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 09/19/24 EST. NO. 028 TIME 09:39 AM R.E. NAME: ROOSBEH HADIPOUR 01-0B5304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0012 6,832.24 E.W. @ F.A.(+) 122922 N 0005.0 0014 1,776.90 020723 N 0017.0 0016 529.02 021023 N 0019.0 0017 518.24 021623 N 0020.0 0018 5,400.14 022123 N 0021.0 0021 1,472.83 030323 N 0024.0 0022 634.66 030723 N 0025.0 0023 1,701.36 031023 N 0026.0 0024 394.91 031323 N 0027.0 0025 1,428.67 031623 N 0028.0 0026 1,620.93 031623 N 0029.0 0027 2,905.60 040523 N 0030.0 0028 1,827.23 040623 N 0031.0 27,042.73 TOTAL THIS ESTIMATE 51,409.40 TOTAL PREVIOUS ESTIMATE 78,452.13 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 09/19/24 EST. NO. 028 TIME 09:39 AM R.E. NAME: ROOSBEH HADIPOUR 01-0B5304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERF FAILURE -6,687.50 013 PER FAILURE 2406 -57,436.48 014 PERF FAILURE RTN 64,123.98 020 FHWA 1391 WITHHOLD -10,000.00 027 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER 5/22 LTR DEDUCT -10,000.00 002 PER 6/22 LTR DEDUCT -1,000.00 003 PER LTR 7/22 DEDUCT -10,000.00 004 PER 8/22 LTR DEDUCT -4,000.00 005 RELEASE 5/22 DEDUCT 10,000.00 005 PER LTR 9/22 DEDUCT -4,000.00 006 RELEASE 5/22 DEDUCT 10,000.00 006 RELEASE 6/22 DEDUCT 1,000.00 006 PER 10/22 LTR DEDUCT -2,000.00 007 RELEASE 8/22 DEDUCT 4,000.00 007 RELEASE 9/22 DEDUCT 4,000.00 007 DEDUCT LTTR 11/2022 -3,000.00 008 DEDUCT PER 12/22 LTR -10,000.00 009 RELEASE 11/22 DEDUCT 3,000.00 009 PER 1/23 LTR DEDUCT -3,000.00 010 RELEASE 10/22 DEDUCT 2,000.00 010 PER 2/23 LTR DEDUCT -5,000.00 011 RELEASE 12/22 DEDUCT 10,000.00 012 RELEASE 1/23 DEDUCT 3,000.00 012 RELEASE 2/23 DEDUCT 5,000.00 012 PER 10/23 LTR DEDUCT -10,000.00 019 DEDUCT LTTR 11/23 -2,000.00 020 RTN PER 10/23 LTR 10,000.00 020 RELEASE 11/23 DEDUCT 2,000.00 024 PER 4/24 LTR DEDUCT -4,000.00 025 PER 7/24 LTR DEDUCT -4,000.00 026 PER 8/24 LTR DEDUCT -1,000.00 027 RELEASE 8/24 DEDUCT 1,000.00 028 1,000.00 -8,000.00 TOTAL DEDUCTIONS 1,000.00 -18,000.00 PROGRAM CAS145 PAGE 1 DATE 09/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5304 TIME 09:39 AM ESTIMATE NO. 028 BID OPENING 10/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: ROOSBEH HADIPOUR DATE OF THIS ESTIMATE 09/19/24 LOCATION PROGRESS ESTIMATE 01-MEN-162-11.5/11.8 ----------------- MERCER-FRASER COMPANY IN MENDOCINO NEAR DOS RIOS FROM 1.4 200 DINSMORE DR TO 1.7 MILES EAST OF RODEO CREEK BR FORTUNA CA 95502 #10-237 FED. AID NO. STER-19FF(4)E STABILIZE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,400.0000 5,400.00 0.980 5,292 003 TIME-RELATED OVERHEAD (LS) LS 500,000.0000 500,000.00 0.980 490,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 48,000.00 3.000 18,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 8,000.00 7.500 1,500 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.900 9,000 007 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.980 98,000 008 TYPE III BARRICADE EA 150.0000 2,700.00 6.000 900 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.0000 6,180.00 0.000 0 010 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,400.00 54.000 2,160 011 PLASTIC TRAFFIC DRUMS EA 55.0000 2,750.00 25.000 1,375 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 60,000.0000 60,000.00 0.980 58,800 013 TEMPORARY RAILING (TYPE K) LF 25.0000 58,000.00 1,200.000 30,000 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,000.0000 32,000.00 4.000 16,000 015 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.980 49,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.750 1,875 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 31,000.00 29.000 14,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 750.0000 90,000.00 55.000 41,250 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 020 MOVE-IN/MOVE-OUT EA 1,500.0000 18,000.00 1.000 1,500 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.4000 3,056.00 0.000 0 022 TEMPORARY HYDRAULIC MULCH SQYD 0.8000 1,776.00 2,200.000 1,760 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 09/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5304 TIME 09:39 AM ESTIMATE NO. 028 BID OPENING 10/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: ROOSBEH HADIPOUR DATE OF THIS ESTIMATE 09/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TACKED STRAW SQYD 1.3400 3,082.00 0.000 0 024 TEMPORARY COVER SQYD 4.0000 8,880.00 5,275.000 21,100 025 TEMPORARY CHECK DAM LF 11.0000 3,300.00 152.000 1,672 026 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 700.00 0.000 0 027 TEMPORARY FIBER ROLL LF 5.0000 48,750.00 1,414.500 7,072 028 TEMPORARY GRAVEL BAG BERM LF 14.0000 2,520.00 42.000 588 029 TEMPORARY SILT FENCE LF 4.0000 12,800.00 1,758.000 7,032 030 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 17,500.00 4.000 14,000 031 STREET SWEEPING LS 25,000.0000 25,000.00 0.980 24,500 032 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 0.980 24,500 033 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 40,000.0000 40,000.00 0.980 39,200 034 TEMPORARY HIGH-VISIBILITY FENCE LF 3.8800 1,396.80 264.000 1,024 035 CLEARING AND GRUBBING (LS) LS 40,000.0000 40,000.00 1.000 40,000 036 ROADWAY EXCAVATION CY 50.0000 1,655,000.00 27,586.660 1,379,333 037 STRUCTURE EXCAVATION (PILE CAP) CY 67.4300 13,553.43 201.000 13,553 (F) 038 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 23.6400 96,545.76 3,471.300 82,061 (F) 039 STRUCTURE BACKFILL (PILE CAP) CY 159.1700 22,602.14 142.000 22,602 (F) 040 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 148.0000 30,784.00 0.000 0 (F) 041 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 380.0000 227,240.00 598.000 227,240 (F) 042 CONCRETE BACKFILL (SHEAR PILE WALL) CY 380.0000 194,560.00 512.000 194,560 (F) 043 LEAN CONCRETE BACKFILL CY 280.0000 284,200.00 1,015.000 284,200 (F) 044 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 4.0200 23,959.20 1,080.580 4,343 CLASS B2 045 SOIL TESTING EA 1,701.2100 1,701.21 0.000 0 046 BONDED FIBER MATRIX (SQFT) SQFT 0.1400 16,520.00 0.000 0 047 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.5800 109,336.00 0.000 0 048 FIBER ROLLS LF 9.6900 85,465.80 0.000 0 049 COMPOST (CY) CY 92.1100 39,607.30 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5304 TIME 09:39 AM ESTIMATE NO. 028 BID OPENING 10/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: ROOSBEH HADIPOUR DATE OF THIS ESTIMATE 09/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HOT MIX ASPHALT (TYPE A) TON 164.0000 500,200.00 1,818.440 298,224 051 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.4000 720.00 0.000 0 (PAVING FABRIC) 052 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.1600 8,377.60 132.000 813 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.1600 1,047.20 0.000 0 054 TACK COAT TON 961.0191 4,516.79 1.200 1,153 055 GROUND ANCHOR (SUBHORIZONTAL) EA 8,800.0000 5,368,000.00 8.000 70,400.00 584.000 5,139,200 056 STEEL SOLDIER PILE (HP 14X89) LF 132.0000 1,121,736.00 8,470.000 1,118,040 057 STEEL SOLDIER PILE (W 21X122) LF 172.0000 570,696.00 3,118.000 536,296 058 30" DRILLED HOLE LF 160.0000 1,867,200.00 11,661.040 1,865,766 059 STRUCTURAL CONCRETE, WALER CY 1,115.1000 847,476.00 730.100 814,134 (F) 060 STRUCTURAL CONCRETE, PILE CAP CY 723.2700 104,874.15 145.000 104,874 (F) 061 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,078.8000 455,253.60 422.000 455,253 (F) 062 BAR REINFORCING STEEL (PILE CAP) LB 1.7500 19,983.25 11,419.000 19,983 (F) 063 BAR REINFORCING STEEL (WALER) LB 1.4000 505,737.40 347,028.000 485,839 (F) 064 TIMBER LAGGING MFBM 5,500.0000 918,500.00 149.960 824,780 (F) 065 CLEAN AND PAINT STEEL SOLDIER PILING LS 300,000.0000 300,000.00 0.850 255,000 066 8" PERFORATED STEEL PIPE UNDERDRAIN LF 45.0000 13,500.00 6.000 270.00 246.000 11,070 067 8" NON-PERFORATED STEEL PIPE UNDERDRAIN LF 43.0000 14,620.00 90.000 3,870.00 340.000 14,620 068 FURNISH AND INSTALL DRAIN PIPE LF 25.0000 41,250.00 1,325.000 33,125 (HORIZONTAL DRAIN) 069 DRILL HOLE (HORIZONTAL DRAIN) LF 51.0500 84,232.50 1,325.000 67,641 070 CLASS 3 PERMEABLE MATERIAL CY 120.0000 198,120.00 1,247.230 149,667.60 1,247.230 149,667 071 ROCK SLOPE PROTECTION CY 150.0000 1,950.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 072 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 9.0000 450.00 0.000 0 073 DESTROY WELL EA 1,500.0000 18,000.00 0.000 0 074 PREPARE AND STAIN CONCRETE SQFT 4.5000 38,371.50 0.000 0 075 TEMPORARY DEBRIS CONTAINMENT FENCE LF 27.4500 19,215.00 717.000 19,681 076 REMOVE PAVEMENT MARKER EA 3.0000 108.00 28.000 84 PROGRAM CAS145 PAGE 4 DATE 09/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5304 TIME 09:39 AM ESTIMATE NO. 028 BID OPENING 10/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: ROOSBEH HADIPOUR DATE OF THIS ESTIMATE 09/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DELINEATOR (CLASS 1) EA 55.0000 1,595.00 0.000 0 078 GUARD RAILING DELINEATOR EA 27.0000 378.00 0.000 0 079 PAVEMENT MARKER EA 35.0000 5,250.00 0.000 0 (RETROREFLECTIVE-RECESSED) 080 MARKER (CULVERT) EA 55.0000 330.00 0.000 0 081 MIDWEST GUARDRAIL SYSTEM (SPECIAL) LF 110.0000 4,180.00 0.000 0 082 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 47.0000 21,620.00 0.000 0 083 VEGETATION CONTROL (MINOR CONCRETE) SQYD 54.0000 15,660.00 0.000 0 084 TUBULAR BICYCLE RAILING (MODIFIED) LF 320.0000 210,880.00 0.000 0 085 TRANSITION RAILING (TYPE WB-31) EA 4,300.0000 8,600.00 0.000 0 086 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,300.0000 8,600.00 0.000 0 087 CONCRETE BARRIER(TYPE 85 MODIFIED) LF 450.0000 296,550.00 659.000 296,550 (F) 088 THERMOPLASTIC PAVEMENT MARKING SQFT 25.0000 1,850.00 74.000 1,850 (ENHANCED WET NIGHT VISIBILITY) 089 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 13,275.00 2,110.000 3,165 (ENHANCED WET NIGHT VISIBILITY) 090 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 4,906.00 2,460.000 2,706 091 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 35.0000 840.00 20.000 700 092 TEMPORARY SIGNAL SYSTEMS LS 375,000.0000 375,000.00 0.900 337,500 PROGRAM CAS145 PAGE 5 DATE 09/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5304 TIME 09:39 AM ESTIMATE NO. 028 BID OPENING 10/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: ROOSBEH HADIPOUR DATE OF THIS ESTIMATE 09/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 224,207.60 16,091,712.96 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 27,042.73 78,452.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 251,250.33 16,170,165.09 093 MOBILIZATION LS 2,000,000.0000 2,000,000.00 1.000 2,000,000 ORIGINAL CONTRACT AMOUNT 20,065,914.63 TOTAL WORK COMPLETED 251,250.33 18,170,165.09 MATERIALS ON HAND ON SITE -100.00 278,735.42 DEDUCTIONS 1,000.00 -18,000.00 TOTAL 252,150.33 18,430,900.51 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 11/30/21 315 01/24/22 01/24/22 09/24/24 313 351 0 0 90% 99% PROGRESS IS SATISFACTORY ROOSBEH HADIPOUR RESIDENT ENGINEER