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 12/28/23 EST. NO. 002 TIME 12:58 PM R.E. NAME: 2707 NOTRE DAME BLVD. 01-0L9034 --------------------------------------------------------------------------- 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 12/28/23 EST. NO. 002 TIME 12:58 PM R.E. NAME: 2707 NOTRE DAME BLVD. 01-0L9034 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 11/23 LTR DEDUCT -9,000.00 001 PER 12/23 LTR DEDUCT -5,000.00 002 -5,000.00 -14,000.00 TOTAL DEDUCTIONS -5,000.00 -14,000.00 PROGRAM CAS145 PAGE 1 DATE 12/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L9034 TIME 12:58 PM ESTIMATE NO. 002 BID OPENING 08/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: 2707 NOTRE DAME BLVD. DATE OF THIS ESTIMATE 12/28/23 LOCATION RERUN PROGRESS ESTIMATE 01-MEN-20-34.1/44.1 ----------------------- TEICHERT ENERGY & UTILITIES MENDOCINO COUNTY FROM 0.8 MILE EAST OF GROUP, INC. NORTH CALPELLA OVERCROSSING TO THE LAKE 3500 AMERICAN RIVER DRIVE COUNTY LINE SACRAMENTO CA 95864 FED. AID NO. N O N E MIDDLE-MILE BROADBAND NETWORK ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PRELIMINARY LOCATION EXISTING SUBSURFACE EA 140.1600 13,595.52 88.000 12,334.08 185.000 25,929 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 645.0000 43,860.00 62.000 39,990.00 130.000 83,850 INFRASTRUCTURE 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 218.0000 3,052.00 3.000 654.00 10.000 2,180 INFRASTRUCTURE OR DEPTH 5' TO 10' ADD 3 004 POSITIVE LOCATION EXISTING SUBSURFACE A 262.0000 2,620.00 0.000 03 INFRASTRUCTURE OR DEPTH 10' TO 15' 3 ADD 3 005 POS IVE LOCATION EXISTING SUBSURFACE EA 302.1000 1,510.50 0.000 03 INF STRUCTURE R DEPTH 15' TO 20' 3 ADD 3 006 LEA COMPLIANCE PLAN (EA) EA 3,589.9200 3,589.92 1.000 3,5893 007 SUBSISTENCE (CABLE SPLICER) DAY 157.5000 1,575.00 0.000 008 SUBSISTENCE (COMMUNICATION & SYSTEM DAY 210.0000 13,650.00 0.000 INSTALLER) 009 SUBSISTENCE (OPERATING ENGINEER) DAY 80.0000 24,000.00 21.000 1,680.00 31.000 2,48 010 SUBSISTENCE (TEAMSTER) DAY 20.0000 1,300.00 0.000 011 SUBSISTENCE (LABORER) DAY 70.0000 27,720.00 111.000 7,770.00 160.000 11,20 012 TRAVEL TIME (LABORER) HR 70.7000 68,296.20 178.000 12,584.60 246.000 17,39 013 SUBSISTENCE (TRAFFIC CONTROL/LANE DAY 40.0000 20,280.00 45.000 1,800.00 95.000 3,80 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 014 TRAVEL TIME (TRAFFIC CONTROL/LANE HR 70.7100 45,820.08 66.000 4,666.86 112.000 7,91 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 015 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 2,580.0000 2,580.00 1.000 2,58 (BASELINE) 016 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,185.0000 4,740.00 1.000 1,185.00 2.000 2,37 (MONTHLY UPDATED SCHEDULE) 017 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 20,000.6400 1,740,055.68 12.000 240,007.68 31.000 620,01 VALUE FROM $5M TO $10M (<=100 WDAYS) 018 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 245.0400 980.16 1.000 245.04 1.000 24 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) 019 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 489.9200 1,959.68 1.000 489.92 1.000 48 AXLE TRUCK) OR HAUL DISTANCE 101-150 3 MILES ADD 31PROGRAM CAS14 PAGE 23 DATE 12/28/23 TATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L90343 TIME 12:58 PM STIMATE NO. 0023 BID OPENING 08/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED HROUGH 12/20/233 R.E. NAME: 2707 NOTRE DAME BLVD. DATE OF THIS E IMATE 12/28/233 ------------------------------------------------------------------------------------------------------------------- ---------------3 ITEM CONTRACT ORIGINAL THIS ESTIMATE OTAL ESTIMATE 3 NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUA ITY $ AMOU3 -------------------------------------------------------------------------------------------------------------------- --------------3 020 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 595.0000 2,975.00 3.500 2,082.50 500 2,0823 TRACTOR AND TRAILER) 021 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 949.7600 4,748.80 2.500 2,374.40 2.500 2,37 TRACTOR AND TRAILER) OR HAUL DISTANCE 3 101-150 MILES ADD 3 022 DISPUTE RESOLUTIO ADVISOR ON-SITE EA 2,000.0000 8,000.00 0.000 03 MEETING 023 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 024 CONSTRUCTION AREA SIGNS (PORTABLE) EA 140.0000 840.00 6.000 84 025 TRAFFIC CONTROL SYSTEM (MULTILANE EA 2,795.0400 67,080.96 5.000 13,975.20 13.000 36,33 CONVENTIONAL HIGHWAY LANE CLOSURE) 026 TRAFFIC CONTROL SYSTEM (TWO LANE EA 3,445.2000 199,821.60 5.000 17,226.00 11.000 37,89 CONVENTIONAL HIGHWAY REVERSIBLE CONTROL) 027 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,445.1200 17,225.60 14.000 48,231.68 19.000 65,45 CLOSURE) 028 ADDITIONAL OR ADVANCE FLAGGER (DAY) DAY 1,335.0400 154,864.64 11.000 14,685.44 19.000 25,36 029 ADDITIONAL OR ADVANCE FLAGGER (HOUR) HR 153.0000 153.00 4.000 612.00 4.000 61 030 PORTABLE CHANGEABLE MESSAGE SIGN DAY 118.0200 19,355.28 23.000 2,714.46 40.000 4,72 031 PORTABLE RADAR SPEED FEEDBACK SIGN EA 90.0100 14,761.64 13.000 1,170.13 29.000 2,61 SYSTEM (EA) 032 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 225.0200 26,102.32 10.000 2,250.20 22.000 4,95 (DAY) 033 JOB SITE MANAGEMENT (DAY) DAY 35.0300 3,047.61 12.000 420.36 31.000 1,08 034 LINEAR CONSTRUCTION ACTIVITY EA 3,000.0000 3,000.00 1.000 3,00 NOTIFICATION 035 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 036 TEMPORARY CHECK DAM LF 4.6000 3,680.00 20.000 9 037 TEMPORARY DRAINAGE INLET PROTECTION EA 154.9400 5,732.78 2.000 30 038 TEMPORARY FIBER ROLL LF 3.7500 18,750.00 1,050.000 3,937.50 1,850.000 6,93 039 STREET SWEEPING (DAY) DAY 2,289.9400 103,047.30 1.000 2,289.94 1.000 2,28 040 TEMPORARY CONSTRUCTION ENTRANCE EA 4,104.3200 12,312.96 1.000 4,10 041 TEMPORARY CONCRETE WASHOUT (EA) EA 2,654.5400 2,654.54 1.000 2,654.54 1.000 2,65 042 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 784.9900 23,549.70 0.000 043 CONTRACTOR-SUPPLIED ARCHEOLGIST (DAY) DAY 1,350.0000 117,450.00 6.000 8,100.00 6.000 8,10 044 CLEARING AND GRUBBING (BRUSH) ACRE 4,825.0400 2,412.52 0.050 241.25 0.050 24 045 CLEARING AND GRUBBING (LOADING, HAULING CY 35.4300 35.43 0.000 AND DISPOSAL)(CY) 1PROGRAM CAS145 PAGE DATE 12/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L903 TIME 12:58 PM ESTIMATE NO. 00 BID OPENING 08/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/2 R.E. NAME: 2707 NOTRE DAME BLVD. DATE OF THIS ESTIMATE 12/28/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 046 STRUCTURE EXCAVATION (TYPE 1 CONDUIT) CY 97.9800 5,878.80 0.000 047 STRUCTURE BACKFILL (TYPE 1 CONDUIT) CY 70.9800 4,258.80 0.000 048 SURPLUS EXCAVATED MATERIALS (CY) CY 42.2600 45,429.50 0.000 049 WOOD MULCH (101-500 CY) CY 71.0100 34,794.90 0.000 050 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 340.0000 340.00 0.000 051 HYDROMULCH SQFT 0.0700 2,359.00 0.000 052 HYDROSEED SQFT 0.2100 7,077.00 0.000 053 HOT MIX ASPHALT (TYPE A) 01-2,000 TON TON 169.9600 105,375.20 0.000 03 054 HOT MIX ASPHALT (TYPE A) OR NIGHT TIME TON 17.2000 8,600.00 0.000 03 WORK 7:30 PM TO 6:00 AM D 055 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 19.0100 950.50 0.000 056 TACK COAT TON 825.0000 2,062.50 0.000 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.3500 23,647.00 0.000 (DEPTH 0.15') 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.1500 8,476.00 0.000 (DEPTH 0.25') 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.8500 26,481.00 0.000 FOR L S THAN 15,000 SQYD ADD 3 060 COLD PLANE ASPHALT CONCRETE PA MENT SQYD 0.6000 2,592.00 0.000 03 OR NIGHT TIME WORK 7:30 PM TO 6:00 AM 3 D 061 STEEL COVER PLATE LF 160.0500 24,327.60 0.000 062 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF 3.5000 187,810.00 0.000 063 INSTALL CONDUIT TRENCH METHOD (3-2" LF 14.1000 180,621.00 1,815.000 25,591.50 1,815.000 25,59 HDPE) IL 064 INSTALL CONDUIT TRENCH METHOD (3-2" LF 15.3000 131,427.00 787.000 12,041.10 787.000 12,04 HDPE) IL - COBBLES 3 065 INSTALL CONDUIT TREN METHOD (3-2" LF 28.4900 52,706.50 212.000 6,039.88 212.000 6,0393 HDPE) OCK 1 066 INSTALL CONDUIT TRENCH METHOD (3-2" LF 39.6800 30,950.40 43.000 1,706.24 43.000 1,70 HDPE) OCK 2 067 INSTALL CONDUIT TRENCH METHOD (3-2" LF 1.0000 24,030.00 0.000 HDPE) R LESS THAN 25,000 FEET ADD 3 068 INSTALL CONDUIT TRENCH METHOD (3-2" F 0.7000 2,009.00 0.000 03 HDPE) OR NIGHT TIME WORK 7:30 PM TO 3 6:00 ADD 069 INSTALL CONDUIT TRENCH IN PAVEMENT LF 22.2000 115,218.00 0.000 METHOD (3-2" HDPE) OIL 070 INSTALL CONDUIT TRENCH IN PAVEMENT LF 22.3000 60,433.00 0.000 METHOD (3-2" HDPE) OIL - COBBLES 3 071 INSTALL CONDUIT TRENCH IN PAVEMEN LF 29.5500 117,609.00 0.000 03 METHOD (3-2" HDPE) OCK 1 1PROGRAM CAS145 PAGE DATE 12/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L903 TIME 12:58 PM ESTIMATE NO. 00 BID OPENING 08/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/2 R.E. NAME: 2707 NOTRE DAME BLVD. DATE OF THIS ESTIMATE 12/28/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 072 INSTALL CONDUIT TRENCH IN PAVEMENT LF 34.3100 354,079.20 0.000 METHOD (3-2" HDPE) OCK 2 073 INSTALL CONDUIT TRENCH IN PAVEMENT LF 1.0000 22,200.00 0.000 METHOD (3-2" HDPE) OR LESS THAN 25,000 3 FEET ADD 3 074 INSTALL NDUIT TRENCH IN PAVEMENT LF 1.5000 25,665.00 0.000 03 METHOD ( 2" HDPE) FO NIGHT TIME WORK 3 7:30 PM TO 6:00 AM AD 075 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 52.1600 134,572.80 0.000 DRILLING METHOD (3-2" HDPE) OIL 076 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 58.0800 29,620.80 0.000 DRILLING METHOD (3-2" HDPE) OIL - 3 COBBLES 3 077 INSTALL ONDUIT HORIZONTAL DIRECTIONAL LF 99.9900 34,996.50 0.000 03 DRILLIN METHOD (3-2" HDPE) OCK 1 078 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 3.7500 12,900.00 0.000 DRILLING METHOD (3-2" HDPE) OR LESS 3 THAN 25,000 FEET ADD 3 079 INSTALL CONDUIT HORI NTAL DIRECTIONAL LF 1.8500 277.50 0.000 03 DRILLING METHOD (3-2 HDPE) FOR N HT 3 TIME WORK 7:30 PM TO 6:00 AM ADD 3 080 INSTALL CONDUIT HORIZONTAL DIREC ONAL LF 23.6900 23,926.90 0.000 03 DRILLING METHOD (3-2" HPDE IN 6" CASING) OIL 081 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 4.0000 4,040.00 0.000 DRILLING METHOD (3-2" HPDE IN 6" CASING) OR LESS THAN 25,000 FEET ADD 3 082 INSTALL CONDUIT HORIZONTAL DIRECTIONA LF 1.8000 270.00 0.000 03 DRILLING METHOD (3-2" HPDE IN 6" CASING) OR NIGHT TIME WORK ADD 3 083 FURNISH 6" CASING 1000 FEET F 21.6000 21,816.00 0.000 03 084 INSTALL CONDUIT AROUND OBSTRUCTION LF 14.0000 61,180.00 0.000 SHALL UNDERGROUND OBSTRUCTION ADD 3 085 INSTALL CONDUIT AROUND OBSTRUCTION EEP LF 0.9500 0.95 0.000 03 UNDERGROUND OBSTRUCTION ADD 3 086 INSTALL CONDUIT AROUND OBST CTION LF 2.8000 2.80 0.000 03 ELOW DRAINAGE CHANNELS, DITCHES OR 3 LVERT ADD 087 INSTALL CONDUIT AROUND OBSTRUCTION LF 1.0500 1.05 0.000 SURFA OBSTRUCTION ADD 3 088 CONDUIT ON STRUCTURE (3- TYPE LF 132.4600 402,678.40 0.000 03 1) VERHANG 089 CONDUIT ON STRUCTURE (3-2" TYPE 1) OR LF 8.1000 14,823.00 0.000 03 NIGHT TIME WORK 7:30 PM TO 6:00 AM DD 090 INSTALL VAULT (TYPE 1) EA 1,024.8000 27,669.60 0.000 091 INSTALL VAULT (TYPE 2) EA 1,065.6000 6,393.60 0.000 092 INSTALL VAULT (TYPE 3) EA 1,614.4800 8,072.40 0.000 093 INSTALL VAULT OR NIGHT TIME WORK 7:30 EA 24.4500 342.30 0.000 03 PM TO 6:00 AM D 1PROGRAM CAS145 PAGE DATE 12/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L903 TIME 12:58 PM ESTIMATE NO. 00 BID OPENING 08/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/2 R.E. NAME: 2707 NOTRE DAME BLVD. DATE OF THIS ESTIMATE 12/28/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 094 INSTALL CONDUIT TRENCH IN PAVEMENT LF 12.0000 62,280.00 0.000 METHOD (3-2" HDPE) OIL OR 20-INCHES 3 ADDITIONAL MINIMUM DEPTH DD 095 INSTALL CONDUIT TRENCH IN PAVEMENT LF 12.7500 34,552.50 0.000 METHOD (3-2" HDPE) OIL - COBBLES FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD 3 096 INSTALL CONDUIT TRENCH IN PAVEMENT F 15.5000 61,690.00 0.000 03 METHOD (3-2" HDPE) OCK 1 OR 20-INCHES 3 ADDITIONAL MINIMUM DEPTH A 097 INSTALL CONDUIT TRENCH IN PAVEMENT LF 18.5000 190,920.00 0.000 METHOD (3-2" HDPE) OCK 2 OR 20-INCHES 3 ADDITIONAL MINIMUM DEPTH A 098 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 2.1500 123,539.00 0.000 (TYPE 1) 099 INSTALL FIBER OPTIC CABLE OR NIGHT LF 0.1500 3,481.50 0.000 03 TIME WORK 7:30 PM TO 6:00 ADD 100 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 739.8000 4,438.80 0.000 101 INSTALL SPLICE ENCLOSURE OR NIGHT TIME EA 246.9900 740.97 0.000 03 WORK 7:30 PM TO 6:00 AM A 102 SPLICE FIBER OPTIC CABLE 288 STRANDS EA 3,090.0000 9,270.00 0.000 (TYPE 1) 103 SPLICE FIBER OPTIC CABLE OR NIGHT TIME EA 620.0300 1,240.06 0.000 03 WORK 7:30 PM TO 6:00 AM A 104 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 28.0600 925.98 0.000 105 INSTALL FLEXIBLE POST DELINEATOR EA 56.1400 3,761.38 0.000 NON-REFLECTIVE CLASS 1 106 METALLIC DISK MARKER EA 56.1600 3,650.40 0.000 1PROGRAM CAS145 PAGE DATE 12/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L903 TIME 12:58 PM ESTIMATE NO. 00 BID OPENING 08/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/2 R.E. NAME: 2707 NOTRE DAME BLVD. DATE OF THIS ESTIMATE 12/28/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 491,751.50 1,041,486.3 0 ADJUSTMENT OF COMPENSATION 0.00 0.0 0 EXTRA WORK 0.00 0.0 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 491,751.50 1,041,486.3 0107 MOBILIZATION LS 635,907.1400 635,907.14 0.250 158,976.79 0.750 476,93 0 ORIGINAL CONTRACT AMOUNT 6,364,176.65 0 TOTAL WORK COMPLETED 650,728.29 1,518,416.6 0 MATERIALS ON HAND ON SITE 0.0 0 DEDUCTIONS -5,000.00 -14,000.0 0 TOTAL 645,728.29 1,504,416.6 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE 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 0 09/07/23 87 10/30/23 10/10/23 03/18/24 12 8 0 0 23% 14% PROGRESS IS SATISFACTORY 2707 NOTRE DAME BLVD. RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 12/28/23 TIME 12:58 PM P R O J E C T S T A T U S RESIDENT ENGINEER: 2707 NOTRE DAME BLVD. 01-0L9034 01-MEN-20-34.1/44.1 MENDOCINO COUNTY FROM 0.8 MILE EAST OF NORTH CALPELLA OVERCROSSING TO THE LAKE COUNTY LINE 0 ORIGINAL REVISED CONTRACTOR'S BID AMOUNT 6,364,176.65 6,364,176.65 SUPPL. WORK & CONTINGENCIES 25,700.00 325,353.00 CONSTRUCTION ALLOTMENT 6,364,176.65 6,689,529.65 STATE FURNISHED MAT'L. & EXPENSE 220,000.00 220,000.00 TOTAL ALLOTMENT 6,609,876.65 6,909,529.65 0 --------------------------------------------------------------------------- ALLOTMENT CHANGES SFM&E ALLOTMENT TOTAL ALLOTMENT 0 PREVIOUS 0.00 0.00 THIS MONTH 0.00 299,653.00 TO DATE 0.00 299,653.00 --------------------------------------------------------------------------- 0 CONTRACTOR'S BID AMOUNT 6,364,176.65 0 APPROVED CONTRACT CHANGE ORDERS 149,520.00 EXTRA WORK 149,520.00 ADJ. OF COMP 0.00 ITEM CHANGES 0.00 0 ITEM BALANCES 101,014.76 FINAL AND QUANTITY 0.00 SYSTEM GENERATED 101,014.76 0 CCO BALANCES 0.00 FINAL 0.00 SYSTEM GENERATED 0.00 0 AUTHORIZED FINAL COST 6,614,711.41 0 AUTHORIZED CONTINGENCY BALANCE 74,818.24 0 ANTICIPATED CHANGES 0.00 CONTRACT ITEMS 0.00 C.C.O. 0.00 UNDISTRIBUTED 0.00 0 ESTIMATED FINAL COST 6,614,711.41 0 ESTIMATED FINAL CONTINGENCY BALANCE 74,818.24 0 WORK COMPLETED THIS ESTIMA 650,728.29 CONTRACT APPROVED 09/07/23 WORK STARTED 10/30/23 TOTAL WORK COMPLETED TO DA 1,518,416.67 EST. COMPLETION DATE 03/18/24 0 PERCENT TIME ELAPSED 14% 0 PERCENT COMPLETED 23% 0 THEORETICAL PERCENT (HC-247) 14% 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 12/22/23 EST. NO. 023 TIME 03:58 PM R.E. NAME: ZIMMERER, JEFFREY 01-0L9104 --------------------------------------------------------------------------- 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 0545 2,466.54 E.W. @ F.A.(+) 102723 N 0874.0 2,466.54 TOTAL THIS ESTIMATE 14,500,403.59 TOTAL PREVIOUS ESTIMATE 14,502,870.13 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 12/22/23 EST. NO. 023 TIME 03:58 PM R.E. NAME: ZIMMERER, JEFFREY 01-0L9104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 8/22 LTR DEDUCT -10,000.00 006 PER LTR 9/22 DEDUCT -10,000.00 008 PER LTR 10/22 DEDUCT -10,000.00 010 RELEASE 8/22 DEDUCT 10,000.00 010 RELEASE 9/22 DEDUCT 10,000.00 010 DEDUCT LTTR 11/2022 -10,000.00 012 RTRN LTTR 11/2022 10,000.00 013 RTRN LTTR 10/2022 10,000.00 013 PER 1/23 LTR DEDUCT -10,000.00 015 RELEASE 12/22 DEDUCT 10,000.00 015 PER 1/23 LTR DEDUCT -10,000.00 017 RELEASE 1/23 DEDUCT 10,000.00 018 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L9104 TIME 03:58 PM ESTIMATE NO. 023 BID OPENING 12/27/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 12/22/23 LOCATION PROGRESS ESTIMATE 01-HUM ----------------- R. BROWN CONSTRUCTION COMPANY, IN HUMBOLDT COUNTY NEAR BLUE LAKE PO BOX 406 FROM BEGINNING TRUCK LANE LEFT WILLOW CREEK, CA 95573 TO END OF COUNTY DIR'S EMERGENCY F.A. FED. AID NO. N O N E REPAIR SNOW STORM DAMAGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 REPAIR SNOW STORM DAMAGE (BOND PREMIUM) LS 30,131.0000 30,131.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L9104 TIME 03:58 PM ESTIMATE NO. 023 BID OPENING 12/27/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 0.00 0.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,466.54 14,502,870.13 SUBTOTAL AMOUNT EARNED 2,466.54 14,502,870.13 ORIGINAL CONTRACT AMOUNT 30,131.00 TOTAL WORK COMPLETED 2,466.54 14,502,870.13 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,466.54 14,502,870.13 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 03/29/22 120 12/27/21 12/27/21 12/26/23 119 376 0 0 99% 99% PROGRESS IS SATISFACTORY ZIMMERER, JEFFREY RESIDENT ENGINEER