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 11/05/15 EST. NO. 057 TIME 02:11 PM R.E. NAME: GILCHRIST,WILLIAM 12-071634 --------------------------------------------------------------------------- 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 0783 582.69 E.W. @ F.A.(+) 012815 N 2883.0 0784 1,324.38 021315 N 2941.0 0813 1,848.53 021315 N 2941.1 0820 723.97 121814 N 2681.1 0827 603.08 042712 N 3259.2 0828 1,870.54 091114 N 2616.1 002 0070 2,002.95 E.W. @ F.A.(+) 012315 N 3106.0 0071 321.22 030915 N 3109.0 0074 3,111.86 022515 N 3108.1 0077 625.60 060614 N 3100.1 0078 299.77 050514 N 3082.1 0079 779.82 070914 N 3091.1 0080 2,311.36 081414 N 3085.1 0081 535.26 082214 N 3084.1 0082 419.08 081914 N 3083.1 0083 621.71 050214 N 3081.1 010 0168 1,161.46 E.W. @ F.A.(+) 110814 N 2568.0 0169 1,853.57 111314 N 2569.0 0170 2,148.02 111414 N 2570.0 0188 1,617.01 012015 N 2864.0 0189 1,248.62 012115 N 2868.0 0190 914.26 012215 N 2874.0 0200 2,264.94 011515 N 2783.1 0201 3,789.21 011615 N 2784.1 025 0168 2,143.10 E.W. @ F.A.(+) 012715 N 2733.0 0173 2,809.81 030515 N 2982.1 0174 1,201.20 030615 N 2983.1 0175 1,574.92 031015 N 2985.2 0176 4,138.47 031315 N 2987.1 0177 360.82 031215 N 2986.1 0178 654.50 031015 N 2985.3 0181 1,522.24 021314 N 2123.1 0182 2,625.75 011515 N 2775.1 0183 2,931.01 011615 N 2776.1 0184 2,625.75 011915 N 2777.1 048 0172 1,870.54 E.W. @ F.A.(+) 111414 N 2433.0 0173 1,870.54 112114 N 2448.0 0174 1,870.54 100914 N 2607.0 0204 961.49 012315 N 2879.0 0234 3,163.45 122214 N 3203.0 0239 382.80 102014 N 3269.0 0271 1,631.46 121514 N 2744.2 0272 1,347.88 121814 N 2745.2 0273 3,103.14 121914 N 2746.3 0279 208.90 120914 N 2608.1 0286 339.25 073014 N 3087.1 0287 424.91 071714 N 3093.1 0288 424.91 071014 N 3092.1 0289 157.87 080714 N 3086.1 0290 110.73 121814 N 2745.3 0292 1,870.54 111214 N 2432.3 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 11/05/15 EST. NO. 057 TIME 02:11 PM R.E. NAME: GILCHRIST,WILLIAM 12-071634 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 059 0008 1,139.94 E.W. @ F.A.(+) 011614 N 2687.0 068 0002 51,059.84 A.C. @ U.P.(+) 102115 N 1002 0 081 0016 12,935.47 E.W. @ U.P (+) 102915 N 1016 0 118 0077 1,648.54 E.W. @ F.A.(+) 121814 N 3137.1 138 0093 1,870.54 E.W. @ F.A.(+) 111314 N 2443.0 0103 1,870.54 102314 N 2441.0 0138 1,635.29 011415 N 3265.1 145 0014 195.90 E.W. @ F.A.(+) 082613 N 2130.1 0015 858.85 083013 N 2131.1 0016 391.78 083013 N 2132.1 153 0027 2,603.98 E.W. @ F.A.(+) 051214 N 3189.0 0044 2,725.74 102413 N 2150.1 154 0009 363.00 E.W. @ F.A.(+) 121213 N 2152.1 0010 600.79 122313 N 2153.1 0012 1,450.31 103113 N 1012 0 0013 2,415.47 103113 N 2763.1 157 0085 1,271.96 E.W. @ F.A.(+) 092914 N 2621.0 0088 1,050.31 111314 N 2624.0 0089 720.40 111414 N 2625.0 0091 704.00 111314 N 2624.1 0092 587.38 111414 N 2625.1 0102 196.67 040814 N 2155.1 0105 16,556.01 082714 N 2026.2 161 0003 1,123.42 E.W. @ F.A.(+) 111414 N 2603.1 0004 2,952.74 111814 N 2604.1 0019 736.37 121514 N 2697.0 0020 1,049.36 120814 N 2698.0 0021 2,425.72 120914 N 2699.0 0022 5,329.16 121114 N 2700.0 0029 462.17 010615 N 2915.0 0031 4,712.43 010715 N 2917.0 0032 3,606.10 010915 N 2918.0 0033 1,040.99 012915 N 2919.0 0034 2,302.10 011215 N 2922.0 0035 1,064.95 021015 N 2921.0 0036 2,668.05 021615 N 2923.0 0037 382.68 020615 N 2920.0 0038 2,580.45 012915 N 2885.0 0039 2,004.24 013015 N 2887.0 0040 2,004.24 020215 N 2888.0 0041 2,004.24 020315 N 2889.0 0042 789.36 020515 N 2892.0 0043 3,694.75 021715 N 2945.0 0046 715.77 020515 N 2892.1 0047 6,868.50 012915 N 2885.1 0048 2,463.86 013015 N 2887.1 0049 1,540.00 020215 N 2888.1 0050 188.49 020315 N 2889.1 0052 2,514.14 012915 N 2919.1 0053 1,575.22 021015 N 2921.1 0056 2,704.38 030915 N 2998.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 11/05/15 EST. NO. 057 TIME 02:11 PM R.E. NAME: GILCHRIST,WILLIAM 12-071634 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0058 5,642.37 021115 N 3044.0 0059 4,012.58 021215 N 3045.0 0064 365.65 021815 N 3188.0 0068 1,754.50 030915 N 2998.1 0070 1,698.50 122214 N 3180.0 0071 474.05 010615 N 3181.0 0076 394.82 021615 N 2923.2 0077 5,087.71 091014 N 2457.1 0078 5,465.02 010915 N 2918.2 0079 6,757.88 011915 N 3218.1 0080 1,388.33 102314 N 2629.1 0081 1,572.98 102714 N 2630.1 0082 851.50 110714 N 2631.1 0083 640.54 111214 N 2634.1 0084 736.50 111314 N 2635.2 0085 80.20 111314 N 2635.3 0086 1,263.39 111414 N 2638.1 0090 1,188.00 021715 N 3187.3 0091 71.87 021815 N 3188.1 163 0070 347.41 E.W. @ F.A.(+) 010714 N 2157.1 0072 4,559.31 032814 N 2161.1 168 0011 713.23 E.W. @ F.A.(+) 042214 N 1831.1 0013 3,817.97 032814 N 3151.0 0014 780.46 040214 N 3152.0 0015 202.93 041814 N 3153.0 0016 3,011.67 042414 N 3154.0 0017 6,900.30 102115 N 1017 0 0017-1 -6,900.30 102115 N 1017 0 DAO CORRECTING ENTRY 0017-2 6,494.00 102115 N 1017 0 DAO CORRECTING ENTRY 175 0013 2,296.46 E.W. @ F.A.(+) 060514 N 2702.0 0014 1,183.97 062414 N 2703.0 0016 2,314.75 062514 N 2705.0 0017 650.78 062514 N 2706.0 0018 2,665.30 042514 N 2601.2 181 0007-1 -292.50 E.W. @ F.A.(+) 092314 N 2092.0 DAO CORRECTING ENTRY 0007-2 292.50 092314 N 2092.1 DAO CORRECTING ENTRY 0071 218.82 092214 N 2655.1 0072 553.22 091914 N 2709.4 187 0007 876.83 E.W. @ F.A.(+) 092914 N 2238.1 0008 1,226.47 011415 N 3265.2 190 0006 1,733.73 E.W. @ F.A.(+) 082814 N 2710.0 0007 2,067.67 082914 N 2711.0 204 0042 4,769.49 E.W. @ F.A.(+) 022015 N 3027.1 0050 286.87 120314 N 2528.1 0052 1,518.00 012915 N 2873.1 206 0013 4,701.56 E.W. @ F.A.(+) 010815 N 2833.1 328,099.31 TOTAL THIS ESTIMATE 13,427,335.90 TOTAL PREVIOUS ESTIMATE 13,755,435.21 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 11/05/15 EST. NO. 057 TIME 02:11 PM R.E. NAME: GILCHRIST,WILLIAM 12-071634 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-SUBMIT CEM 4401 -10,000.00 014 RETURN DED CEM 4401 10,000.00 016 LATE CLOSURE REOPEN -78,200.00 017 SOLID WASTE SUBMIT 10,000.00 026 LATE CLOSURE OPENING -6,600.00 038 WRONG RET #26 -10,000.00 038 LATE CLOSURE OPENING -316,700.00 043 CORRECT DEDUC LATE -66,400.00 052 RESTAKING CHARGES -36,465.00 052 RET LATECLOSURE DEDU 96,900.00 056 0.00 -407,465.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,000.00 003 MISSING PAYROLLS 2,000.00 004 RESTITUTION CHKS REQ -5,000.00 007 RET DEDUC. PAYROLLS 5,000.00 010 UNDERPAY WAGES/MISCL -5,000.00 016 MISSING WORK CLASS -2,000.00 018 CORRECTED PAYROLLS 2,000.00 019 APPRENTICE WORKING -5,000.00 020 UNDERPAYMENT SUNDAYS -5,000.00 020 RET DED APPRNT WORKG 5,000.00 023 RET DED UNDERPAYWAGE 5,000.00 023 UNDERPAYMENT SUNDAYS 5,000.00 026 CROSSTOWN ELECTRICAL -2,000.00 036 MCCANTS TRUCKING -5,000.00 036 CROSSTOWN ELECTRICAL 2,000.00 043 MCCANTS TRUCKING 5,000.00 043 APRIL 21,2015 LETTER -5,000.00 052 RET PARTIALLY RESLVD 2,000.00 054 RET DEDUC #52 & #54 3,000.00 056 0.00 0.00 LIQUIDATED DAMAGES LATE CLOSURE/OPENING -66,400.00 022 SHOULD BE ADM LATE 66,400.00 052 0.00 0.00 TOTAL DEDUCTIONS 0.00 -407,465.00 PROGRAM CAS145 PAGE 1 DATE 11/05/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 02:11 PM ESTIMATE NO. 057 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/23/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 11/05/15 LOCATION SEMI-FINAL ESTIMATE 12-ORA-22-0.6/0.9 ------------------- ATKINSON CONTRACTORS L P IN ORANGE COUNTY IN SEAL BEACH, 18201 VON KARMAN AVE., STE800 LONG BEACH AND LOS ALAMITOS ON IRVINE, CA 92612 ROUTES 22, 405 AND 605 FED. AID NO. CMLN-6071(71) ,N-6071(71) RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 6,000.0000 6,000.00 1.000 6,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 7,000.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 2,540.0000 3,251,200.00 1,474.000 3,743,960 004 TEMPORARY FENCE LF 6.5000 98,150.00 5,350.000 34,775 005 TEMPORARY SUPPORT LS 125,000.0000 125,000.00 1.000 125,000 006 TEMPORARY 18" DOWNDRAIN LF 40.0000 4,800.00 0.000 0 007 18" TEMPORARY CULVERT LF 36.0000 20,160.00 0.000 0 008 24" TEMPORARY CULVERT LF 38.0000 29,640.00 912.000 34,656 009 36" TEMPORARY CULVERT LF 54.0000 8,100.00 14.400 777 010 PLACE TEMPORARY HOT MIX ASPHALT DIKE LF 3.0000 1,050.00 0.000 0 011 TEMPORARY PIPE INLET LF 340.0000 12,580.00 0.000 0 012 TEMPORARY FLARED END SECTION EA 605.0000 2,420.00 4.000 2,420 013 TEMPORARY ROCK SLOPE PROTECTION TON 127.0000 254.00 0.000 0 014 TEMPORARY MINOR CONCRETE CY 720.0000 5,040.00 0.900 648 015 TEMPORARY STRUCTURAL CONCRETE (BOX CY 650.0000 6,500.00 0.000 0 CULVERT) 016 CONSTRUCTION SITE MANAGEMENT LS 110,000.0000 110,000.00 1.000 110,000 017 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 1.000 4,000 PREVENTION PLAN 018 TEMPORARY FIBER ROLL LF 3.0000 206,700.00 127,721.500 383,164 019 TEMPORARY CONSTRUCTION ENTRANCE EA 782.0000 56,304.00 15.000 11,730 020 MOVE-IN/MOVE-OUT EA 500.0000 9,000.00 10.000 5,000 (TEMPORARY EROSION CONTROL) 021 TEMPORARY DRAINAGE INLET PROTECTION EA 119.0000 83,300.00 643.000 76,517 022 STREET SWEEPING LS 95,000.0000 95,000.00 1.000 95,000 PROGRAM CAS145 PAGE 2 DATE 11/05/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 02:11 PM ESTIMATE NO. 057 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/23/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 11/05/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT BIN EA 2,400.0000 180,000.00 85.000 204,000 024 TEMPORARY SOIL BINDER SQYD 0.0600 18,720.00 117,972.000 7,078 025 CONSTRUCTION AREA SIGNS LS 490,000.0000 490,000.00 1.000 490,000 026 TRAFFIC CONTROL SYSTEM LS 1,300,000.0000 1,300,000.00 1.000 1,300,000 027 TYPE II BARRICADE EA 500.0000 15,500.00 0.000 0 028 TYPE III BARRICADE EA 80.0000 2,160.00 5.000 400 029 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.2000 22,220.00 13,267.000 29,187 030 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 70,400.00 854,380.000 170,876 031 CHANNELIZER (EMBEDDED) EA 90.0000 1,530.00 14.000 1,260 032 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 75,150.00 1,279.000 57,555 033 TEMPORARY PAVEMENT MARKER EA 2.6000 172,640.00 63,834.000 165,968 034 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,650.0000 13,200.00 3.000 4,950.00 9.000 14,850 035 TEMPORARY TERMINAL SECTION (TYPE K) MOD EA 1,770.0000 10,620.00 0.000 0 036 TEMPORARY RAILING (TYPE 60R) MOD EA 14,000.0000 56,000.00 1.000 14,000 037 PORTABLE CHANGEABLE MESSAGE SIGN LS 184,000.0000 184,000.00 1.000 184,000 038 TEMPORARY RAILING (TYPE K) LF 6.0000 1,308,000.00 15,231.000 91,386.00 200,442.000 1,202,652 039 TEMPORARY CRASH CUSHION MODULE EA 95.0000 163,400.00 463.000 43,985.00 1,531.000 145,445 040 TEMPORARY TRAFFIC SCREEN LF 2.0000 195,200.00 35,430.000 70,860 041 TEMPORARY CURB RAMP DETECTABLE WARNING SQFT 12.0000 1,440.00 0.000 0 SURFACE 042 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.2000 21,840.00 11,964.000 14,356 STRIPE (HAZARDOUS WASTE) 043 REMOVE CHAIN LINK FENCE LF 5.0000 23,700.00 5,051.000 25,255 044 REMOVE METAL BEAM GUARD RAILING LF 7.0000 66,080.00 9,540.500 66,783 045 REMOVE PAVEMENT MARKING SQFT 2.6000 2,002.00 6,513.000 16,933 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 115,600.00 209,574.000 83,829 047 REMOVE PAVEMENT MARKER EA 0.7000 12,180.00 13,824.000 9,676 048 REMOVE ROADSIDE SIGN EA 125.0000 11,875.00 97.000 12,125 049 REMOVE ROADSIDE SIGN EA 200.0000 5,200.00 26.000 5,200 (STRAP AND SADDLE BRACKET METHOD) PROGRAM CAS145 PAGE 3 DATE 11/05/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 02:11 PM ESTIMATE NO. 057 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/23/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 11/05/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SIGN STRUCTURE EA 4,600.0000 78,200.00 17.000 78,200 051 REMOVE DRAINAGE FACILITY EA 725.0000 44,225.00 63.000 45,675 052 REMOVE CULVERT LF 17.0000 47,430.00 2,982.300 50,699 053 REMOVE SLOPE DRAIN EA 1,545.0000 4,635.00 3.000 4,635 054 REMOVE REINFORCED CONCRETE BOX CULVERT LF 17.0000 16,830.00 2,018.000 34,306 055 REMOVE RETAINING WALL SQFT 2.0000 18,120.00 7,040.800 14,081 056 REMOVE CONCRETE PAVEMENT SQYD 5.0000 203,500.00 49,737.990 248,689 057 ADJUST MANHOLE TO GRADE EA 3,315.0000 3,315.00 1.000 3,315 058 MODIFY SIGN STRUCTURE EA 3,500.0000 3,500.00 1.000 3,500 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 42,200.00 4,215.000 42,150 060 REMOVE CONCRETE (HEADWALL) CY 195.0000 3,510.00 26.250 5,118 061 REMOVE CONCRETE CURB LF 2.0000 12,400.00 6,196.470 12,392 062 REMOVE CONCRETE SIDEWALK SQFT 0.6500 3,289.00 5,979.000 3,886 063 REMOVE CONCRETE (CHANNEL) CY 21.0000 10,080.00 873.700 18,347 064 REMOVE CONCRETE BARRIER LF 7.0000 128,800.00 18,326.000 128,282 065 REMOVE CONCRETE (DITCH) LF 7.2500 97,150.00 13,761.500 99,770 066 REMOVE CONCRETE (MISCELLANEOUS) SQFT 74.0000 5,624.00 76.000 5,624 067 REMOVE SOUND WALL SQFT 1.5000 58,950.00 35,748.290 53,622 068 REMOVE CRASH CUSHION (SAND FILLED) EA 2,940.0000 2,940.00 2.000 5,880 069 BRIDGE REMOVAL, LOCATION A LS 147,000.0000 147,000.00 1.000 147,000 070 BRIDGE REMOVAL, LOCATION B LS 137,000.0000 137,000.00 1.000 137,000 071 BRIDGE REMOVAL, LOCATION D LS 71,500.0000 71,500.00 1.000 71,500 072 BRIDGE REMOVAL, LOCATION E LS 116,500.0000 116,500.00 1.000 116,500 073 BRIDGE REMOVAL (PORTION), LOCATION F LS 16,500.0000 16,500.00 1.000 16,500 074 BRIDGE REMOVAL (PORTION), LOCATION 10 LS 30,700.0000 30,700.00 1.000 30,700 075 CLEARING AND GRUBBING LS 650,000.0000 650,000.00 1.000 650,000 076 DEVELOP WATER SUPPLY LS 180,000.0000 180,000.00 1.000 180,000 PROGRAM CAS145 PAGE 4 DATE 11/05/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 02:11 PM ESTIMATE NO. 057 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/23/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 11/05/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION CY 10.0000 3,560,000.00 17,496.000 174,960.00 561,200.463 5,612,004 078 ROADWAY EXCAVATION (TYPE Z-3) CY 253.0000 824,780.00 3,273.000 828,069 (AERIALLY DEPOSITED LEAD) 079 ROADWAY EXCAVATION (TYPE Y-1) CY 6.6000 57,420.00 8,035.310 53,033 (AERIALLY DEPOSITED LEAD) 080 ROADWAY EXCAVATION (TYPE Y-2) CY 6.0000 16,320.00 1,036.000 6,216 (AERIALLY DEPOSITED LEAD) 081 LEAD COMPLIANCE PLAN LS 8,500.0000 8,500.00 1.000 8,500 082 ADL BURIAL LOCATION REPORT LS 22,000.0000 22,000.00 1.000 22,000 083 STRUCTURE EXCAVATION (BRIDGE) CY 36.0000 1,009,980.00 28,187.000 1,014,732 (F) 084 STRUCTURE EXCAVATION (RETAINING WALL) CY 16.0000 91,648.00 6,040.000 96,640 (F) 085 STRUCTURE BACKFILL (BRIDGE) CY 20.0000 340,500.00 17,084.000 341,680 (F) 086 STRUCTURE BACKFILL (SLURRY CEMENT) CY 86.0000 16,340.00 180.000 15,480 (F) 087 BACKFILL (SLURRY CEMENT) CY 166.0000 8,466.00 5.870 974 088 STRUCTURE BACKFILL (RETAINING WALL) CY 13.0000 91,962.00 7,469.000 97,097 (F) 089 PERVIOUS BACKFILL MATERIAL CY 65.0000 10,465.00 161.000 10,465 (F) 090 PERVIOUS BACKFILL MATERIAL (RETAINING CY 100.0000 14,300.00 143.000 14,300 (F) WALL) 091 LIGHTWEIGHT FILL (CELLULAR CONCRETE) CY 40.0000 604,000.00 15,100.000 604,000 (F) (CLASS II) 092 LIGHTWEIGHT FILL (CELLULAR CONCRETE) CY 40.0000 112,000.00 2,800.000 112,000 (F) (CLASS IV) 093 DITCH EXCAVATION CY 11.0000 168,300.00 22,873.800 251,611 094 EARTH RETAINING STRUCTURE, LOCATION 3 SQFT 35.0000 528,500.00 15,100.000 528,500 (F) 095 EARTH RETAINING STRUCTURE, LOCATION 4 SQFT 42.0000 1,054,200.00 25,100.000 1,054,200 (F) 096 EARTH RETAINING STRUCTURE, LOCATION 5 SQFT 36.0000 621,000.00 17,250.000 621,000 (F) 097 EARTH RETAINING STRUCTURE, LOCATION 6 SQFT 46.0000 184,000.00 4,000.000 184,000 (F) 098 EARTH RETAINING STRUCTURE, LOCATION 7 SQFT 35.0000 313,250.00 8,950.000 313,250 (F) 099 PRECAST CONCRETE WALL SQFT 45.0000 663,750.00 14,750.000 663,750 (F) 100 IMPORTED BORROW CY 0.5000 74,500.00 143,928.120 71,964 101 HIGHWAY PLANTING LS 92,000.0000 92,000.00 1.000 92,000 102 ROCK BLANKET SQYD 59.0000 457,840.00 8,179.000 482,561 103 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,500.00 7.000 3,500 PROGRAM CAS145 PAGE 5 DATE 11/05/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 02:11 PM ESTIMATE NO. 057 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/23/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 11/05/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.0600 12,960.00 10,440.000 626 (SQFT) 105 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0400 49,600.00 1,512,608.000 60,504 106 TRANSPLANT PALM TREE LS 8,000.0000 8,000.00 1.000 8,000 107 MAINTAIN EXISTING PLANTED AREAS LS 172,000.0000 172,000.00 1.000 172,000 108 PLANT ESTABLISHMENT WORK LS 53,000.0000 53,000.00 1.000 53,000 109 MAINTAIN EXISTING IRRIGATION FACILITIES LS 80,000.0000 80,000.00 1.000 80,000 110 IRRIGATION SYSTEM LS 195,000.0000 195,000.00 1.000 195,000 111 12" CORRUGATED HIGH DENSITY LF 70.0000 82,600.00 1,180.000 82,600 (F) POLYETHYLENE PIPE CONDUIT 112 EXTEND 6" CONDUIT LF 225.0000 4,500.00 20.000 4,500 (F) 113 EXTEND 10" CONDUIT LF 97.0000 13,580.00 140.000 13,580 (F) 114 CLASS 2 AGGREGATE SUBBASE CY 20.0000 44,600.00 4,198.200 83,964 115 CLASS 2 AGGREGATE BASE CY 20.0000 410,000.00 20,600.500 412,010 116 CLASS 3 AGGREGATE BASE CY 20.0000 95,000.00 6,772.000 135,440 117 LEAN CONCRETE BASE RAPID SETTING CY 585.0000 12,870.00 21.000 12,285 118 HOT MIX ASPHALT TON 66.0000 6,732,000.00 20.000 1,320.00 101,544.230 6,701,919 119 HOT MIX ASPHALT (OPEN GRADED) TON 77.5000 45,725.00 1,047.760 81,201 120 PAVEMENT REINFORCING FABRIC SQYD 2.8500 2,964.00 1,034.000 2,946 121 DATA CORE LS 10,000.0000 10,000.00 0.000 0 122 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 960.00 729.000 2,187 123 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 8,880.00 3,231.000 9,693 124 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 18,870.00 6,205.000 18,615 125 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 26,130.00 7,817.000 23,451 126 PLACE HOT MIX ASPHALT SQYD 17.0000 4,760.00 651.000 11,067 (MISCELLANEOUS AREA) 127 TACK COAT TON 600.0000 28,200.00 21.300 12,780 128 JOINTED PLAIN CONCRETE PAVEMENT CY 125.0000 4,912,500.00 38,797.820 4,849,727 129 CONCRETE PAVEMENT (RAMP TERMINI) CY 220.0000 66,000.00 292.000 64,240 130 CONCRETE PAVEMENT (RAMP TERMINI RAPID CY 545.0000 25,070.00 44.000 23,980 STRENGTH CONCRETE) PROGRAM CAS145 PAGE 6 DATE 11/05/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 02:11 PM ESTIMATE NO. 057 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/23/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 11/05/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 SEAL PAVEMENT JOINT LF 1.4500 218,950.00 141,191.000 204,726 132 SEAL ISOLATION JOINT LF 6.3000 192,150.00 27,105.000 170,761 133 FURNISH 48" STEEL PIPE PILING LF 380.0000 1,040,820.00 2,739.000 1,040,820 134 DRIVE 48" STEEL PIPE PILE EA 24,000.0000 576,000.00 24.000 576,000 135 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 26.0000 35,776.00 1,292.000 33,592 136 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 22.0000 59,114.00 2,317.000 50,974 137 FURNISH PILING (CLASS 200) LF 45.0000 3,533,670.00 81,285.620 3,657,852 (ALTERNATIVE W) 138 DRIVE PILE (CLASS 200) EA 1,300.0000 1,761,500.00 1,371.000 1,782,300 (ALTERNATIVE W) 139 FURNISH PILING (CLASS 200) LF 21.0000 1,043,910.00 49,885.280 1,047,590 (ALTERNATIVE X) 140 DRIVE PILE (CLASS 200)(ALTERNATIVE X) EA 1,300.0000 1,144,000.00 880.000 1,144,000 141 16" CAST-IN-DRILLED-HOLE CONCRETE LF 31.0000 264,740.00 8,716.500 270,211 PILING (SOUND WALL) 142 24" CAST-IN-DRILLED-HOLE CONCRETE LF 28.0000 23,520.00 843.250 23,611 PILING (SOUND WALL) 143 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2,100,000.0000 2,100,000.00 1.000 2,100,000 144 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 130.0000 1,018,810.00 7,910.000 1,028,300 (F) 145 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 16,516,000.00 33,032.000 16,516,000 (F) 146 STRUCTURAL CONCRETE, RETAINING WALL CY 320.0000 704,000.00 2,355.000 753,600 (F) 147 STRUCTURAL CONCRETE, BARRIER SLAB CY 340.0000 750,380.00 2,207.000 750,380 (F) 148 STRUCTURAL CONCRETE, APPROACH SLAB CY 520.0000 411,840.00 792.000 411,840 (F) (TYPE N) 149 STRUCTURAL CONCRETE, BOX CULVERT CY 720.0000 1,232,640.00 1,732.800 1,247,616 (F) 150 CLASS 1 CONCRETE (BIXBY CHANNEL) CY 280.0000 711,480.00 2,557.100 715,988 (F) 151 MINOR CONCRETE (MINOR STRUCTURE) CY 770.0000 906,290.00 1,209.750 931,507 (F) 152 MINOR CONCRETE (SOUND WALL) CY 235.0000 109,510.00 482.000 113,270 (F) 153 FRACTURED RIB TEXTURE SQFT 10.0000 256,920.00 25,550.000 255,500 (F) 154 SLATE TEXTURE SQFT 91.0000 7,280.00 80.000 7,280 (F) 155 DRILL AND BOND DOWEL LF 30.0000 2,250.00 134.000 4,020 156 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 28.0000 952.00 34.000 952 157 SOUND WALL (MASONRY BLOCK) SQFT 12.0000 1,247,484.00 137,649.000 1,651,788 (F) PROGRAM CAS145 PAGE 7 DATE 11/05/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 02:11 PM ESTIMATE NO. 057 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/23/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 11/05/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 PTFE BEARING EA 4,100.0000 73,800.00 18.000 73,800 159 PTFE SPHERICAL BEARING EA 8,140.0000 122,100.00 15.000 122,100 160 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 360.0000 15,120.00 42.000 15,120 161 JOINT SEAL ASSEMBLY (MR 3") LF 360.0000 68,040.00 189.000 68,040 162 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 360.0000 52,920.00 147.000 52,920 163 JOINT SEAL ASSEMBLY (MR 5") LF 755.0000 31,710.00 42.000 31,710 164 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 755.0000 44,545.00 59.000 44,545 165 JOINT SEAL ASSEMBLY (MR 6") LF 755.0000 76,255.00 101.000 76,255 166 JOINT SEAL (MR 2") LF 120.0000 7,200.00 60.000 7,200 167 JOINT SEAL ASSEMBLY (MR 6 1/2") LF 1,115.0000 65,785.00 59.000 65,785 168 JOINT SEAL ASSEMBLY (MR 10 1/2") LF 1,745.0000 102,955.00 59.000 102,955 169 JOINT SEAL ASSEMBLY (MR 13") LF 2,080.0000 122,720.00 59.000 122,720 170 BAR REINFORCING STEEL (BRIDGE) LB 0.6200 6,603,558.00 10,669,009.000 6,614,785 (F) 171 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7500 214,038.75 323,389.000 242,541 (F) 172 BAR REINFORCING STEEL (SOUND WALL) LB 0.9300 48,732.00 57,650.000 53,614 (F) 173 BAR REINFORCING STEEL (BOX CULVERT) LB 0.6400 161,280.00 252,000.000 161,280 (F) 174 BAR REINFORCING STEEL (CHANNEL) LB 0.8600 234,663.90 274,723.000 236,261 (F) 175 HEADED BAR REINFORCEMENT EA 7.0000 209,769.00 29,967.000 209,769 (F) 176 FURNISH SIGN STRUCTURE (TRUSS) LB 2.1500 1,376,344.00 640,160.000 1,376,344 (F) 177 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 160,040.00 640,160.000 160,040 (F) 178 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 8.0000 69,280.00 8,660.000 69,280 179 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 2,250.00 150.000 2,250 180 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 15.0000 4,650.00 310.000 4,650 181 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.0000 5,340.00 890.000 5,340 (0.063"-UNFRAMED) 182 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.5000 3,965.00 642.000 4,173 (0.080"-UNFRAMED) 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,040.00 130.000 1,040 (0.063"-FRAMED) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5000 2,550.00 300.000 2,550 (0.080"-FRAMED) PROGRAM CAS145 PAGE 8 DATE 11/05/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 02:11 PM ESTIMATE NO. 057 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/23/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 11/05/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 450.0000 63,000.00 162.400 73,080 (SIGN FOUNDATION) 186 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 765.0000 489,600.00 652.530 499,185 (SIGN FOUNDATION) 187 METAL (SOUND WALL MOUNTED SIGN) LB 15.0000 8,400.00 560.000 8,400 188 METAL (RAIL MOUNTED SIGN) LB 11.0000 16,830.00 1,530.000 16,830 189 ROADSIDE SIGN - ONE POST EA 485.0000 29,100.00 64.000 31,040 190 ROADSIDE SIGN - TWO POST EA 1,200.0000 15,600.00 13.000 15,600 191 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 7,175.00 41.000 7,175 METHOD) 192 INSTALL ROADSIDE SIGN EA 4,500.0000 18,000.00 4.000 18,000 (LAMINATED WOOD BOX POST) 193 FIELD LEAKAGE TESTING LF 20.0000 33,000.00 899.000 17,980 194 2" PLASTIC PIPE LF 2.0000 4,162.00 2,081.000 4,162 (F) 195 3" PLASTIC PIPE LF 2.0000 6,912.00 3,456.000 6,912 (F) 196 4" PLASTIC PIPE LF 3.0000 11,427.00 3,809.000 11,427 (F) 197 18" REINFORCED CONCRETE PIPE LF 56.0000 115,920.00 262.000 14,672.00 2,201.000 123,256 198 24" REINFORCED CONCRETE PIPE LF 67.0000 558,110.00 8,573.500 574,424 199 36" REINFORCED CONCRETE PIPE LF 103.0000 32,960.00 308.000 31,724 200 48" REINFORCED CONCRETE PIPE LF 345.0000 10,350.00 27.000 9,315 201 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 202 DRAINAGE INLET MARKER EA 250.0000 750.00 0.000 0 203 GRATED LINE DRAIN LF 95.0000 195,700.00 2,580.000 245,100 204 12" WELDED STEEL PIPE CASING (BRIDGE) LF 130.0000 24,960.00 192.000 24,960 205 24" WELDED STEEL PIPE CASING (BRIDGE) LF 135.0000 40,770.00 294.500 39,757 206 36" WELDED STEEL PIPE CASING (BRIDGE) LF 190.0000 21,280.00 112.000 21,280 207 16" WELDED STEEL PIPE (0.375" WALL LF 69.0000 11,040.00 138.000 9,522 THICKNESS) 208 24" WELDED STEEL PIPE (0.375" WALL LF 173.0000 6,055.00 35.000 6,055 THICKNESS) 209 18" ALTERNATIVE FLARED END SECTION EA 600.0000 1,800.00 2.000 1,200 210 24" ALTERNATIVE FLARED END SECTION EA 650.0000 1,950.00 2.000 1,300 211 ROCK SLOPE PROTECTION TON 245.0000 9,800.00 135.930 33,302 (FACING, METHOD B) PROGRAM CAS145 PAGE 9 DATE 11/05/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 02:11 PM ESTIMATE NO. 057 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/23/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 11/05/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE (DITCH LINING) CY 300.0000 417,000.00 1,448.300 434,490 213 SLOPE PAVING (CONCRETE) CY 375.0000 29,625.00 79.000 29,625 (F) 214 SLOPE PAVING (CONCRETE)(RIVER COBBLE) CY 465.0000 70,215.00 151.000 70,215 (F) 215 ROCK SLOPE PROTECTION FABRIC SQYD 2.5000 20,875.00 14,946.400 37,366 216 MINOR CONCRETE (CURB,GUTTER,SIDEWALK,BUS CY 300.0000 150,000.00 417.640 125,292 PAD,ROCK BLANKET AND ANCHOR BLOCK) 217 MISCELLANEOUS IRON AND STEEL LB 1.5000 187,257.00 124,336.000 186,504 (F) 218 ISOLATION CASING LB 3.0000 149,100.00 49,700.000 149,100 (F) 219 MISCELLANEOUS METAL LB 17.0000 42,925.00 2,525.000 42,925 (F) (RESTRAINER - CABLE TYPE) 220 MISCELLANEOUS METAL (BRIDGE) LB 6.5000 14,430.00 2,220.000 14,430 (F) 221 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 200,640.00 33,440.000 200,640 (F) 222 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 39,750.00 4,045.000 60,675 223 12' CHAIN LINK GATE (TYPE CL-6) EA 1,700.0000 8,500.00 3.000 5,100 224 DELINEATOR (CLASS 1) EA 45.0000 9,900.00 165.000 7,425 225 METAL BEAM GUARD RAILING (WOOD POST) LF 19.5000 362,700.00 17,490.500 341,064 226 VEGETATION CONTROL (MINOR CONCRETE) SQYD 35.0000 1,680.00 48.000 1,680 227 CHAIN LINK RAILING (TYPE 7) LF 54.5000 68,779.00 1,262.000 68,779 (F) 228 TUBULAR HANDRAILING LF 44.0000 47,696.00 1,084.000 47,696 (F) 229 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 126.0000 293,832.00 2,332.000 293,832 (F) 230 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 10,200.00 337.500 10,125 (WOOD POST) 231 CABLE RAILING LF 20.0000 1,800.00 90.000 1,800 (F) 232 TRANSITION RAILING (TYPE WB) EA 2,800.0000 42,000.00 15.000 42,000 233 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 18,200.00 27.000 17,550 234 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,125.0000 9,375.00 2.000 6,250 235 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,250.0000 69,750.00 31.000 69,750 236 CRASH CUSHION (REACT 9SCBS) EA 48,200.0000 192,800.00 3.000 144,600 237 CONCRETE BARRIER (TYPE 60) LF 54.0000 427,680.00 9,028.000 487,512 238 CONCRETE BARRIER (TYPE 60C) LF 72.0000 46,800.00 644.000 46,368 PROGRAM CAS145 PAGE 10 DATE 11/05/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 02:11 PM ESTIMATE NO. 057 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/23/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 11/05/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 60D) LF 228.0000 4,104.00 101.000 23,028 240 CONCRETE BARRIER (TYPE 60G) LF 47.0000 438,980.00 7,910.610 371,798 241 CONCRETE BARRIER (TYPE 60GA) LF 45.0000 133,290.00 2,962.000 133,290 (F) 242 CONCRETE BARRIER (TYPE 60GC) LF 74.0000 24,420.00 563.000 41,662 243 CONCRETE BARRIER (TYPE 60S) LF 58.0000 61,480.00 1,054.000 61,132 244 CONCRETE BARRIER (TYPE 60R) LF 195.0000 473,850.00 2,372.000 462,540 245 CONCRETE BARRIER (TYPE 60D)(MODIFIED) LF 60.0000 73,200.00 1,220.000 73,200 (F) 246 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 65.0000 976,950.00 15,095.000 981,175 (F) 247 CONCRETE BARRIER (TYPE 736B) LF 138.0000 41,400.00 348.550 48,099 248 CONCRETE BARRIER (TYPE 736SV) LF 108.0000 306,180.00 5,515.000 595,620 (F) 249 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 51,000.00 265,409.000 53,081 250 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 2,982.00 3,531.000 2,471 251 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 20,560.00 22,547.000 18,037 252 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,920.00 17,013.000 6,805 (BROKEN 12-3) 253 THERMOPLASTIC PAVEMENT MARKING SQFT 2.6500 11,766.00 6,483.000 17,179 254 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 260.00 387.000 387 (BROKEN 6-1) 255 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 42,300.00 138,940.000 41,682 (BROKEN 36-12) 256 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,746.00 4,064.000 2,438 (BROKEN 17-7) 257 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,312.00 11,957.000 9,565 (BROKEN 36-12) 258 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 8,180.00 100,257.000 20,051 259 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 11,000.00 10,691.000 10,691 260 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 37,800.00 12,610.000 37,830 261 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,800.0000 4,800.00 1.000 4,800 SYSTEM ELEMENTS DURING CONSTRUCTION 262 LIGHTING LS 62,500.0000 62,500.00 1.000 62,500 263 LIGHTING (CITY STREET) LS 72,000.0000 72,000.00 1.000 72,000 264 LIGHTING (TUNNEL) LS 25,100.0000 25,100.00 1.000 25,100 265 TEMPORARY LIGHTING LS 412,000.0000 412,000.00 1.000 412,000 PROGRAM CAS145 PAGE 11 DATE 11/05/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 02:11 PM ESTIMATE NO. 057 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/23/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 11/05/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 LIGHTING AND SIGN ILLUMINATION LS 1,000,005.0000 1,000,005.00 1.000 1,000,005 267 ELECTRIC SERVICE (IRRIGATION) LS 19,000.0000 19,000.00 1.000 19,000 268 MODIFY TRAFFIC MONITORING STATION LS 64,500.0000 64,500.00 1.000 64,500 (LOCATION 1) 269 MODIFY TRAFFIC MONITORING STATION LS 44,000.0000 44,000.00 1.000 44,000 (LOCATION 2) 270 MODIFY TRAFFIC MONITORING STATIONTYPE S) LS 45,600.0000 45,600.00 1.000 45,600 (LOCATION 3) 271 MODIFY TRAFFIC MONITORING STATIONTYPE S) LS 84,000.0000 84,000.00 1.000 84,000 (LOCATION 4) 272 MODIFY TRAFFIC MONITORING STATIONDRAIN LS 30,500.0000 30,500.00 1.000 30,500 (LOCATION 5) 273 MODIFY TRAFFIC MONITORING STATION LS 41,500.0000 41,500.00 1.000 41,500 (LOCATION 6) 274 MODIFY TRAFFIC MONITORING STATION LS 54,000.0000 54,000.00 1.000 54,000 (LOCATION 7) 275 MODIFY TRAFFIC MONITORING STATION LS 34,500.0000 34,500.00 1.000 34,500 (LOCATION 8) 276 TEMPORARY TRAFFIC MONITORING STATION LS 42,500.0000 42,500.00 1.000 42,500 (LOCATION 1) 277 TEMPORARY TRAFFIC MONITORING STATION LS 48,500.0000 48,500.00 1.000 48,500 (LOCATION 2) 278 TEMPORARY TRAFFIC MONITORING STATION LS 49,000.0000 49,000.00 1.000 49,000 (LOCATION 3) 279 TEMPORARY TRAFFIC MONITORING STATION LS 73,900.0000 73,900.00 1.000 73,900 (LOCATION 4) 280 TEMPORARY TRAFFIC MONITORING STATION LS 44,000.0000 44,000.00 1.000 44,000 (LOCATION 5) 281 TEMPORARY TRAFFIC MONITORING STATION LS 45,800.0000 45,800.00 1.000 45,800 (LOCATION 6) 282 TEMPORARY TRAFFIC MONITORING STATION LS 49,500.0000 49,500.00 1.000 49,500 (LOCATION 7) 283 TEMPORARY TRAFFIC MONITORING STATION LS 35,900.0000 35,900.00 1.000 35,900 (LOCATION 8) 284 TRAFFIC MONITORING STATION LS 24,900.0000 24,900.00 1.000 24,900 285 TEMPORARY CLOSED CIRCUIT TELEVISION LS 449,000.0000 449,000.00 1.000 449,000 SYSTEM 286 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 43,700.0000 43,700.00 1.000 43,700 287 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 29,000.0000 29,000.00 1.000 29,000 288 TEMPORARY RAMP METERING SYSTEM LS 80,000.0000 80,000.00 1.000 80,000 (LOCATION 1) 289 TEMPORARY RAMP METERING SYSTEMER LS 115,000.0000 115,000.00 1.000 115,000 (LOCATION 2) 290 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 170,000.0000 170,000.00 1.000 170,000 291 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 40,500.0000 40,500.00 1.000 40,500 292 TEMPORARY SIGNAL AND LIGHTING LS 139,000.0000 139,000.00 1.000 139,000 (LOCATION 1) PROGRAM CAS145 PAGE 12 DATE 11/05/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 02:11 PM ESTIMATE NO. 057 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/23/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 11/05/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 TEMPORARY SIGNAL AND LIGHTING LS 56,000.0000 56,000.00 1.000 56,000 (LOCATION 2) 294 COMMUNICATION SYSTEM LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 295 SYSTEM TESTING AND DOCUMENTATION LS 24,000.0000 24,000.00 1.000 24,000 296 TRAINING LS 9,000.0000 9,000.00 1.000 9,000 297 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 298 12" BITUMINOUS COATED CORRUGATED STEEL LF 330.0000 4,620.00 27.000 8,910 PIPE (.079" THICK) PROGRAM CAS145 PAGE 13 DATE 11/05/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 02:11 PM ESTIMATE NO. 057 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/23/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 11/05/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 331,273.00 96,127,379.20 ADJUSTMENT OF COMPENSATION 51,059.84 6,635,853.72 EXTRA WORK 277,039.47 7,119,581.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 659,372.31 109,882,814.41 299 MOBILIZATION LS 9,450,000.0000 9,450,000.00 1.000 9,450,000 ORIGINAL CONTRACT AMOUNT 102,046,344.65 TOTAL WORK COMPLETED 659,372.31 119,332,814.41 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -407,465.00 TOTAL 659,372.31 118,925,349.41 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 11/05/10 1645 01/04/11 12/30/10 03/23/15 1474 71 194 0 100% 100% GILCHRIST,WILLIAM RESIDENT ENGINEER PROGRAM CAS145 DATE 11/05/15