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 09/19/23 EST. NO. 003 TIME 09:55 PM R.E. NAME: LANG, TIM 05-1P1604 --------------------------------------------------------------------------- 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 09/19/23 EST. NO. 003 TIME 09:55 PM R.E. NAME: LANG, TIM 05-1P1604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 039 -2,415.50 001 0.00 -2,415.50 TOTAL DEDUCTIONS 0.00 -2,415.50 PROGRAM CAS145 PAGE 1 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1P1604 TIME 09:55 PM ESTIMATE NO. 003 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 09/20/23 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 09/19/23 LOCATION PROGRESS ESTIMATE 05-SLO-41-0.0/11.5 ----------------- PAPICH CONSTRUCTION COMPANY, SAN LUIS OBISPO COUNTY FROM MAIN STREET IN INC. MORRO BAY TO LOS ALTOS ROAD IN ATASCADERO. 398 SUNRISE TERRACE ARROYO GRANDE CA 93420 FED. AID NO. N O N E COLD PLANE AND OVERLAY WITH RHMA (GAP GRAD ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 3,500.0000 227,500.00 25.000 87,500.00 65.000 227,500 003 CONSTRUCTION AREA SIGNS LS 3,300.0000 3,300.00 1.000 3,300 004 TRAFFIC CONTROL SYSTEM LS 1,439,210.9800 1,439,210.98 0.380 546,900.17 1.000 1,439,210 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,870.0000 9,350.00 5.000 9,350 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.380 9,500.00 1.000 25,000 007 END OF QUEUE MONITORING AND WARNING WITH EA 1,485.0000 14,850.00 10.000 14,850 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 008 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 255.0000 30,600.00 40.000 10,200 009 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.380 9,500.00 1.000 25,000 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 1.000 2,500 011 SHOULDER BACKING TON 88.0000 199,760.00 2,270.000 199,760 012 ASPHALTIC EMULSION (FOG SEAL COAT) TON 6,120.0000 10,404.00 1.700 10,404 013 SLURRY SEAL TON 3,500.0000 56,000.00 16.000 56,000 014 HOT MIX ASPHALT (TYPE A) TON 150.0000 37,500.00 249.000 37,350 015 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 142.0000 2,087,400.00 14,700.000 2,087,400 016 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 168.0000 161,280.00 920.430 154,632.24 920.430 154,632 WITH 10% RAP 017 DATA CORE LS 15,000.0000 15,000.00 1.000 15,000 018 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.8500 1,498.50 600.000 1,110 019 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.8500 8,861.50 4,000.000 7,400 020 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.8500 5,457.50 2,500.000 4,625 021 TACK COAT TON 750.0000 41,250.00 55.000 41,250 PROGRAM CAS145 PAGE 2 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1P1604 TIME 09:55 PM ESTIMATE NO. 003 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 09/20/23 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 25,650.00 1,875.000 5,625 023 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 654,000.00 180,000.000 540,000 024 LOWER AND RAISE FRAME AND COVER EA 5,500.0000 5,500.00 1.000 5,500.00 1.000 5,500 (UTILITY) 025 REMOVE PAVEMENT MARKER EA 1.0000 28.00 4,219.000 4,219.00 4,219.000 4,219 026 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 13,650.00 4,550.000 13,650.00 4,550.000 13,650 027 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.2800 1,451.52 84.000 1,451.52 84.000 1,451 (0.063"-UNFRAMED) 028 ROADSIDE SIGN - ONE POST EA 350.0000 4,200.00 12.000 4,200.00 12.000 4,200 029 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 4.0000 2,800.00 700.000 2,800.00 700.000 2,800 WET NIGHT VISIBILITY) 030 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 85.00 170.000 85.00 170.000 85 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 031 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 10,850.00 21,700.000 10,850.00 21,700.000 10,850 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 032 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 197,100.00 219,000.000 197,100.00 219,000.000 197,100 (ENHANCED WET NIGHT VISIBILITY) 033 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 1,110.00 740.000 1,110.00 740.000 1,110 (ENHANCED WET NIGHT VISIBILITY) 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,020.00 1,010.000 2,020.00 1,010.000 2,020 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 750.00 250.000 750.00 250.000 750 036 12" RUMBLE STRIP (ASPHALT CONCRETE STA 53.4000 29,370.00 550.000 29,370.00 550.000 29,370 PAVEMENT) 037 12" RUMBLE STRIP (ASPHALT CONCRETE STA 194.0000 3,492.00 18.000 3,492.00 18.000 3,492 PAVEMENT-SINUSOIDAL) 038 TRAFFIC MONITORING STATION SYSTEM LS 18,521.0000 18,521.00 1.000 18,521 PROGRAM CAS145 PAGE 3 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1P1604 TIME 09:55 PM ESTIMATE NO. 003 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 09/20/23 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,084,629.93 5,216,085.74 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,084,629.93 5,216,085.74 039 MOBILIZATION LS 599,995.0000 599,995.00 1.000 599,995 ORIGINAL CONTRACT AMOUNT 5,975,795.00 TOTAL WORK COMPLETED 1,084,629.93 5,816,080.74 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -2,415.50 TOTAL 1,084,629.93 5,813,665.24 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 039 MOBILIZATION 597,579.50 599,995.00 2,415.50 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 06/08/23 65 00/00/00 00/00/00 09/26/23 65 5 0 0 97% 100% PROGRESS IS SATISFACTORY LANG, TIM RESIDENT ENGINEER