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 09/23/25 EST. NO. 006 TIME 09:38 AM R.E. NAME: MOSALLAI, MOJTABA 01-0H6004 --------------------------------------------------------------------------- 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 09/23/25 EST. NO. 006 TIME 09:38 AM R.E. NAME: MOSALLAI, MOJTABA 01-0H6004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 7/25 LTR DEDUCT -2,000.00 004 PER 8/25 LTR DEDUCT -2,000.00 005 0.00 -4,000.00 TOTAL DEDUCTIONS 0.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 09/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6004 TIME 09:38 AM ESTIMATE NO. 006 BID OPENING 10/22/24 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: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 09/23/25 LOCATION PROGRESS ESTIMATE 01-MEN-1-33.7/R51.0 ----------------- ARGONAUT CONSTRUCTORS MENDOCINO COUNTY NEAR ELK FROM 0.1 MILE 360 SUTTON PLACE NORTH OF GREENWOOD CREEK BRIDGE TO 0.2 SANTA ROSA CA 95407 MILE NORTH OF LITTLE LAKE ROAD AT MENDOCINO FED. AID NO. ACST-S001(668)E HMA, RHMA, COLD PLANE, GUARDRAIL, AND DELI ------------------------------------------------------------------------------------------------------------------------------------ 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 TIME-RELATED OVERHEAD (LS) LS 350,000.0000 350,000.00 0.154 53,900.00 0.654 228,900 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 1.000 6,000.00 2.000 12,000 004 HOURLY OFF-SITE HR 200.0000 4,000.00 5.000 1,000.00 10.000 2,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 96,622.7000 96,622.70 0.154 14,879.90 0.654 63,191 006 CONSTRUCTION AREA SIGNS LS 8,750.0000 8,750.00 0.750 6,562 007 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.154 77,000.00 0.654 327,000 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0000 28,040.00 5,613.000 22,452 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 115,200.00 260,706.000 78,211 010 CHANNELIZER LANE SEPARATION SYSTEM LF 85.0000 33,150.00 414.000 35,190 011 PORTABLE RADAR SPEED FEEDBACK SIGN LS 25,000.0000 25,000.00 0.154 3,850.00 0.654 16,350 SYSTEMS (LS) 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 115,000.0000 115,000.00 0.154 17,710.00 0.654 75,210 013 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.154 3,850.00 0.654 16,350 014 WATER POLLUTION CONTROL PROGRAM LS 17,000.0000 17,000.00 0.750 12,750 015 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,000.0000 6,000.00 0.000 0 CONTROL) 016 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.8500 7,881.00 0.000 0 MATRIX) 017 TEMPORARY COVER SQYD 1.5000 6,390.00 0.000 0 018 TEMPORARY CHECK DAM LF 8.0000 5,040.00 0.000 0 019 TEMPORARY DRAINAGE INLET PROTECTION EA 45.0000 2,025.00 30.000 1,350 020 TEMPORARY FIBER ROLL LF 7.5000 15,000.00 0.000 0 021 TEMPORARY GRAVEL BAG BERM LF 6.0000 41,820.00 0.000 0 022 STREET SWEEPING LS 88,000.0000 88,000.00 0.154 13,552.00 0.654 57,552 PROGRAM CAS145 PAGE 2 DATE 09/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6004 TIME 09:38 AM ESTIMATE NO. 006 BID OPENING 10/22/24 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: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 09/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 0.154 231.00 0.654 981 024 TREATED WOOD WASTE LB 0.2900 56,260.00 156,400.000 45,356 025 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 20,000.0000 20,000.00 0.154 3,080.00 0.654 13,080 026 INVASIVE SPECIES CONTROL LS 25,000.0000 25,000.00 0.500 12,500 027 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 3.1500 14,868.00 4,641.180 14,619 028 TEMPORARY HIGH-VISIBILITY FENCE LF 10.0000 11,000.00 1,100.000 11,000 029 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 0.100 2,500.00 1.000 25,000 030 ROADWAY EXCAVATION CY 275.0000 60,500.00 205.700 56,567 031 SHOULDER BACKING TON 40.0000 312,800.00 1,391.390 55,655.60 1,391.390 55,655 032 IMPORTED BORROW (CY) CY 20.0000 39,200.00 799.000 15,980 033 WOOD MULCH CY 85.0000 66,300.00 0.000 0 034 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 5.0700 12,675.00 0.000 0 035 FINISHING ROADWAY LS 35,600.0000 35,600.00 0.000 0 036 CLASS 2 AGGREGATE BASE (CY) CY 240.0000 28,800.00 107.640 25,833 037 HIGH FRICTION SURFACE TREATMENT SQYD 34.5000 269,445.00 6,630.270 228,744.32 6,630.270 228,744 038 CRACK TREATMENT LNMI 5,100.0000 142,800.00 28.000 142,800 039 SEGMENT CORRECTION EA 2,700.0000 156,600.00 72.500 195,750 040 REPLACE ASPHALT CONCRETE SURFACING CY 750.0000 240,000.00 376.850 282,637 041 HOT MIX ASPHALT (TYPE A) TON 183.0000 8,363,100.00 3,904.100 714,450.30 38,532.460 7,051,440 042 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 232.0000 5,846,400.00 2,073.830 481,128.56 26,477.990 6,142,893 043 DATA CORE LS 10,000.0000 10,000.00 0.910 9,100 044 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.2400 22,624.00 5,996.000 13,431.04 5,996.000 13,431 045 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.2400 11,200.00 4,356.000 9,757.44 4,356.000 9,757 046 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.2400 27,776.00 9,911.000 22,200.64 9,911.000 22,200 047 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.2400 16,576.00 4,092.000 9,166.08 4,092.000 9,166 048 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 2.5000 575.00 0.000 0 AREA) 049 TACK COAT TON 1,393.0000 334,320.00 139.770 194,699 PROGRAM CAS145 PAGE 3 DATE 09/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6004 TIME 09:38 AM ESTIMATE NO. 006 BID OPENING 10/22/24 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: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 09/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ASPHALT CONCRETE DIKE LF 0.7000 24,290.00 17,350.000 12,145 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 1,048,500.00 209,700.000 943,650 052 RAIL ELEMENT WALL SQFT 28.0000 39,480.00 1,566.800 43,870 053 STRUCTURAL CONCRETE, BARRIER SLAB CY 2,300.0000 138,000.00 60.000 138,000 (F) 054 PEDESTRIAN BARRICADE (TYPE I) EA 2,895.0000 2,895.00 1.000 2,895 055 REMOVE RETAINING CURB LF 200.0000 3,600.00 18.000 3,600 056 12" SLOTTED CORRUGATED STEEL PIPE (.079" LF 400.0000 32,000.00 0.000 0 THICK) 057 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 330.0000 7,260.00 11.000 3,630.00 11.000 3,630 058 8" ENTRANCE TAPER EA 335.0000 335.00 1.000 335.00 1.000 335 059 REMOVE GRATE EA 1,400.0000 2,800.00 0.000 0 060 REMOVE OVERSIDE DRAIN EA 1,450.0000 1,450.00 1.000 1,450.00 1.000 1,450 061 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 72.0000 5,760.00 0.000 0 062 ADJUST FRAME AND GRATE TO GRADE EA 2,500.0000 22,500.00 0.000 0 063 ADJUST SLOTTED DRAIN TO GRADE LF 115.0000 28,750.00 238.000 27,370.00 238.000 27,370 064 MINOR CONCRETE (RETAINING CURB) CY 4,200.0000 13,020.00 3.100 13,020 065 DETECTABLE WARNING SURFACE SQFT 75.0000 4,500.00 60.000 4,500 066 MINOR CONCRETE (CURB AND GUTTER) CY 2,500.0000 22,500.00 9.000 22,500 067 MINOR CONCRETE (SIDEWALK) CY 3,000.0000 18,000.00 5.940 17,820 068 REMOVE CONCRETE CURB (LF) LF 28.0000 29,400.00 1,059.000 29,652 069 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 44.0000 2,904.00 65.300 2,873 070 REMOVE CONCRETE (CURB AND GUTTER) LF 44.0000 5,720.00 120.300 5,293 071 PRE/POST CONSTRUCTION SURVEYS EA 6,500.0000 19,500.00 0.000 0 072 INLET GRATE EA 980.0000 1,960.00 0.000 0 073 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 2,600.0000 5,200.00 0.000 0 074 REMOVE WOOD FENCE LF 160.0000 8,000.00 50.000 8,000 075 REMOVE PAVEMENT MARKER EA 2.0000 8,500.00 3,340.000 6,680 076 DELINEATOR (CLASS 1) EA 500.0000 18,500.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6004 TIME 09:38 AM ESTIMATE NO. 006 BID OPENING 10/22/24 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: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 09/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DELINEATOR (CLASS 2) EA 500.0000 370,000.00 19.000 9,500.00 19.000 9,500 078 GUARD RAILING DELINEATOR EA 25.9000 16,835.00 201.000 5,205.90 445.000 11,525 079 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 62,480.00 0.000 0 080 MILEPOST MARKER EA 77.0000 5,390.00 40.000 3,080.00 70.000 5,390 081 MARKER (CULVERT) EA 63.0000 16,380.00 103.000 6,489.00 248.000 15,624 082 OBJECT MARKER (TYPE P) EA 120.0000 2,280.00 8.000 960.00 8.000 960 083 OBJECT MARKER (TYPE K-1) EA 70.0000 700.00 0.000 0 084 OBJECT MARKER (TYPE L-1) EA 79.0000 1,501.00 6.000 474.00 6.000 474 085 REMOVE ROADSIDE SIGN EA 100.0000 3,100.00 2.000 200.00 31.000 3,100 086 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 325.0000 650.00 2.000 650.00 2.000 650 BRACKET METHOD) 087 REMOVE SIGN POST EA 80.0000 20,000.00 83.000 6,640.00 244.000 19,520 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.3000 5,538.00 65.000 1,384.50 260.000 5,538 (0.063"-UNFRAMED) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 2,700.00 16.000 288.00 147.250 2,650 (0.080"-UNFRAMED) 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.5000 4,425.00 125.000 3,687.50 149.500 4,410 (0.080"-FRAMED) 091 ROADSIDE SIGN - ONE POST EA 395.0000 94,800.00 60.000 23,700.00 208.000 82,160 092 ROADSIDE SIGN - TWO POST EA 700.0000 37,800.00 24.000 16,800.00 53.000 37,100 093 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 355.0000 710.00 0.000 0 METHOD) 094 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 36.0000 207,720.00 5,770.000 207,720 095 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 37.8000 171,612.00 4,540.000 171,612 096 VEGETATION CONTROL (MINOR CONCRETE) SQYD 132.9000 571,470.00 419.000 55,685.10 4,582.000 608,947 097 REMOVE VEGETATION CONTROL (MINOR SQYD 93.3100 82,112.80 880.000 82,112 CONCRETE) 098 VEGETATION CONTROL MAT (FIBER) SQYD 190.0000 66,500.00 113.000 21,470.00 340.000 64,600 099 CABLE RAILING LF 119.0000 40,222.00 62.500 7,437.50 337.500 40,162 (F) 100 TRANSITION RAILING (TYPE AGT) EA 5,650.0000 84,750.00 15.000 84,750 101 END CAP (TYPE B) EA 140.0000 1,820.00 13.000 1,820 102 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,325.0000 17,225.00 13.000 17,225 103 RECONSTRUCT TERMINAL SYSTEM EA 1,650.0000 3,300.00 2.000 3,300 PROGRAM CAS145 PAGE 5 DATE 09/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6004 TIME 09:38 AM ESTIMATE NO. 006 BID OPENING 10/22/24 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: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 09/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,250.0000 78,000.00 24.000 78,000 105 BURIED POST END ANCHOR (TYPE B-F) EA 2,600.0000 52,000.00 20.000 52,000 106 BURIED POST END ANCHOR (TYPE B-S) EA 3,200.0000 12,800.00 4.000 12,800 107 CONCRETE BARRIER TRANSITION LF 2,750.0000 660,000.00 240.000 660,000 (F) 108 REMOVE GUARDRAIL LF 5.0000 69,000.00 13,800.000 69,000 109 REMOVE CABLE RAILING LF 22.0000 7,480.00 275.000 6,050 110 RECONSTRUCT GUARDRAIL LF 57.0000 21,660.00 380.000 21,660 111 ADJUST GUARDRAIL LF 15.0000 3,750.00 250.000 3,750 112 REMOVE CONCRETE BARRIER LF 370.0000 28,860.00 78.000 28,860 113 REMOVE METAL RAILING LF 197.0000 6,698.00 34.000 6,698 114 RECONSTRUCT GUARDRAIL (STEEL POST) LF 91.0000 100,100.00 1,100.000 100,100 115 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.0000 56,080.00 0.000 0 WET NIGHT VISIBILITY) 116 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 334,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 117 8" THERMOPLASTIC TRAFFIC STRIPE LF 8.0000 6,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 118 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 65,100.00 157,254.000 47,176 119 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 24,750.00 8,669.000 19,505.25 10,724.000 24,129 (WATER BLASTING) 120 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 7,200.00 1,825.000 5,475 121 CENTERLINE RUMBLE STRIP (SINUSOIDAL) STA 75.0000 12,750.00 0.000 0 122 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.0000 56,500.00 0.000 0 123 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.0000 56,500.00 0.000 0 (WARRANTY) 124 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.500 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 125 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 58,594.0000 58,594.00 0.150 8,789.10 0.900 52,734 126 MODIFYING TRAFFIC MONITORING STATIONS LS 54,527.0000 54,527.00 0.150 8,179.05 0.900 49,074 127 MODIFYING SEISMIC MONITORING SYSTEM LS 120,000.0000 120,000.00 0.000 0 128 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 129 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 1,582.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 6 DATE 09/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6004 TIME 09:38 AM ESTIMATE NO. 006 BID OPENING 10/22/24 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: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 09/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 7,230.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) PROGRAM CAS145 PAGE 7 DATE 09/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6004 TIME 09:38 AM ESTIMATE NO. 006 BID OPENING 10/22/24 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: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 09/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,964,996.78 19,523,906.71 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 99,298.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,964,996.78 19,623,205.45 131 MOBILIZATION LS 1,578,000.0000 1,578,000.00 1.000 1,578,000 ORIGINAL CONTRACT AMOUNT 24,565,444.00 TOTAL WORK COMPLETED 1,964,996.78 21,201,205.45 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -4,000.00 TOTAL 1,964,996.78 21,197,205.45 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 01/24/25 180 02/10/25 04/08/25 11/25/25 85 69 0 0 84% 47% PROGRESS IS SATISFACTORY MOSALLAI, MOJTABA RESIDENT ENGINEER