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 09/20/21 EST. NO. 002 TIME 03:57 PM R.E. NAME: DAVID MAHER 03-2G1704 --------------------------------------------------------------------------- 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 09/20/21 EST. NO. 002 TIME 03:57 PM R.E. NAME: DAVID MAHER 03-2G1704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/20/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2G1704 TIME 03:57 PM ESTIMATE NO. 002 BID OPENING 04/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/21 R.E. NAME: DAVID MAHER DATE OF THIS ESTIMATE 09/20/21 LOCATION PROGRESS ESTIMATE 03-YOL-113-R6.8/R11.1 ----------------- FBD VANGUARD CONSTRUCTION, IN YOLO COUNTY ON ROUTE 113 IN INC. WOODLAND FROM MULLEN OH FROM ON/OFF 550 GREENVILLE ROAD; RAMP FROM SB ROUTE 5. LIVERMORE CA 94550 FED. AID NO. N O N E SLAB REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,100.0000 2,100.00 1.000 2,100 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.340 1,700.00 0.670 3,350 003 TIME-RELATED OVERHEAD (LS) LS 45,000.0000 45,000.00 0.340 15,300.00 0.670 30,150 004 CONSTRUCTION AREA SIGNS LS 9,200.0000 9,200.00 0.500 4,600.00 0.830 7,636 005 TRAFFIC CONTROL SYSTEM LS 118,800.0000 118,800.00 0.340 40,392.00 0.670 79,596 006 TYPE III BARRICADE EA 44.0000 352.00 8.000 352 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.2500 585.00 0.000 0 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 5,850.00 0.000 0 009 PLASTIC TRAFFIC DRUMS EA 40.0000 4,400.00 110.000 4,400 010 PORTABLE RADAR SPEED LS 7,500.0000 7,500.00 0.340 2,550.00 0.670 5,025 FEEDBACK SIGN SYSTEM 011 TEMPORARY PAVEMENT MARKER EA 4.0000 840.00 0.000 0 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 8,500.0000 8,500.00 0.340 2,890.00 0.670 5,695 013 TEMPORARY RAILING (TYPE K) LF 1.0000 4,380.00 0.000 0 014 MOVE TEMPORARY RAILING (TYPE K) LF 1.0000 4,380.00 0.000 0 015 ALTERNATIVE TEMPORARY CRASH EA 2,500.0000 2,500.00 0.000 0 CUSHION 016 MOVE ALTERNATIVE TEMPORARY EA 200.0000 200.00 0.000 0 CRASH CUSHION 017 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.340 3,400.00 0.670 6,700 018 PREPARE WATER POLLUTION CONTROL PROGRAM LS 800.0000 800.00 1.000 800 019 TEMPORARY CHECK DAM LF 12.5000 1,175.00 0.000 0 020 TEMPORARY DRAINAGE INLET PROTECTION EA 480.0000 2,400.00 5.000 2,400 021 TEMPORARY GRAVEL BAG BERM LF 55.0000 1,925.00 0.000 0 022 TEMPORARY CONCRETE WASHOUT LS 1,800.0000 1,800.00 0.340 612.00 0.670 1,206 PROGRAM CAS145 PAGE 2 DATE 09/20/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2G1704 TIME 03:57 PM ESTIMATE NO. 002 BID OPENING 04/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/21 R.E. NAME: DAVID MAHER DATE OF THIS ESTIMATE 09/20/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 LEAN CONCRETE BASE RAPID SETTING CY 450.0000 112,500.00 0.000 0 024 BASE BOND BREAKER SQYD 1.5000 16,050.00 1,214.670 1,822.01 10,432.170 15,648 025 HOT MIX ASPHALT (TYPE A) TON 180.0000 81,000.00 562.000 101,160.00 562.000 101,160 026 MINOR HOT MIX ASPHALT TON 185.0000 17,575.00 89.400 16,539.00 89.400 16,539 027 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.2000 6,336.00 1,874.000 4,122.80 1,874.000 4,122 028 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.2000 616.00 0.000 0 029 TACK COAT TON 880.0000 1,760.00 2.000 1,760.00 2.000 1,760 030 REMOVE ASPHALT CONCRETE DIKE LF 7.0000 22,120.00 70.000 490.00 1,874.000 13,118 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.5000 28,600.00 1,195.560 7,771.14 5,500.000 35,750 032 REMOVE BASE AND SURFACING CY 100.0000 25,000.00 84.900 8,490 033 JOINTED PLAIN CONCRETE PAVEMENT CY 307.0000 764,430.00 1,238.000 380,066.00 2,490.000 764,430 034 DRILL AND BOND (DOWEL BAR) EA 60.0000 4,320.00 11.000 660.00 33.000 1,980 035 DRILL AND BOND (TIE BAR) EA 20.0000 40,800.00 694.000 13,880.00 1,446.000 28,920 036 REMOVE CONCRETE PAVEMENT (CY) CY 120.0000 298,800.00 533.070 63,968.40 2,527.560 303,307 037 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 1,600.00 0.000 0 038 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 715.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 039 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 108.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 040 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 2,110.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 041 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 7,260.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 7,540.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/20/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2G1704 TIME 03:57 PM ESTIMATE NO. 002 BID OPENING 04/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/21 R.E. NAME: DAVID MAHER DATE OF THIS ESTIMATE 09/20/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 663,683.35 1,444,635.26 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 663,683.35 1,444,635.26 043 MOBILIZATION LS 158,000.0000 158,000.00 0.050 7,900.00 1.000 158,000 ORIGINAL CONTRACT AMOUNT 1,834,928.00 TOTAL WORK COMPLETED 671,583.35 1,602,635.26 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 671,583.35 1,602,635.26 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 06/02/21 45 08/02/21 08/02/21 10/04/21 35 0 0 0 86% 78% PROGRESS IS SATISFACTORY DAVID MAHER RESIDENT ENGINEER PROGRAM CAS145 DATE 09/20/21