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 12/05/12 EST. NO.55 TIME 09:52 AM R.E. NAME: JENKINS, PATRICK 11-2T0934 --------------------------------------------------------------------------- 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 12/05/12 EST. NO.55 TIME 09:52 AM R.E. NAME: JENKINS, PATRICK 11-2T0934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-SUBMITTAL CPM -16,455.34 01 NON-SUBMITTAL CPM 16,455.34 02 NO APPROVED CPM -704,157.69 04 REJ TEMP RAIL TYPE K -13,627.80 04 PROGRESS SCHEDULE -869,804.69 05 SURVEY RESTAKE -1,020.00 05 ELECT COST BREAKDOWN -969,402.80 06 SURVEY STAKING 1,020.00 06 NO APPROVED CPM 704,157.69 07 PROGRESS SCHEDULE 869,804.69 07 ELECT COST BREAKDOWN 969,402.80 08 CLASS I FINISH BARR -8,698.04 10 CPM 553,962.10 10 MISALIGN FRONT PNLS -12,805.44 10 PERFORMANCE FAILURE -1,548,703.70 10 CPM CORRECTION -553,962.10 11 PERFORMANCE FAILURE 1,548,703.70 11 CONCOMP AGG./PCCP -696.07 14 25% FOR SWPPP -720,184.31 14 25% FOR SWPPP 720,184.31 15 25% PAVEMT ITEM 101 -107,830.32 17 CLASS I FINISH BARR 6,698.04 22 25% PAVEMT ITEM 101 107,830.32 22 REJ TEMP RAIL TYPE K 13,627.80 27 MISSING MISC CERTS. -30,000.00 48 RECD MISC CERTS 30,000.00 51 CCO 126 PANELS 12,805.44 52 RELEASE CLASS I 2,000.00 52 0.00 -696.07 LABOR COMPLIANCE VIOLATION O/S PRS MARCH 08 -10,000.00 03 O/S PRS APR -10,000.00 04 PRS RECD MARCH 10,000.00 04 O/S PRS JUNE -10,000.00 06 O/S PRS JULY -10,000.00 08 O/S PRS AUG -10,000.00 09 PRS RECD JUNE 10,000.00 09 O/S PRS SEPT 08 -10,000.00 10 O/S PRS OCT -10,000.00 11 PRS RECD APRIL 10,000.00 12 PRS RECD JULY 10,000.00 13 PRS RECD SEPT 10,000.00 13 PRS REVD AUG 10,000.00 13 O/S PRS JAN -10,000.00 14 PRS RECD OCT 10,000.00 14 O/S PRS FEB 09 -10,000.00 16 PRS RECD JAN 09 10,000.00 16 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 12/05/12 EST. NO.55 TIME 09:52 AM R.E. NAME: JENKINS, PATRICK 11-2T0934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD FEB 09 10,000.00 17 O/S PRS APRIL -10,000.00 18 O/S PRS MAY -10,000.00 19 PRTL PRS RECD APRIL 7,000.00 19 O/S PRS JUNE -10,000.00 20 PRS RECD APRIL 3,000.00 20 PRTL PRS RECD MAY 5,000.00 20 PRS RECD JUNE 09 10,000.00 21 O/S PS AUG 09 -10,000.00 22 PRTL PRS MAY 3,000.00 23 PRTL PRS AUG 8,000.00 23 O/S PRS OCT -10,000.00 24 PRS RECD MAY 2,000.00 24 O/S PRS NOV 09 -2,000.00 25 PRS RECD AUG 2,000.00 25 PRTL PRS OCT 5,000.00 25 O/S PRS DEC -3,000.00 26 PRS RECD NOV 2,000.00 26 PRTL PRS RECD OCT 2,000.00 26 O/S PRS JAN -1,000.00 27 PRTL PRS RECD OCT 1,500.00 27 O/S PRS FEB -2,000.00 28 PRS RECD OCT 09 1,500.00 28 PRS RECD DEC 09 3,000.00 28 O/S PRS MARCH -1,000.00 29 PRS RECD JAN 1,000.00 29 PRTL PRS FEB 1,000.00 29 O/S PRS APRIL -10,000.00 30 PRS RECD FEB 1,000.00 30 PRS RECD MARCH 1,000.00 30 O/S PRS MAY -10,000.00 31 PRTL PRS RECD APR 7,000.00 31 O/S PRS JUNE -2,000.00 32 PRS RECD APRIL 3,000.00 32 PRTL PRS MAY 7,000.00 32 O/S PRS JULY -4,000.00 33 PRS RECD MAY 3,000.00 33 PRS RECD JUNE 2,000.00 33 O/S PRS AUG -5,000.00 34 PRTL PRS JULY 3,000.00 34 O/S PRS SEPT -10,000.00 35 O/S PRS OCT -3,000.00 36 PRTL PRS SEPT 5,000.00 36 O/S PRS NOV -10,000.00 37 PRTL PRS RECD SEPT 1,000.00 37 O/S PRS DEC -10,000.00 38 PRS RECD SEPT 4,000.00 38 PRS RECD OCT 3,000.00 38 PRTL PRS RECD NOV 6,000.00 38 O/S PRS JAN -10,000.00 39 PRS RECD JULY 10 1,000.00 39 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 12/05/12 EST. NO.55 TIME 09:52 AM R.E. NAME: JENKINS, PATRICK 11-2T0934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD NOV 10 4,000.00 39 PRTL PRS RECD DEC 10 5,000.00 39 O/S PRS FEB -10,000.00 40 PRS RECD AUG 10 5,000.00 40 PRTL PRS RECD DEC 10 4,000.00 40 PRTL PRS RECD JAN 5,000.00 40 O/S PRS MARCH -7,000.00 41 PRS RECD FEB 10,000.00 41 PRTL PRS RECD JAN 4,000.00 41 O/S PRS APRIL 2011 -10,000.00 42 PRS RECD DEC 2010 1,000.00 42 PRTL PRS RECD MAR 11 6,000.00 42 DEL MAYN 2011 CPR -5,000.00 43 PRTL APR 2011 DEL 6,000.00 43 RECD JAN 2011 DEL 1,000.00 43 DEL JUN'11CPR -2,000.00 44 PRTL MAR'11DEL 1,000.00 44 PRTL MAY'11DEL 4,000.00 44 DEL AUG 2011 CPR -1,000.00 46 PRTL JUN '11 DEL CPR 1,000.00 46 RECD MAY'11 DEL CPR 1,000.00 46 DEL SEPT 11 CPR -2,000.00 47 RECD AUG 11 DEL 1,000.00 47 RECD SEPT 11 DEL 2,000.00 48 DEL NOV 11 CPR -2,000.00 49 PRTL APR 11 DEL 4,000.00 53 PRTL JUN 11 DEL 1,000.00 53 RECD NOV 11 DEL 2,000.00 53 0.00 0.00 OTHER OUTSTANDING DOCUMENTS O/S CEM 2402(S) -10,000.00 50 RECD CEM-2402(S) 10,000.00 55 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -696.07 PROGRAM CAS145 PAGE 1 DATE 12/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 09:52 AM ESTIMATE NO. 55 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/28/11 R.E. NAME: JENKINS, PATRICK DATE OF THIS ESTIMATE 12/05/12 LOCATION FINAL ESTIMATE 11-SD-15-M16.0/M19.3 -------------- FCI CONSTRUCTORS, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 10050 BLACK MOUNTAIN ROAD FROM MIRA MESA BOULEVARD SAN DIEGO CA 92126 UNDERCROSSING TO 0.3 KM SOUTH OF ROUTE 56/15 SEPARATION OVERCROSSING FED. AID NO. N O N E CONSTRUCT MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 12,500.0000 12,500.00 1.000 12,500 002 TIME-RELATED OVERHEAD WDAY 4,400.0000 3,168,000.00 798.000 3,511,200 003 TEMPORARY FENCE (TYPE CL-1.8) M 80.0000 17,600.00 197.000 15,760 004 TEMPORARY FENCE (TYPE ESA) M 12.0000 5,040.00 293.110 3,517 005 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 1.000 150,000 006 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 1.000 500 (S) PREVENTION PLAN 007 TEMPORARY HYDRAULIC MULCH M2 0.3000 10,380.00 21,300.000 6,390 008 TEMPORARY FIBER ROLL M 8.0000 352,800.00 12,954.590 103,636 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,500.0000 99,000.00 39.000 214,500 010 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 110,000.00 19.000 95,000 011 TEMPORARY CHECK DAM M 92.0000 7,360.00 450.700 41,464 012 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 5.000 2,500 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 47,500.00 85.000 21,250 014 TEMPORARY HYDRAULIC MULCH M2 0.8500 63,665.00 47,795.000 40,625 (S) (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 250,000.0000 250,000.00 1.000 250,000 016 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 1.000 45,000 (S) 017 TRAFFIC CONTROL SYSTEM LS 1,250,000.0000 1,250,000.00 1.000 1,250,000 (S) 018 TYPE II BARRICADE EA 32.0000 1,152.00 9.000 288 (S) 019 BARRICADE (LEFT IN PLACE) EA 80.0000 3,600.00 0.000 0 (S) 020 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 3,900.00 328.000 9,840 (S) 021 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 13,600.00 14,650.700 14,650 (S) 022 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 17,000.00 0.000 0 (S) (LEFT IN PLACE) PROGRAM CAS145 PAGE 2 DATE 12/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 09:52 AM ESTIMATE NO. 55 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/28/11 R.E. NAME: JENKINS, PATRICK DATE OF THIS ESTIMATE 12/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC PLASTIC DRUM EA 40.0000 13,600.00 419.000 16,760 (S) 024 TEMPORARY PAVEMENT MARKER EA 5.0000 14,850.00 1,935.000 9,675 (S) 025 PORTABLE CHANGEABLE MESSAGE SIGN EA 13,500.0000 162,000.00 12.000 162,000 (S) 026 TEMPORARY RAILING (TYPE K) M 18.0000 446,400.00 24,244.800 436,406 (S) 027 TEMPORARY CRASH CUSHION MODULE EA 250.0000 157,500.00 371.000 92,750 (S) 028 ABANDON CULVERT EA 1,286.0000 14,146.00 11.000 14,146 029 ABANDON IRRIGATION CROSSOVER EA 1,200.0000 25,200.00 2.000 2,400 030 REMOVE CHAIN LINK FENCE M 28.0000 5,600.00 108.300 3,032 031 REMOVE METAL BEAM GUARD RAILING M 22.0000 19,800.00 931.650 20,496 032 REMOVE DOUBLE METAL BEAM BARRIER M 30.0000 600.00 19.000 570 033 REMOVE TRAFFIC STRIPE M 1.6000 96,480.00 104,601.580 167,362 (S) 034 REMOVE PAVEMENT MARKING M2 33.0000 1,914.00 370.420 12,223 035 REMOVE ROADSIDE SIGN EA 125.0000 1,250.00 75.000 9,375 036 REMOVE SIGN STRUCTURE EA 4,500.0000 40,500.00 9.000 40,500 037 REMOVE CULVERT M 70.0000 51,800.00 728.800 51,016 038 REMOVE INLET EA 1,100.0000 50,600.00 43.000 47,300 039 REMOVE DOWNDRAIN M 71.0000 5,396.00 104.970 7,452 040 REMOVE RETAINING WALL (PORTION) M 45.0000 99,000.00 2,008.800 90,396 041 REMOVE SLOPE PAVING LS 4,300.0000 4,300.00 1.000 4,300 042 REMOVE CONCRETE DECK SURFACE M2 68.0000 31,280.00 526.400 35,795 043 REMOVE POP-UP EA 566.0000 11,886.00 21.000 11,886 044 RESET ROADSIDE SIGN EA 175.0000 4,725.00 21.000 3,675 045 RELOCATE ROADSIDE SIGN EA 175.0000 1,750.00 10.000 1,750 046 MODIFY INLET EA 3,000.0000 12,000.00 6.000 18,000 047 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 49,200.00 21,654.750 64,964 (S) 048 REMOVE CONCRETE BARRIER (TYPE 60E) M 108.0000 5,400.00 50.000 5,400 049 REMOVE CONCRETE CURB AND SIDEWALK M 17.0000 14,450.00 837.800 14,242 PROGRAM CAS145 PAGE 3 DATE 12/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 09:52 AM ESTIMATE NO. 55 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/28/11 R.E. NAME: JENKINS, PATRICK DATE OF THIS ESTIMATE 12/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER M 14.0000 65,240.00 5,716.170 80,026 051 PREPARE CONCRETE BRIDGE DECK SURFACE M2 11.0000 20,680.00 1,910.000 21,010 052 REMOVE CONCRETE BARRIER (TYPE K) M 25.0000 15,250.00 200.000 5,000 053 CLEAN BRIDGE DECK M2 6.0000 41,580.00 6,900.000 41,400 054 ACCESS OPENING, SOFFIT EA 1,500.0000 3,000.00 0.000 0 055 SHATTER CONCRETE M2 3.0000 7,470.00 2,434.000 7,302 056 CAP INLET EA 1,600.0000 33,600.00 23.000 36,800 057 REMOVE CRASH CUSHION (9CBB) EA 3,465.0000 3,465.00 1.000 3,465 058 REMOVE CRASH CUSHION (G.R.E.A.T.) EA 2,460.0000 9,840.00 2.000 4,920 059 BRIDGE REMOVAL LS 450,000.0000 450,000.00 1.000 450,000 060 BRIDGE REMOVAL (PORTION), LOCATION A LS 24,000.0000 24,000.00 1.000 24,000 061 BRIDGE REMOVAL (PORTION), LOCATION B LS 8,000.0000 8,000.00 0.909 7,272 062 BRIDGE REMOVAL (PORTION), LOCATION C LS 24,000.0000 24,000.00 1.000 24,000 063 BRIDGE REMOVAL (PORTION), LOCATION D LS 5,000.0000 5,000.00 1.000 5,000 064 CLEARING AND GRUBBING LS 170,000.0000 170,000.00 1.000 170,000 065 ROADWAY EXCAVATION M3 12.0000 3,420,000.00 292,639.740 3,511,676 066 ROCK STAINING M2 1.0000 50,000.00 0.000 0 067 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 94,875.00 1,257.810 94,335 (F) 068 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 2,514,900.00 40,042.192 2,402,531 069 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 65.0000 29,250.00 0.000 0 (F) 070 STRUCTURE EXCAVATION, TEMPORARY TIEBACK M3 144.0000 14,400.00 110.000 15,840 (F) WALL 071 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 86,000.00 852.810 85,281 (F) 072 STRUCTURE BACKFILL M3 130.0000 78,000.00 0.000 0 (LIGHTWEIGHT, RETAINING WALL) 073 STRUCTURE BACKFILL (RETAINING WALL) M3 77.0000 3,344,880.00 40,087.265 3,086,719 074 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 600.0000 3,000.00 0.000 0 (F) 075 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 170,200.00 1,692.000 169,200 WALL) 076 SAND BACKFILL M3 168.0000 10,584.00 59.690 10,027 PROGRAM CAS145 PAGE 4 DATE 12/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 09:52 AM ESTIMATE NO. 55 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/28/11 R.E. NAME: JENKINS, PATRICK DATE OF THIS ESTIMATE 12/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 LEAN CONCRETE BACKFILL M3 208.0000 9,360.00 0.000 0 (F) 078 760 MM DRILLED HOLE M 1,075.0000 376,250.00 0.000 0 079 DITCH EXCAVATION M3 50.0000 10,000.00 216.800 10,840 080 STEEL SOLDIER PILE (HP360 X 174) M 290.0000 100,050.00 0.000 0 081 EROSION CONTROL (BLANKET) M2 5.0000 25,500.00 2,280.000 11,400 082 EROSION CONTROL (BIOFILTRATION) M2 23.0000 7,130.00 310.000 7,130 083 EROSION CONTROL (TYPE D) M2 1.1000 149,600.00 104,219.250 114,641 (S) 084 FIBER ROLLS M 8.0000 42,480.00 12,826.550 102,612 085 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 9.000 4,500 (S) 086 IRRIGATION SYSTEM LS 65,000.0000 65,000.00 1.000 65,000 (S) 087 NPS 4 SUPPLY LINE (BRIDGE) M 245.0000 76,195.00 212.300 52,013 088 250 MM CORRUGATED HIGH DENSITY M 350.0000 34,650.00 99.000 34,650 POLYETHYLENE PIPE CONDUIT 089 250 MM WELDED STEEL PIPE CONDUIT M 650.0000 50,050.00 60.000 39,000 (6.35 MM THICK) 090 EXTEND 250 MM CONDUIT M 3,900.0000 7,800.00 0.000 0 091 TRUCK WATERING LS 53,000.0000 53,000.00 0.000 0 092 CLASS 2 AGGREGATE BASE M3 37.0000 1,361,600.00 40,863.270 1,511,940 093 AGGREGATE BASE (APPROACH SLAB) M3 700.0000 4,200.00 0.000 0 094 ASPHALT TREATED PERMEABLE BASE M3 200.0000 52,000.00 250.810 50,162 095 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 9,000.00 3.024 3,024 096 ASPHALT CONCRETE (TYPE A) TONN 95.0000 1,387,000.00 20,705.071 1,966,981 097 ASPHALT CONCRETE BASE (TYPE A) TONN 90.0000 2,871,000.00 24,272.436 2,184,519 098 PLACE ASPHALT CONCRETE DIKE M 7.0000 28,280.00 4,824.660 33,772 099 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 16.0000 12,320.00 544.000 8,704 AREA) 100 ASPHALTIC EMULSION (PAINT BINDER) TONN 700.0000 7,000.00 9.260 6,482 101 CONCRETE PAVEMENT M3 230.0000 5,842,000.00 25,056.942 5,763,096 102 REPLACE CONCRETE PAVEMENT M3 1,400.0000 126,000.00 121.230 169,722 (RAPID STRENGTH CONCRETE) 103 SEAL PAVEMENT JOINT M 8.0000 281,600.00 30,850.200 246,801 PROGRAM CAS145 PAGE 5 DATE 12/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 09:52 AM ESTIMATE NO. 55 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/28/11 R.E. NAME: JENKINS, PATRICK DATE OF THIS ESTIMATE 12/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 SEAL LONGITUDINAL ISOLATION JOINT M 25.0000 208,750.00 11,182.480 279,562 105 TIE BAR (DRILL AND BOND) EA 28.0000 2,660.00 95.000 2,660 106 SEAL JOINT (EXISTING CONCRETE PAVEMENT) M 7.0000 37,940.00 4,790.000 33,530 107 GRIND EXISTING CONCRETE M2 5.0000 42,000.00 4,547.000 22,735 PAVEMENT 108 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 19,000.0000 1,558,000.00 81.085 1,540,615 (S) PILING 109 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 26,000.0000 1,118,000.00 45.115 1,172,990 (S) PILING (ROCK SOCKET) 110 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 1.000 200,000 (S) 111 TEMPORARY TIEBACK ANCHOR EA 2,000.0000 94,000.00 47.000 94,000 (S) 112 STRUCTURAL CONCRETE (CIP WALL FACE) M3 851.0000 59,570.00 0.000 0 (F) 113 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 78,750.00 225.000 78,750 (F) 114 STRUCTURAL CONCRETE, DECK OVERLAY M3 550.0000 134,750.00 210.500 115,775 (F) 115 STRUCTURAL CONCRETE, BRIDGE M3 850.0000 2,350,250.00 2,785.000 2,367,250 (F) 116 STRUCTURAL CONCRETE, RETAINING WALL M3 395.0000 5,802,550.00 14,358.915 5,671,771 117 STRUCTURAL CONCRETE, BARRIER SLAB M3 618.0000 179,220.00 0.000 0 (F) 118 STRUCTURAL CONCRETE, APPROACH SLAB M3 720.0000 176,400.00 243.160 175,075 (F) (TYPE N) 119 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 60,500.00 141.900 156,090 (TYPE R) 120 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 40,000.00 88.669 70,935 (F) (TYPE N MODIFIED) 121 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 2,100.0000 42,000.00 36.750 77,175 122 CLASS 4 CONCRETE (BACKFILL) M3 200.0000 11,000.00 60.720 12,144 (F) 123 CLASS 1 CONCRETE (BACKFILL) M3 230.0000 23,000.00 0.000 0 (F) 124 MINOR CONCRETE (MINOR STRUCTURE) M3 1,900.0000 304,000.00 176.169 334,721 125 ARCHITECTURAL SURFACE (BARRIER) M2 37.0000 50,579.00 1,367.000 50,579 (F) 126 SWIRLED PLASTER TEXTURE M2 22.0000 251,680.00 11,410.000 251,020 127 FRACTURED RIB TEXTURE M2 150.0000 31,500.00 210.000 31,500 (F) 128 RIPPED TEXTURE (ROPE) M2 44.0000 4,840.00 110.000 4,840 (F) 129 DRILL AND BOND DOWEL M 100.0000 1,100.00 14.600 1,460 130 CLEAN EXPANSION JOINT M 70.0000 12,110.00 142.000 9,940 PROGRAM CAS145 PAGE 6 DATE 12/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 09:52 AM ESTIMATE NO. 55 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/28/11 R.E. NAME: JENKINS, PATRICK DATE OF THIS ESTIMATE 12/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REFINISH BRIDGE DECK M2 280.0000 15,400.00 55.000 15,400 (F) 132 FURNISH POLYESTER CONCRETE OVERLAY M3 4,300.0000 25,800.00 13.320 57,276 133 PLACE POLYESTER CONCRETE OVERLAY M2 100.0000 17,000.00 251.000 25,100 (F) 134 CORE CONCRETE (51 MM - 100 MM) M 850.0000 1,700.00 0.000 0 (S) 135 CORE CONCRETE (151 MM - 200 MM) M 425.0000 2,550.00 0.000 0 (S) 136 CORE CONCRETE (251 MM - 300 MM) M 850.0000 2,550.00 0.000 0 (S) 137 CORE CONCRETE (351 MM - 400 MM) M 1,000.0000 2,000.00 0.355 355 (S) 138 SOUND WALL (MASONRY BLOCK) M2 250.0000 360,000.00 1,470.000 367,500 (SF) 139 JOINT SEAL (MR 30 MM) M 120.0000 2,400.00 57.000 6,840 (S) 140 JOINT SEAL ASSEMBLY (MR 70 MM) M 650.0000 40,300.00 58.600 38,090 (S) 141 JOINT SEAL (MR 50 MM) M 250.0000 48,250.00 152.000 38,000 (S) 142 BAR REINFORCING STEEL (CIP WALL FACE) KG 3.0000 21,000.00 0.000 0 (SF) 143 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 782,170.00 508,375.000 864,237 (SF) 144 BAR REINFORCING STEEL (RETAINING WALL) KG 1.9000 2,200,200.00 1,125,072.950 2,137,638 (S) 145 TEMPORARY SHOTCRETE M3 500.0000 30,000.00 60.000 30,000 (S) 146 TREAT BRIDGE DECK M2 1.5000 10,395.00 6,900.000 10,350 (F) 147 FURNISH BRIDGE DECK TREATMENT MATERIAL L 20.0000 63,000.00 2,842.000 56,840 148 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 13.0000 91,000.00 5,825.000 75,725 WITH WALKWAY) 149 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 70,000.00 5,825.000 58,250 (S) WITH WALKWAY) 150 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.0000 1,690,000.00 92,286.000 922,860 151 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 169,000.00 92,286.000 92,286 (S) 152 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 10.0000 25,000.00 5,430.000 54,300 153 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 2,500.00 5,430.000 5,430 (S) 154 FURNISH SIGN STRUCTURE (TRUSS) KG 9.5000 427,500.00 30,241.000 287,289 155 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 45,000.00 30,241.000 30,241 (S) 156 FURNISH LAMINATED PANEL SIGN M2 18.0000 4,320.00 362.200 6,519 (25.4 MM-TYPE A) 157 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 2,760.00 43.200 5,184 (1.6 MM-UNFRAMED) PROGRAM CAS145 PAGE 7 DATE 12/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 09:52 AM ESTIMATE NO. 55 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/28/11 R.E. NAME: JENKINS, PATRICK DATE OF THIS ESTIMATE 12/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 1,125.00 40.800 5,100 (2.0 MM-UNFRAMED) 159 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 2,400.00 17.200 2,752 (1.6 MM-FRAMED) 160 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 1,650.00 10.000 1,650 (2.0 MM-FRAMED) 161 920 MM CAST-IN-DRILLED-HOLE M 3,000.0000 15,000.00 16.000 48,000 (S) CONCRETE PILE (SIGN FOUNDATION) 162 1524 MM CAST-IN-DRILLED-HOLE M 3,000.0000 396,000.00 103.720 311,160 (S) CONCRETE PILE (SIGN FOUNDATION) 163 METAL (RAIL MOUNTED SIGN) KG 30.0000 33,000.00 360.000 10,800 164 ROADSIDE SIGN - ONE POST EA 400.0000 6,800.00 40.000 16,000 165 ROADSIDE SIGN - TWO POST EA 500.0000 2,500.00 7.000 3,500 166 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 30.0000 210.00 17.000 510 METHOD) 167 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 50.0000 7,000.00 114.900 5,745 (S) 168 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 28,000.00 13.000 2,600 (S) EXISTING POST 169 TIMBER LAGGING M3 1,800.0000 63,000.00 0.000 0 (F) 170 300 MM REINFORCED CONCRETE PIPE M 272.0000 4,896.00 19.000 5,168 171 450 MM REINFORCED CONCRETE PIPE M 200.0000 190,000.00 1,152.090 230,418 172 600 MM REINFORCED CONCRETE PIPE M 525.0000 425,250.00 961.523 504,799 173 900 MM REINFORCED CONCRETE PIPE M 450.0000 45,000.00 222.010 99,904 174 1200 MM REINFORCED CONCRETE PIPE M 990.0000 13,860.00 11.000 10,890 175 80 MM PLASTIC PIPE (OUTLET) M 250.0000 21,000.00 141.000 35,250 176 80 MM PLASTIC PIPE (EDGE DRAIN) M 90.0000 43,200.00 881.900 79,371 177 200 MM PLASTIC PIPE M 145.0000 11,600.00 89.140 12,925 178 150 MM ALTERNATIVE PIPE UNDERDRAIN M 100.0000 28,000.00 280.000 28,000 179 600 MM BITUMINOUS COATED CORRUGATED M 200.0000 24,000.00 110.100 22,020 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 180 450 MM BITUMINOUS COATED CORRUGATED M 240.0000 31,200.00 111.130 26,671 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 181 DRAINAGE INLET MARKER EA 600.0000 6,000.00 10.000 6,000 182 GRATED LINE DRAIN M 360.0000 61,200.00 214.000 77,040 183 GRATED LINE DRAIN, WITH WALL EXTENSION M 460.0000 119,600.00 255.000 117,300 PROGRAM CAS145 PAGE 8 DATE 12/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 09:52 AM ESTIMATE NO. 55 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/28/11 R.E. NAME: JENKINS, PATRICK DATE OF THIS ESTIMATE 12/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 450 MM BITUMINOUS COATED CORRUGATED M 510.0000 2,040.00 3.260 1,662 STEEL PIPE RISER (3.51 MM THICK) 185 WELDED STEEL PIPE CASING (BRIDGE) M 220.0000 11,000.00 21.000 4,620 186 450 MM BITUMINOUS COATED STEEL EA 445.0000 890.00 2.000 890 FLARED END SECTION 187 600 MM BITUMINOUS COATED STEEL EA 590.0000 1,180.00 2.000 1,180 FLARED END SECTION 188 450 MM CONCRETE FLARED END SECTION EA 650.0000 650.00 1.000 650 189 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 3,000.00 3.000 3,000 190 900 MM PRECAST CONCRETE PIPE INLET M 950.0000 16,150.00 13.100 12,445 191 600 MM PRECAST CONCRETE PIPE RISER M 800.0000 8,800.00 7.400 5,920 192 900 MM PRECAST CONCRETE PIPE RISER M 1,100.0000 18,700.00 16.487 18,135 193 MINOR CONCRETE (BACKFILL) M3 200.0000 6,200.00 28.820 5,764 194 ROCK SLOPE PROTECTION M3 200.0000 2,200.00 10.800 2,160 (1/4 TON, METHOD B) 195 ROCK SLOPE PROTECTION M3 370.0000 10,730.00 47.480 17,567 (BACKING NO. 1, METHOD B) 196 SLOPE PAVING (CONCRETE) M3 1,000.0000 35,000.00 35.000 35,000 (F) 197 MINOR CONCRETE (SLOPE PROTECTION) M3 700.0000 126,000.00 230.420 161,294 198 ROCK SLOPE PROTECTION FABRIC M2 7.0000 770.00 149.970 1,049 199 MINOR CONCRETE (GUTTER) M 64.0000 3,200.00 112.000 7,168 (F) 200 MINOR CONCRETE (TEXTURED PAVING) M2 86.0000 347,440.00 3,989.890 343,130 201 MINOR CONCRETE (CURB, SIDEWALK AND M3 640.0000 140,800.00 287.248 183,838 CURB RAMP) 202 MISCELLANEOUS IRON AND STEEL KG 5.0000 69,000.00 14,156.000 70,780 (S) 203 BRIDGE DECK DRAINAGE SYSTEM KG 13.0000 189,800.00 2,300.000 29,900 (SF) 204 CHAIN LINK FENCE (TYPE CL-1.8) M 60.0000 4,800.00 60.000 3,600 (S) 205 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 3,000.00 0.000 0 (S) 206 DELINEATOR (CLASS 1) EA 40.0000 5,600.00 131.000 5,240 207 MILEPOST MARKER EA 75.0000 375.00 19.000 1,425 208 GUARD RAILING DELINEATOR EA 35.0000 735.00 8.000 280 209 METAL BEAM GUARD RAILING M 120.0000 5,520.00 41.880 5,025 210 TUBULAR PIPE HAND RAILING M 750.0000 15,000.00 20.000 15,000 (SF) PROGRAM CAS145 PAGE 9 DATE 12/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 09:52 AM ESTIMATE NO. 55 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/28/11 R.E. NAME: JENKINS, PATRICK DATE OF THIS ESTIMATE 12/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 CHAIN LINK RAILING (TYPE 7) M 225.0000 48,375.00 215.000 48,375 (SF) 212 CONCRETE BARRIER (TYPE K) M 60.0000 98,400.00 0.000 0 213 PERFORATED STEEL SCREEN (PILASTER) EA 4,600.0000 18,400.00 4.000 18,400 (SF) 214 PERFORATED STEEL SCREEN (SCONCE) EA 4,100.0000 32,800.00 8.000 32,800 (SF) 215 CONCRETE BARRIER (TYPE 26 MODIFIED) M 565.0000 137,295.00 243.000 137,295 (F) 216 CABLE RAILING M 50.0000 49,600.00 992.000 49,600 (F) 217 TRANSITION RAILING (TYPE WB) EA 3,500.0000 10,500.00 1.000 3,500 218 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 3,600.00 1.000 900 219 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 18,200.00 2.000 5,200 (S) 220 CRASH CUSHION (REACT 9CBB) EA 5,200.0000 20,800.00 3.000 15,600 (S) 221 ALTERNATIVE CRASH CUSHION EA 2,500.0000 2,500.00 1.000 2,500 (S) 222 CONCRETE BARRIER (TYPE 60-R) M 470.0000 4,700.00 10.000 4,700 (F) 223 CONCRETE BARRIER (TYPE 60S-R) M 360.0000 5,040.00 14.000 5,040 (F) 224 CONCRETE BARRIER (TYPE 60GE MODIFIED) M 680.0000 346,800.00 596.400 405,552 225 CONCRETE BARRIER (TYPE 60D MODIFIED) M 340.0000 132,600.00 390.250 132,685 226 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 440.0000 7,920.00 33.500 14,740 227 CONCRETE BARRIER (TYPE 60D) M 250.0000 57,500.00 218.250 54,562 228 CONCRETE BARRIER (TYPE 60S) M 160.0000 187,200.00 1,453.000 232,480 229 CONCRETE BARRIER (TYPE 60SA) M 300.0000 9,600.00 41.000 12,300 230 CONCRETE BARRIER (TYPE 60SC) M 270.0000 623,700.00 2,178.100 588,087 231 CONCRETE BARRIER (TYPE 60SA R) M 163.0000 29,829.00 219.000 35,697 (F) 232 CONCRETE BARRIER (TYPE 732 MODIFIED) M 220.0000 96,580.00 334.000 73,480 (F) 233 CONCRETE BARRIER (TYPE 732R MODIFIED) M 290.0000 2,030.00 7.000 2,030 (F) 234 CONCRETE BARRIER (TYPE 732A MODIFIED) M 240.0000 321,360.00 1,339.000 321,360 (F) 235 CONCRETE BARRIER (TYPE 732B MODIFIED) M 380.0000 106,400.00 278.430 105,803 236 CONCRETE BARRIER (TYPE 736 MODIFIED) M 220.0000 10,120.00 46.000 10,120 (F) 237 CONCRETE BARRIER (TYPE 736A MODIFIED) M 270.0000 318,600.00 1,180.000 318,600 (F) PROGRAM CAS145 PAGE 10 DATE 12/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 09:52 AM ESTIMATE NO. 55 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/28/11 R.E. NAME: JENKINS, PATRICK DATE OF THIS ESTIMATE 12/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 CONCRETE BARRIER (TYPE 736B MODIFIED) M 520.0000 1,560.00 3.000 1,560 239 CONCRETE BARRIER (TYPE 742R) M 360.0000 47,880.00 133.000 47,880 (F) 240 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 18,000.00 341.700 15,376 (S) 241 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,700.00 3,331.000 6,662 (S) 242 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 6,700.00 2,879.000 7,197 (S) (BROKEN 3.66 M - 0.92 M) 243 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 280.00 553.000 1,106 (S) (BROKEN 1.83 M - 0.30 M) 244 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,340.00 152.000 304 (S) (BROKEN 5.18 M - 2.14 M) 245 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 88,500.00 175,385.080 87,692 (S) 246 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.7500 43,050.00 25,147.000 44,007 (S) 247 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 40,250.00 12,700.000 44,450 (S) 248 SIGNAL AND LIGHTING (LOCATION 1) LS 87,000.0000 87,000.00 1.000 87,000 (S) 249 SIGNAL AND LIGHTING (LOCATION 2) LS 51,000.0000 51,000.00 1.000 51,000 (S) 250 SIGNAL AND LIGHTING (LOCATION 3) LS 156,000.0000 156,000.00 1.000 156,000 (S) 251 SIGNAL AND LIGHTING (LOCATION 4) LS 156,000.0000 156,000.00 1.000 156,000 (S) 252 TEMPORARY LIGHTING LS 127,000.0000 127,000.00 1.000 127,000 (S) 253 LIGHTING (CITY STREET) LS 113,000.0000 113,000.00 1.000 113,000 (S) 254 LIGHTING AND SIGN ILLUMINATION LS 865,000.0000 865,000.00 1.000 865,000 (S) 255 CHANGEABLE MESSAGE SIGN SYSTEM LS 92,000.0000 92,000.00 1.000 92,000 (S) 256 TEMPORARY COMMUNICATION SYSTEM LS 148,000.0000 148,000.00 1.000 148,000 (S) 257 AUTOMATIC TRAFFIC CHANNELIZER SYSTEM LS 273,000.0000 273,000.00 0.000 0 (S) 258 GUIDE WIRE SYSTEM LS 148,000.0000 148,000.00 1.000 148,000 (S) 259 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 17,000.00 140.000 7,000 (S) 260 TRAFFIC MONITORING STATION (LOCATION 1) LS 108,000.0000 108,000.00 1.000 108,000 (S) 261 TRAFFIC MONITORING STATION (LOCATION 2) LS 95,000.0000 95,000.00 1.000 95,000 (S) 262 TEMPORARY RAMP METERING SYSTEM LS 112,000.0000 112,000.00 1.000 112,000 (S) (LOCATION 1) 263 TEMPORARY RAMP METERING SYSTEM LS 107,000.0000 107,000.00 1.000 107,000 (S) (LOCATION 2) 264 TEMPORARY RAMP METERING SYSTEM LS 85,000.0000 85,000.00 1.000 85,000 (S) (LOCATION 3) PROGRAM CAS145 PAGE 11 DATE 12/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 09:52 AM ESTIMATE NO. 55 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/28/11 R.E. NAME: JENKINS, PATRICK DATE OF THIS ESTIMATE 12/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 TEMPORARY RAMP METERING SYSTEM LS 51,000.0000 51,000.00 1.000 51,000 (S) (LOCATION 4) 266 RAMP METERING SYSTEM (LOCATION 1) LS 117,000.0000 117,000.00 1.000 117,000 (S) 267 RAMP METERING SYSTEM (LOCATION 2) LS 87,000.0000 87,000.00 1.000 87,000 (S) 268 RAMP METERING SYSTEM (LOCATION 3) LS 79,000.0000 79,000.00 1.000 79,000 (S) 269 RAMP METERING SYSTEM (LOCATION 4) LS 64,000.0000 64,000.00 1.000 64,000 (S) 270 FIBER OPTIC COMMUNICATION SYSTEM LS 1,770,000.0000 1,770,000.00 1.000 1,770,000 (S) 271 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 272 MINOR CONCRETE (SOUND WALL) M2 1,240.0000 74,400.00 36.708 45,517 PROGRAM CAS145 PAGE 12 DATE 12/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 09:52 AM ESTIMATE NO. 55 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/28/11 R.E. NAME: JENKINS, PATRICK DATE OF THIS ESTIMATE 12/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 57,874,591.98 ADJUSTMENT OF COMPENSATION 0.00 5,558,857.64 EXTRA WORK 0.00 3,521,681.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 66,955,130.85 273 MOBILIZATION LS 6,630,000.0000 6,630,000.00 1.000 6,630,000 ORIGINAL CONTRACT AMOUNT 66,868,627.00 TOTAL WORK COMPLETED 0.00 73,585,130.85 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -696.07 TOTAL 10,000.00 73,584,434.78 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 02/27/08 720 03/17/08 03/13/08 12/28/11 886 60 166 0 100% 100% JENKINS, PATRICK RESIDENT ENGINEER PROGRAM CAS145 DATE 12/05/12