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 07/31/14 EST. NO.19 TIME 10:33 AM R.E. NAME: LIVINGSTON, VICTOR 04-153004 --------------------------------------------------------------------------- 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 0046 7,032.56 E.W. @ F.A.(+) 050214 N 0145.0 0046-1 -7,032.56 050214 N 0145.0 DAO CORRECTING ENTRY 0047 6,115.27 050214 N 146 0 007 0002 3,251.98 E.W. @ F.A.(+) 052813 N 0147.0 0003 3,795.93 031114 N 0148.0 0003-1 -3,795.93 031114 N 0148.0 DAO CORRECTING ENTRY 0004 3,630.88 102913 N 149 0 010 0028 708.40 E.W. @ F.A.(+) 102913 N 0146.0 13,706.53 TOTAL THIS ESTIMATE 646,789.22 TOTAL PREVIOUS ESTIMATE 660,495.75 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 07/31/14 EST. NO.19 TIME 10:33 AM R.E. NAME: LIVINGSTON, VICTOR 04-153004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CL 3 AB FAILED -1,635.00 09 CPM MONTHLY UPDATES -158,379.32 11 REV CPM DED FOR 1013 158,379.32 12 FAB SITE>THAN 300 MI -5,000.00 15 0.00 -6,635.00 TOTAL DEDUCTIONS 0.00 -6,635.00 PROGRAM CAS145 PAGE 1 DATE 07/31/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153004 TIME 10:33 AM ESTIMATE NO. 19 BID OPENING 07/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/11/14 R.E. NAME: LIVINGSTON, VICTOR DATE OF THIS ESTIMATE 07/31/14 LOCATION RERUN FINAL ESTIMATE 04-ALA-92-4.1/6.0 -------------------- 04-ALA-880-10.0/33.9 GHILOTTI CONSTRUCTION COMPANY ON ROUTES 92 AND 880 AT VARIOUS INC. LOCATIONS IN ALAMEDA COUNTY 246 GHILOTTI AVENUE BETWEEN ROUTE 84 AND THE DISTRIB- SANTA ROSA, CA 95407 UTION STRUCTURE IN OAKLAND. FED. AID NO. ACNH-X001(567)E INSTALL RAMP METERING, WIDEN RAMPS ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.850 4,250 002 TEMPORARY FENCE (TYPE ESA) LF 3.0000 13,590.00 6,110.000 18,330 003 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 1.000 30,000 004 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 3.5000 9,100.00 0.000 0 006 TEMPORARY SILT FENCE LF 4.5000 3,150.00 700.000 3,150 007 TEMPORARY COVER SQYD 7.0000 700.00 100.000 700 008 TEMPORARY CHECK DAM LF 8.0000 1,600.00 0.000 0 009 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 12,160.00 31.000 4,960 010 TEMPORARY HYDRAULIC MULCH SQYD 1.3000 3,900.00 3,000.000 3,900 (BONDED FIBER MATRIX) 011 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 1.000 10,000 013 RAIN EVENT ACTION PLAN EA 500.0000 21,000.00 17.000 8,500 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 13,000.00 4.000 2,000 016 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000 017 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 1.000 125,000 018 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,200.0000 2,200.00 1.000 2,200 019 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,500.0000 7,500.00 1.000 7,500 020 TEMPORARY RAILING (TYPE K) LF 16.0000 114,400.00 8,060.000 128,960 021 TEMPORARY CRASH CUSHION MODULE EA 200.0000 24,800.00 135.000 27,000 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 10,140.00 4,406.000 8,812 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 07/31/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153004 TIME 10:33 AM ESTIMATE NO. 19 BID OPENING 07/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/11/14 R.E. NAME: LIVINGSTON, VICTOR DATE OF THIS ESTIMATE 07/31/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON CULVERT (LF) LF 35.0000 19,600.00 560.000 19,600 024 REMOVE METAL BEAM GUARD RAILING LF 7.0000 7,280.00 1,040.000 7,280 025 REMOVE FLARED END SECTION EA 300.0000 1,200.00 4.000 1,200 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 6,084.00 5,070.000 6,084 027 REMOVE PAVEMENT MARKER EA 1.0000 220.00 220.000 220 028 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 400.00 3.000 300 029 REMOVE ROADSIDE SIGN EA 70.0000 280.00 5.000 350 (STRAP AND SADDLE BRACKET METHOD) 030 REMOVE CULVERT (LF) LF 25.0000 14,250.00 570.000 14,250 031 REMOVE INLET EA 550.0000 6,600.00 12.000 6,600 032 REMOVE MANHOLE EA 1,000.0000 1,000.00 1.000 1,000 033 RELOCATE ROADSIDE SIGN EA 200.0000 2,000.00 10.000 2,000 034 ADJUST INLET EA 2,000.0000 2,000.00 1.000 2,000 035 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.3000 41,580.00 12,600.000 41,580 036 REMOVE CONCRETE (CY) CY 80.0000 9,600.00 120.000 9,600 037 REMOVE CONCRETE BARRIER LF 30.0000 3,300.00 110.000 3,300 038 CAP INLET EA 1,500.0000 4,500.00 3.000 4,500 039 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 1.000 25,000 040 ROADWAY EXCAVATION CY 40.0000 424,000.00 10,600.000 424,000 041 LEAD COMPLIANCE PLAN EA 3,500.0000 3,500.00 1.000 3,500 042 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) CY 68.0000 284,240.00 6,106.470 415,239 043 EROSION CONTROL (COMPOST BLANKET) CY 60.0000 1,620.00 27.000 1,620 044 FIBER ROLLS LF 3.8000 5,396.00 2,220.000 8,436 045 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 650.0000 2,600.00 4.000 2,600 046 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1700 7,480.00 218,470.000 37,139 047 MAINTAIN EXISTING IRRIGATION FACILITIES LS 4,000.0000 4,000.00 1.000 4,000 048 IRRIGATION SYSTEM LS 67,000.0000 67,000.00 1.000 67,000 049 8" WELDED STEEL PIPE CONDUIT LF 90.0000 66,600.00 740.000 66,600 (.250" THICK) PROGRAM CAS145 PAGE 3 DATE 07/31/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153004 TIME 10:33 AM ESTIMATE NO. 19 BID OPENING 07/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/11/14 R.E. NAME: LIVINGSTON, VICTOR DATE OF THIS ESTIMATE 07/31/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 4 AGGREGATE SUBBASE CY 42.0000 81,060.00 1,930.000 81,060 051 CLASS 3 AGGREGATE BASE (CY) CY 47.0000 48,880.00 1,040.000 48,880 052 LEAN CONCRETE BASE CY 170.0000 130,900.00 770.000 130,900 053 HOT MIX ASPHALT (TYPE A) TON 89.0000 536,670.00 6,602.020 587,579 054 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.7500 413.25 115.000 546 055 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.7500 10,735.00 2,772.000 13,167 056 PLACE HOT MIX ASPHALT SQYD 90.0000 1,080.00 12.000 1,080 (MISCELLANEOUS AREA) 057 TACK COAT TON 6,500.0000 5,200.00 0.800 5,200 058 MINOR CONCRETE (MINOR STRUCTURE) CY 700.0000 364,000.00 520.000 364,000 (F) 059 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6500 98,641.25 27,025.000 98,641 (F) 060 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4500 12,161.25 27,025.000 12,161 (F) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,400.00 219.000 2,190 (0.063"-UNFRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 2,970.00 68.000 748 (0.080"-UNFRAMED) 063 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,950.0000 97,500.00 50.000 97,500 (SIGN FOUNDATION) 064 ROADSIDE SIGN - ONE POST EA 250.0000 3,500.00 8.000 2,000 065 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 3,200.00 32.000 3,200 METHOD) 066 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 100.00 2.000 200 EXISTING POST 067 12" ALTERNATIVE PIPE CULVERT LF 185.0000 2,220.00 12.000 2,220 068 18" ALTERNATIVE PIPE CULVERT LF 80.0000 150,400.00 1,950.000 156,000 069 12" REINFORCED CONCRETE PIPE LF 185.0000 4,440.00 20.000 3,700 070 18" REINFORCED CONCRETE PIPE LF 130.0000 7,800.00 164.000 21,320 071 12" CORRUGATED STEEL PIPE LF 118.0000 2,596.00 22.000 2,596 072 18" SLOTTED CORRUGATED STEEL PIPE LF 175.0000 78,750.00 450.000 78,750 (.079" THICK) 073 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 35.0000 9,450.00 270.000 9,450 074 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 60.0000 33,000.00 550.000 33,000 075 12" ALTERNATIVE FLARED END SECTION EA 300.0000 300.00 1.000 300 076 18" ALTERNATIVE FLARED END SECTION EA 500.0000 2,500.00 5.000 2,500 PROGRAM CAS145 PAGE 4 DATE 07/31/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153004 TIME 10:33 AM ESTIMATE NO. 19 BID OPENING 07/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/11/14 R.E. NAME: LIVINGSTON, VICTOR DATE OF THIS ESTIMATE 07/31/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 2,200.0000 660.00 0.300 660 (CY) 078 GABION CY 170.0000 224,400.00 1,350.680 229,615 079 MINOR CONCRETE (MISCELLANEOUS CY 2,000.0000 116,000.00 72.500 145,000 CONSTRUCTION) 080 MISCELLANEOUS IRON AND STEEL LB 1.2500 13,040.00 10,432.000 13,040 (F) 081 METAL BEAM GUARD RAILING LF 45.5000 14,560.00 333.000 15,151 082 VEGETATION CONTROL (MINOR CONCRETE) SQYD 90.0000 34,200.00 456.000 41,040 083 END ANCHOR ASSEMBLY (TYPE SFT) EA 675.0000 2,700.00 4.000 2,700 084 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,025.0000 3,025.00 1.000 3,025 085 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,350.0000 9,400.00 5.000 11,750 086 CONCRETE BARRIER (TYPE 60C) LF 164.0000 42,640.00 260.000 42,640 087 CONCRETE BARRIER (TYPE 732) LF 67.0000 64,990.00 970.000 64,990 088 CONCRETE BARRIER (TYPE 736B) LF 100.0000 6,700.00 67.000 6,700 089 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 18,750.00 11,505.000 17,257 090 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 12,690.00 5,128.000 15,384 091 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 3,300.00 753.000 4,518 092 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 370.00 444.000 444 (BROKEN 17-7) 093 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 2,400.00 551.000 3,306 094 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 1.000 500 SYSTEM ELEMENTS DURING CONSTRUCTION 095 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 45,000.0000 45,000.00 1.000 45,000 096 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 44,000.0000 44,000.00 1.000 44,000 097 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 70,000.0000 70,000.00 1.000 70,000 098 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 42,000.0000 42,000.00 1.000 42,000 099 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 55,000.0000 55,000.00 1.000 55,000 100 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 80,000.0000 80,000.00 1.000 80,000 101 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 12,000.0000 12,000.00 1.000 12,000 102 TRAFFIC OPERATIONS SYSTEM (LOCATION 8) LS 69,000.0000 69,000.00 1.000 69,000 103 TRAFFIC OPERATIONS SYSTEM (LOCATION 9) LS 43,000.0000 43,000.00 1.000 43,000 PROGRAM CAS145 PAGE 5 DATE 07/31/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153004 TIME 10:33 AM ESTIMATE NO. 19 BID OPENING 07/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/11/14 R.E. NAME: LIVINGSTON, VICTOR DATE OF THIS ESTIMATE 07/31/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TRAFFIC OPERATIONS SYSTEM (LOCATION 10) LS 53,000.0000 53,000.00 1.000 53,000 105 DIAL UP MODEM EA 600.0000 1,200.00 2.000 1,200 106 GENERAL PACKET RADIO SYSTEM (GPRS) EA 1,900.0000 13,300.00 7.000 13,300 WIRELESS MODEM ASSEMBLY 107 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 108 GEOSYNTHETIC REINFORCEMENT SQYD 3.0000 11,670.00 3,890.000 11,670 109 CRASH CUSHION, SAND FILLED EA 3,000.0000 3,000.00 1.000 3,000 PROGRAM CAS145 PAGE 6 DATE 07/31/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153004 TIME 10:33 AM ESTIMATE NO. 19 BID OPENING 07/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/11/14 R.E. NAME: LIVINGSTON, VICTOR DATE OF THIS ESTIMATE 07/31/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,516,042.99 ADJUSTMENT OF COMPENSATION 0.00 62,805.00 EXTRA WORK 13,706.53 597,690.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,706.53 5,176,538.74 110 MOBILIZATION LS 360,000.0000 360,000.00 1.000 360,000 ORIGINAL CONTRACT AMOUNT 4,617,931.75 TOTAL WORK COMPLETED 13,706.53 5,536,538.74 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -6,635.00 TOTAL 13,706.53 5,529,903.74 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 11/06/12 220 11/21/12 11/21/12 04/11/14 256 78 36 0 100% 100% LIVINGSTON, VICTOR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/31/14