,395 B2 038 GEOSYNTHETIC REINFORCED EMBANKMENT SQFT 1.0000 19,300.00 19,300.000 19,300 039 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 2,400.00 2.000 2,400 040 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.4100 66,420.00 6,600.000 2,706.00 209,090.000 85,726 041 FIBER REINFORCED MATRIX (SQFT) SQFT 0.1300 21,060.00 6,600.000 858.00 209,090.000 27,181 042 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5900 57,348.00 97,200.000 57,348 043 FIBER ROLLS LF 6.5800 78,960.00 12,000.000 78,960 044 COMPOST SOCK LF 6.4700 12,293.00 1,900.000 12,293 045 CLASS 2 AGGREGATE BASE (CY) CY 145.0000 487,200.00 3,360.000 487,200 046 HOT MIX ASPHALT (TYPE A) TON 209.0000 953,040.00 4,152.380 867,847 047 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 1.0000 7.00 7.000 7 INTERLAYER) 048 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 9.1000 15,470.00 1,700.000 15,470 FABRIC) 049 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 20.0000 12,800.00 640.000 12,800 PROGRAM CAS145 PAGE 3 DATE 02/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C55U4 TIME 03:56 PM ESTIMATE NO. 009 BID OPENING 11/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/24 R.E. NAME: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 02/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TACK COAT TON 650.0000 3,900.00 8.660 5,629 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.0000 17,250.00 1,430.000 21,450 052 STRUCTURAL CONCRETE, BOX CULVERT CY 5,062.0000 75,930.00 15.000 75,930 (F) 053 STRUCTURAL CONCRETE, HEADWALL CY 6,800.0000 27,200.00 4.000 27,200 (F) 054 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,560.0000 59,280.00 13.000 59,280 (F) 055 STRUCTURAL CONCRETE (WINGWALL) CY 2,100.0000 56,700.00 27.000 56,700 (F) 056 24" ALTERNATIVE PIPE CULVERT LF 350.0000 157,500.00 450.000 157,500 057 36" ALTERNATIVE PIPE CULVERT LF 580.0000 69,600.00 120.000 69,600 058 CONCRETE BACKFILL (PIPE TRENCH) CY 1,000.0000 1,300.00 1.300 1,300 (F) 059 36" CORRUGATED STEEL PIPE (.168" THICK) LF 1,800.0000 7,560.00 4.200 7,560 060 12" PERFORATED PLASTIC PIPE UNDERDRAIN LF 31.0000 899.00 39.000 1,209 061 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 25.0000 425.00 17.000 425 062 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 185.0000 45,325.00 245.000 45,325 (F) 063 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 206.0000 50,882.00 247.000 50,882 (F) 064 18" ENTRANCE TAPER EA 1,900.0000 1,900.00 1.000 1,900 065 24" ANCHOR ASSEMBLY EA 1,140.0000 2,280.00 2.000 2,280 066 36" ANCHOR ASSEMBLY EA 1,200.0000 2,400.00 2.000 2,400 067 24" ALTERNATIVE PIPE DOWNDRAIN LF 200.0000 3,000.00 15.000 3,000 068 36" ALTERNATIVE PIPE DOWNDRAIN LF 320.0000 13,440.00 42.000 13,440 069 DRAINAGE INLET MARKER EA 75.0000 600.00 8.000 600 070 12" ALTERNATIVE FLARED END SECTION EA 520.0000 520.00 1.000 520 071 24" ALTERNATIVE FLARED END SECTION EA 700.0000 3,500.00 5.000 3,500 072 36" ALTERNATIVE FLARED END SECTION EA 2,800.0000 2,800.00 1.000 2,800 073 REMOVE ENTRANCE TAPER EA 265.0000 265.00 1.000 265 074 REMOVE CULVERT (EA) EA 1,480.0000 13,320.00 9.000 13,320 075 REMOVE SLOTTED DRAIN EA 1,150.0000 2,300.00 2.000 2,300 076 REMOVE INLET EA 975.0000 4,875.00 5.000 4,875 PROGRAM CAS145 PAGE 4 DATE 02/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C55U4 TIME 03:56 PM ESTIMATE NO. 009 BID OPENING 11/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/24 R.E. NAME: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 02/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE HEADWALL EA 975.0000 975.00 1.000 975 078 GRAVEL FILTER CY 350.0000 9,100.00 26.000 9,100 079 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 240.0000 13,440.00 56.000 13,440 METHOD B) (CY) 080 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 390.0000 2,730.00 7.000 2,730 METHOD B) (CY) 081 ROCK SLOPE PROTECTION (150 LB, CLASS CY 390.0000 2,730.00 7.000 2,730 III, METHOD B) (CY) 082 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 460.0000 8,740.00 19.000 8,740 METHOD B) (CY) 083 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 084 MISCELLANEOUS IRON AND STEEL LB 4.0000 10,004.00 2,501.000 10,004 (F) 085 STAIN GALVANIZED SURFACES (LS) LS 46,000.0000 46,000.00 1.000 46,000 086 OBLITERATE SURFACING SQYD 16.0000 6,560.00 410.000 6,560 087 FENCE (TYPE BW, METAL POST) LF 30.0000 5,100.00 170.000 5,100 088 CABLE GATE EA 3,000.0000 3,000.00 1.000 3,000 089 REMOVE FENCE (TYPE BW) LF 12.0000 1,116.00 93.000 1,116 090 REMOVE GATE EA 1,300.0000 1,300.00 1.000 1,300 091 DELINEATOR (CLASS 1) EA 60.0000 3,660.00 61.000 3,660 092 GUARD RAILING DELINEATOR EA 26.0000 442.00 26.000 676 093 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 2,310.00 410.000 2,870 094 MARKER (CULVERT) EA 60.0000 960.00 17.000 1,020 095 TREATMENT BEST MANAGEMENT PRACTICE EA 60.0000 840.00 14.000 840 MARKER 096 REMOVE ROADSIDE SIGN EA 200.0000 1,400.00 7.000 1,400 097 RESET ROADSIDE SIGN EA 350.0000 700.00 2.000 700 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 1,026.00 38.000 1,026 (0.063"-UNFRAMED) 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.0000 448.00 16.000 448 (0.080"-UNFRAMED) 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 42.0000 756.00 18.000 756 (0.080"-FRAMED) 101 ROADSIDE SIGN - ONE POST EA 750.0000 4,500.00 6.000 4,500 102 ROADSIDE SIGN - TWO POST EA 1,200.0000 1,200.00 1.000 1,200 103 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 39.8000 45,770.00 1,100.000 43,780 PROGRAM CAS145 PAGE 5 DATE 02/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C55U4 TIME 03:56 PM ESTIMATE NO. 009 BID OPENING 11/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/24 R.E. NAME: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 02/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.5000 26,855.00 410.000 26,855 105 CABLE RAILING LF 125.0000 6,000.00 53.200 6,650 (F) 106 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,050.0000 2,050.00 1.000 2,050 107 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,900.0000 19,500.00 5.000 19,500 108 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 12.0000 2,520.00 210.000 2,520 WET NIGHT VISIBILITY) 109 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 840.00 602.000 842 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 110 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 21,900.00 15,600.000 23,400 (ENHANCED WET NIGHT VISIBILITY) 111 12" RUMBLE STRIP (ASPHALT CONCRETE STA 270.0000 9,720.00 36.000 9,720 PAVEMENT) 112 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 113 REMOVE WINGWALL EA 5,100.0000 20,400.00 4.000 20,400 114 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 0.000 0 MEETING 115 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 116 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 117 FURNISH RAIL ELEMENT LF 8.7500 1,207.50 138.000 1,207 PROGRAM CAS145 PAGE 6 DATE 02/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C55U4 TIME 03:56 PM ESTIMATE NO. 009 BID OPENING 11/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/24 R.E. NAME: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 02/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 10,814.00 5,002,301.19 ADJUSTMENT OF COMPENSATION 19,947.06 19,947.06 EXTRA WORK 0.00 20,362.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 30,761.06 5,042,610.50 118 MOBILIZATION LS 572,160.0000 572,160.00 1.000 572,160 ORIGINAL CONTRACT AMOUNT 5,741,019.20 TOTAL WORK COMPLETED 30,761.06 5,614,770.50 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -3,000.00 -23,000.00 TOTAL 27,761.06 5,591,770.50 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 03/07/24 95 01/10/24 04/10/24 12/06/24 95 71 0 0 100% 100% MOSALLAI, MOJTABA RESIDENT ENGINEER