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 09/30/22 EST. NO. 011 TIME 04:36 PM R.E. NAME: BRIAN FINCK 01-0B6204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0001 1,220.31 E.W. @ F.A.(+) 051921 N EWB001 0002 1,220.31 052021 N EWB002 0003 4,318.50 052121 N EWB003 0004 1,220.31 052321 N EWB004 0007 508.05 090821 N EW0050 0010 3,615.13 062721 N EWB010 0011 383.44 062821 N EWB011 0012 383.44 062921 N EWB012 0014 13,453.78 100421 N EWB014 0015 679.67 100621 N EWB015 005 0001 -22,300.00 A.C. @ U.P.(-) 093022 N 5.1 0 006 0011 10,603.79 E.W. @ F.A.(+) 071121 N 6-4-09 0012 2,247.26 063021 N 6-4-13 007 0002 44,987.43 E.W. @ F.A.(+) 052222 N 7-0020 0003 35,719.50 052322 N 7-03.1 0004 3,039.38 052322 N 003.20 0005 34,973.67 052422 N 7-04.1 0006 5,124.74 052422 N 004.20 0007 26,372.69 052522 N 005.10 0008 5,133.21 052522 N 7-05.2 0009 37,163.97 052622 N 7-06.1 0010 9,808.87 052622 N 7-06.2 0011 7,591.05 052722 N 7-0070 0018 8,147.82 060622 N 7-0120 0019 5,824.27 060722 N 7-0130 0020 3,477.22 060822 N 7-0140 0021 326.82 061022 N 7-0150 0022 4,371.66 062322 N 7-0160 0023 6,289.02 052822 N 07-017 008 0001 5,640.80 E.W. @ F.A.(+) 070221 N 8-0010 0002 2,230.32 072721 N 8-0020 0003 2,618.55 090221 N 8-0030 0004 4,771.64 072521 N 8-0040 0006 4,369.72 101021 N 8-0060 0007 2,167.98 111521 N 8-0070 277,704.32 TOTAL THIS ESTIMATE 27,826.45 TOTAL PREVIOUS ESTIMATE 305,530.77 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 09/30/22 EST. NO. 011 TIME 04:36 PM R.E. NAME: BRIAN FINCK 01-0B6204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM4401 2021 -10,000.00 011 MISSING CEM4401 2022 -10,000.00 011 -20,000.00 -20,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402 -10,000.00 011 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 12/21 -9,000.00 008 RELEASE 12/21 DEDUCT 9,000.00 009 0.00 0.00 TOTAL DEDUCTIONS -30,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 09/30/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B6204 TIME 04:36 PM ESTIMATE NO. 011 BID OPENING 10/28/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/22 R.E. NAME: BRIAN FINCK DATE OF THIS ESTIMATE 09/30/22 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 01-HUM-101-75.1/77.4 ---------------------------------------- CALIFORNIA HIGHWAY IN HUMBOLDT COUNTY IN EUREKA FROM CONSTRUCTION GROUP, INC. 0.4 MILE NORTH OF THE HERRICK 1647 WILLOW PASS RD #150; AVENUE OVERCROSSING TO 0.1 MILE CONCORD CA 94520 SOUTH OF 14TH STREET FED. AID NO. ACNH-Q101(384)E ADA CURB RETURNS/RAMPS UPGRADES ------------------------------------------------------------------------------------------------------------------------------------ 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 52,500.0000 52,500.00 0.297 15,592.50 1.000 52,500 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 14,000.00 0.000 0 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 4,900.0000 4,900.00 0.250 1,225.00 1.000 4,900 006 TRAFFIC CONTROL SYSTEM LS 271,810.0000 271,810.00 1.000 271,810 007 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 16,254.3000 16,254.30 1.000 16,254 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,592.0000 16,592.00 1.000 16,592 009 TEMPORARY RAILING (TYPE K) LF 64.0000 40,960.00 600.000 38,400 010 ALTERNATE TEMPORARY CRASH CUSHION EA 3,125.0000 3,125.00 1.000 3,125 011 JOB SITE MANAGEMENT LS 14,835.0000 14,835.00 0.297 4,406.00 1.000 14,835 012 PREPARE STORM WATER POLLUTION PREVENTION LS 2,450.0000 2,450.00 0.100 245.00 1.000 2,450 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 25,000.00 10.000 5,000 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 360.0000 9,720.00 5.000 1,800 015 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 016 TEMPORARY DRAINAGE INLET PROTECTION EA 185.0000 11,100.00 60.000 11,100 017 TEMPORARY FIBER ROLL LF 5.0000 2,600.00 560.000 2,800 018 TEMPORARY SILT FENCE LF 7.2500 3,770.00 520.000 3,770 019 STREET SWEEPING LS 30,625.0000 30,625.00 1.000 30,625 020 TEMPORARY CONCRETE WASHOUT LS 8,000.0000 8,000.00 1.000 8,000 021 TREATED WOOD WASTE LB 2.0000 1,060.00 0.000 0 022 REMOVE CONCRETE (SQYD) SQYD 47.0000 130,190.00 3,373.500 158,554 PROGRAM CAS145 PAGE 2 DATE 09/30/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B6204 TIME 04:36 PM ESTIMATE NO. 011 BID OPENING 10/28/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/22 R.E. NAME: BRIAN FINCK DATE OF THIS ESTIMATE 09/30/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HIGH-VISIBILITY FENCE LF 5.6000 2,968.00 530.000 2,968 024 ROADWAY EXCAVATION CY 117.0000 274,950.00 314.420 36,787.14 2,954.220 345,643 025 IMPORTED BORROW (CY) CY 200.0000 68,000.00 352.000 70,400 026 GEOSYNTHETIC REINFORCEMENT SQYD 9.0000 8,100.00 878.000 7,902 027 PRUNE EXISTING PLANTS LS 21,530.0000 21,530.00 1.000 21,530 028 WOOD MULCH CY 490.0000 1,176.00 2.400 1,176 029 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 2,000.00 1.000 2,000 030 HYDROMULCH SQFT 0.1500 744.00 4,960.000 744 031 COMPOST SOCK LF 14.0000 7,000.00 125.000 1,750.00 625.000 8,750 032 HYDROSEED SQFT 0.1700 843.20 4,960.000 843 033 CLASS 2 AGGREGATE BASE (CY) CY 185.0000 188,700.00 63.970 11,834.45 1,446.970 267,689 034 ASPHALTIC EMULSION (FOG SEAL COAT) (GAL) GAL 250.0000 2,000.00 8.000 2,000 035 HOT MIX ASPHALT (TYPE A) TON 266.0000 215,460.00 76.120 20,247.92 1,393.270 370,609 036 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 800.0000 6,400.00 8.000 6,400 037 PLACE HOT MIX ASPHALT SQYD 18.9000 108,864.00 2,898.340 54,778 (MISCELLANEOUS AREA) 038 TACK COAT TON 3,000.0000 4,200.00 2.744 8,232 039 REMOVE ASPHALT CONCRETE DIKE LF 12.0000 768.00 65.500 786.00 73.500 882 040 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.7500 29,160.00 2,178.600 14,705 041 COLD PLANE ASPHALT CONCRETE PAVEMENT SQFT 16.8500 20,051.50 1,170.000 19,714 (MICRO MILL) 042 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,375.0000 96,750.00 1.920 10,320.00 18.000 96,750 (F) 043 18" PLASTIC PIPE LF 248.7500 116,912.50 11.000 2,736.25 490.000 121,887 044 REMOVE CULVERT (LF) LF 42.0000 1,806.00 58.000 2,436 045 REMOVE INLET EA 1,500.0000 3,000.00 1.000 1,500 046 REMOVE HEADWALL EA 3,000.0000 6,000.00 2.000 6,000 047 ADJUST INLET EA 3,125.0000 34,375.00 7.000 21,875 048 MODIFY DRAINAGE FACILITY EA 4,900.0000 19,600.00 3.000 14,700 049 MODIFY INLET EA 5,625.0000 5,625.00 1.000 5,625 PROGRAM CAS145 PAGE 3 DATE 09/30/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B6204 TIME 04:36 PM ESTIMATE NO. 011 BID OPENING 10/28/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/22 R.E. NAME: BRIAN FINCK DATE OF THIS ESTIMATE 09/30/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MINOR CONCRETE (CURB) (CY) CY 4,000.0000 800.00 1.200 4,800.00 1.200 4,800 051 MINOR CONCRETE (CURB TYPE A1-6 MODIFIED) CY 1,305.0000 5,220.00 4.000 5,220 052 MINOR CONCRETE (CURB TYPE A2-6 MODIFIED) CY 1,305.0000 14,355.00 3.000 3,915.00 14.000 18,270 053 DETECTABLE WARNING SURFACE SQFT 30.0000 18,300.00 484.000 14,520 054 MINOR CONCRETE (CURB AND GUTTER) CY 1,485.0000 129,195.00 94.900 140,926.50 98.900 146,866 055 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 985.0000 581,150.00 -115.230 -113,501.55 740.270 729,165 AND DRIVEWAY) 056 MINOR CONCRETE (SIDEWALK) CY 985.0000 60,085.00 -59.500 -58,607.50 61.000 60,085 057 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,540.0000 385,000.00 77.080 118,703.20 291.580 449,033 CURB RAMP) 058 REMOVE CURB LF 18.7500 3,750.00 254.750 4,776.56 337.750 6,332 059 PRE/POST CONSTRUCTION SURVEYS EA 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200 060 MISCELLANEOUS IRON AND STEEL LB 4.0000 8,584.00 2,385.000 9,540 (F) 061 MANHOLE FRAME AND COVER EA 1,000.0000 3,000.00 2.000 2,000.00 3.000 3,000 062 ADJUST ACCESS BOX FRAME AND COVER EA 1,250.0000 17,500.00 2.000 2,500.00 18.000 22,500 (UTILITY) 063 ADJUST ACCESS BOX (UTILITY) EA 195.0000 10,920.00 61.000 11,895 064 ADJUST MANHOLE FRAME AND COVER EA 1,200.0000 4,800.00 4.000 4,800 (UTILITY) 065 PAINT CURB (2-COAT) SQFT 4.0000 2,320.00 675.000 2,700 066 PREPARE AND PAINT CONCRETE SQFT 4.3000 65,360.00 15,200.000 65,360 067 REMOVE MAILBOX EA 250.0000 250.00 1.000 250.00 1.000 250 068 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 50.0000 9,500.00 120.000 6,000.00 120.000 6,000 069 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 75.0000 12,000.00 0.000 0 070 4' CHAIN LINK GATE (TYPE CL-6, EA 1,000.0000 1,000.00 0.000 0 VINYL-CLAD) 071 MILEPOST MARKER EA 60.0000 180.00 3.000 180.00 3.000 180 072 OBJECT MARKER (TYPE L-1) EA 300.0000 300.00 1.000 300.00 1.000 300 073 REMOVE ROADSIDE SIGN EA 100.0000 2,100.00 21.000 2,100 074 RESET ROADSIDE SIGN EA 300.0000 900.00 3.000 900.00 3.000 900 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 4,620.00 220.000 4,620.00 220.000 4,620 (0.063"-UNFRAMED) 076 ROADSIDE SIGN - ONE POST EA 400.0000 7,200.00 18.000 7,200 PROGRAM CAS145 PAGE 4 DATE 09/30/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B6204 TIME 04:36 PM ESTIMATE NO. 011 BID OPENING 10/28/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/22 R.E. NAME: BRIAN FINCK DATE OF THIS ESTIMATE 09/30/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADSIDE SIGN - TWO POST EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 078 REMOVE RETAIL SIGN EA 2,000.0000 2,000.00 1.000 2,000 079 CONCRETE BARRIER (TYPE 60MS) LF 425.0000 35,700.00 131.000 55,675.00 131.000 55,675 080 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.6000 6,552.00 4,545.000 11,817 081 8" THERMOPLASTIC TRAFFIC STRIPE LF 40.0000 240.00 18.000 720 082 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 7.0000 12,180.00 21.000 147.00 1,305.000 9,135 MARKING (ENHANCED WET NIGHT VISIBILITY) 083 REMOVE TRAFFIC STRIPE LF 5.2500 1,417.50 202.500 1,063 (HIGH PRESSURE WATER BLASTING) 084 REMOVE TRAFFIC PAVEMENT MARKING SQFT 8.5000 9,265.00 817.500 6,948 (HIGH PRESSURE WATER BLASTING) 085 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,700.0000 4,700.00 1.000 4,700.00 1.000 4,700 SYSTEM ELEMENTS DURING CONSTRUCTION 086 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 135,000.0000 135,000.00 0.249 33,615.00 1.000 135,000 PROGRAM CAS145 PAGE 5 DATE 09/30/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B6204 TIME 04:36 PM ESTIMATE NO. 011 BID OPENING 10/28/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/22 R.E. NAME: BRIAN FINCK DATE OF THIS ESTIMATE 09/30/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 320,029.47 3,928,555.53 ADJUSTMENT OF COMPENSATION -22,300.00 -22,300.00 EXTRA WORK 300,004.32 327,830.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 597,733.79 4,234,086.30 087 MOBILIZATION LS 219,770.0000 219,770.00 1.000 219,770 ORIGINAL CONTRACT AMOUNT 3,689,288.00 TOTAL WORK COMPLETED 597,733.79 4,453,856.30 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -30,000.00 -30,000.00 TOTAL 567,733.79 4,423,856.30 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 12/09/20 250 05/10/21 02/02/21 07/18/22 124 241 0 0 100% 100% BRIAN FINCK RESIDENT ENGINEER