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 12/26/13 EST. NO.10 TIME 01:01 PM R.E. NAME: BUTTERS, CARL 04-4A0104 --------------------------------------------------------------------------- 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 0001 8,422.95 E.W. @ F.A.(+) 060613 N 0039.0 0002 4,351.12 110413 N 0045.0 004 0001 1,500.00 E.W. @ U.P (+) 090613 N 0043.0 007 0001 1,980.38 E.W. @ F.A.(+) 100913 N 0044.0 015 0002 37,292.07 E.W. @ L.S.(+) 121713 N 1A 0 017 0003 46,907.47 A.C. @ U.P.(+) 121813 N 1121 0 100,453.99 TOTAL THIS ESTIMATE 330,616.36 TOTAL PREVIOUS ESTIMATE 431,070.35 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 12/26/13 EST. NO.10 TIME 01:01 PM R.E. NAME: BUTTERS, CARL 04-4A0104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A0104 TIME 01:01 PM ESTIMATE NO. 10 BID OPENING 09/26/12 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: BUTTERS, CARL DATE OF THIS ESTIMATE 12/26/13 LOCATION RERUN PROGRESS ESTIMATE 04-SOL-80-30.6/38.7 ----------------------- TEICHERT CONSTRUCTION IN SOLANO COUNTY IN VACAVILLE AND 2407 COUNTY ROAD 100A DIXON FROM 0.6 MILE EAST OF LEISURE WOODLAND, CA 95616 TOWN ROAD OVERCROSSING TO 1.0 MILE WEST OF PEDRICK ROAD OVERCROSSING FED. AID NO. N O N E REPLACE EXIST CONC PVMT AND HMA ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.010 30.00 0.940 2,820 002 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.050 1,250.00 0.750 18,750 003 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500 PREVENTION PLAN 004 TEMPORARY FIBER ROLL LF 2.4000 28,800.00 12,000.000 28,800 005 TEMPORARY CONSTRUCTION ENTRANCE EA 3,300.0000 13,200.00 4.000 13,200 006 TEMPORARY CHECK DAM LF 10.0000 1,800.00 75.000 750 007 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 3,600.00 24.000 3,600 008 TEMPORARY HYDRAULIC MULCH SQYD 0.9500 9,500.00 0.000 0 (BONDED FIBER MATRIX) 009 STREET SWEEPING LS 40,000.0000 40,000.00 0.020 800.00 0.920 36,800 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.050 750.00 0.870 13,050 011 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 012 TIME-RELATED OVERHEAD (LS) LS 250,000.0000 250,000.00 0.050 12,500.00 0.850 212,500 013 CONSTRUCTION AREA SIGNS LS 17,000.0000 17,000.00 0.800 13,600 014 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.050 27,500.00 0.730 401,500 015 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1200 132,000.00 30,000.000 3,600.00 1,081,501.000 129,780 016 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 25,200.00 0.000 0 017 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 35,000.0000 35,000.00 0.050 1,750.00 0.830 29,050 018 TEMPORARY RAILING (TYPE K) LF 5.0000 66,500.00 6,520.000 32,600 019 TEMPORARY CRASH CUSHION MODULE EA 200.0000 62,000.00 0.000 0 020 TEMPORARY ALTERNARTE CRASH CUSHION EA 8,200.0000 16,400.00 0.000 0 021 NOISE MONITORING LS 1,500.0000 1,500.00 0.900 1,350 022 REMOVE SINGLE THRIE BEAM BARRIER LF 2.8000 27,132.00 9,690.000 27,132 PROGRAM CAS145 PAGE 2 DATE 12/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A0104 TIME 01:01 PM ESTIMATE NO. 10 BID OPENING 09/26/12 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: BUTTERS, CARL DATE OF THIS ESTIMATE 12/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE METAL BEAM GUARD RAILING LF 7.8000 38,532.00 127.000 990 024 REMOVE PAINTED TRAFFIC STRIPE LF 0.2500 13,625.00 0.000 0 025 REMOVE ASPHALT CONCRETE DIKE LF 1.7000 16,575.00 7,873.000 13,384 026 REMOVE CULVERT (LF) LF 45.0000 6,300.00 60.000 2,700 027 REMOVE CONCRETE PAVEMENT (CY) CY 90.0000 428,400.00 633.900 57,051.00 2,945.500 265,095 028 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 450.0000 7,200.00 15.000 6,750 029 RELOCATE CONCRETE BARRIER (TYPE K) LF 1.1000 159,500.00 44,500.000 48,950.00 145,000.000 159,500 030 ADJUST INLET EA 1,300.0000 2,600.00 1.000 1,300 031 REPLACE UNDERLYING BASE CY 980.0000 58,800.00 4.000 3,920 032 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.8000 392,400.00 200,689.000 361,240 033 REMOVE CONCRETE CURB (LF) LF 4.0000 48,800.00 2,681.000 10,724 034 REMOVE CONCRETE (CURB AND GUTTER) LF 14.0000 25,480.00 8,404.000 117,656 035 REMOVE UNSOUND CONCRETE CF 160.0000 2,400.00 0.000 0 036 REMOVE CONCRETE BARRIER (TYPE K) LF 6.0000 6,480.00 0.000 0 037 REMOVE CRASH CUSHION EA 50.0000 50.00 0.000 0 038 CLEARING AND GRUBBING (LS) LS 275,000.0000 275,000.00 0.900 247,500 039 ROADWAY EXCAVATION CY 35.0000 327,950.00 744.000 26,040.00 3,514.400 123,004 040 ROADWAY EXCAVATION (TYPE Z-2) CY 300.0000 75,000.00 0.000 0 (AERIALLY DEPOSITED LEAD) 041 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 0.800 4,800 042 SHOULDER BACKING TON 110.0000 41,800.00 1,000.000 110,000.00 1,380.000 151,800 043 DITCH EXCAVATION CY 40.0000 1,600.00 40.000 1,600 044 IMPORTED BORROW (CY) CY 17.0000 163,710.00 2,000.000 34,000.00 6,815.000 115,855 045 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.0000 25,440.00 0.000 0 CLASS B1 046 MULCH CY 70.0000 44,800.00 0.000 0 047 FIBER ROLLS LF 2.3500 27,260.00 0.000 0 048 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 580.0000 10,440.00 0.000 0 049 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1200 12,480.00 0.000 0 (SQFT) PROGRAM CAS145 PAGE 3 DATE 12/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A0104 TIME 01:01 PM ESTIMATE NO. 10 BID OPENING 09/26/12 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: BUTTERS, CARL DATE OF THIS ESTIMATE 12/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 2 AGGREGATE SUBBASE CY 23.0000 130,180.00 0.000 0 051 AGGREGATE BASE (APPROACH SLAB) CY 150.0000 12,600.00 52.000 7,800 052 AGGREGATE BASE (ABUTMENT) CY 350.0000 29,400.00 44.000 15,400 053 CLASS 3 AGGREGATE BASE (CY) CY 48.0000 366,720.00 1,833.390 88,002 054 LEAN CONCRETE BASE RAPID SETTING CY 300.0000 1,611,000.00 1,464.000 439,200 055 HOT MIX ASPHALT (TYPE A) TON 70.0000 98,700.00 0.000 0 056 HOT MIX ASPHALT (OPEN GRADED) TON 50.0000 1,840,000.00 0.000 0 057 HOT MIX ASPHALT (LEVELING) TON 70.0000 2,366,000.00 37,562.000 2,629,340 058 HOT MIX ASPHALT (25% RAP, LONG LIFE) TON 80.0000 10,480,000.00 129,810.500 10,384,840 059 HOT MIX ASPHALT (15% MAX RAP, LONG LIFE) TON 85.0000 5,873,500.00 76,979.960 6,543,296 060 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 061 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1.0000 530.00 539.740 539 PAVEMENT INTERLAYER) 062 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.3500 664,200.00 486,322.000 656,534 (PAVING FABRIC) 063 DATA CORE LS 10,000.0000 10,000.00 0.000 0 064 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 12,930.00 0.000 0 065 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 111.00 0.000 0 066 PLACE HOT MIX ASPHALT SQYD 26.0000 76,960.00 0.000 0 (MISCELLANEOUS AREA) 067 LIQUID ASPHALT (PRIME COAT) TON 1.0000 240.00 0.000 0 068 TACK COAT TON 1.0000 480.00 86.840 86 069 PRECAST PRESTRESSED CONCRETE PAVEMENT CY 740.0000 4,188,400.00 3,648.130 2,699,616 070 JOINTED PLAIN CONCRETE PAVEMENT(RAPID CY 350.0000 514,500.00 733.330 256,665 STRENGTH CONCRETE) 071 SEAL PAVEMENT JOINT LF 2.1000 8,883.00 0.000 0 072 SEAL ISOLATION JOINT LF 2.5000 45,000.00 0.000 0 073 DOWEL BAR (DRILL AND BOND) EA 28.0000 11,200.00 247.000 6,916 074 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 780.0000 93,600.00 167.100 130,338 075 CRACK EXISTING CONCRETE PAVEMENT SQYD 1.1500 364,550.00 317,000.000 364,550 076 GRIND EXISTING CONCRETE SQYD 60.0000 24,000.00 0.000 0 PAVEMENT PROGRAM CAS145 PAGE 4 DATE 12/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A0104 TIME 01:01 PM ESTIMATE NO. 10 BID OPENING 09/26/12 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: BUTTERS, CARL DATE OF THIS ESTIMATE 12/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 GRIND CONCRETE PAVEMENT(WEIGH-IN-MOTION) SQYD 1.0000 26,700.00 0.000 0 078 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,040.0000 852,800.00 567.000 589,680 (TYPE R) 079 MINOR CONCRETE (MINOR STRUCTURE) CY 325.0000 31,525.00 5.450 1,771 (F) 080 MINOR CONCRETE (BACKFILL) CY 100.0000 11,000.00 75.000 7,500 081 PAVING NOTCH EXTENSION CF 360.0000 90,720.00 304.000 109,440 082 RAPID SETTING CONCRETE PATCH CF 200.0000 3,000.00 0.000 0 083 JOINT SEAL (MR 1/2") LF 30.0000 21,090.00 0.000 0 084 JOINT SEAL (MR 1") LF 30.0000 3,510.00 0.000 0 085 BAR REINFORCING STEEL LB 0.8500 9,690.00 3,069.300 2,608 086 18" PLASTIC PIPE LF 55.0000 9,350.00 170.000 9,350 087 18" PLASTIC FLARED END SECTION EA 750.0000 1,500.00 2.000 1,500 088 MINOR CONCRETE (MISCELLANEOUS CY 1,000.0000 26,000.00 26.000 26,000 CONSTRUCTION) 089 MINOR CONCRETE (CURB AND GUTTER) CY 650.0000 28,600.00 10.000 6,500 090 MISCELLANEOUS IRON AND STEEL LB 1.2000 1,564.80 652.000 782 (F) 091 DELINEATOR (CLASS 1) EA 30.0000 6,000.00 0.000 0 092 GUARD RAILING DELINEATOR EA 25.0000 3,250.00 0.000 0 093 OBJECT MARKER (TYPE K-1) EA 35.0000 70.00 0.000 0 094 OBJECT MARKER (TYPE L-1) EA 35.0000 875.00 0.000 0 095 METAL BEAM GUARD RAILING (WOOD POST) LF 15.5000 76,570.00 0.000 0 096 VEGETATION CONTROL (MINOR CONCRETE) SQYD 30.0000 139,800.00 0.000 0 097 ALTERNATE CRASH CUSHION EA 5,000.0000 5,000.00 0.000 0 098 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 21.0000 211,260.00 0.000 0 099 TRANSITION RAILING (TYPE STB) EA 2,250.0000 94,500.00 0.000 0 100 TRANSITION RAILING (TYPE WB) EA 2,450.0000 24,500.00 0.000 0 101 END CAP (TYPE TC) EA 125.0000 3,750.00 0.000 0 102 END ANCHOR ASSEMBLY (TYPE SFT) EA 575.0000 9,200.00 0.000 0 103 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,225.0000 15,575.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A0104 TIME 01:01 PM ESTIMATE NO. 10 BID OPENING 09/26/12 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: BUTTERS, CARL DATE OF THIS ESTIMATE 12/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,750.0000 92,750.00 0.000 0 105 CONCRETE BARRIER (TYPE 60) LF 260.0000 104,000.00 120.000 31,200 106 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 92,400.00 0.000 0 107 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 5,089.00 0.000 0 108 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 8,850.00 0.000 0 109 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 501.00 0.000 0 (BROKEN 17-7) 110 4" THERMOPLASTIC TRAFFIC STRIPE (BROKEN LF 0.3800 23,484.00 0.000 0 34-14) 111 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 29,800.00 0.000 0 112 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 19,890.00 0.000 0 113 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 700.0000 700.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 114 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 305,000.0000 305,000.00 0.000 0 115 WIRELESS MAGNETOMETER VEHICLE DETECTION LS 135,000.0000 135,000.00 0.000 0 STATION PROGRAM CAS145 PAGE 6 DATE 12/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A0104 TIME 01:01 PM ESTIMATE NO. 10 BID OPENING 09/26/12 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: BUTTERS, CARL DATE OF THIS ESTIMATE 12/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 324,221.00 27,567,059.88 ADJUSTMENT OF COMPENSATION 46,907.47 220,655.55 EXTRA WORK 53,546.52 210,414.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 424,674.99 27,998,130.23 116 MOBILIZATION LS 3,044,000.0000 3,044,000.00 1.000 3,044,000 ORIGINAL CONTRACT AMOUNT 37,940,301.80 TOTAL WORK COMPLETED 424,674.99 31,042,130.23 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 424,674.99 31,042,130.23 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 12/03/12 197 04/15/13 04/15/13 08/29/14 131 8 0 0 75% 66% PROGRESS IS SATISFACTORY BUTTERS, CARL RESIDENT ENGINEER PROGRAM CAS145 DATE 12/26/13