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 09/20/22 EST. NO. 004 TIME 10:32 AM R.E. NAME: DAVID ABLEDU 10-1M3504 --------------------------------------------------------------------------- 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 09/20/22 EST. NO. 004 TIME 10:32 AM R.E. NAME: DAVID ABLEDU 10-1M3504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,000.00 003 0.00 -2,000.00 TOTAL DEDUCTIONS 0.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 09/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1M3504 TIME 10:32 AM ESTIMATE NO. 004 BID OPENING 02/03/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 09/20/22 LOCATION PROGRESS ESTIMATE 10-SJ-132-L0.7/5.8 ----------------- TRUESDELL CORPORATION OF IN SAN JOAQUIN COUNTY NEAR VERNALIS CALIFORNIA, INC. AT VARIOUS LOCATIONS FROM ROUTE 132 1310 W. 23RD STREET; EAST/580 SEPARATION TO ROUTE 132/33 TEMPE AZ 85282 SEPARATION AND OVERHEAD FED. AID NO. N O N E POLYESTER CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ 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 TIME-RELATED OVERHEAD (WDAY) WDAY 450.0000 72,000.00 26.000 11,700.00 75.000 33,750 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 12,000.00 0.000 0 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 32,000.0000 32,000.00 0.900 28,800 006 TRAFFIC CONTROL SYSTEM LS 155,000.0000 155,000.00 0.440 68,200.00 0.750 116,250 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 390.0000 18,720.00 10.000 3,900.00 35.000 13,650 008 FLASHING ARROW SIGN EA 900.0000 3,600.00 1.000 900.00 4.000 3,600 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 7,095.00 12,896.000 7,092 010 CHANNELIZER (SURFACE MOUNTED) EA 48.0000 4,608.00 96.000 4,608 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 29.0000 4,640.00 50.000 1,450.00 115.000 3,335 SYSTEM DAY 012 PORTABLE FLASHING BEACONS (EA) EA 1,300.0000 2,600.00 2.000 2,600 013 TEMPORARY PAVEMENT MARKER EA 10.5000 1,470.00 274.000 2,877 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.470 4,700.00 0.750 7,500 015 TEMPORARY RAILING (TYPE K) LF 31.0000 58,280.00 1,840.000 57,040 016 TEMPORARY CRASH CUSHION MODULE EA 420.0000 11,760.00 28.000 11,760 017 TEMPORARY RADAR SPEED FEEDBACK EA 1,700.0000 8,500.00 5.000 8,500 SIGN SYSTEM 018 JOB SITE MANAGEMENT LS 4,000.0000 4,000.00 0.490 1,960.00 0.750 3,000 019 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,000.0000 5,000.00 0.150 750.00 0.900 4,500 020 STREET SWEEPING LS 3,520.0000 3,520.00 0.490 1,724.80 0.750 2,640 021 TEMPORARY CONCRETE WASHOUT LS 100.0000 100.00 0.500 50.00 1.000 100 022 ASBESTOS COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 PROGRAM CAS145 PAGE 2 DATE 09/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1M3504 TIME 10:32 AM ESTIMATE NO. 004 BID OPENING 02/03/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 09/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.6500 1,443.00 1,680.000 1,092 024 ASBESTOS SURVEYING, SAMPLING AND LS 11,000.0000 11,000.00 1.000 11,000 ANALYSIS 025 HOT MIX ASPHALT (TYPE A) TON 662.0000 99,300.00 171.760 113,705.12 171.760 113,705 026 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 110.0000 2,750.00 25.000 2,750.00 25.000 2,750 027 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 64.0000 10,880.00 170.000 10,880.00 170.000 10,880 028 TACK COAT TON 2,100.0000 840.00 0.400 840.00 0.400 840 029 REMOVE ASPHALT CONCRETE DIKE LF 5.2500 997.50 190.000 997.50 190.000 997 030 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 21.0000 29,190.00 1,390.000 29,190.00 1,390.000 29,190 031 DRILL AND BOND (DOWEL BAR) EA 38.0000 2,128.00 21.000 798.00 56.000 2,128 032 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,000.0000 27,000.00 27.000 27,000.00 27.000 27,000 033 GRIND EXISTING BRIDGE DECK SQYD 25.0000 34,550.00 1,255.330 31,383 034 TEMPORARY DECKING LS 100.0000 100.00 0.000 0 035 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 5,250.0000 10,500.00 2.000 10,500 (F) 036 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,550.0000 168,950.00 110.200 170,810 (TYPE R) 037 PAVING NOTCH EXTENSION CF 210.0000 11,970.00 57.000 11,970 038 CLEAN EXPANSION JOINT LF 35.0000 27,615.00 789.000 27,615.00 789.000 27,615 039 BONDED JOINT SEAL (MR 2") LF 72.0000 24,336.00 338.000 24,336.00 338.000 24,336 040 JOINT SEAL (MR 1") LF 27.0000 14,229.00 527.000 14,229.00 527.000 14,229 041 BAR REINFORCING STEEL (BRIDGE) LB 5.5000 1,336.50 243.000 1,336 (F) 042 SPOT BLAST CLEAN SQFT 13.0000 1,144.00 75.000 975 043 RAPID SETTING CONCRETE (PATCH) CF 30.0000 10,950.00 19.640 589 044 REPAIR SPALLED SURFACE AREA SQFT 9,000.0000 20,700.00 2.880 25,920.00 2.880 25,920 045 REMOVE UNSOUND CONCRETE CF 70.0000 25,550.00 33.750 2,362 046 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5500 62,383.75 600.000 330.00 114,324.000 62,878 047 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 850,800.00 103.000 7,725.00 9,466.000 709,950 048 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.8500 436,686.25 113,425.000 436,686 (F) 049 BRIDGE REMOVAL (PORTION) LS 26,000.0000 26,000.00 1.000 26,000 PROGRAM CAS145 PAGE 3 DATE 09/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1M3504 TIME 10:32 AM ESTIMATE NO. 004 BID OPENING 02/03/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 09/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE DEBRIS LS 1,760.0000 1,760.00 1.000 1,760 051 GALVANIC ANODES EA 35.0000 11,165.00 9.000 315 052 REMOVE PAVEMENT MARKER EA 5.2500 1,522.50 284.000 1,491 053 GUARD RAILING DELINEATOR EA 18.0000 252.00 14.000 252 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.5000 3,045.00 0.000 0 055 OBJECT MARKER (TYPE P) EA 90.0000 180.00 2.000 180 056 REMOVE MARKER EA 20.0000 40.00 2.000 40 057 REMOVE ROADSIDE SIGN EA 350.0000 700.00 0.000 0 058 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 1,080.00 0.000 0 (0.063"-UNFRAMED) 059 ROADSIDE SIGN - ONE POST EA 800.0000 1,600.00 0.000 0 060 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 72.0000 14,400.00 200.000 14,400 061 VEGETATION CONTROL (MINOR CONCRETE) SQYD 93.0000 14,880.00 160.000 14,880 062 TRANSITION RAILING (TYPE WB-31) EA 5,700.0000 11,400.00 2.000 11,400 063 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 8,000.00 2.000 8,000 064 CONCRETE BARRIER TRANSITION LF 950.0000 28,500.00 30.000 28,500 (F) 065 REMOVE GUARDRAIL LF 21.0000 2,100.00 100.000 2,100 066 THERMOPLASTIC PAVEMENT MARKING SQFT 22.0000 1,452.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 067 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 1,606.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 068 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 6,310.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 069 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.2000 277.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 070 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 22,080.00 13,757.000 22,011 071 12" RUMBLE STRIP STA 8,500.0000 17,000.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 072 12" RUMBLE STRIP STA 5,500.0000 22,000.00 0.000 0 (CONCRETE PAVEMENT) 073 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.5000 9,240.00 0.000 0 074 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.2500 1,312.50 0.000 0 (BROKEN 12-3) 075 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.2500 53,542.50 0.000 0 (WARRANTY) PROGRAM CAS145 PAGE 4 DATE 09/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1M3504 TIME 10:32 AM ESTIMATE NO. 004 BID OPENING 02/03/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 09/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.2000 10,144.00 0.000 0 (WARRANTY) (BROKEN 36-12) 077 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 100.0000 100.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 5 DATE 09/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1M3504 TIME 10:32 AM ESTIMATE NO. 004 BID OPENING 02/03/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 09/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 381,650.42 2,180,055.52 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 381,650.42 2,180,055.52 078 MOBILIZATION LS 72,742.3000 72,742.30 1.000 72,742 ORIGINAL CONTRACT AMOUNT 2,654,654.00 TOTAL WORK COMPLETED 381,650.42 2,252,797.82 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -2,000.00 TOTAL 381,650.42 2,250,797.82 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 03/22/22 160 06/19/22 06/19/22 02/02/23 75 0 0 0 84% 47% PROGRESS IS SATISFACTORY DAVID ABLEDU RESIDENT ENGINEER