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 10/21/15 EST. NO. 008 TIME 10:52 AM R.E. NAME: NIKZAD, ALI 04-4S0504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0001 11,112.50 E.W. @ L.S.(+) 040715 N 1 0 11,112.50 TOTAL THIS ESTIMATE 33,487.64 TOTAL PREVIOUS ESTIMATE 44,600.14 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 10/21/15 EST. NO. 008 TIME 10:52 AM R.E. NAME: NIKZAD, ALI 04-4S0504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM -17,119.73 007 0.00 -17,119.73 TOTAL DEDUCTIONS 0.00 -17,119.73 PROGRAM CAS145 PAGE 1 DATE 10/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4S0504 TIME 10:52 AM ESTIMATE NO. 008 BID OPENING 10/08/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 10/21/15 LOCATION RERUN PROGRESS ESTIMATE 04-SCL-9-4.2/ .0 ----------------------- RGW CONSTRUCTION, INC. IN SANTA CLARA COUNTY ON ROUTE 9 550 GREENVILLE ROAD NEAR SARATOGA 0.84 MILE WEST OF LIVERMORE CA 94550 SANBORN ROAD FED. AID NO. STP-S009(18)E CONSTRUCT TIE-BACK WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.600 7,200 003 TRAFFIC CONTROL SYSTEM LS 74,000.0000 74,000.00 0.150 11,100.00 0.900 66,600 004 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.0000 2,850.00 964.000 2,892 005 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 9.0000 216.00 35.000 315 006 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 600.00 28.000 700 007 TEMPORARY SIGNAL SYSTEM LS 120,000.0000 120,000.00 0.100 12,000.00 0.800 96,000 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,000.0000 12,000.00 0.200 2,400.00 0.800 9,600 009 TEMPORARY RAILING (TYPE K) LF 32.0000 17,920.00 280.000 8,960.00 560.000 17,920 010 TEMPORARY CRASH CUSHION MODULE EA 375.0000 8,250.00 11.000 4,125.00 22.000 8,250 011 JOB SITE MANAGEMENT LS 22,000.0000 22,000.00 0.200 4,400.00 0.900 19,800 012 PREPARE WATER POLLUTION CONTROL PROGRAM LS 700.0000 700.00 1.000 700 013 TEMPORARY HYDRAULIC MULCH SQYD 3.5000 1,750.00 0.000 0 (BONDED FIBER MATRIX) 014 TEMPORARY COVER SQYD 22.0300 1,101.50 0.000 0 015 TEMPORARY CHECK DAM LF 4.0000 480.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 350.00 1.000 350.00 2.000 700 017 TEMPORARY FIBER ROLL LF 8.0000 3,200.00 0.000 0 018 TEMPORARY SILT FENCE LF 8.0000 3,200.00 1,000.000 8,000 019 STREET SWEEPING LS 25,000.0000 25,000.00 0.250 6,250.00 0.750 18,750 020 TEMPORARY CONCRETE WASHOUT LS 3,500.0000 3,500.00 0.150 525.00 0.900 3,150 021 TEMPORARY FENCE (TYPE ESA) LF 6.5700 5,847.30 500.000 3,285 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.6500 5,035.00 1,928.000 5,109 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 10/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4S0504 TIME 10:52 AM ESTIMATE NO. 008 BID OPENING 10/08/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 10/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 1.0000 4,140.00 2,761.390 2,761.39 5,079.390 5,079 024 REMOVE GUARDRAIL LF 10.0000 4,400.00 125.000 1,250.00 439.000 4,390 025 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 216.00 0.000 0 026 REMOVE CULVERT (LF) LF 48.0000 5,760.00 20.000 960.00 70.000 3,360 027 REMOVE INLET EA 250.0000 250.00 1.000 250.00 1.000 250 028 REMOVE HEADWALL EA 250.0000 250.00 1.000 250.00 1.000 250 029 REMOVE RETAINING WALL (PORTION) (LS) LS 19,500.0000 19,500.00 1.000 19,500 030 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 7,040.00 440.000 3,520.00 440.000 3,520 031 REMOVE CONCRETE BARRIER LF 65.0000 4,810.00 74.000 4,810 032 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 1.000 25,000 033 ROADWAY EXCAVATION CY 72.0000 16,560.00 230.000 16,560.00 230.000 16,560 034 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 320.0000 102,400.00 320.000 102,400 (F) 035 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 200.0000 14,000.00 10.000 2,000.00 70.000 14,000 (F) 036 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 386.0000 52,882.00 137.000 52,882 (F) 037 LEAN CONCRETE BACKFILL CY 160.0000 33,920.00 212.000 33,920 (F) 038 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.2100 2,049.60 0.000 0 039 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8000 6,040.00 0.000 0 040 HYDROMULCH SQFT 0.2000 2,080.00 0.000 0 041 FIBER ROLLS LF 3.4000 9,452.00 0.000 0 042 HYDROSEED SQFT 0.2200 2,288.00 0.000 0 043 COMPOST SQFT 0.2400 4,848.00 0.000 0 044 HOT MIX ASPHALT (TYPE A) TON 125.0000 57,500.00 256.910 32,113.75 256.910 32,113 045 HOT MIX ASPHALT (OPEN GRADED) TON 183.0000 18,300.00 0.000 0 046 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 16.0000 3,936.00 0.000 0 (PAVING FABRIC) 047 CENTERLINE RUMBLE STRIP STA 1,000.0000 4,100.00 0.000 0 (HMA, GROUND-IN INDENTATIONS) 048 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 26.0000 338.00 0.000 0 049 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 16.0000 1,600.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4S0504 TIME 10:52 AM ESTIMATE NO. 008 BID OPENING 10/08/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 10/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 18.0000 720.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 16.0000 2,240.00 0.000 0 052 PLACE HOT MIX ASPHALT SQYD 285.0000 1,995.00 0.000 0 (MISCELLANEOUS AREA) 053 TACK COAT TON 400.0000 680.00 1.000 400.00 1.000 400 054 GROUND ANCHOR (SUBHORIZONTAL) EA 3,022.9800 154,171.98 5.000 15,114.90 51.000 154,171 055 30" DRILLED HOLE LF 63.0000 124,425.00 2,003.000 126,189 056 STEEL SOLDIER PILE (W 14 X 132) LF 100.0000 204,500.00 2,045.000 204,500 057 STRUCTURAL CONCRETE, BARRIER SLAB CY 655.0000 114,625.00 175.000 114,625.00 175.000 114,625 (F) 058 STRUCTURAL CONCRETE, WALER CY 675.0000 46,575.00 3.000 2,025.00 69.000 46,575 (F) 059 MINOR CONCRETE (MINOR STRUCTURE) CY 1,900.0000 17,100.00 6.000 11,400.00 9.000 17,100 (F) 060 BAR REINFORCING STEEL (WALER) LB 1.2000 24,660.00 20,550.000 24,660 (F) 061 TIMBER LAGGING MFBM 4,600.0000 96,600.00 21.000 96,600 (F) 062 CLEAN AND PAINT STEEL SOLDIER PILING LS 69,000.0000 69,000.00 0.100 6,900.00 1.000 69,000 063 30" ALTERNATIVE PIPE CULVERT LF 235.0000 8,460.00 16.000 3,760.00 36.000 8,460 064 24" CORRUGATED STEEL PIPE (.109" THICK) LF 245.0000 11,025.00 25.000 6,125.00 45.000 11,025 065 30" CORRUGATED STEEL PIPE (.109" THICK) LF 855.0000 5,130.00 6.000 5,130.00 6.000 5,130 066 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 230.0000 3,910.00 17.000 3,910.00 17.000 3,910 (.109" THICK) 067 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 335.0000 3,685.00 11.000 3,685.00 11.000 3,685 (.109" THICK) 068 18" ANCHOR ASSEMBLY EA 475.0000 950.00 1.000 475.00 1.000 475 069 24" ANCHOR ASSEMBLY EA 500.0000 500.00 0.000 0 070 36" ANCHOR ASSEMBLY EA 900.0000 1,800.00 2.000 1,800.00 2.000 1,800 071 36" CORRUGATED STEEL PIPE INLET LF 245.0000 4,410.00 18.000 4,410.00 18.000 4,410 (.109" THICK) 072 MISCELLANEOUS IRON AND STEEL LB 2.0000 2,612.00 1,306.000 2,612.00 1,306.000 2,612 (F) 073 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 48.0000 7,200.00 0.000 0 074 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 4,000.00 0.000 0 075 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 6,400.00 0.000 0 076 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,200.0000 3,200.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4S0504 TIME 10:52 AM ESTIMATE NO. 008 BID OPENING 10/08/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 10/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 122.0000 44,652.00 382.000 46,604.00 382.000 46,604 (F) 078 THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 5,320.00 0.000 0 079 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 750.00 0.000 0 080 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.150 225.00 0.900 1,350 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 5 DATE 10/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4S0504 TIME 10:52 AM ESTIMATE NO. 008 BID OPENING 10/08/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 10/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 338,976.04 1,535,288.32 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 11,112.50 44,600.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 350,088.54 1,579,888.46 081 MOBILIZATION LS 153,000.0000 153,000.00 1.000 153,000 ORIGINAL CONTRACT AMOUNT 1,854,455.38 TOTAL WORK COMPLETED 350,088.54 1,732,888.46 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -17,119.73 TOTAL 350,088.54 1,715,768.73 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 12/03/14 120 02/02/15 02/02/15 10/23/15 128 15 11 0 90% 97% PROGRESS IS SATISFACTORY NIKZAD, ALI RESIDENT ENGINEER PROGRAM CAS145 DATE 10/21/15