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 10/25/17 EST. NO. 006 TIME 08:35 AM R.E. NAME: KESHAVARZI, FARSHAD 05-1C8704 --------------------------------------------------------------------------- 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 45,985.15 A.C. @ U.P.(+) 101917 N 0001 0 0002 3,000.00 E.W. @ L.S.(+) 101917 N 2 0 48,985.15 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 48,985.15 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 10/25/17 EST. NO. 006 TIME 08:35 AM R.E. NAME: KESHAVARZI, FARSHAD 05-1C8704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE POLE INSPECTION FEE -1,000.00 003 0.00 -1,000.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -2,000.00 005 0.00 -2,000.00 TOTAL DEDUCTIONS 0.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8704 TIME 08:35 AM ESTIMATE NO. 006 BID OPENING 10/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: KESHAVARZI, FARSHAD DATE OF THIS ESTIMATE 10/25/17 LOCATION PROGRESS ESTIMATE 05-SBT-156-0.0/3.0 ----------------- GRANITE ROCK COMPANY IN AND NEAR SAN JUAN BAUTISTA FROM 120 GRANITE ROCK WAY 156/101 SEPARATION TO ALAMEDA SAN JOSE CA 95136 STREET FED. AID NO. ACNH-PP15-6(21)E PAVEMENT PRESERVATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.840 4,200 003 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.750 15,000 004 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.110 27,500.00 0.950 237,500 005 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,190.00 34.000 1,190 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 17,000.0000 17,000.00 0.110 1,870.00 0.950 16,150 007 TEMPORARY RAILING (TYPE K) LF 22.0000 55,880.00 2,460.000 54,120 008 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,700.0000 16,200.00 6.000 16,200 009 JOB SITE MANAGEMENT LS 13,000.0000 13,000.00 0.110 1,430.00 0.950 12,350 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 600.0000 600.00 0.050 30.00 0.950 570 011 TEMPORARY CONCRETE WASHOUT LS 1,300.0000 1,300.00 0.050 65.00 1.000 1,300 012 TEMPORARY FENCE (TYPE ESA) LF 7.0000 6,160.00 880.000 6,160 013 TREATED WOOD WASTE LB 0.2100 6,594.00 17,394.000 3,652.74 48,700.000 10,227 014 REMOVE GUARDRAIL LF 6.4000 30,720.00 4,800.000 30,720 015 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 12,550.00 23,610.000 11,805 016 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 1,380.00 916.000 1,374 017 REMOVE PAVEMENT MARKER EA 1.0000 590.00 496.000 496 018 REMOVE ROADSIDE SIGN PANEL EA 35.0000 2,765.00 0.000 0 019 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 4.0000 2,120.00 539.370 2,157 020 REMOVE ASPHALT CONCRETE DIKE LF 0.8000 23,520.00 29,591.000 23,672 021 REMOVE CELLULAR CONFINEMENT LS 3,000.0000 3,000.00 1.000 3,000 RETAINING WALL 022 REMOVE DELINEATOR EA 10.0000 1,200.00 120.000 1,200 PROGRAM CAS145 PAGE 2 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8704 TIME 08:35 AM ESTIMATE NO. 006 BID OPENING 10/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: KESHAVARZI, FARSHAD DATE OF THIS ESTIMATE 10/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ADJUST INLET EA 4,000.0000 8,000.00 0.000 0 024 ADJUST FRAME AND COVER TO GRADE EA 1,000.0000 3,000.00 0.000 0 025 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.2000 319,000.00 145,000.000 319,000 026 REMOVE CONCRETE BARRIER LF 107.0000 8,774.00 82.000 8,774 027 REMOVE CONCRETE CY 300.0000 4,800.00 16.500 4,950 (CURB, GUTTER, AND SIDEWALK) (CY) 028 DEVELOP WATER SUPPLY LS 2,500.0000 2,500.00 0.900 2,250 029 SHOULDER BACKING TON 35.0000 121,450.00 1,647.060 57,647.10 1,647.060 57,647 030 IMPORTED BORROW (CY) CY 400.0000 21,200.00 55.000 22,000 031 PREPAVING INERTIAL PROFILER LS 2,600.0000 2,600.00 0.000 0 032 PREPAVING GRINDING DAY EA 10,000.0000 50,000.00 4.000 40,000 033 HOT MIX ASPHALT (TYPE A) TON 130.0000 530,400.00 523.000 67,990.00 3,736.020 485,682 034 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 2,210,000.00 19,963.990 1,996,399 035 DATA CORE LS 2,000.0000 2,000.00 0.000 0 036 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 11,500.00 13,350.000 13,350.00 13,350.000 13,350 037 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 800.00 804.000 804.00 804.000 804 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 14,700.00 12,793.000 12,793.00 12,793.000 12,793 039 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 2,630.00 2,627.000 2,627.00 2,627.000 2,627 040 PLACE HOT MIX ASPHALT SQYD 120.0000 7,080.00 61.880 7,425 (MISCELLANEOUS AREA) 041 TACK COAT TON 550.0000 46,750.00 48.310 26,570 042 RAIL ELEMENT WALL LF 38.0000 45,220.00 1,187.500 45,125 043 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 4,030.00 62.000 806.00 62.000 806 (0.063"-UNFRAMED) 044 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 4,350.00 60.000 870.00 60.000 870 (0.080"-UNFRAMED) 045 INSTALL ROADSIDE SIGN PANEL ON EA 120.0000 9,480.00 15.800 1,896.00 15.800 1,896 EXISTING POST 046 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 540.00 12.000 108.00 12.000 108 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 047 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,000.00 40.000 400.00 40.000 400 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 048 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.5000 1,430.00 52.000 286.00 52.000 286 PROGRAM CAS145 PAGE 3 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8704 TIME 08:35 AM ESTIMATE NO. 006 BID OPENING 10/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: KESHAVARZI, FARSHAD DATE OF THIS ESTIMATE 10/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 CONCRETE STAINING (OXIDIZING) SQYD 7.2500 15,950.00 2,312.030 16,762.22 2,312.030 16,762 050 DETECTABLE WARNING SURFACE SQFT 24.0000 2,400.00 99.200 2,380 051 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 1,300.0000 20,800.00 16.710 21,723 AND DRIVEWAY) 052 MINOR CONCRETE (CURB RAMP) CY 1,300.0000 9,100.00 6.100 7,930 053 DELINEATOR (CLASS 1) EA 35.0000 8,750.00 172.000 6,020.00 172.000 6,020 054 OBJECT MARKER EA 75.0000 1,275.00 17.000 1,275.00 17.000 1,275 055 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 84,900.00 2,837.500 85,125 056 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 45.0000 53,100.00 1,178.200 53,019 057 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 165,000.00 2,312.030 173,402 058 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 35,000.00 7.000 35,000 059 END ANCHOR ASSEMBLY (TYPE SFT) EA 825.0000 7,425.00 9.000 7,425 060 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,245.0000 16,225.00 5.000 16,225 061 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,847.0000 25,623.00 9.000 25,623 062 CONCRETE BARRIER TYPE 732B LF 340.0000 128,860.00 379.000 128,860 (MODIFIED) 063 CONCRETE BARRIER TRANSITION LF 2,100.0000 52,500.00 25.000 52,500 064 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 41,700.00 69,353.000 34,676.50 69,353.000 34,676 (ENHANCED WET NIGHT VISIBILITY) 065 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 26.00 84.000 33.60 84.000 33 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 066 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 11,960.00 30,112.000 12,044.80 30,112.000 12,044 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 067 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 6,760.00 7,398.000 7,398.00 7,398.000 7,398 (ENHANCED WET NIGHT VISIBILITY) 068 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 5.0000 17,850.00 4,020.000 20,100.00 4,020.000 20,100 MARKING (ENHANCED WET NIGHT VISIBILITY) 069 6" RUMBLE STRIP STA 14.0000 3,920.00 265.000 3,710.00 265.000 3,710 (ASPHALT CONCRETE PAVEMENT) 070 12" RUMBLE STRIP STA 14.0000 3,920.00 273.000 3,822.00 273.000 3,822 (ASPHALT CONCRETE PAVEMENT) 071 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 6,300.00 2,049.000 6,147.00 2,049.000 6,147 072 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 073 MODIFYING EXISTING ELECTRICAL SYSTEM LS 90,300.0000 90,300.00 0.170 15,351.00 0.940 84,882 PROGRAM CAS145 PAGE 4 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8704 TIME 08:35 AM ESTIMATE NO. 006 BID OPENING 10/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: KESHAVARZI, FARSHAD DATE OF THIS ESTIMATE 10/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 321,464.96 4,307,240.25 ADJUSTMENT OF COMPENSATION 45,985.15 45,985.15 EXTRA WORK 3,000.00 3,000.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 370,450.11 4,356,225.40 074 MOBILIZATION LS 378,150.0000 378,150.00 1.000 378,150 ORIGINAL CONTRACT AMOUNT 5,096,297.00 TOTAL WORK COMPLETED 370,450.11 4,734,375.40 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -3,000.00 TOTAL 370,450.11 4,731,375.40 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 12/21/16 80 05/01/17 00/00/00 10/30/17 75 31 0 0 91% 94% PROGRESS IS SATISFACTORY KESHAVARZI, FARSHAD RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/17