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 10/23/19 EST. NO. 002 TIME 08:02 AM R.E. NAME: JOSHI, GURIND 04-0P3604 --------------------------------------------------------------------------- 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 10/23/19 EST. NO. 002 TIME 08:02 AM R.E. NAME: JOSHI, GURIND 04-0P3604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0P3604 TIME 08:02 AM ESTIMATE NO. 002 BID OPENING 05/02/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: JOSHI, GURIND DATE OF THIS ESTIMATE 10/23/19 LOCATION RERUN PROGRESS ESTIMATE 04-CC-24-R0.0/R7.7 ----------------------- 04-CC-242-R0.9/R0.9 MYERS & SONS CONSTRUCTION, LLC IN CONTRA COSTA COUNTY ON ROUTE 24, 04-CC-680-R1.1/24.0 4600 NORTHGATE BLVD, STE 100 242 & 680 AT VARIOUS LOCATIONS SACRAMENTO CA 95834 FED. AID NO. N O N E TREAT BRIDGE DECKS WITH ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,225.0000 1,225.00 1.000 1,225 002 CONSTRUCTION AREA SIGNS LS 15,300.0000 15,300.00 0.500 7,650 003 TRAFFIC CONTROL SYSTEM LS 153,000.0000 153,000.00 0.200 30,600.00 0.200 30,600 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.200 4,000.00 0.200 4,000 005 JOB SITE MANAGEMENT LS 5,500.0000 5,500.00 0.500 2,750.00 0.500 2,750 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 595.0000 595.00 0.750 446 007 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 10.0000 5,800.00 572.000 5,720 STRIPE (HAZARDOUS WASTE) 008 TREATED WOOD WASTE LB 0.5000 2,180.00 0.000 0 009 NOISE MONITORING LS 1,600.0000 1,600.00 0.000 0 010 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 0.500 7,500.00 0.500 7,500 011 STRUCTURE EXCAVATION CY 350.0000 43,890.00 100.000 35,000.00 100.000 35,000 (F) 012 STRUCTURE BACKFILL CY 350.0000 1,645.00 4.100 1,435.00 4.100 1,435 (F) 013 IMPORTED BORROW (CY) CY 350.0000 350.00 0.000 0 014 HOT MIX ASPHALT (TYPE A) TON 550.0000 82,500.00 239.420 131,681.00 239.420 131,681 015 HOT MIX ASPHALT-OPEN GRADED TON 650.0000 32,500.00 0.000 0 (OPEN GRADED FRICTION COURSE) 016 ASPHALT BINDER TON 1,000.0000 600.00 0.400 400.00 0.400 400 (GEOSYNTHETIC PAVEMENT INTERLAYER) 017 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 14.0000 6,860.00 380.000 5,320.00 380.000 5,320 (PAVING GRID) 018 TACK COAT TON 1,000.0000 1,000.00 0.230 230.00 0.230 230 019 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 45.0000 34,200.00 119.900 5,395.50 119.900 5,395 020 AGGREGATE BASE (APPROACH SLAB) CY 2,245.0000 4,490.00 0.000 0 021 STRUCTURAL CONCRETE, APPROACH SLAB CY 4,250.0000 80,750.00 19.360 82,280.00 19.360 82,280 (TYPE R) 022 PAVING NOTCH EXTENSION CF 740.0000 6,660.00 15.660 11,588.40 15.660 11,588 PROGRAM CAS145 PAGE 2 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0P3604 TIME 08:02 AM ESTIMATE NO. 002 BID OPENING 05/02/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: JOSHI, GURIND DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEAN EXPANSION JOINT LF 45.0000 20,295.00 128.000 5,760.00 128.000 5,760 024 JOINT SEAL (MR 1/2") LF 58.0000 8,120.00 140.000 8,120.00 140.000 8,120 025 JOINT SEAL (MR 1") LF 87.0000 28,101.00 0.000 0 026 REMOVE BRIDGE MOUNTED SIGN EA 1,400.0000 1,400.00 0.000 0 027 PUBLIC SAFETY PLAN LS 4,695.0000 4,695.00 1.000 4,695.00 1.000 4,695 028 PAINT BRIDGE IDENTIFICATION EA 750.0000 750.00 1.000 750.00 1.000 750 029 RAPID SETTING CONCRETE (PATCH) CF 1,580.0000 9,480.00 5.000 7,900.00 5.000 7,900 030 REPAIR SPALLED SURFACE AREA SQFT 4,500.0000 9,000.00 2.000 9,000.00 2.000 9,000 031 REMOVE UNSOUND CONCRETE CF 1,655.0000 9,930.00 5.000 8,275.00 5.000 8,275 032 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 10,643.10 35,477.000 10,643.10 35,477.000 10,643 033 REFINISH BRIDGE DECK SQFT 95.0000 15,200.00 0.000 0 034 TREAT BRIDGE DECK SQFT 1.0000 35,477.00 35,477.000 35,477.00 35,477.000 35,477 (F) 035 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 92.0000 36,248.00 395.000 36,340.00 395.000 36,340 036 BRIDGE REMOVAL (PORTION) LS 8,000.0000 8,000.00 0.000 0 037 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 25.0000 10,750.00 310.000 7,750.00 310.000 7,750 038 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 350.0000 43,890.00 38.880 13,608.00 38.880 13,608 (F) 039 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 2,050.00 353.000 1,765.00 353.000 1,765 040 9' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 4,000.00 2.000 4,000.00 2.000 4,000 041 REMOVE CHAIN LINK FENCE LF 50.0000 1,000.00 20.000 1,000.00 20.000 1,000 042 RECONSTRUCT CHAIN LINK FENCE LF 100.0000 2,000.00 20.000 2,000.00 20.000 2,000 043 RECONSTRUCT CHAIN LINK GATE EA 1,700.0000 1,700.00 1.000 1,700.00 1.000 1,700 044 REMOVE PAVEMENT MARKER EA 6.0000 600.00 65.000 390 045 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 800.00 0.000 0 046 REMOVE ROADSIDE SIGN EA 100.0000 2,500.00 0.000 0 047 REMOVE SIGN PANEL FROM EXISTING EA 100.0000 1,700.00 0.000 0 STRUCTURE 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 4,805.00 0.000 0 (0.063"-UNFRAMED) 049 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.7500 5,862.50 0.000 0 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 3 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0P3604 TIME 08:02 AM ESTIMATE NO. 002 BID OPENING 05/02/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: JOSHI, GURIND DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADSIDE SIGN - ONE POST EA 275.0000 5,775.00 0.000 0 051 ROADSIDE SIGN - TWO POST EA 350.0000 1,050.00 0.000 0 052 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 600.00 0.000 0 METHOD) 053 INSTALL SIGN PANEL ON EXISTING STRUCTURE EA 300.0000 5,100.00 0.000 0 054 THERMOPLASTIC PAVEMENT MARKING SQFT 9.0000 2,250.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 055 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 2,550.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 056 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 8,700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 057 PAINT TRAFFIC STRIPE (2-COAT) LF 0.8000 4,968.00 0.000 0 058 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 7,240.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 059 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 1,480.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 060 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 3,896.00 2,538.000 2,030 061 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,000.00 189.000 756 PROGRAM CAS145 PAGE 4 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0P3604 TIME 08:02 AM ESTIMATE NO. 002 BID OPENING 05/02/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: JOSHI, GURIND DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 476,963.00 495,180.65 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 476,963.00 495,180.65 062 MOBILIZATION LS 93,000.0000 93,000.00 1.000 93,000.00 1.000 93,000 ORIGINAL CONTRACT AMOUNT 932,250.60 TOTAL WORK COMPLETED 569,963.00 588,180.65 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 569,963.00 588,180.65 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 07/19/19 60 09/03/19 09/03/19 12/04/19 31 3 0 0 60% 52% PROGRESS IS SATISFACTORY JOSHI, GURIND RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/19