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 11/27/23 EST. NO. 001 TIME 03:07 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 11/27/23 EST. NO. 001 TIME 03:07 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 -9,000.00 -9,000.00 TOTAL DEDUCTIONS -9,000.00 -9,000.00 PROGRAM CAS145 PAGE 1 DATE 11/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L9034 TIME 03:07 PM ESTIMATE NO. 001 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 11/20/23 R.E. NAME: 2707 NOTRE DAME BLVD. DATE OF THIS ESTIMATE 11/27/23 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 97.000 13,595.52 97.000 13,595 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 645.0000 43,860.00 68.000 43,860.00 68.000 43,860 INFRASTRUCTURE 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 218.0000 3,052.00 7.000 1,526.00 7.000 1,526 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 3,589.92 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 10.000 800.00 10.000 80 010 SUBSISTENCE (TEAMSTER) DAY 20.0000 1,300.00 0.000 011 SUBSISTENCE (LABORER) DAY 70.0000 27,720.00 49.000 3,430.00 49.000 3,43 012 TRAVEL TIME (LABORER) HR 70.7000 68,296.20 68.000 4,807.60 68.000 4,80 013 SUBSISTENCE (TRAFFIC CONTROL/LANE DAY 40.0000 20,280.00 50.000 2,000.00 50.000 2,00 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 014 TRAVEL TIME (TRAFFIC CONTROL/LANE HR 70.7100 45,820.08 46.000 3,252.66 46.000 3,25 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 2,580.00 1.000 2,58 (BASELINE) 016 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,185.0000 4,740.00 1.000 1,185.00 1.000 1,18 (MONTHLY UPDATED SCHEDULE) 017 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 20,000.6400 1,740,055.68 19.000 380,012.16 19.000 380,01 VALUE FROM $5M TO $10M (<=100 WDAYS) 018 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 245.0400 980.16 0.000 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) 019 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 489.9200 1,959.68 0.000 AXLE TRUCK) OR HAUL DISTANCE 101-150 3 MILES ADD 31PROGRAM CAS14 PAGE 23 DATE 11/27/23 TATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L90343 TIME 03:07 PM STIMATE NO. 0013 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 11/20/233 R.E. NAME: 2707 NOTRE DAME BLVD. DATE OF THIS E IMATE 11/27/233 ------------------------------------------------------------------------------------------------------------------- ---------------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 2,975.00 000 03 TRACTOR AND TRAILER) 021 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 949.7600 4,748.80 0.000 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 6.000 840.00 6.000 84 025 TRAFFIC CONTROL SYSTEM (MULTILANE EA 2,795.0400 67,080.96 8.000 22,360.32 8.000 22,36 CONVENTIONAL HIGHWAY LANE CLOSURE) 026 TRAFFIC CONTROL SYSTEM (TWO LANE EA 3,445.2000 199,821.60 6.000 20,671.20 6.000 20,67 CONVENTIONAL HIGHWAY REVERSIBLE CONTROL) 027 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,445.1200 17,225.60 5.000 17,225.60 5.000 17,22 CLOSURE) 028 ADDITIONAL OR ADVANCE FLAGGER (DAY) DAY 1,335.0400 154,864.64 8.000 10,680.32 8.000 10,68 029 ADDITIONAL OR ADVANCE FLAGGER (HOUR) HR 153.0000 153.00 0.000 030 PORTABLE CHANGEABLE MESSAGE SIGN DAY 118.0200 19,355.28 17.000 2,006.34 17.000 2,00 031 PORTABLE RADAR SPEED FEEDBACK SIGN EA 90.0100 14,761.64 16.000 1,440.16 16.000 1,44 SYSTEM (EA) 032 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 225.0200 26,102.32 12.000 2,700.24 12.000 2,70 (DAY) 033 JOB SITE MANAGEMENT (DAY) DAY 35.0300 3,047.61 19.000 665.57 19.000 66 034 LINEAR CONSTRUCTION ACTIVITY EA 3,000.0000 3,000.00 1.000 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 92.00 20.000 9 037 TEMPORARY DRAINAGE INLET PROTECTION EA 154.9400 5,732.78 2.000 309.88 2.000 30 038 TEMPORARY FIBER ROLL LF 3.7500 18,750.00 800.000 3,000.00 800.000 3,00 039 STREET SWEEPING (DAY) DAY 2,289.9400 103,047.30 0.000 040 TEMPORARY CONSTRUCTION ENTRANCE EA 4,104.3200 12,312.96 1.000 4,104.32 1.000 4,10 041 TEMPORARY CONCRETE WASHOUT (EA) EA 2,654.5400 2,654.54 0.000 042 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 784.9900 23,549.70 0.000 043 CONTRACTOR-SUPPLIED ARCHEOLGIST (DAY) DAY 1,350.0000 117,450.00 0.000 044 CLEARING AND GRUBBING (BRUSH) ACRE 4,825.0400 2,412.52 0.000 045 CLEARING AND GRUBBING (LOADING, HAULING CY 35.4300 35.43 0.000 AND DISPOSAL)(CY) 1PROGRAM CAS145 PAGE DATE 11/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L903 TIME 03:07 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 11/20/2 R.E. NAME: 2707 NOTRE DAME BLVD. DATE OF THIS ESTIMATE 11/27/2 ----------------------------------------------------------------------------------------------------------------------------------- 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 0.000 HDPE) IL 064 INSTALL CONDUIT TRENCH METHOD (3-2" LF 15.3000 131,427.00 0.000 HDPE) IL - COBBLES 3 065 INSTALL CONDUIT TREN METHOD (3-2" LF 28.4900 52,706.50 0.000 03 HDPE) OCK 1 066 INSTALL CONDUIT TRENCH METHOD (3-2" LF 39.6800 30,950.40 0.000 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 11/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L903 TIME 03:07 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 11/20/2 R.E. NAME: 2707 NOTRE DAME BLVD. DATE OF THIS ESTIMATE 11/27/2 ----------------------------------------------------------------------------------------------------------------------------------- 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 11/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L903 TIME 03:07 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 11/20/2 R.E. NAME: 2707 NOTRE DAME BLVD. DATE OF THIS ESTIMATE 11/27/2 ----------------------------------------------------------------------------------------------------------------------------------- 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 11/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0L903 TIME 03:07 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 11/20/2 R.E. NAME: 2707 NOTRE DAME BLVD. DATE OF THIS ESTIMATE 11/27/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 549,734.81 549,734.8 0 ADJUSTMENT OF COMPENSATION 0.00 0.0 0 EXTRA WORK 0.00 0.0 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 549,734.81 549,734.8 0107 MOBILIZATION LS 635,907.1400 635,907.14 0.500 317,953.57 0.500 317,95 0 ORIGINAL CONTRACT AMOUNT 6,364,176.65 0 TOTAL WORK COMPLETED 867,688.38 867,688.3 0 MATERIALS ON HAND ON SITE 0.0 0 DEDUCTIONS -9,000.00 -9,000.0 0 TOTAL 858,688.38 858,688.3 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 02/26/24 19 10 0 0 14% 22% PROGRESS IS SATISFACTORY 2707 NOTRE DAME BLVD. RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 11/27/23 TIME 03:07 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 25,700.00 CONSTRUCTION ALLOTMENT 6,364,176.65 6,389,876.65 STATE FURNISHED MAT'L. & EXPENSE 220,000.00 220,000.00 TOTAL ALLOTMENT 6,609,876.65 6,609,876.65 0 --------------------------------------------------------------------------- ALLOTMENT CHANGES SFM&E ALLOTMENT TOTAL ALLOTMENT 0 PREVIOUS 0.00 0.00 THIS MONTH 0.00 0.00 TO DATE 0.00 0.00 --------------------------------------------------------------------------- 0 CONTRACTOR'S BID AMOUNT 6,364,176.65 0 APPROVED CONTRACT CHANGE ORDERS 0.00 EXTRA WORK 0.00 ADJ. OF COMP 0.00 ITEM CHANGES 0.00 0 ITEM BALANCES 0.00 FINAL AND QUANTITY 0.00 SYSTEM GENERATED 0.00 0 CCO BALANCES 0.00 FINAL 0.00 SYSTEM GENERATED 0.00 0 AUTHORIZED FINAL COST 6,364,176.65 0 AUTHORIZED CONTINGENCY BALANCE 25,700.00 0 ANTICIPATED CHANGES 0.00 CONTRACT ITEMS 0.00 C.C.O. 0.00 UNDISTRIBUTED 0.00 0 ESTIMATED FINAL COST 6,364,176.65 0 ESTIMATED FINAL CONTINGENCY BALANCE 25,700.00 0 WORK COMPLETED THIS ESTIMA 867,688.38 CONTRACT APPROVED 09/07/23 WORK STARTED 10/30/23 TOTAL WORK COMPLETED TO DA 867,688.38 EST. COMPLETION DATE 02/26/24 0 PERCENT TIME ELAPSED 22% 0 PERCENT COMPLETED 14% 0 THEORETICAL PERCENT (HC-247) 22% 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 11/22/23 EST. NO. 004 TIME 01:22 PM R.E. NAME: MOSALLAI, MOJTABA 01-0M0304 --------------------------------------------------------------------------- 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 11/22/23 EST. NO. 004 TIME 01:22 PM R.E. NAME: MOSALLAI, MOJTABA 01-0M0304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 10/23 -9,000.00 003 PER 11/23 LTR DEDUCT -10,000.00 004 -10,000.00 -19,000.00 TOTAL DEDUCTIONS -10,000.00 -19,000.00 PROGRAM CAS145 PAGE 1 DATE 11/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0M0304 TIME 01:22 PM ESTIMATE NO. 004 BID OPENING 03/16/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 11/22/23 LOCATION PROGRESS ESTIMATE 01-MEN-20-2.0/17.3 ----------------- VSS INTERNATIONAL, INC. MENDOCINO COUNTY NEAR WHISKEY SPRINGS FROM 3785 CHANNEL DRIVE PORTERFIELD LANE TO CHAMBERLAIN CREEK WEST SACRAMENTO CA 95691 BRIDGE FED. AID NO. N O N E MICRO-SURFACING, REPLACE AC SURFACING AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,620.0000 2,620.00 1.000 2,620 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,500.0000 112,500.00 2.000 5,000.00 42.000 105,000 003 CONSTRUCTION AREA SIGNS LS 10,400.0000 10,400.00 0.010 104.00 0.900 9,360 004 TRAFFIC CONTROL SYSTEM LS 419,261.1000 419,261.10 0.040 16,770.44 0.930 389,912 005 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.9400 4,930.20 822.000 4,882 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 6,212.0000 6,212.00 0.040 248.48 0.930 5,777 SYSTEMS (LS) 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,724.0000 7,724.00 0.040 308.96 0.930 7,183 008 JOB SITE MANAGEMENT LS 16,050.0000 16,050.00 0.040 642.00 0.930 14,926 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,080.0000 2,080.00 0.750 1,560 010 TREATED WOOD WASTE LB 7.1200 6,479.20 910.000 6,479 011 SHOULDER BACKING TON 243.0000 51,030.00 240.930 58,545 012 ASPHALTIC EMULSION (FOG SEAL COAT) TON 4,320.0000 4,752.00 1.050 4,536 013 CRACK TREATMENT LNMI 4,968.0000 154,008.00 30.600 152,020 014 MICRO-SURFACING TON 142.0000 560,900.00 3,950.000 560,900 015 REPLACE ASPHALT CONCRETE SURFACING CY 972.0000 340,200.00 340.280 330,752 016 REMOVE PAVEMENT MARKER EA 1.0800 7,473.60 6,912.000 7,464 017 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.8600 33,631.20 0.000 0 018 REMOVE ROADSIDE SIGN EA 162.0000 810.00 5.000 810 019 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 37.8000 907.20 24.000 907 (0.063"-UNFRAMED) 020 ROADSIDE SIGN - ONE POST EA 513.0000 2,565.00 5.000 2,565 021 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.6400 7,776.00 895.500 7,737.12 895.500 7,737 WET NIGHT VISIBILITY) 022 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9700 1,455.00 1,500.000 1,455.00 1,500.000 1,455 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 2 DATE 11/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0M0304 TIME 01:22 PM ESTIMATE NO. 004 BID OPENING 03/16/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 11/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9700 3,026.40 3,117.000 3,023.49 3,117.000 3,023 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 024 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2400 391,840.00 315,792.000 391,582.08 315,792.000 391,582 (ENHANCED WET NIGHT VISIBILITY) 025 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9700 582.00 600.000 582.00 600.000 582 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 026 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.1600 5,054.40 2,335.000 5,043.60 2,335.000 5,043 (ENHANCED WET NIGHT VISIBILITY) 027 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 102,720.00 320,106.000 102,433 028 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.8600 4,033.80 822.000 3,994 029 12" RUMBLE STRIP (ASPHALT CONCRETE STA 95.6700 64,098.90 670.000 64,098 PAVEMENT) 030 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.040 200.00 0.930 4,650 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 11/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0M0304 TIME 01:22 PM ESTIMATE NO. 004 BID OPENING 03/16/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 11/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 432,697.17 2,250,804.82 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 432,697.17 2,250,804.82 ORIGINAL CONTRACT AMOUNT 2,330,120.00 TOTAL WORK COMPLETED 432,697.17 2,250,804.82 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -19,000.00 TOTAL 422,697.17 2,231,804.82 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 06/21/23 45 08/14/23 08/14/23 11/27/23 42 26 0 0 96% 93% PROGRESS IS SATISFACTORY MOSALLAI, MOJTABA RESIDENT ENGINEER