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 06/17/20 EST. NO. 006 TIME 09:43 AM R.E. NAME: NGUYEN, HUNG 04-4J2824 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 5,782.65 E.W. @ F.A.(+) 031920 N 0004.0 0002 708.75 051920 N 0005.0 0003 1,338.12 040120 N 0009.0 7,829.52 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 7,829.52 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 06/17/20 EST. NO. 006 TIME 09:43 AM R.E. NAME: NGUYEN, HUNG 04-4J2824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/17/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J2824 TIME 09:43 AM ESTIMATE NO. 006 BID OPENING 10/02/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: NGUYEN, HUNG DATE OF THIS ESTIMATE 06/17/20 LOCATION PROGRESS ESTIMATE 04-SCL-82-9.8/R10.4 ----------------- BAY CITIES PAVING & GRADING, IN THE CITIES OF SAN JOSE AND SANTA INC. CLARA FROM MCKENDRIE STREET IN 1450 CIVIC CT; SAN JOSE TO THE ALAMEDA IN SANTA CONCORD CA 94520 CLARA FED. AID NO. N O N E PAVEMENT REHABILITATION AND ADA ------------------------------------------------------------------------------------------------------------------------------------ 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 3,323.8000 3,323.80 0.700 2,326 003 CONSTRUCTION AREA SIGNS LS 10,700.0000 10,700.00 0.700 7,490 004 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.400 80,000.00 0.800 160,000 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 3,488.2400 3,488.24 0.400 1,395.30 0.800 2,790 006 JOB SITE MANAGEMENT LS 16,652.8800 16,652.88 0.200 3,330.58 0.600 9,991 007 PREPARE WATER POLLUTION CONTROL PROGRAM LS 690.0000 690.00 0.700 483 008 STREET SWEEPING LS 25,000.0000 25,000.00 0.400 10,000.00 0.800 20,000 009 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 40.0000 16,800.00 168.000 6,720.00 378.000 15,120 STRIPE (HAZARDOUS WASTE) 010 NOISE MONITORING LS 450.0000 450.00 0.000 0 011 ROADWAY EXCAVATION CY 235.0000 16,920.00 72.000 16,920 012 CLASS 2 AGGREGATE BASE (CY) CY 80.0000 6,160.00 77.000 6,160 013 HOT MIX ASPHALT (TYPE A) TON 121.3300 296,045.20 1,867.140 226,540 014 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 121.2500 185,512.50 1,470.590 178,309 015 TACK COAT TON 956.5000 15,304.00 6.290 6,016.39 13.970 13,362 016 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 353.9000 9,555.30 27.000 9,555 017 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.9100 69,840.00 24,350.000 70,858 018 REMOVE BASE AND SURFACING CY 235.0000 1,645.00 7.000 1,645 019 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,744.0600 16,464.36 3.790 10,399 (F) 020 MINOR CONCRETE (BACKFILL) CY 301.9809 1,419.31 2.000 603 (F) 021 12" ALTERNATIVE PIPE CULVERT LF 542.5000 18,445.00 14.000 7,595 022 REMOVE CULVERT (LF) LF 98.9900 791.92 11.000 1,088 PROGRAM CAS145 PAGE 2 DATE 06/17/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J2824 TIME 09:43 AM ESTIMATE NO. 006 BID OPENING 10/02/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: NGUYEN, HUNG DATE OF THIS ESTIMATE 06/17/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE INLET EA 791.9400 791.94 1.000 791 024 ADJUST UTILITY COVER TO GRADE EA 1,500.0000 49,500.00 37.000 55,500 025 DETECTABLE WARNING SURFACE SQFT 18.0000 9,540.00 459.180 8,265 026 MINOR CONCRETE (CURB, SIDEWALK AND CY 950.0000 123,500.00 127.680 121,296 CURB RAMP) 027 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 60.0000 46,800.00 780.000 46,800 028 REMOVE CONCRETE (CURB AND GUTTER) LF 35.0000 30,450.00 870.000 30,450 029 MISCELLANEOUS IRON AND STEEL LB 2.5800 1,849.86 478.000 1,233 (F) 030 MANHOLE FRAME AND COVER EA 1,644.4400 1,644.44 1.000 1,644 031 REMOVE PAVEMENT MARKER EA 6.0000 192.00 32.000 192.00 32.000 192 032 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,800.00 449.000 1,796.00 449.000 1,796 033 REMOVE ROADSIDE SIGN EA 100.0000 1,800.00 0.000 0 034 REMOVE ROADSIDE SIGN EA 50.0000 400.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 035 REMOVE ROADSIDE SIGN PANEL EA 50.0000 150.00 0.000 0 036 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.7500 1,474.00 0.000 0 (0.063"-UNFRAMED) 037 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 3,125.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 038 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5000 680.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 039 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.5000 448.50 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 040 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.2500 2,887.50 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 041 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2500 2,125.00 0.000 0 042 ROADSIDE SIGN - ONE POST EA 275.0000 4,675.00 0.000 0 043 ROADSIDE SIGN - TWO POST EA 325.0000 1,625.00 0.000 0 044 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 50.0000 1,050.00 0.000 0 METHOD) 045 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 250.0000 1,000.00 0.000 0 046 INSTALL ROADSIDE SIGN PANEL ON EA 50.0000 200.00 0.000 0 EXISTING POST 047 THERMOPLASTIC PAVEMENT MARKING SQFT 6.5000 21,060.00 2,575.000 16,737.50 2,575.000 16,737 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 3 DATE 06/17/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J2824 TIME 09:43 AM ESTIMATE NO. 006 BID OPENING 10/02/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: NGUYEN, HUNG DATE OF THIS ESTIMATE 06/17/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 048 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 252.00 185.000 259.00 185.000 259 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 049 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 6,356.00 4,210.000 5,894.00 4,210.000 5,894 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 050 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 12,420.00 5,811.000 10,459.80 5,811.000 10,459 (ENHANCED WET NIGHT VISIBILITY) 051 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.4000 2,952.00 1,556.000 3,734.40 1,556.000 3,734 (ENHANCED WET NIGHT VISIBILITY) 052 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 8.0000 3,360.00 420.000 3,360 053 CONTRAST STRIPE PAINT (2-COAT) LF 4.0000 1,680.00 420.000 1,680.00 420.000 1,680 054 SIGNAL AND LIGHTING SYSTEM LS 332,000.0000 332,000.00 0.080 26,560.00 0.750 249,000 055 MODIFYING EXISTING ELECTRICAL SYSTEM LS 143,000.0000 143,000.00 0.090 12,870.00 0.800 114,400 PROGRAM CAS145 PAGE 4 DATE 06/17/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J2824 TIME 09:43 AM ESTIMATE NO. 006 BID OPENING 10/02/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: NGUYEN, HUNG DATE OF THIS ESTIMATE 06/17/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 187,644.97 1,436,833.63 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 7,829.52 7,829.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 195,474.49 1,444,663.15 056 MOBILIZATION LS 192,010.6300 192,010.63 1.000 192,010 ORIGINAL CONTRACT AMOUNT 1,920,106.38 TOTAL WORK COMPLETED 195,474.49 1,636,673.78 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 195,474.49 1,636,673.78 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 11/12/19 90 04/01/20 04/01/20 12/31/20 42 15 0 0 78% 47% PROGRESS IS SATISFACTORY NGUYEN, HUNG RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/20