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 02/23/22 EST. NO. 013 TIME 11:00 AM R.E. NAME: JOAQUIN RODRIGUEZ 01-0C5704 --------------------------------------------------------------------------- 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 0007 2,621.84 E.W. @ F.A.(+) 102021 N 0014.0 0008 488.44 103121 N 0015.0 007 0003 4,480.00 A.C. @ L.S.(+) 012522 N 3.0 0 7,590.28 TOTAL THIS ESTIMATE 683,601.33 TOTAL PREVIOUS ESTIMATE 691,191.61 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 02/23/22 EST. NO. 013 TIME 11:00 AM R.E. NAME: JOAQUIN RODRIGUEZ 01-0C5704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 12/21 -10,000.00 012 PER LTR DATE 2/16/22 -3,000.00 013 -3,000.00 -13,000.00 TOTAL DEDUCTIONS -3,000.00 -13,000.00 PROGRAM CAS145 PAGE 1 DATE 02/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C5704 TIME 11:00 AM ESTIMATE NO. 013 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/22 R.E. NAME: JOAQUIN RODRIGUEZ DATE OF THIS ESTIMATE 02/23/22 LOCATION PROGRESS ESTIMATE 01-HUM-101-69.8/75.2 ----------------- MERCER-FRASER COMPANY IN HUMBOLDT COUNTY NEAR EUREKA FROM 77 2ND ST 0.8 MILE SOUTH OF TOMPKINS HILL EUREKA CA 95501 ROAD OH TO 0.4 MILE NORTH OF HERRICK AVENUE OC FED. AID NO. ACNH-Q101(386)E ROADWAY REHAB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 9,500.0000 9,500.00 0.250 2,375 003 TIME-RELATED OVERHEAD (LS) LS 330,000.0000 330,000.00 0.950 313,500 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 30,000.00 2.000 12,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.100 1,500.00 1.000 15,000 007 TRAFFIC CONTROL SYSTEM LS 711,000.0000 711,000.00 0.050 35,550.00 1.000 711,000 008 TYPE III BARRICADE EA 300.0000 1,800.00 6.000 1,800 009 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.0000 24,600.00 500.000 3,000 010 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,400.00 40.000 1,400 011 PORTABLE RADAR SPEED FEEDBACK SIGN LS 38,000.0000 38,000.00 1.000 38,000 SYSTEM 012 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 17,500.0000 17,500.00 1.000 17,500 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 33,000.0000 33,000.00 0.050 1,650.00 1.000 33,000 014 TEMPORARY RAILING (TYPE K) LF 14.5000 407,450.00 28,160.000 408,320 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,000.0000 20,000.00 4.000 20,000 016 JOB SITE MANAGEMENT LS 73,000.0000 73,000.00 1.000 73,000 017 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 0.750 1,875 018 MOVE-IN/MOVE-OUT EA 1,000.0000 1,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 019 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 7,200.00 24.000 7,200 020 STREET SWEEPING LS 303,000.0000 303,000.00 1.000 303,000 021 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 1.000 25,000 022 TREATED WOOD WASTE LB 0.1000 12,000.00 92,533.000 9,253 PROGRAM CAS145 PAGE 2 DATE 02/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C5704 TIME 11:00 AM ESTIMATE NO. 013 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/22 R.E. NAME: JOAQUIN RODRIGUEZ DATE OF THIS ESTIMATE 02/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 3,600.00 500.000 2,000 024 CLEARING AND GRUBBING (LS) LS 34,000.0000 34,000.00 1.000 34,000 025 ROADWAY EXCAVATION CY 60.0000 217,200.00 2,792.000 167,520 026 SHOULDER BACKING TON 70.0000 119,000.00 2,125.000 148,750 027 IMPORTED TOPSOIL (CY) CY 80.0000 24,000.00 270.000 21,600 028 FIBER REINFORCED MATRIX SQFT 0.7000 3,780.00 5,400.000 3,780 029 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.7500 4,050.00 5,400.000 4,050 030 CLASS 2 AGGREGATE BASE (CY) CY 105.0000 284,550.00 2,635.980 276,777 031 ASPHALT-RUBBER BINDER TON 600.0000 4,200.00 0.000 0 032 CRACK TREATMENT LNMI 5,200.0000 114,400.00 0.000 0 033 PRECOATED AGGREGATE (SEAL COAT) TON 775.0000 28,675.00 0.000 0 034 HOT MIX ASPHALT (TYPE A) TON 170.0000 2,839,000.00 16,371.920 2,783,226 035 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 160.0000 3,328,000.00 23,618.740 3,778,998 036 ASPHALT BINDER TON 550.0000 4,950.00 9.000 4,950 (GEOSYNTHETIC PAVEMENT INTERLAYER) 037 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.0000 17,600.00 7,920.000 15,840 (PAVING FABRIC) 038 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 15,120.00 2,071.000 8,284 039 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 12,640.00 3,685.000 14,740 040 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 240.00 544.000 2,176 041 PLACE HOT MIX ASPHALT SQYD 100.0000 22,000.00 203.000 20,300 (MISCELLANEOUS AREA) 042 TACK COAT TON 650.0000 84,500.00 6.370 4,140.50 103.870 67,515 043 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 35,000.00 6,300.000 31,500 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 498,500.00 95,070.000 475,350 045 ADJUST FRAME AND GRATE TO GRADE EA 4,000.0000 20,000.00 5.000 20,000 046 DETECTABLE WARNING SURFACE SQFT 40.0000 8,800.00 80.850 3,234 047 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,850.0000 31,450.00 24.000 44,400 CURB RAMP) 048 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 200.0000 17,600.00 88.000 17,600 049 ADJUST ACCESS BOX FRAME AND COVER EA 1,350.0000 12,150.00 9.000 12,150 (UTILITY) PROGRAM CAS145 PAGE 3 DATE 02/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C5704 TIME 11:00 AM ESTIMATE NO. 013 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/22 R.E. NAME: JOAQUIN RODRIGUEZ DATE OF THIS ESTIMATE 02/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ADJUST MANHOLE FRAME AND COVER EA 4,500.0000 18,000.00 5.000 22,500 (UTILITY) 051 PARKING BUMPER (PRECAST CONCRETE) EA 300.0000 12,300.00 41.000 12,300 052 REMOVE PAVEMENT MARKER EA 2.0000 6,840.00 3,420.000 6,840 053 GUARD RAILING DELINEATOR EA 15.0000 8,700.00 511.000 7,665 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 14,920.00 3,481.000 13,924 055 REMOVE ROADSIDE SIGN EA 125.0000 10,125.00 80.000 10,000 056 REMOVE SIGN PANEL EA 125.0000 375.00 3.000 375 057 RELOCATE SIGN PANEL EA 250.0000 1,250.00 4.000 1,000 058 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 26.5000 29,150.00 1,092.500 28,951 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 3,375.00 269.390 3,367 (0.063"-UNFRAMED) 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7500 6,187.50 444.750 6,115 (0.080"-UNFRAMED) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 3,150.00 174.750 3,058 (0.063"-FRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 41,220.00 2,280.750 41,053 (0.080"-FRAMED) 063 ROADSIDE SIGN - ONE POST EA 275.0000 9,350.00 33.000 9,075 064 ROADSIDE SIGN - TWO POST EA 750.0000 27,000.00 36.000 27,000 065 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 210.0000 420.00 2.000 420 METHOD) 066 INSTALL ROADSIDE SIGN PANEL ON EA 500.0000 500.00 1.000 500 EXISTING POST 067 INSTALL ROADSIDE SIGN EA 1,100.0000 27,500.00 25.000 27,500 (LAMINATED WOOD BOX POST) 068 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 2,300.0000 9,200.00 4.000 9,200 069 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 1,800.0000 82,800.00 46.000 82,800 070 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 24.0000 222,240.00 7,700.000 184,800 071 VEGETATION CONTROL (MINOR CONCRETE) SQYD 62.0000 553,660.00 4,974.590 308,424 072 WILDLIFE PASSAGE WAY (TYPE S) EA 100.0000 14,000.00 147.000 14,700 073 WILDLIFE PASSAGE WAY (TYPE M) EA 2,000.0000 2,000.00 1.000 2,000 074 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 35.0000 29,050.00 825.000 28,875 (STEEL POST) 075 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 20,000.00 5.000 20,000 076 LOW SPEED GUARDRAIL TRANSITION LF 75.0000 5,625.00 75.000 5,625 PROGRAM CAS145 PAGE 4 DATE 02/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C5704 TIME 11:00 AM ESTIMATE NO. 013 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/22 R.E. NAME: JOAQUIN RODRIGUEZ DATE OF THIS ESTIMATE 02/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RAIL TENSIONING ASSEMBLY EA 750.0000 4,500.00 6.000 4,500 078 END CAP (TYPE A) EA 400.0000 2,400.00 4.000 1,600 079 ASYMMETRICAL REPLACEMENT ASSEMBLY EA 1,500.0000 12,000.00 8.000 12,000 080 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 10,400.00 15.000 9,750 081 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 48,000.00 16.000 48,000 082 MAX TENSION MEDIAN CRASH CUSHION EA 12,500.0000 100,000.00 8.000 100,000 083 CRASH CUSHION (TYPE SCI) EA 50,000.0000 50,000.00 1.000 50,000 084 CONCRETE BARRIER (TYPE 60M) LF 135.0000 1,096,200.00 8,133.000 1,097,955 085 CONCRETE BARRIER (TYPE 60MC) LF 145.0000 801,850.00 5,472.000 793,440 086 CONCRETE BARRIER TRANSITION LF 650.0000 102,050.00 33.000 21,450.00 157.000 102,050 (F) 087 REMOVE GUARDRAIL LF 2.3000 25,070.00 9,050.000 20,815 088 RECONSTRUCT GUARDRAIL (WOOD POST) LF 75.0000 1,875.00 25.000 1,875 089 REMOVE CONCRETE BARRIER LF 50.0000 690,000.00 13,737.300 686,865 090 REMOVE CRASH CUSHION EA 1,750.0000 1,750.00 1.000 1,750 091 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 20,680.00 14,273.000 57,092 (ENHANCED WET NIGHT VISIBILITY) 092 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 469.00 1,250.000 437 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 093 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 19,600.00 55,860.000 19,551 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 094 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5800 88,218.00 156,005.000 90,482 (ENHANCED WET NIGHT VISIBILITY) 095 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 8,220.00 1,040.000 1,040 (ENHANCED WET NIGHT VISIBILITY) 096 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 10,830.00 3,610.000 10,830 097 12" RUMBLE STRIP STA 50.0000 48,000.00 899.590 44,979 (ASPHALT CONCRETE PAVEMENT) 098 REMOVE 6" TRAFFIC STRIPE LF 0.3500 23,975.00 15,080.000 5,278 099 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 8,500.0000 8,500.00 0.050 425.00 1.000 8,500 SYSTEM ELEMENTS DURING CONSTRUCTION 100 TRAFFIC MONITORING STATION SYSTEM LS 245,000.0000 245,000.00 0.096 23,520.00 1.000 245,000 101 CAMERA SYSTEMS LS 55,000.0000 55,000.00 1.000 55,000 PROGRAM CAS145 PAGE 5 DATE 02/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C5704 TIME 11:00 AM ESTIMATE NO. 013 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/22 R.E. NAME: JOAQUIN RODRIGUEZ DATE OF THIS ESTIMATE 02/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 88,235.50 14,306,825.55 ADJUSTMENT OF COMPENSATION 4,480.00 567,739.87 EXTRA WORK 3,110.28 123,451.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 95,825.78 14,998,017.16 102 MOBILIZATION LS 1,600,000.0000 1,600,000.00 1.000 1,600,000 ORIGINAL CONTRACT AMOUNT 16,090,479.50 TOTAL WORK COMPLETED 95,825.78 16,598,017.16 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -3,000.00 -13,000.00 TOTAL 92,825.78 16,585,017.16 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 12/02/20 105 05/17/21 01/26/21 03/08/22 94 174 0 0 97% 90% PROGRESS IS SATISFACTORY JOAQUIN RODRIGUEZ RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/22