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 05/19/22 EST. NO. 009 TIME 02:09 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 --------------------------------------------------------------------------- 006 0001 1,873.19 E.W. @ F.A.(+) 061621 N 6-0010 0002 3,080.50 072321 N 6-0020 0003 3,907.83 082321 N 6-0030 0004 580.68 091421 N 6-0040 0005 3,365.74 091621 N 6-0060 0006 1,329.08 100521 N 6-0070 0008 158.97 110321 N 6-0090 0009 3,142.44 111721 N 6-0110 0010 9,184.25 111621 N 6-0100 26,622.68 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 26,622.68 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 05/19/22 EST. NO. 009 TIME 02:09 PM R.E. NAME: BRIAN FINCK 01-0B6204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 12/21 -9,000.00 008 RELEASE 12/21 DEDUCT 9,000.00 009 9,000.00 0.00 TOTAL DEDUCTIONS 9,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B6204 TIME 02:09 PM ESTIMATE NO. 009 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 05/20/22 R.E. NAME: BRIAN FINCK DATE OF THIS ESTIMATE 05/19/22 LOCATION PROGRESS ESTIMATE 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 0.040 2,100.00 0.617 32,392 003 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 0.750 3,675 006 TRAFFIC CONTROL SYSTEM LS 271,810.0000 271,810.00 0.750 203,857 007 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 16,254.3000 16,254.30 0.040 650.17 0.617 10,028 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,592.0000 16,592.00 0.750 12,444 009 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 0.040 593.40 0.617 9,153 012 PREPARE STORM WATER POLLUTION PREVENTION LS 2,450.0000 2,450.00 0.500 1,225 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 25,000.00 3.000 1,500.00 7.000 3,500 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 360.0000 9,720.00 1.000 360.00 5.000 1,800 015 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 016 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 0.040 1,225.00 0.617 18,895 020 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 72.500 3,407.50 3,373.500 158,554 PROGRAM CAS145 PAGE 2 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B6204 TIME 02:09 PM ESTIMATE NO. 009 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 05/20/22 R.E. NAME: BRIAN FINCK DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 47.980 5,613.66 2,609.980 305,367 025 IMPORTED BORROW (CY) CY 200.0000 68,000.00 326.000 65,200 026 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 7,000.00 500.000 7,000 032 HYDROSEED SQFT 0.1700 843.20 4,960.000 843 033 CLASS 2 AGGREGATE BASE (CY) CY 185.0000 188,700.00 143.000 26,455.00 1,287.000 238,095 034 ASPHALTIC EMULSION (FOG SEAL COAT) (GAL) GAL 250.0000 2,000.00 8.000 2,000.00 8.000 2,000 035 HOT MIX ASPHALT (TYPE A) TON 266.0000 215,460.00 1,257.480 334,489 036 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 800.0000 6,400.00 8.000 6,400.00 8.000 6,400 037 PLACE HOT MIX ASPHALT SQYD 18.9000 108,864.00 2,556.540 48,318 (MISCELLANEOUS AREA) 038 TACK COAT TON 3,000.0000 4,200.00 1.400 4,200.00 2.744 8,232 039 REMOVE ASPHALT CONCRETE DIKE LF 12.0000 768.00 8.000 96.00 8.000 96 040 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.7500 29,160.00 2,037.000 13,749 041 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 16.080 86,430 (F) 043 18" PLASTIC PIPE LF 248.7500 116,912.50 479.000 119,151 044 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 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B6204 TIME 02:09 PM ESTIMATE NO. 009 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 05/20/22 R.E. NAME: BRIAN FINCK DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 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 11.000 14,355 053 DETECTABLE WARNING SURFACE SQFT 30.0000 18,300.00 24.000 720.00 484.000 14,520 054 MINOR CONCRETE (CURB AND GUTTER) CY 1,485.0000 129,195.00 4.000 5,940.00 4.000 5,940 055 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 985.0000 581,150.00 47.500 46,787.50 855.500 842,667 AND DRIVEWAY) 056 MINOR CONCRETE (SIDEWALK) CY 985.0000 60,085.00 117.000 115,245 057 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,540.0000 385,000.00 14.500 22,330.00 214.500 330,330 CURB RAMP) 058 REMOVE CURB LF 18.7500 3,750.00 83.000 1,556.25 83.000 1,556 059 PRE/POST CONSTRUCTION SURVEYS EA 1,200.0000 1,200.00 0.000 0 060 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 1.000 1,000 062 ADJUST ACCESS BOX FRAME AND COVER EA 1,250.0000 17,500.00 15.000 18,750 (UTILITY) 063 ADJUST ACCESS BOX (UTILITY) EA 195.0000 10,920.00 1.000 195.00 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 0.000 0 068 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 50.0000 9,500.00 0.000 0 069 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 0.000 0 072 OBJECT MARKER (TYPE L-1) EA 300.0000 300.00 0.000 0 073 REMOVE ROADSIDE SIGN EA 100.0000 2,100.00 21.000 2,100.00 21.000 2,100 074 RESET ROADSIDE SIGN EA 300.0000 900.00 0.000 0 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 4,620.00 0.000 0 (0.063"-UNFRAMED) 076 ROADSIDE SIGN - ONE POST EA 400.0000 7,200.00 18.000 7,200.00 18.000 7,200 PROGRAM CAS145 PAGE 4 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B6204 TIME 02:09 PM ESTIMATE NO. 009 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 05/20/22 R.E. NAME: BRIAN FINCK DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 078 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 0.000 0 080 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 1,284.000 8,988 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 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 086 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 135,000.0000 135,000.00 0.751 101,385 PROGRAM CAS145 PAGE 5 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B6204 TIME 02:09 PM ESTIMATE NO. 009 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 05/20/22 R.E. NAME: BRIAN FINCK DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 141,429.48 3,453,765.51 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 26,622.68 26,622.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 168,052.16 3,480,388.19 087 MOBILIZATION LS 219,770.0000 219,770.00 1.000 219,770 ORIGINAL CONTRACT AMOUNT 3,689,288.00 TOTAL WORK COMPLETED 168,052.16 3,700,158.19 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 9,000.00 0.00 TOTAL 177,052.16 3,700,158.19 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 12/09/20 250 05/10/21 02/02/21 08/18/22 113 213 0 0 88% 45% PROGRESS IS SATISFACTORY BRIAN FINCK RESIDENT ENGINEER