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 09/19/16 EST. NO. 083 TIME 03:48 PM R.E. NAME: RE, SHARI 02-378904 --------------------------------------------------------------------------- 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 0127 3,576.88 E.W. @ F.A.(+) 090616 N 009001 0128 1,430.74 090916 N 009002 042 0029 1,149.96 E.W. @ U.P (+) 090516 N 009003 062 0017 2,025.65 E.W. @ F.A.(+) 083116 N 009004 0018 778.85 090116 N 009005 8,962.08 TOTAL THIS ESTIMATE 4,441,115.81 TOTAL PREVIOUS ESTIMATE 4,450,077.89 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 09/19/16 EST. NO. 083 TIME 03:48 PM R.E. NAME: RE, SHARI 02-378904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE VIOLATION OF 5/1 -295,449.00 008 VIOLOATION OF 5/1/01 -125,140.72 009 VIOLATION OF 5-1.01 -183,178.80 010 RETURN VIOLAT 5/1/01 112,737.02 011 VIOLATION OF 5-1.01 -46,448.08 012 RTN PARTIAL 5-1.01 176,637.11 013 RETURN PARTIA 5-1.01 34,284.38 014 VIOLATION OF 5-1.01 -5,498.44 015 RETURN VIO OF 5-1.01 2,284.38 016 RETURN 5-1.01 DEDUCT 329,772.15 017 RESTAKING CHARGES -3,550.00 035 MISSING 2012 CEM4401 -10,000.00 039 MISSNG SWPPP DOC3/13 -10,000.00 041 RETRN SWPPP DOC 3/13 10,000.00 043 REC'D 2012 CEM4401 10,000.00 044 OUT OF SPEC CONCRETE -1,044.00 047 OUT OF SPEC HMA -10,000.00 058 OUT-OF-SPEC CONCRETE -5,115.60 065 OUT-OF-SPEC HMA 10,000.00 070 PROGRESS WITHHOLD -3,199,012.70 072 PROGRESS WITHHOLD -36,149.46 073 OUT-OF-CA INSP (151) -5,000.00 074 PROGRESS WITHHOLD -104,649.50 074 PROGRESS WITHHOLD -72,044.13 075 PROGRESS WITHHOLD -86,652.40 076 PROGRESS WITHHOLD -90,004.65 077 PROGRESS WITHHOLD -102,016.89 078 PROGRESS WITHHOLD -68,093.98 079 PROGRESS WITHHOLD -66,768.40 080 OUT-OF-SPEC BAS ROCK -2,100.00 081 PROGRESS WITHHOLD -85,955.98 081 PROGRESS WITHHOLD -77,060.42 082 PROGRESS WITHHOLD -111,200.79 083 -111,200.79 -4,116,418.90 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA1391 -10,000.00 083 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 1/10 -5,000.00 003 RETURN 1/10 DEDUCT 5,000.00 006 PER 07/10 LTR -10,000.00 008 RET 07/10 DEDUCT 10,000.00 009 PER LTR DATED 10/10 -1,000.00 011 PER LTR DATED 11/10 -10,000.00 012 RETURN DUDUCT 10/10 1,000.00 012 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 09/19/16 EST. NO. 083 TIME 03:48 PM R.E. NAME: RE, SHARI 02-378904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PER LTR DATED 1/11 -10,000.00 015 PER LTR DATED 2/11 -5,000.00 016 RETURN DEDUCT 11/10 10,000.00 016 PER LTR DATED 3/11 -2,000.00 018 RETURN DEDUCT 1/11 10,000.00 018 PER LTR DATED 5/11 -2,000.00 019 PER LTR DATED 4/11 -5,000.00 019 RETURN DEDUCT 2/11 5,000.00 019 PER LTR DATED 8/11 -10,000.00 022 RETURN DEDUCT 3/11 2,000.00 022 PER LTR DATED 10/11 -10,000.00 024 PER LTR DATED 11/11 -3,000.00 025 PER LTR DATED 4/12 -10,000.00 030 PER LTR DATED 7/12 -10,000.00 033 RETURN DEDUCT 4/11 5,000.00 033 RETURN DEDUCT 5/11 2,000.00 033 PER LTR DATED 8/12 -3,000.00 034 PER LTR DATED 9/12 -1,000.00 035 RETURN DEDUCT 7/12 10,000.00 035 PER LTR DATED 11/12 -10,000.00 037 PER LTR DATED 2/13 -10,000.00 040 DEDUCT PER LTR 4/13 -10,000.00 042 RETURN DEDUCT 8/11 10,000.00 042 RETURN DEDUCT 10/11 10,000.00 042 RETURN DEDUCT 11/11 3,000.00 042 RETURN DEDUCT 4/12 10,000.00 042 RETURN DEDUCT 9/12 1,000.00 042 RETURN DEDUCT 11/12 10,000.00 042 PER LTR DATED 7/13 -10,000.00 045 PER LTR DATED 9/13 -10,000.00 047 PER LTR DATED 11/13 -6,000.00 049 RTN DEDUCT 2/13 10,000.00 049 RETURN DEDUCT 8/12 3,000.00 051 PER LTR DATED 2/14 -9,000.00 052 RETURN DEDUCT 9/13 10,000.00 052 DEDUCT PER LTR 3/14 -2,000.00 053 RETURN DEDUCT 2/14 9,000.00 053 PER LTR DATED 4/14 -10,000.00 054 RETURN DEDUCT 4/13 10,000.00 056 RETURN DEDUCT 7/13 10,000.00 056 PER LTR DATED 7/14 -10,000.00 057 RETURN DEDUCT 3/14 2,000.00 057 RETURN DEDUCT 4/14 10,000.00 058 RETURN DEDUCT 7/14 10,000.00 058 RETURN EDUCT 11/13 6,000.00 058 PER LTR DATED 9/14 -10,000.00 059 PER LTR DATED 11/14 -7,000.00 061 PER LTR DATED 12/14 -10,000.00 062 RETURN DEDUCT 11/14 7,000.00 062 PER LTR DATED 1/15 -1,000.00 063 RETURN DEDUCT 9/14 10,000.00 063 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 09/19/16 EST. NO. 083 TIME 03:48 PM R.E. NAME: RE, SHARI 02-378904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PER LTR DATED 2/15 -1,000.00 064 RTN DEDUCT 12/14 10,000.00 065 PER LTR DATED 4/15 -1,000.00 066 RETURN DEDUCT 1/15 1,000.00 066 RETURN DEDUCT 2/15 1,000.00 066 RETURN 4/15 DEDUCT 1,000.00 067 PER LTR DATED 11/15 -4,000.00 073 PER LTR DATED 1/16 -10,000.00 075 PER LTR DATED 2/16 -5,000.00 076 PER LTR DATED 3/16 -3,000.00 077 RTN DEDUCT 2/16 5,000.00 077 RTN 11/15 DEDUCT 4,000.00 078 PER LTR DATED 5/16 -4,000.00 079 RTN DEDUCT 1/16 10,000.00 079 PER LTR DATED 6/16 -10,000.00 080 RTN DEDUCT 3/16 3,000.00 080 PER LTR DATED 7/16 -10,000.00 081 PER LTR DATED 8/16 -8,000.00 082 RTN DEDUCT 5/16 4,000.00 082 RTN DEDUCT 7/16 10,000.00 082 PER LTR DATED 9/16 -8,000.00 083 -8,000.00 -26,000.00 LIQUIDATED DAMAGES ANTICIPATED LD'S -2,698,669.24 067 9 DAYS @ $25,700/DAY -231,300.00 067 ANTICIPATED LD'S 2,698,669.24 068 ANTICIPATED LD'S -1,930,000.00 068 6/15 31 DAYS @ 25700 -796,700.00 068 ANTICIPATED LD'S 1,930,000.00 069 ANTICIPATED LD'S -1,195,000.00 069 7/15 30 DAYS @$25700 -771,000.00 069 ANTICIPATED LD'S 1,195,000.00 070 ANTICIPATED LD'S -520,000.00 070 8/15 31 DAYS @$25700 -796,700.00 070 ANTICIPATED LD'S 520,000.00 071 9/15 31DAYS@$25700 -796,700.00 071 RETURN LD'S 3,392,400.00 072 0.00 0.00 TOTAL DEDUCTIONS -129,200.79 -4,152,418.90 PROGRAM CAS145 PAGE 1 DATE 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 03:48 PM ESTIMATE NO. 083 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/16 R.E. NAME: RE, SHARI DATE OF THIS ESTIMATE 09/19/16 LOCATION RERUN PROGRESS ESTIMATE 02-SHA-5-R39.5/R40.8 ----------------------- TUTOR SALIBA CORPORATION IN SHASTA COUNTY NEAR LAKEHEAD FROM 15901 OLDEN STREET 0.3 KM NORTH OF ANTLER SUMMIT SYLMAR CA 91342 OVERCROSSING TO 0.5 KM NORTH OF ANTLER UNDERPASS FED. AID NO. ACBR-058(337)N ,NH-058(337)N BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.750 7,500 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 5,750.00 1.000 250 003 TIME-RELATED OVERHEAD WDAY 8,500.0000 11,050,000.00 1,300.000 11,050,000 004 TEMPORARY FENCE (TYPE ESA) M 16.0000 34,560.00 61.000 976.00 2,510.000 40,160 005 TEMPORARY INLET EA 2,600.0000 5,200.00 4.000 10,400 006 600 MM TEMPORARY CULVERT M 375.0000 48,750.00 347.600 130,350 007 1050 MM TEMPORARY CULVERT M 1,600.0000 4,800.00 0.000 0 008 TEMPORARY ACTIVE TREATMENT SYSTEM LS 510,000.0000 510,000.00 1.000 510,000 009 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 010 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.900 3,150 PREVENTION PLAN 011 TEMPORARY FIBER ROLL M 13.0000 38,220.00 3,701.000 48,113 012 TEMPORARY SILT FENCE M 38.0000 51,300.00 4,652.520 176,795 013 TEMPORARY GRAVEL BAG BERM M 48.0000 31,680.00 4,914.400 235,891 014 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 40,000.00 11.000 22,000 015 TEMPORARY COVER M2 2.3500 49,350.00 42,275.100 99,346 016 TEMPORARY CHECK DAM M 51.0000 15,810.00 1,364.300 69,579 017 MOVE-IN/MOVE-OUT EA 1,000.0000 15,000.00 7.000 7,000 (TEMPORARY EROSION CONTROL) 018 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 18,500.00 29.000 14,500 019 TEMPORARY HYDRAULIC MULCH M2 1.2000 65,880.00 57,809.000 69,370 (POLYMER STABILIZED FIBER MATRIX) 020 STREET SWEEPING LS 247,000.0000 247,000.00 1.000 247,000 021 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 30,000.0000 30,000.00 1.000 30,000 022 TEMPORARY SOIL BINDER M2 0.1200 21,000.00 58,863.000 7,063 PROGRAM CAS145 PAGE 2 DATE 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 03:48 PM ESTIMATE NO. 083 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/16 R.E. NAME: RE, SHARI DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.075 3,750.00 0.950 47,500 024 TRAFFIC CONTROL SYSTEM LS 480,000.0000 480,000.00 0.022 10,560.00 0.978 469,440 025 TRAFFIC CONTROL SURVEILLANCE WDAY 1,150.0000 207,000.00 3.000 3,450.00 28.000 32,200 026 TEMPORARY PAVEMENT MARKING (PAINT) M2 65.0000 3,055.00 11.700 760.50 95.550 6,210 027 TEMPORARY PAVEMENT MARKING (TAPE) M2 86.0000 1,032.00 0.000 0 028 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.4000 84,480.00 5,436.000 13,046.40 55,447.000 133,072 029 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 15,400.00 82.000 2,870.00 731.000 25,585 030 TEMPORARY CHANNEL MARKING LS 70,000.0000 70,000.00 0.900 63,000 031 PORTABLE CHANGEABLE MESSAGE SIGN LS 276,000.0000 276,000.00 0.015 4,140.00 0.971 267,996 032 PORTABLE RADAR TRAILER LS 65,000.0000 65,000.00 0.012 780.00 0.975 63,375 033 TEMPORARY RAILING (TYPE K) M 71.0000 581,490.00 1,904.000 135,184.00 11,413.800 810,379 034 TEMPORARY CRASH CUSHION MODULE EA 318.0000 41,340.00 42.000 13,356.00 196.000 62,328 035 ABANDON CULVERT EA 6,200.0000 62,000.00 8.000 49,600 036 REMOVE CHAIN LINK FENCE M 22.0000 12,320.00 480.600 10,573 037 REMOVE METAL BEAM GUARD RAILING M 30.0000 18,300.00 127.100 3,813.00 638.500 19,155 038 REMOVE YELLOW TRAFFIC STRIPE M 5.0000 13,200.00 1,171.000 5,855.00 12,752.000 63,760 039 REMOVE WHITE TRAFFIC STRIPE M 5.0000 73,500.00 1,208.000 6,040.00 13,163.000 65,815 040 REMOVE PAVEMENT MARKING M2 32.0000 1,504.00 11.700 374.40 58.500 1,872 041 REMOVE PAVEMENT MARKER EA 1.0000 270.00 607.000 607 042 REMOVE ROADSIDE SIGN EA 450.0000 7,650.00 7.000 3,150 043 REMOVE ROADSIDE SIGN PANEL EA 500.0000 1,000.00 0.000 0 044 REMOVE OVERSIDE DRAIN EA 1,600.0000 6,400.00 3.000 4,800 045 REMOVE CULVERT EA 1,860.0000 24,180.00 4.000 7,440 046 REMOVE INLET EA 1,700.0000 34,000.00 8.000 13,600 047 REMOVE STANDPIPE EA 1,300.0000 2,600.00 2.000 2,600 048 ADJUST INLET EA 1,600.0000 6,400.00 3.000 4,800 049 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 66,010.00 234.200 1,639.40 6,232.200 43,625 PROGRAM CAS145 PAGE 3 DATE 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 03:48 PM ESTIMATE NO. 083 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/16 R.E. NAME: RE, SHARI DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER M 62.0000 114,080.00 1,786.000 110,732 051 PREPARE CONCRETE BRIDGE DECK SURFACE M2 5.0000 92,000.00 18,400.000 92,000.00 18,400.000 92,000 052 SOFFIT OPENING HATCH EA 29,000.0000 116,000.00 3.000 87,000 053 CAP INLET EA 1,400.0000 9,800.00 4.000 5,600 054 REMOVE CRASH CUSHION EA 450.0000 450.00 1.000 450 055 BRIDGE REMOVAL (SUPERSTRUCTURE) LS 2,500,000.0000 2,500,000.00 0.005 12,500.00 0.015 37,500 056 BRIDGE REMOVAL (SUBSTRUCTURE) LS 1,000,000.0000 1,000,000.00 0.010 10,000 057 CLEARING AND GRUBBING LS 277,000.0000 277,000.00 1.000 277,000 058 ROADWAY EXCAVATION M3 48.0000 11,424,000.00 9,143.000 438,864.00 242,859.000 11,657,232 059 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 0.500 3,000.00 0.500 3,000 060 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 61,800.00 2,113.500 63,405 (F) 061 STRUCTURE EXCAVATION (TYPE D) M3 100.0000 10,000.00 100.000 10,000 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 20,550.00 411.000 20,550 (F) 063 STRUCTURE BACKFILL (BRIDGE) M3 78.0000 79,560.00 1,020.000 79,560 (F) 064 STRUCTURE BACKFILL (RETAINING WALL) M3 67.0000 23,852.00 341.140 22,856 (F) 065 PREPARE HOLE EA 130.0000 28,600.00 135.000 17,550 066 ROCK AND OTHER SURFACE STAINING M2 30.0000 80,100.00 0.000 0 067 SOIL MANAGEMENT PLAN LS 10,000.0000 10,000.00 1.000 10,000 068 MULCH M2 5.0000 75,500.00 9,876.000 49,380 069 EROSION CONTROL (TYPE D1) M2 3.0000 321,000.00 20,235.000 60,705.00 37,918.000 113,754 070 EROSION CONTROL (TYPE D2) M2 3.0000 54,000.00 17,978.000 53,934 071 FIBER ROLLS M 10.0000 61,700.00 0.000 0 072 COMPOST, INCORPORATE M2 6.7000 716,900.00 18,014.900 120,699 073 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 6,000.00 1.000 1,000.00 10.000 10,000 074 200 MM CORRUGATED HIGH DENSITY M 89.0000 10,680.00 0.000 0 POLYETHYLENE PIPE CONDUIT 075 CLASS 2 AGGREGATE BASE M3 68.0000 992,800.00 12,249.230 832,947 076 CEMENT TREATED PERMEABLE BASE M3 86.0000 382,700.00 2,597.820 223,412 PROGRAM CAS145 PAGE 4 DATE 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 03:48 PM ESTIMATE NO. 083 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/16 R.E. NAME: RE, SHARI DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 HOT MIX ASPHALT TONN 82.0000 2,492,800.00 30.840 2,528.88 22,211.170 1,821,315 078 SHOULDER RUMBLE STRIP STA 1,640.0000 45,920.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 079 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 40.0000 24,800.00 465.000 18,600 080 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 50.0000 2,300.00 0.000 0 081 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 50.0000 8,000.00 0.000 0 082 PLACE HOT MIX ASPHALT M2 26.0000 988.00 28.830 749 (MISCELLANEOUS AREA) 083 FURNISH STEEL PILING (HP 250 X 62) M 75.0000 20,850.00 296.300 22,222 084 DRIVE STEEL PILE (HP 250 X 62) EA 3,200.0000 121,600.00 38.000 121,600 085 37XX MM PERMANENT STEEL CASING M 45,000.0000 6,165,000.00 138.400 6,228,000 086 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 4,050.0000 1,737,450.00 429.000 1,737,450 PILING 087 3700 MM CAST-IN-DRILLED-HOLE CONCRETE M 42,500.0000 5,822,500.00 137.700 5,852,250 PILING 088 3500 MM CAST-IN-DRILLED-HOLE CONCRETE M 22,000.0000 4,268,000.00 147.846 3,252,612 PILING (ROCK SOCKET) 089 AQUATIC SOUND ATTENUATION SYSTEM LS 1.0000 1.00 0.000 0 090 LOAD TEST PILE LS 7,000,000.0000 7,000,000.00 1.000 7,000,000 091 PRESTRESSING CAST-IN-PLACE CONCRETE LS 5,400,000.0000 5,400,000.00 1.000 5,400,000 (SEGMENTAL & PIER TABLE TENDONS) 092 PRESTRESSING CAST-IN-PLACE CONCRETE LS 450,000.0000 450,000.00 1.000 450,000 (TRANSVERSE DECK TENDONS) 093 PRESTRESSING CAST-IN-PLACE CONCRETE LS 70,000.0000 70,000.00 1.000 70,000 (HIGH STRENGTH BARS-EPOXY COATED) 094 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,000.0000 355,000.00 355.000 355,000 (F) 095 STRUCTURAL CONCRETE, BRIDGE M3 1,144.0000 3,523,520.00 3,080.000 3,523,520 (F) 096 STRUCTURAL CONCRETE, BRIDGE (PIERS 2.5) M3 990.0000 1,326,600.00 1,340.000 1,326,600 (F) BOX GIRDER (134') 097 STRUCTURAL CONCRETE, BRIDGE (PIERS 3,4) M3 1,138.0000 3,800,920.00 3,340.000 3,800,920 (F) 098 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 19,700,000.00 19,607.900 19,607,900 (F) (SEGMENTAL BOX GIRDER) 099 STRUCTURAL CONCRETE, RETAINING WALL M3 1,300.0000 179,400.00 138.000 179,400 (F) 100 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 147,000.00 210.000 147,000 (F) (TYPE N MODIFIED) 101 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 154,800.00 1.290 3,870.00 44.730 134,190 (F) 102 PERMEABLE MATERIAL (SAND TRAP) M3 700.0000 2,100.00 3.080 2,156 103 FILTER FABRIC (SAND TRAP) M2 10.0000 220.00 21.800 218 PROGRAM CAS145 PAGE 5 DATE 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 03:48 PM ESTIMATE NO. 083 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/16 R.E. NAME: RE, SHARI DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ARCHITECTURAL TEXTURE (BASS RELIEF) M2 440.0000 233,200.00 530.000 233,200 (F) 105 ARCHITECTURAL TEXTURE (DRY STACK) M2 255.0000 96,645.00 379.000 96,645 (F) 106 PRECAST CONCRETE BAT HOUSE EA 8,000.0000 128,000.00 16.000 128,000 107 FURNISH POLYESTER CONCRETE OVERLAY M3 2,785.0000 1,030,450.00 390.980 1,088,879.30 390.980 1,088,879 108 PLACE POLYESTER CONCRETE OVERLAY M2 15.0000 276,000.00 18,400.000 276,000.00 18,400.000 276,000 109 PTFE SPHERICAL BEARING EA 29,000.0000 232,000.00 8.000 232,000 110 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 5,000.0000 315,000.00 62.600 313,000 111 BAR REINFORCING STEEL (BRIDGE) KG 1.2600 2,104,200.00 1,640,259.000 2,066,726 (F) 112 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6500 16,434.00 9,960.000 16,434 (F) 113 BAR REINFORCING STEEL, BRIDGE KG 1.3900 3,579,250.00 2,575,000.000 3,579,250 (F) (SUPERSTRUCTURE) 114 BAR REINFORCING STEEL (EPOXY COATED) KG 2.0200 3,217,860.00 1,593,000.000 3,217,860 (F) (BRIDGE) 115 HEADED BAR REINFORCEMENT EA 36.0000 330,840.00 9,190.000 330,840 (F) 116 FURNISH LAMINATED PANEL SIGN M2 170.0000 10,880.00 0.000 0 (63.5 MM-TYPE B) 117 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 600.00 2.370 237 (1.6 MM-UNFRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 550.00 4.460 490 (2.0 MM-UNFRAMED) 119 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 900.00 0.000 0 (1.6 MM-FRAMED) 120 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 2,720.00 0.000 0 (2.0 MM-FRAMED) 121 ROADSIDE SIGN - ONE POST EA 300.0000 1,500.00 0.000 0 122 ROADSIDE SIGN - TWO POST EA 500.0000 2,000.00 0.000 0 123 INSTALL ROADSIDE SIGN EA 1,700.0000 10,200.00 0.000 0 (LAMINATED WOOD BOX POST) 124 WORK AREA MONITORING LS 20,000.0000 20,000.00 0.000 0 125 PREPARE AND PAINT CONCRETE M2 75.0000 28,425.00 381.560 28,617 126 450 MM ALTERNATIVE PIPE CULVERT M 600.0000 1,800.00 6.700 4,020 127 600 MM ALTERNATIVE PIPE CULVERT M 400.0000 216,000.00 38.700 15,480.00 432.400 172,960 128 750 MM ALTERNATIVE PIPE CULVERT M 900.0000 153,000.00 165.100 148,590 129 900 MM ALTERNATIVE PIPE CULVERT M 460.0000 26,220.00 85.700 39,422 130 1050 MM ALTERNATIVE PIPE CULVERT M 600.0000 14,400.00 17.400 10,440 PROGRAM CAS145 PAGE 6 DATE 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 03:48 PM ESTIMATE NO. 083 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/16 R.E. NAME: RE, SHARI DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 200 MM PERFORATED PLASTIC M 100.0000 237,000.00 1,634.600 163,460 PIPE UNDERDRAIN 132 80 MM PLASTIC PIPE (EDGE DRAIN) M 43.0000 73,100.00 902.400 38,803 133 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 94.0000 15,040.00 128.400 12,069 134 600 MM DOWNDRAIN SLIP JOINT EA 425.0000 1,275.00 2.000 850 135 750 MM DOWNDRAIN SLIP JOINT EA 520.0000 520.00 1.000 520 136 600 MM ANCHOR ASSEMBLY EA 475.0000 11,400.00 16.000 7,600 137 750 MM ANCHOR ASSEMBLY EA 500.0000 2,500.00 5.000 2,500 138 CABLE ANCHORAGE SYSTEM M 143.0000 21,450.00 90.000 12,870 139 600 MM ALTERNATIVE PIPE DOWNDRAIN M 206.0000 24,720.00 30.500 6,283.00 104.500 21,527 140 750 MM ALTERNATIVE PIPE DOWNDRAIN M 340.0000 7,820.00 19.000 6,460 141 900 MM CORRUGATED STEEL PIPE INLET M 1,200.0000 13,200.00 6.600 7,920 (2.01 MM THICK) 142 WELDED STEEL PIPE CASING (BRIDGE) M 300.0000 18,600.00 74.500 22,350 143 600 MM ALTERNATIVE FLARED END SECTION EA 140.0000 420.00 1.000 140.00 1.000 140 144 900 MM DEBRIS RACK CAGE (H = 1.8 M) KG 100.0000 12,640.00 94.800 9,480 (F) 145 ROCK SLOPE PROTECTION (75MM, METHOD B) M3 148.0000 26,640.00 104.240 15,427 146 ROCK MASONRY ENERGY DISSIPATOR EA 10,000.0000 10,000.00 1.000 10,000 147 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 143.0000 34,320.00 7.560 1,081.08 247.610 35,408 148 ROCK SLOPE PROTECTION M3 600.0000 840.00 0.600 360 (BACKING NO. 2, METHOD B) 149 ROCK SLOPE PROTECTION FABRIC M2 8.0000 4,400.00 19.600 156.80 395.140 3,161 150 MISCELLANEOUS IRON AND STEEL KG 7.0000 36,610.00 108.000 756.00 2,713.000 18,991 (F) 151 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 412,800.00 68,800.000 412,800 (F) 152 BRIDGE DECK DRAINAGE SYSTEM KG 22.0000 24,200.00 1,100.000 24,200 (F) 153 STEEL WORK PLATFORM EA 23,000.0000 184,000.00 8.000 184,000 (F) 154 CHAIN LINK FENCE (TYPE CL-2.4) M 60.0000 147,000.00 1,877.850 112,671 155 ONE WAY DEER GATE EA 3,500.0000 14,000.00 5.000 17,500 156 5.5 M CHAIN LINK GATE (TYPE CL-2.1) EA 1,100.0000 2,200.00 0.000 0 157 DELINEATOR (BARRIER MOUNTED) EA 15.0000 2,250.00 81.000 1,215.00 81.000 1,215 PROGRAM CAS145 PAGE 7 DATE 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 03:48 PM ESTIMATE NO. 083 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/16 R.E. NAME: RE, SHARI DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 DELINEATOR (CLASS 2) EA 65.0000 2,340.00 0.000 0 159 MILEPOST MARKER EA 70.0000 700.00 0.000 0 160 UNDERDRAIN MARKER EA 25.0000 600.00 0.000 0 161 MARKER (CULVERT) EA 60.0000 1,380.00 0.000 0 162 OBJECT MARKER (TYPE L-1) EA 57.0000 171.00 0.000 0 163 METAL BEAM GUARD RAILING M 100.0000 18,000.00 181.600 18,160 164 VEGETATION CONTROL (MINOR CONCRETE) M2 52.0000 25,480.00 0.000 0 165 CABLE RAILING M 264.0000 4,488.00 0.000 0 166 TRANSITION RAILING (TYPE WB) EA 4,500.0000 13,500.00 1.000 4,500 167 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 2,000.00 3.000 3,000 168 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000 169 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 16,800.00 2.000 5,600 170 CRASH CUSHION (REACT 9SCBS) EA 40,000.0000 40,000.00 0.000 0 171 CONCRETE BARRIER (TYPE 60) M 277.0000 310,240.00 418.300 115,869 172 CONCRETE BARRIER (TYPE 60A) M 277.0000 169,524.00 612.000 169,524 (F) 173 CONCRETE BARRIER (TYPE 60C) M 305.0000 106,750.00 163.000 49,715 174 CONCRETE BARRIER (TYPE 60D) M 288.0000 7,776.00 0.000 0 175 CONCRETE BARRIER (TYPE 60E) M 326.0000 15,648.00 0.000 0 176 CALIFORNIA ST-20S BRIDGE RAILING M 1,000.0000 1,226,000.00 1,226.000 1,226,000 (F) 177 100 MM TWO-COMPONENT PAINT M 7.0000 105,700.00 0.000 0 TRAFFIC STRIPE 178 200 MM TWO-COMPONENT PAINT M 15.0000 2,700.00 0.000 0 TRAFFIC STRIPE 179 100 MM TWO COMPONENT PAINT STRIPE M 7.0000 77,000.00 0.000 0 (BROKEN 10.98-3.66) 180 TWO-COMPONENT PAINT PAVEMENT MARKING M2 500.0000 6,000.00 0.000 0 181 PAVEMENT MARKER EA 7.0000 8,260.00 0.000 0 (RETROREFLECTIVE-RECESSED) 182 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 49,000.0000 49,000.00 0.250 12,250 SYSTEM ELEMENTS DURING CONSTRUCTION 183 LIGHTING LS 250,000.0000 250,000.00 0.590 147,500 184 CRANE, HOIST AND LIGHTING LS 1,650,000.0000 1,650,000.00 0.330 544,500 ASSEMBLY SYSTEM PROGRAM CAS145 PAGE 8 DATE 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 03:48 PM ESTIMATE NO. 083 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/16 R.E. NAME: RE, SHARI DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 HIGHWAY ADVISORY RADIO SYSTEM LS 65,000.0000 65,000.00 0.980 63,700 186 TEMPORARY SOLAR FLASHING BEACON SYSTEM LS 30,000.0000 30,000.00 0.966 28,980 187 INDUCTIVE LOOP DETECTOR LS 10,000.0000 10,000.00 0.235 2,350 188 POWER AND TELEPHONE SERVICE LS 35,000.0000 35,000.00 1.000 35,000 189 SEISMIC MONITORING SYSTEM LS 250,000.0000 250,000.00 0.016 4,000.00 0.860 215,000 190 COMMUNICATION CONDUIT (BRIDGE) M 100.0000 250,000.00 2,500.000 250,000 (F) PROGRAM CAS145 PAGE 9 DATE 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 03:48 PM ESTIMATE NO. 083 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/16 R.E. NAME: RE, SHARI DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,215,053.76 106,036,765.46 ADJUSTMENT OF COMPENSATION 0.00 2,006,460.60 EXTRA WORK 8,962.08 2,443,617.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,224,015.84 110,486,843.35 191 MOBILIZATION LS 10,736,352.0000 10,736,352.00 1.000 10,736,352 ORIGINAL CONTRACT AMOUNT 124,677,700.00 TOTAL WORK COMPLETED 2,224,015.84 121,223,195.35 MATERIALS ON HAND ON SITE 60,738.45 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -129,200.79 -4,152,418.90 TOTAL 2,094,815.05 117,131,514.90 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 10/14/09 1300 11/30/09 12/08/09 01/01/17 1641 48 0 0 92% 100% PROGRESS IS SATISFACTORY PROGRESS WITHHOLD TAKEN RE, SHARI RESIDENT ENGINEER PROGRAM CAS145 DATE 09/19/16