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 12/22/14 EST. NO. 024 TIME 08:31 AM R.E. NAME: TRUONG, HENRY 04-154204 --------------------------------------------------------------------------- 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 12/22/14 EST. NO. 024 TIME 08:31 AM R.E. NAME: TRUONG, HENRY 04-154204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-154204 TIME 08:31 AM ESTIMATE NO. 024 BID OPENING 07/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: TRUONG, HENRY DATE OF THIS ESTIMATE 12/22/14 LOCATION PROGRESS ESTIMATE 04-SCL-85-R18.0/R23.9 ----------------- PAVEX CONSTRUCTION DIVISION ON ROUTE 85, IN SANTA CLARA COUNTY 120 GRANITE ROCK WAY BETWEEN 0.4 MILE SOUTH OF ROUTE 85/ SAN JOSE, CA 95136 280 SEPARATION AND ROUTE 85/101 SEPARATION (NORTH) FED. AID NO. ACST-PP08(505)3E INSTALL RAMP METERING AND TRAFFIC ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 1.000 2,500 002 TEMPORARY REINFORCED SILT FENCE LF 18.0000 6,480.00 360.000 6,480 003 CONSTRUCTION SITE MANAGEMENT LS 12,000.0000 12,000.00 1.000 12,000 004 PREPARE STORM WATER POLLUTION LS 2,400.0000 2,400.00 1.000 2,400 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 6.0000 32,220.00 3,375.000 20,250 006 TEMPORARY SILT FENCE LF 5.0000 5,550.00 0.000 0 007 TEMPORARY CONSTRUCTION ENTRANCE EA 3,600.0000 25,200.00 1.000 3,600 008 TEMPORARY DRAINAGE INLET PROTECTION EA 390.0000 8,580.00 28.000 10,920 009 TEMPORARY HYDRAULIC MULCH SQYD 3.0000 13,950.00 5,761.000 17,283 (BONDED FIBER MATRIX) 010 STREET SWEEPING LS 3,500.0000 3,500.00 1.000 3,500 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,500.0000 2,500.00 1.000 2,500 012 RAIN EVENT ACTION PLAN EA 500.0000 24,500.00 17.000 8,500 013 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 125.0000 1,750.00 0.000 0 015 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 600,000.00 300.000 600,000 016 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 1.000 35,000 017 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 018 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.0000 7,780.00 4,476.000 8,952 019 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 2,405.00 65.000 2,405 020 TEMPORARY PAVEMENT MARKER EA 6.0000 576.00 195.000 1,170 021 PORTABLE CHANGEABLE MESSAGE SIGN LS 18,000.0000 18,000.00 1.000 18,000 022 TEMPORARY RAILING (TYPE K) LF 15.0000 42,450.00 3,040.000 45,600 PROGRAM CAS145 PAGE 2 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-154204 TIME 08:31 AM ESTIMATE NO. 024 BID OPENING 07/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: TRUONG, HENRY DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 75.0000 3,150.00 14.000 1,050 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 10.0000 7,400.00 960.000 9,600 STRIPE (HAZARDOUS WASTE) 025 NOISE MONITORING LS 1,500.0000 1,500.00 1.000 1,500 026 ABANDON CULVERT (LF) LF 83.0000 3,818.00 46.000 3,818 027 REMOVE IRRIGATION FACILITY LS 2,490.0000 2,490.00 1.000 2,490 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 2,700.00 3,509.000 10,527 029 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,140.00 283.000 849 030 REMOVE PAVEMENT MARKER EA 1.5000 255.00 170.000 255 031 REMOVE ASPHALT CONCRETE DIKE LF 5.5000 1,485.00 270.000 1,485 032 REMOVE CULVERT (LF) LF 50.0000 7,000.00 206.000 10,300 033 REMOVE INLET EA 2,235.0000 11,175.00 5.000 11,175 034 REMOVE HEADWALL EA 1,338.0000 2,676.00 2.000 2,676 035 SALVAGE CONCRETE BARRIER (TYPE K) LF 26.0000 2,080.00 0.000 0 036 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 400.00 0.000 0 037 CLEARING AND GRUBBING (LS) LS 40,000.0000 40,000.00 1.000 40,000 038 ROADWAY EXCAVATION CY 72.0000 82,080.00 1,140.000 82,080 039 ROADWAY EXCAVATION (TYPE Z-2) CY 190.0000 1,210,300.00 6,370.000 1,210,300 (AERIALLY DEPOSITED LEAD) 040 LEAD COMPLIANCE PLAN LS 1,250.0000 1,250.00 1.000 1,250 041 STRUCTURE EXCAVATION (RETAINING WALL) CY 102.0000 9,180.00 90.000 9,180 (F) 042 STRUCTURE EXCAVATION (TYPE Z-2) CY 300.0000 15,000.00 50.000 15,000 (F) (AERIALLY DEPOSITED LEAD) 043 STRUCTURE BACKFILL (RETAINING WALL) CY 70.0000 4,760.00 68.000 4,760 (F) 044 DITCH EXCAVATION CY 35.0000 22,400.00 640.000 22,400 045 IMPORTED BORROW (CY) CY 65.0000 25,350.00 390.000 25,350 046 HIGHWAY PLANTING LS 90,000.0000 90,000.00 1.000 90,000 047 EROSION CONTROL (COMPOST BLANKET) CY 280.0000 10,080.00 51.000 14,280 048 FIBER ROLLS LF 9.0000 4,230.00 470.000 4,230 049 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.5000 21,350.00 59,186.000 29,593 PROGRAM CAS145 PAGE 3 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-154204 TIME 08:31 AM ESTIMATE NO. 024 BID OPENING 07/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: TRUONG, HENRY DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 17,050.00 44,071.000 22,035 (NETTING) 051 MAINTAIN EXISTING PLANTED AREAS LS 5,100.0000 5,100.00 1.000 5,100 052 PLANT ESTABLISHMENT WORK LS 9,200.0000 9,200.00 0.160 1,472.00 0.800 7,360 053 MAINTAIN EXISTING IRRIGATION FACILITIES LS 5,100.0000 5,100.00 1.000 5,100 054 IRRIGATION SYSTEM LS 44,000.0000 44,000.00 1.000 44,000 055 8" CORRUGATED HIGH DENSITY LF 75.0000 2,850.00 38.000 2,850 POLYETHYLENE PIPE CONDUIT 056 EXTEND 8" CONDUIT LF 100.0000 3,800.00 38.000 3,800 057 CLASS 4 AGGREGATE SUBBASE TON 37.0000 14,060.00 378.000 13,986 058 HOT MIX ASPHALT TON 68.0000 775,200.00 8,900.660 605,244 059 DATA CORE LS 2,500.0000 2,500.00 1.000 2,500 060 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.6500 365.00 0.000 0 061 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.6500 1,496.50 443.000 1,616 062 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.6500 12,957.50 3,764.000 13,738 063 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.6500 766.50 261.000 952 064 PLACE HOT MIX ASPHALT SQYD 12.5000 11,750.00 940.000 11,750 (MISCELLANEOUS AREA) 065 TACK COAT TON 800.0000 4,800.00 0.000 0 066 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 140.0000 106,400.00 760.000 106,400 067 STRUCTURAL CONCRETE, RETAINING WALL CY 434.0000 31,682.00 73.000 31,682 (F) 068 MINOR CONCRETE (MINOR STRUCTURE) CY 2,300.0000 96,600.00 42.000 96,600 (F) 069 MINOR CONCRETE (BACKFILL) CY 100.0000 32,000.00 235.000 23,500 070 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 8,953.00 8,953.000 8,953 (F) 071 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.0000 53,695.00 10,739.000 53,695 (F) 072 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 10,739.00 10,739.000 10,739 (F) 073 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 56,608.00 14,152.000 56,608 (F) 074 INSTALL SIGN STRUCTURE (TRUSS) LB 1.0000 14,152.00 14,152.000 14,152 (F) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,100.00 210.000 2,100 (0.063"-UNFRAMED) 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 352.00 32.000 352 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-154204 TIME 08:31 AM ESTIMATE NO. 024 BID OPENING 07/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: TRUONG, HENRY DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 545.0000 21,255.00 39.000 21,255 (SIGN FOUNDATION) 078 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 935.0000 20,570.00 22.000 20,570 (SIGN FOUNDATION) 079 ROADSIDE SIGN - ONE POST EA 240.0000 2,400.00 10.000 2,400 080 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 120.0000 4,080.00 34.000 4,080 METHOD) 081 18" ALTERNATIVE PIPE CULVERT LF 96.0000 180,480.00 1,960.000 188,160 082 18" REINFORCED CONCRETE PIPE (CLASS II) LF 790.0000 1,580.00 2.000 1,580 083 12" SLOTTED CORRUGATED STEEL PIPE LF 260.0000 15,340.00 60.000 15,600 (.064" THICK) 084 DRAINAGE INLET MARKER EA 350.0000 700.00 0.000 0 085 18" ALTERNATIVE FLARED END SECTION EA 715.0000 2,145.00 3.000 2,145 086 ROCK SLOPE PROTECTION CY 337.0000 3,707.00 8.000 2,696 (FACING, METHOD B) (CY) 087 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 525.0000 1,575.00 3.000 1,575 (CY) 088 CONCRETE (DITCH LINING) CY 1,000.0000 18,000.00 18.000 18,000 089 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 17.5000 857.50 37.500 656 090 MINOR CONCRETE (MISCELLANEOUS CY 620.0000 7,440.00 11.000 6,820 CONSTRUCTION) 091 MISCELLANEOUS IRON AND STEEL LB 1.0000 9,563.00 9,563.000 9,563 (F) 092 4' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 1,500.00 1.000 1,500 093 OBJECT MARKER (TYPE L-1) EA 45.0000 225.00 6.000 270 094 METAL BEAM GUARD RAILING (WOOD POST) LF 23.0000 6,440.00 250.000 5,750 095 TRANSITION RAILING (TYPE WB) EA 3,500.0000 3,500.00 1.000 3,500 096 END ANCHOR ASSEMBLY (TYPE SFT) EA 760.0000 3,040.00 4.000 3,040 097 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 11,500.00 5.000 11,500 098 CRASH CUSHION, SAND FILLED EA 3,850.0000 3,850.00 1.000 3,850 099 CRASH CUSHION (ADIEM) EA 18,750.0000 18,750.00 1.000 18,750 100 CONCRETE BARRIER (TYPE 60C) LF 65.0000 77,350.00 1,190.000 77,350 101 CONCRETE BARRIER (736A MODIFIED) LF 150.0000 39,300.00 262.000 39,300 (F) 102 4" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 25,200.00 12,629.870 37,889 103 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 16,280.00 4,307.000 17,228 PROGRAM CAS145 PAGE 5 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-154204 TIME 08:31 AM ESTIMATE NO. 024 BID OPENING 07/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: TRUONG, HENRY DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 3,920.00 757.000 5,299 105 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.0000 750.00 214.000 1,070 106 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 2,320.00 339.000 2,712 107 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 1.000 3,000 SYSTEM ELEMENTS DURING CONSTRUCTION 108 TRAFFIC OPERATION SYSTEM (LOCATION 1) LS 300,000.0000 300,000.00 1.000 300,000 109 TRAFFIC OPERATION SYSTEM (LOCATION 2) LS 120,000.0000 120,000.00 1.000 120,000 110 TRAFFIC OPERATION SYSTEM (LOCATION 3) LS 30,000.0000 30,000.00 1.000 30,000 111 TRAFFIC OPERATION SYSTEM (LOCATION 4) LS 220,000.0000 220,000.00 1.000 220,000 112 TRAFFIC OPERATION SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 1.000 100,000 113 TRAFFIC OPERATION SYSTEM (LOCATION 6) LS 110,000.0000 110,000.00 1.000 110,000 114 TRAFFIC OPERATION SYSTEM (LOCATION 7) LS 300,000.0000 300,000.00 1.000 300,000 115 TRAFFIC OPERATION SYSTEM (LOCATION 8) LS 120,000.0000 120,000.00 1.000 120,000 116 TRAFFIC OPERATION SYSTEM (LOCATION 9) LS 22,000.0000 22,000.00 1.000 22,000 117 TRAFFIC OPERATION SYSTEM (LOCATION 10) LS 100,000.0000 100,000.00 1.000 100,000 118 TRAFFIC OPERATION SYSTEM (LOCATION 11) LS 55,000.0000 55,000.00 1.000 55,000 PROGRAM CAS145 PAGE 6 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-154204 TIME 08:31 AM ESTIMATE NO. 024 BID OPENING 07/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: TRUONG, HENRY DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,472.00 5,656,132.44 ADJUSTMENT OF COMPENSATION 0.00 -401,310.00 EXTRA WORK 0.00 679,150.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,472.00 5,933,973.27 119 MOBILIZATION LS 140,000.0000 140,000.00 1.000 140,000 ORIGINAL CONTRACT AMOUNT 5,982,484.00 TOTAL WORK COMPLETED 1,472.00 6,073,973.27 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,472.00 6,073,973.27 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 10/04/12 550 11/28/12 11/28/12 05/12/15 467 43 15 0 96% 83% PROGRESS IS SATISFACTORY SATISFACTORY TRUONG, HENRY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/14