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 08/26/24 EST. NO. 002 TIME 09:18 AM R.E. NAME: SEYOUM, KASSAYE 01-0M6404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 10,977.55 A.C. @ U.P.(+) 082024 N 1 10,977.55 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 10,977.55 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 08/26/24 EST. NO. 002 TIME 09:18 AM R.E. NAME: SEYOUM, KASSAYE 01-0M6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 8/24 LTR DEDUCT -1,000.00 002 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -1,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 08/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0M6404 TIME 09:18 AM ESTIMATE NO. 002 BID OPENING 02/01/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 08/26/24 LOCATION PROGRESS ESTIMATE 01-LAK-29-R45.1/52.5 ----------------- ARGONAUT CONSTRUCTORS LAKE COUNTY NEAR LAKEPORT FROM PARK WAY 360 SUTTON PLACE OVERCROSSING TO ROUTE 20 SANTA ROSA CA 95407 FED. AID NO. N O N E RHMA-G, COLD PLANE AC PAVEMENT, AND PAVEME ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,800.0000 1,800.00 0.375 675.00 0.625 1,125 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,600.0000 72,000.00 17.000 27,200.00 17.000 27,200 003 CONSTRUCTION AREA SIGNS LS 9,750.0000 9,750.00 0.750 7,312 004 TRAFFIC CONTROL SYSTEM LS 491,000.0000 491,000.00 0.000 0 005 STATIONARY IMPACT ATTENUATOR VEHICLE LS 17,400.0000 17,400.00 0.500 8,700.00 0.500 8,700 (LS) 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 8,600.00 996.000 4,980.00 996.000 4,980 007 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 7.0000 2,240.00 0.000 0 008 PORTABLE RADAR SPEED FEEDBACK SIGN LS 4,800.0000 4,800.00 0.500 2,400.00 0.500 2,400 SYSTEMS (LS) 009 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 8,000.0000 8,000.00 1.000 8,000.00 1.000 8,000 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 9,000.0000 9,000.00 0.500 4,500.00 0.500 4,500 011 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 4,500.0000 4,500.00 0.500 2,250.00 0.500 2,250 012 JOB SITE MANAGEMENT LS 9,000.0000 9,000.00 0.500 4,500.00 0.500 4,500 013 WATER POLLUTION CONTROL PROGRAM LS 3,000.0000 3,000.00 0.750 2,250 014 SHOULDER BACKING TON 40.0000 107,600.00 0.000 0 015 CRACK TREATMENT LNMI 5,700.0000 85,500.00 15.300 87,210.00 15.300 87,210 016 SEGMENT CORRECTION EA 4,500.0000 27,000.00 6.000 27,000.00 6.000 27,000 017 REPLACE ASPHALT CONCRETE SURFACING CY 600.0000 96,000.00 158.750 95,250.00 158.750 95,250 018 HOT MIX ASPHALT (TYPE A) TON 163.0000 492,260.00 0.000 0 019 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 175.0000 2,747,500.00 9,839.870 1,721,977.25 9,839.870 1,721,977 020 DATA CORE LS 12,600.0000 12,600.00 0.000 0 021 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 5.5000 6,050.00 0.000 0 022 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 22.0000 2,860.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0M6404 TIME 09:18 AM ESTIMATE NO. 002 BID OPENING 02/01/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 08/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.5000 138,950.00 0.000 0 024 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 50.0000 21,500.00 0.000 0 AREA) 025 TACK COAT TON 865.5000 83,953.50 30.460 26,363.13 30.460 26,363 026 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 20,450.00 24,678.000 12,339.00 24,678.000 12,339 027 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.5000 108,350.00 13,845.000 76,147.50 13,845.000 76,147 028 LOWER AND RAISE FRAME AND COVER EA 6,500.0000 6,500.00 0.500 3,250.00 0.500 3,250 (UTILITY) 029 REMOVE PAVEMENT MARKER EA 1.0000 2,660.00 2,658.000 2,658.00 2,658.000 2,658 030 REMOVE DELINEATOR EA 50.0000 5,500.00 0.000 0 031 RESET MARKERS AND DELINEATORS EA 25.0000 2,250.00 0.000 0 032 DELINEATOR (CLASS 1) EA 65.0000 22,100.00 0.000 0 033 GUARD RAILING DELINEATOR EA 45.0000 765.00 0.000 0 034 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 25,120.00 0.000 0 035 MILEPOST MARKER EA 95.0000 570.00 0.000 0 036 MARKER (CULVERT) EA 65.0000 130.00 0.000 0 037 RESET MILEPOST MARKER EA 25.0000 325.00 0.000 0 038 RESET ROADSIDE SIGN (ONE POST) EA 275.0000 275.00 0.000 0 039 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 10.0000 25,800.00 0.000 0 WET NIGHT VISIBILITY) 040 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 528.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 041 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 672.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 042 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 5,944.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 043 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 151,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 044 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 405.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 045 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 13,920.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 35,250.00 150,777.000 37,694.25 150,777.000 37,694 047 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 3,620.00 1,056.000 2,112.00 1,056.000 2,112 PROGRAM CAS145 PAGE 3 DATE 08/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0M6404 TIME 09:18 AM ESTIMATE NO. 002 BID OPENING 02/01/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 08/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 048 12" RUMBLE STRIP (ASPHALT CONCRETE STA 88.5300 60,200.40 0.000 0 PAVEMENT) 049 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.6000 90,740.00 0.000 0 (BROKEN 36-12) 050 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 08/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0M6404 TIME 09:18 AM ESTIMATE NO. 002 BID OPENING 02/01/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 08/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 2,157,706.13 2,167,718.63 ADJUSTMENT OF COMPENSATION 10,977.55 10,977.55 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 2,168,683.68 2,178,696.18 ORIGINAL CONTRACT AMOUNT 5,051,137.90 TOTAL WORK COMPLETED 2,168,683.68 2,178,696.18 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -1,000.00 -1,000.00 TOTAL 2,167,683.68 2,177,696.18 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 04/10/24 45 07/29/24 07/29/24 10/01/24 17 0 0 0 42% 38% PROGRESS IS SATISFACTORY SEYOUM, KASSAYE RESIDENT ENGINEER