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 12/23/13 EST. NO.13 TIME 12:46 PM 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 --------------------------------------------------------------------------- *** 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 12/23/13 EST. NO.13 TIME 12:46 PM 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 0.00 -1,635.00 TOTAL DEDUCTIONS 0.00 -1,635.00 PROGRAM CAS145 PAGE 1 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153004 TIME 12:46 PM ESTIMATE NO. 13 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 12/20/13 R.E. NAME: LIVINGSTON, VICTOR DATE OF THIS ESTIMATE 12/23/13 LOCATION RERUN PROGRESS 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 246 GHILOTTI AVENUE LOCATIONS IN ALAMEDA COUNTY SANTA ROSA CA 95407 BETWEEN ROUTE 84 AND THE DISTRIB- 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 0.100 500.00 0.750 3,750 002 TEMPORARY FENCE (TYPE ESA) LF 3.0000 13,590.00 1,109.000 3,327.00 4,700.000 14,100 003 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 0.060 1,800.00 0.820 24,600 004 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250 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 700.00 100.000 700.00 100.000 700 008 TEMPORARY CHECK DAM LF 8.0000 1,600.00 0.000 0 009 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 12,160.00 24.000 3,840 010 TEMPORARY HYDRAULIC MULCH SQYD 1.3000 3,900.00 1,700.000 2,210 (BONDED FIBER MATRIX) 011 STREET SWEEPING LS 10,000.0000 10,000.00 0.040 400.00 0.880 8,800 012 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 9.000 4,500 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 13,000.00 2.000 1,000.00 2.000 1,000 016 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.700 14,000 017 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.840 105,000 018 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,200.0000 2,200.00 0.000 0 019 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,500.0000 7,500.00 0.500 3,750 020 TEMPORARY RAILING (TYPE K) LF 16.0000 114,400.00 8,060.000 128,960 021 TEMPORARY CRASH CUSHION MODULE EA 200.0000 24,800.00 158.000 31,600 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 10,140.00 4,406.000 8,812 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153004 TIME 12:46 PM ESTIMATE NO. 13 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 12/20/13 R.E. NAME: LIVINGSTON, VICTOR DATE OF THIS ESTIMATE 12/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 19,600.00 492.200 17,227 024 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 0.000 0 029 REMOVE ROADSIDE SIGN EA 70.0000 280.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 030 REMOVE CULVERT (LF) LF 25.0000 14,250.00 581.800 14,545 031 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 0.000 0 034 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 9,600.00 120.000 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 0.100 2,500.00 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 4,180.000 284,240 043 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 1.000 650 046 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1700 7,480.00 123,470.000 20,989 047 MAINTAIN EXISTING IRRIGATION FACILITIES LS 4,000.0000 4,000.00 0.800 3,200 048 IRRIGATION SYSTEM LS 67,000.0000 67,000.00 0.800 53,600 049 8" WELDED STEEL PIPE CONDUIT LF 90.0000 66,600.00 680.000 61,200 (.250" THICK) PROGRAM CAS145 PAGE 3 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153004 TIME 12:46 PM ESTIMATE NO. 13 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 12/20/13 R.E. NAME: LIVINGSTON, VICTOR DATE OF THIS ESTIMATE 12/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 34.780 1,634.66 1,074.780 50,514 052 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 71.950 6,403.55 6,602.020 587,579 054 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.7500 413.25 115.000 546.25 115.000 546 055 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.7500 10,735.00 2,700.000 12,825.00 2,700.000 12,825 056 PLACE HOT MIX ASPHALT SQYD 90.0000 1,080.00 0.000 0 (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 11.000 7,700.00 513.120 359,184 (F) 059 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6500 98,641.25 0.000 0 (F) 060 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4500 12,161.25 0.000 0 (F) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,400.00 0.000 0 (0.063"-UNFRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 2,970.00 0.000 0 (0.080"-UNFRAMED) 063 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,950.0000 97,500.00 12.500 24,375.00 12.500 24,375 (SIGN FOUNDATION) 064 ROADSIDE SIGN - ONE POST EA 250.0000 3,500.00 0.000 0 065 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 3,200.00 0.000 0 METHOD) 066 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 100.00 0.000 0 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 150,400.00 324.000 25,920.00 1,880.000 150,400 069 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 60.000 7,800 071 12" CORRUGATED STEEL PIPE LF 118.0000 2,596.00 22.000 2,596 072 18" SLOTTED CORRUGATED STEEL PIPE LF 175.0000 78,750.00 150.000 26,250.00 450.000 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 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153004 TIME 12:46 PM ESTIMATE NO. 13 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 12/20/13 R.E. NAME: LIVINGSTON, VICTOR DATE OF THIS ESTIMATE 12/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (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 23.000 46,000.00 36.800 73,600 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 0.000 0 082 VEGETATION CONTROL (MINOR CONCRETE) SQYD 90.0000 34,200.00 0.000 0 083 END ANCHOR ASSEMBLY (TYPE SFT) EA 675.0000 2,700.00 0.000 0 084 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,025.0000 3,025.00 0.000 0 085 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,350.0000 9,400.00 0.000 0 086 CONCRETE BARRIER (TYPE 60C) LF 164.0000 42,640.00 0.000 0 087 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 0.000 0 089 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 18,750.00 0.000 0 090 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 12,690.00 0.000 0 091 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 3,300.00 0.000 0 092 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 370.00 0.000 0 (BROKEN 17-7) 093 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 2,400.00 0.000 0 094 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 095 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 45,000.0000 45,000.00 0.050 2,250.00 0.850 38,250 096 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 44,000.0000 44,000.00 0.050 2,200.00 0.850 37,400 097 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 70,000.0000 70,000.00 0.050 3,500.00 0.850 59,500 098 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 42,000.0000 42,000.00 0.050 2,100.00 0.850 35,700 099 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 55,000.0000 55,000.00 0.900 49,500 100 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 80,000.0000 80,000.00 0.050 4,000.00 0.850 68,000 101 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 12,000.0000 12,000.00 0.050 600.00 0.850 10,200 102 TRAFFIC OPERATIONS SYSTEM (LOCATION 8) LS 69,000.0000 69,000.00 0.050 3,450.00 0.850 58,650 103 TRAFFIC OPERATIONS SYSTEM (LOCATION 9) LS 43,000.0000 43,000.00 0.150 6,450.00 0.850 36,550 PROGRAM CAS145 PAGE 5 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153004 TIME 12:46 PM ESTIMATE NO. 13 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 12/20/13 R.E. NAME: LIVINGSTON, VICTOR DATE OF THIS ESTIMATE 12/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.450 23,850.00 0.850 45,050 105 DIAL UP MODEM EA 600.0000 1,200.00 0.000 0 106 GENERAL PACKET RADIO SYSTEM (GPRS) EA 1,900.0000 13,300.00 0.000 0 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 0.000 0 PROGRAM CAS145 PAGE 6 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153004 TIME 12:46 PM ESTIMATE NO. 13 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 12/20/13 R.E. NAME: LIVINGSTON, VICTOR DATE OF THIS ESTIMATE 12/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 219,881.46 3,749,210.19 ADJUSTMENT OF COMPENSATION 0.00 60,000.00 EXTRA WORK 0.00 319,818.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 219,881.46 4,129,028.44 110 MOBILIZATION LS 360,000.0000 360,000.00 1.000 360,000 ORIGINAL CONTRACT AMOUNT 4,617,931.75 TOTAL WORK COMPLETED 219,881.46 4,489,028.44 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,635.00 TOTAL 219,881.46 4,487,393.44 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 11/06/12 220 11/21/12 11/21/12 03/11/14 175 63 37 0 85% 68% PROGRESS IS SATISFACTORY LIVINGSTON, VICTOR RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/13