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 03/11/16 EST. NO. 019 TIME 01:41 PM R.E. NAME: CHOI, EUNMI 04-2A4304 --------------------------------------------------------------------------- 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 0103 511.45 E.W. @ F.A.(+) 071715 N 0157.2 0104 2,825.92 121515 N 0170.0 010 0007 6,183.52 E.W. @ F.A.(+) 061215 N 0143.0 013 0001 25,480.00 A.C. @ L.S.(+) 120115 N 001 0 35,000.89 TOTAL THIS ESTIMATE 2,692,610.69 TOTAL PREVIOUS ESTIMATE 2,727,611.58 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 03/11/16 EST. NO. 019 TIME 01:41 PM R.E. NAME: CHOI, EUNMI 04-2A4304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAIL TO PAY UTILITY -11,303.72 015 FAIL TO PAY UTILITY 11,303.72 018 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY NO ANNUAL EEO REPORT -2,000.00 015 NO ANNUAL REPORT 2,000.00 016 NO FINAL REPORT /CPM -1,000.00 017 NO FINAL REPORT/CPM 1,000.00 019 1,000.00 0.00 TOTAL DEDUCTIONS 1,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/11/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A4304 TIME 01:41 PM ESTIMATE NO. 019 BID OPENING 09/24/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/16/15 R.E. NAME: CHOI, EUNMI DATE OF THIS ESTIMATE 03/11/16 LOCATION RERUN FINAL ESTIMATE 04-SCL-9-2.5/7.0 -------------------- RGW CONSTRUCTION, INC IN SANTA CLARA COUNTY ON ROUTE 9 MICHAEL BETTI 550 GREENVILLE ROAD LIVERMORE, CA 94550 FED. AID NO. SSTP-S009(19)E WIDEN ROADWAY FOR REALIGNMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 500.0000 175,000.00 350.000 175,000 003 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 1.000 4,000 004 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 005 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 1,350.00 387.000 1,161 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 3,240.00 3,392.000 3,392 007 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 2,880.00 59.000 2,655 008 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 103,000.0000 103,000.00 1.000 103,000 009 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 130,000.0000 130,000.00 1.000 130,000 010 TEMPORARY SIGNAL SYSTEM (LOCATION 3) LS 96,000.0000 96,000.00 1.000 96,000 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 1.000 30,000 012 TEMPORARY RAILING (TYPE K) LF 14.0000 83,580.00 2,960.000 41,440 013 TEMPORARY CRASH CUSHION MODULE EA 110.0000 24,200.00 88.000 9,680 014 TEMPORARY TRAFFIC SCREEN LF 5.5000 30,085.00 2,930.000 16,115 015 JOB SITE MANAGEMENT LS 40,000.0000 40,000.00 1.000 40,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 39,000.00 10.000 5,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 28,800.00 1.000 600 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 020 MOVE-IN/MOVE-OUT EA 1,025.0000 2,050.00 0.000 0 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 2.7000 3,240.00 0.000 0 (BONDED FIBER MATRIX) 022 TEMPORARY COVER SQYD 11.0000 1,320.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 03/11/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A4304 TIME 01:41 PM ESTIMATE NO. 019 BID OPENING 09/24/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/16/15 R.E. NAME: CHOI, EUNMI DATE OF THIS ESTIMATE 03/11/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 13.0000 3,250.00 0.000 0 024 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 1,800.00 21.000 3,150 025 TEMPORARY FIBER ROLL LF 5.0000 11,500.00 1,140.000 5,700 026 TEMPORARY SILT FENCE LF 7.0000 8,890.00 463.000 3,241 027 TEMPORARY CONSTRUCTION ENTRANCE EA 2,750.0000 16,500.00 6.000 16,500 028 STREET SWEEPING LS 1,000.0000 1,000.00 1.000 1,000 029 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 030 TEMPORARY FENCE (TYPE ESA) LF 5.5000 25,630.00 5,350.000 29,425 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 7,590.00 7,610.000 7,610 STRIPE (HAZARDOUS WASTE) 032 REMOVE PIPE (LF) LF 11.0000 517.00 47.000 517 033 REMOVE INLET EA 125.0000 500.00 4.000 500 034 SALVAGE METAL BEAM GUARD RAILING LF 12.0000 4,320.00 481.500 5,778 035 RECONSTRUCT METAL BEAM GUARD RAILING LF 25.0000 1,825.00 75.000 1,875 036 ADJUST FRAME AND COVER TO GRADE EA 2,800.0000 2,800.00 0.000 0 037 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 1.000 100,000 038 ROADWAY EXCAVATION CY 43.0000 571,900.00 7,842.320 337,219 039 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 75.0000 52,500.00 700.000 52,500 (F) 040 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 110.0000 80,850.00 756.000 83,160 (F) 041 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 70.0000 3,920.00 56.000 3,920 (F) 042 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 250.0000 14,000.00 56.000 14,000 (F) 043 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 350.0000 113,750.00 325.000 113,750 (F) 044 LEAN CONCRETE BACKFILL CY 300.0000 52,500.00 175.000 52,500 (F) 045 HYDROSEED SQFT 0.3000 4,710.00 8,055.000 2,416 046 COMPOST SQFT 0.4500 7,065.00 8,055.000 3,624 047 CLASS 2 AGGREGATE BASE (CY) CY 21.5000 97,825.00 2,493.000 53,599 048 HOT MIX ASPHALT (TYPE A) TON 100.0000 289,000.00 0.000 0 049 CENTERLINE RUMBLE STRIP (GROUND-IN) STA 210.0000 7,980.00 38.970 8,183 PROGRAM CAS145 PAGE 3 DATE 03/11/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A4304 TIME 01:41 PM ESTIMATE NO. 019 BID OPENING 09/24/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/16/15 R.E. NAME: CHOI, EUNMI DATE OF THIS ESTIMATE 03/11/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 A) LF 6.0000 5,640.00 922.000 5,532 051 TACK COAT TON 650.0000 4,810.00 0.500 325 052 SOIL NAIL LF 26.0000 340,080.00 11,910.000 309,660 053 30" DRILLED HOLE LF 31.0000 82,956.00 2,676.000 82,956 054 STEEL SOLDIER PILE (W14 X 211) LF 197.0000 527,172.00 2,676.000 527,172 055 STRUCTURAL CONCRETE, APRON CY 480.0000 80,640.00 168.000 80,640 (F) 056 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 12,780.00 14.110 12,699 (F) 057 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 155,280.00 129,941.000 155,929 (F) 058 SCULPTED SHOTCRETE SQFT 9.0000 105,309.00 11,919.000 107,271 (F) 059 STRUCTURAL SHOTCRETE CY 506.0000 282,854.00 565.000 285,890 (F) 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 320.00 16.000 320 (0.063"-UNFRAMED) 061 ROADSIDE SIGN - ONE POST EA 260.0000 1,040.00 4.000 1,040 062 TIMBER LAGGING MFBM 3,800.0000 140,600.00 37.000 140,600 (F) 063 CLEAN AND PAINT STEEL SOLDIER PILING LS 73,000.0000 73,000.00 1.000 73,000 064 PREPARE AND STAIN SCULPTED SHOTCRETE SQFT 2.3000 26,912.30 11,919.000 27,413 065 18" REINFORCED CONCRETE PIPE LF 106.0000 36,040.00 330.800 35,064 066 18" CORRUGATED STEEL PIPE (.109" THICK) LF 335.0000 15,075.00 45.000 15,075 067 36" PRECAST CONCRETE PIPE INLET LF 700.0000 3,080.00 0.000 0 068 MINOR CONCRETE (MISCELLANEOUS CY 420.0000 1,722.00 4.100 1,722 CONSTRUCTION) 069 MISCELLANEOUS IRON AND STEEL LB 2.0000 4,570.00 2,151.000 4,302 (F) 070 MISCELLANEOUS METAL (SAFETY HOOKUP) LB 14.0000 12,292.00 878.000 12,292 (F) 071 DELINEATOR (CLASS 1) EA 45.0000 2,025.00 45.000 2,025 072 GUARD RAILING DELINEATOR EA 25.0000 400.00 9.000 225 073 OBJECT MARKER (TYPE L) EA 50.0000 200.00 4.000 200 074 METAL BEAM GUARD RAILING (STEEL POST) LF 32.0000 27,200.00 530.000 16,960 075 VEGETATION CONTROL (MINOR CONCRETE) SQYD 62.0000 23,560.00 182.630 11,323 076 TRANSITION RAILING (TYPE WB) EA 3,200.0000 3,200.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/11/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A4304 TIME 01:41 PM ESTIMATE NO. 019 BID OPENING 09/24/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/16/15 R.E. NAME: CHOI, EUNMI DATE OF THIS ESTIMATE 03/11/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 750.00 1.000 750 078 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 6,000.00 1.000 3,000 079 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 105.0000 113,190.00 1,078.000 113,190 (F) 080 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 265.0000 10,070.00 38.000 10,070 (F) 081 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 8,100.00 16,667.000 12,500 082 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 1,440.00 1,058.000 4,761 PROGRAM CAS145 PAGE 5 DATE 03/11/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A4304 TIME 01:41 PM ESTIMATE NO. 019 BID OPENING 09/24/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/16/15 R.E. NAME: CHOI, EUNMI DATE OF THIS ESTIMATE 03/11/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 3,726,121.22 ADJUSTMENT OF COMPENSATION 25,480.00 1,186,892.46 EXTRA WORK 9,520.89 1,540,719.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 35,000.89 6,453,732.80 083 MOBILIZATION LS 453,000.0000 453,000.00 1.000 453,000 ORIGINAL CONTRACT AMOUNT 4,959,174.30 TOTAL WORK COMPLETED 35,000.89 6,906,732.80 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 0.00 TOTAL 36,000.89 6,906,732.80 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/09/13 350 04/15/14 04/15/14 10/16/15 350 16 0 0 100% 100% CHOI, EUNMI RESIDENT ENGINEER PROGRAM CAS145 DATE 03/11/16