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 11/25/24 EST. NO. 006 TIME 09:20 AM R.E. NAME: DAVID HOPPER 05-1K4304 --------------------------------------------------------------------------- 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 11/25/24 EST. NO. 006 TIME 09:20 AM R.E. NAME: DAVID HOPPER 05-1K4304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 002 REC'D PAYROLLS 10,000.00 003 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K4304 TIME 09:20 AM ESTIMATE NO. 006 BID OPENING 10/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: DAVID HOPPER DATE OF THIS ESTIMATE 11/25/24 LOCATION PROGRESS ESTIMATE 05-MON-183-R2.1/R8.3 ----------------- A. TEICHERT & SON INC DBA MONTEREY COUNTY NEAR SALINAS FROM 0.2 MILE TEICHERT CONSTRUCTION SOUTH OF OLD CEMETERY ROAD TO 0.1 MILE 400 SUNRISE BLVD. SUITE 300 SOUTH OF DEL MONTE AVENUE IN CASTROVILLE. ROSEVILLE CA 95661 FED. AID NO. N O N E RHMA (GAP GRADED), CONCRETE BARRIER TRANSI ------------------------------------------------------------------------------------------------------------------------------------ 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 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 2,500.0000 2,500.00 0.750 1,875 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,450.0000 245,000.00 3.000 7,350.00 98.000 240,100 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 3.000 6,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 4.000 800.00 7.000 1,400 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 16,500.0000 16,500.00 0.700 11,550 007 TRAFFIC CONTROL SYSTEM LS 367,233.4900 367,233.49 0.050 18,361.67 1.000 367,233 008 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 2,412.00 67.000 2,412 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 5,700.0000 11,400.00 0.000 0 SYSTEM DAY 010 TEMPORARY BARRIER SYSTEM LF 24.0000 35,520.00 1,520.000 36,480 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,500.0000 15,500.00 0.050 775.00 1.000 15,500 012 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 3,750.0000 30,000.00 8.000 30,000 013 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 150.0000 10,500.00 70.000 10,500 014 JOB SITE MANAGEMENT LS 6,000.0000 6,000.00 0.050 300.00 1.000 6,000 015 WATER POLLUTION CONTROL PROGRAM LS 750.0000 750.00 0.200 150.00 0.950 712 016 STREET SWEEPING LS 54,000.0000 54,000.00 0.050 2,700.00 1.000 54,000 017 TEMPORARY CONCRETE WASHOUT LS 5,500.0000 5,500.00 1.000 5,500 018 TREATED WOOD WASTE LB 0.4000 12,560.00 1,977.000 790.80 29,637.000 11,854 019 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 3,350.00 670.000 3,350 020 CLEARING AND GRUBBING (LS) LS 16,400.0000 16,400.00 1.000 16,400 021 SHOULDER BACKING TON 99.0000 105,930.00 1,672.370 165,564 022 FIBER ROLLS LF 10.6500 2,769.00 224.000 2,385.60 224.000 2,385 PROGRAM CAS145 PAGE 2 DATE 11/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K4304 TIME 09:20 AM ESTIMATE NO. 006 BID OPENING 10/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: DAVID HOPPER DATE OF THIS ESTIMATE 11/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 HYDROSEED SQFT 0.2600 5,174.00 19,900.000 5,174.00 19,900.000 5,174 024 COMPOST (CY) CY 98.5500 12,811.50 135.000 13,304.25 135.000 13,304 025 HOT MIX ASPHALT (TYPE A) TON 153.0000 449,820.00 3,299.090 504,760 026 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 188.0000 2,726,000.00 15,478.090 2,909,880 027 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.0000 11,500.00 1,156.000 11,560 028 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 115.0000 2,300.00 8.750 1,006 AREA) 029 TACK COAT TON 1,200.0000 57,600.00 61.000 73,200.00 71.900 86,280 030 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 5,750.00 1,150.000 5,750 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.3500 148,730.00 30,238.000 161,773 032 PUBLIC SAFETY PLAN LS 10,163.2700 10,163.27 1.000 10,163 033 RAPID SETTING CONCRETE (PATCH) CF 40.8200 612.30 0.000 0 034 REMOVE ASPHALT CONCRETE SURFACING SQFT 6.0000 17,190.00 2,865.000 17,190 035 REMOVE UNSOUND CONCRETE CF 40.8200 612.30 0.000 0 036 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 7.1400 20,456.10 2,865.000 20,456 037 TREAT BRIDGE DECK SQFT 11.2200 32,145.30 2,865.000 32,145 (F) 038 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 102.0400 5,408.12 40.000 4,081 039 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 875.0000 2,625.00 3.000 2,625 040 SURVEY MONUMENT (TYPE D) EA 700.0000 31,500.00 1.000 700.00 38.000 26,600 041 REMOVE PAVEMENT MARKER EA 3.0600 5,477.40 2,150.000 6,579 042 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.1600 14,606.40 1,581.000 12,900 043 REMOVE SIGN EA 126.2600 4,797.88 33.000 4,166.58 33.000 4,166 044 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.1400 3,445.20 161.740 3,095.70 161.740 3,095 (0.063"-UNFRAMED) 045 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.9100 2,704.70 145.000 2,306.95 145.000 2,306 (0.080"-UNFRAMED) 046 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 41.7200 1,043.00 25.000 1,043.00 25.000 1,043 (0.063"-FRAMED) 047 ROADSIDE SIGN - ONE POST EA 328.2800 11,818.08 32.000 10,504.96 32.000 10,504 048 ROADSIDE SIGN - TWO POST EA 454.5500 909.10 2.000 909.10 2.000 909 049 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 101.0100 505.05 3.000 303.03 3.000 303 METHOD) PROGRAM CAS145 PAGE 3 DATE 11/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K4304 TIME 09:20 AM ESTIMATE NO. 006 BID OPENING 10/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: DAVID HOPPER DATE OF THIS ESTIMATE 11/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 48.9800 69,551.60 1,375.000 67,347 051 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 58.1600 54,670.40 1,025.000 59,614 052 VEGETATION CONTROL (MINOR CONCRETE) SQYD 131.4800 188,016.40 1,770.130 232,736 053 TRANSITION RAILING (TYPE WB-31) EA 6,020.4100 42,142.87 7.000 42,142 054 END ANCHOR ASSEMBLY (TYPE CA) EA 2,653.0600 2,653.06 1.000 2,653 055 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,183.6700 50,204.04 12.000 50,204 056 ALTERNATIVE CRASH CUSHION TL-3 EA 42,346.9400 42,346.94 1.000 42,346.94 1.000 42,346 057 CONCRETE BARRIER TRANSITION LF 1,453.0600 174,367.20 120.000 174,367 (F) 058 REMOVE GUARDRAIL LF 9.1800 20,746.80 2,260.000 20,746 059 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 11.2200 8,751.60 370.000 4,151.40 1,774.000 19,904 WET NIGHT VISIBILITY) 060 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN LF 0.7700 20,097.00 22,348.000 17,207 36-12) 061 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4300 144,430.00 98,201.000 140,427 (ENHANCED WET NIGHT VISIBILITY) 062 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.1400 12,861.40 2,650.000 5,671 (ENHANCED WET NIGHT VISIBILITY) 063 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5600 64,400.00 115,000.000 64,400 064 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.1200 4,773.60 63.000 385.56 843.000 5,159 065 6" RUMBLE STRIP (ASPHALT CONCRETE STA 34.0000 9,860.00 290.000 9,860 PAVEMENT) 066 12" RUMBLE STRIP (ASPHALT CONCRETE STA 26.0000 18,200.00 700.000 18,200 PAVEMENT) 067 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 35.7100 17,855.00 210.000 7,499 (WARRANTY) 068 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 20.4100 5,102.50 105.000 2,143 (WARRANTY) (BROKEN 36-12) 069 TRAFFIC MONITORING STATION SYSTEM LS 58,161.2300 58,161.23 0.400 23,264.49 1.000 58,161 070 MODIFYING LIGHTING SYSTEMS LS 345,879.1700 345,879.17 0.300 103,763.75 0.900 311,291 PROGRAM CAS145 PAGE 4 DATE 11/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K4304 TIME 09:20 AM ESTIMATE NO. 006 BID OPENING 10/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: DAVID HOPPER DATE OF THIS ESTIMATE 11/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 322,232.78 6,200,461.62 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 322,232.78 6,200,461.62 071 MOBILIZATION LS 650,000.0000 650,000.00 1.000 650,000 ORIGINAL CONTRACT AMOUNT 6,549,600.00 TOTAL WORK COMPLETED 322,232.78 6,850,461.62 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 322,232.78 6,850,461.62 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 12/21/23 100 00/00/00 00/00/00 11/29/24 98 13 0 0 97% 98% PROGRESS IS SATISFACTORY DAVID HOPPER RESIDENT ENGINEER