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 07/25/12 EST. NO.44 TIME 11:21 AM R.E. NAME: BREYER, RICHARD 11-2T0814 --------------------------------------------------------------------------- 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 0681 1,719.15 E.W. @ F.A.(+) 062712 N 1698.0 005 0158 1,464.90 E.W. @ F.A.(+) 041712 N 129.00 0159 197.64 042012 N 123.10 0160 694.12 050312 N 1696.0 092 0051 402.73 E.W. @ F.A.(+) 030812 N 1639.2 0052 2,614.15 031112 N 1641.2 7,092.69 TOTAL THIS ESTIMATE 2,873,118.72 TOTAL PREVIOUS ESTIMATE 2,880,211.41 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 07/25/12 EST. NO.44 TIME 11:21 AM R.E. NAME: BREYER, RICHARD 11-2T0814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CORE THCK 3/1-2/10 -614.64 17 CORE THCK 3/10-11/10 -463.80 17 DED PCCP CORE THICK -452.82 36 CEM 4401 ANNUAL -10,000.00 38 0.00 -11,531.26 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 08 DOCS RECD 10,000.00 20 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS FEB 09 -10,000.00 03 O/S PRS MARCH -10,000.00 04 PRS RECD FEB 10,000.00 04 O/S PRS APRIL -10,000.00 05 PRS RECD MAR 10,000.00 05 O/S PRS MAY -10,000.00 06 O/S PRS JUNE -10,000.00 07 PRS RECD APRIL 10,000.00 07 PRS RECD MAY 10,000.00 07 O/S PRS JULY -10,000.00 08 O/S PRS AUG -10,000.00 09 O/S PRS SEPT -10,000.00 11 PRTL PRS RECD JUNE 8,000.00 11 PRTL PRS RECD AUG 2,000.00 11 O/S PRS OCT -10,000.00 12 PRS RECD AUG 8,000.00 12 PRS RECD SEPT 10,000.00 12 O/S PRS NOV -1,000.00 13 PRS RECD JULY 10,000.00 13 PRTL PRS OCT 8,000.00 13 O/S PRS JAN -1,000.00 15 PRS RECD JUNE 2,000.00 15 O/S PRS FEB -1,000.00 16 O/S PRS MARCH -3,000.00 17 PRS RECD NOV 1,000.00 17 PRS RECD FEB 1,000.00 17 PRS RECD OCT 09 2,000.00 17 PRS RECD JAN 1,000.00 17 O/S PRS APRIL -1,000.00 18 O/S PRS MAY -10,000.00 19 O/S PRS JUNE -2,500.00 20 PRS RECD APRIL 1,000.00 20 PRS RECD MAY 10,000.00 20 PRTL PRS MARCH 2,000.00 20 O/S PRS JULY -2,000.00 21 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 07/25/12 EST. NO.44 TIME 11:21 AM R.E. NAME: BREYER, RICHARD 11-2T0814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD MARCH 1,000.00 21 O/S PRS AUG -1,000.00 22 PRTL PRS JULY 1,000.00 22 O/S PRS SEPT -10,000.00 23 PRS RECD JULY 1,000.00 23 PRS RECD AUG 1,000.00 23 O/S PRS OCT -2,000.00 24 O/S PRS NOV -2,000.00 25 O/S PRS DEC -2,000.00 26 SUBCONTRACTING VIOL -13,083.00 27 PRTL PRS RECD OCT 10 1,000.00 28 PRTL PRS RECD NOV 10 1,000.00 28 PRTL PRS RECD DEC 10 1,000.00 28 PRS RECD OCT 10 1,000.00 29 PRS RECD NOV 10 1,000.00 29 PRS RECD DEC 10 1,000.00 29 PRTL SEP 2010 DEL 6,000.00 31 RECD JUN'10DEL 1,000.00 32 DEL CPR JULY 2011 -2,000.00 33 DEL AUG 2011 CPR -1,000.00 34 DEL SEPT 11 CPR -3,000.00 35 PRTL JULY 11 DEL 1,000.00 35 PRTL SEPT 10 DEL 2,000.00 35 PRTL SEPT 10 DEL 1,000.00 36 PRTL SEPT 11 DEL 2,000.00 36 RECD JUN 10 DEL 1,500.00 36 DEL NOV 11 CPR -3,000.00 37 DEL JAN 12 CPR -3,000.00 39 PRTL NOV 11 DEL 2,000.00 39 DEL FEB 12 CPR -1,000.00 40 DEL MAR 12 CPR -1,000.00 41 PRTL JAN 12 DEL 1,000.00 41 RECD AUG 11 DEL 1,000.00 41 RECD JULY 11 DEL 1,000.00 41 RECD SEPT 11 DEL 1,000.00 41 DEL APR 12 CPR -1,000.00 42 RECD APR 12 DEL 1,000.00 43 0.00 -19,083.00 TOTAL DEDUCTIONS 0.00 -30,614.26 PROGRAM CAS145 PAGE 1 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 11:21 AM ESTIMATE NO. 44 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/25/12 LOCATION PROGRESS ESTIMATE 11-SD-15-M26.0/R30.2 ----------------- FLATIRON CORP. IN SAN DIEGO COUNTY IN AND NEAR 1770 LA COSTA MEADOWS DRIVE ESCONDIDO AT VARIOUS LOCATIONS FROM SAN MARCOS CA 92078 0.1 KM S OF HIGHLAND ROAD OC TO 0.2 KM N OF NINTH AVENUE UC FED. AID NO. ACIM-015 (203)N ,CMLN-6211(52)N CONSTRUCT MANAGED LANES - NORTH ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,250.0000 6,250.00 0.500 3,125.00 002 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,300,000.00 650.000 1,300,000.00 003 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 004 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 005 CONSTRUCTION SITE MANAGEMENT LS 135,000.0000 135,000.00 1.000 135,000.00 (S) 006 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.900 450.00 (S) PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 10.0000 99,000.00 6,119.070 61,190.70 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 48,000.00 24.000 48,000.00 009 TEMPORARY CONSTRUCTION ENTRANCE EA 2,900.0000 49,300.00 17.000 49,300.00 010 TEMPORARY CHECK DAM M 30.0000 12,600.00 533.200 15,996.00 011 MOVE-IN/MOVE-OUT EA 750.0000 3,750.00 2.000 1,500.00 (S) (TEMPORARY EROSION CONTROL) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 26,700.00 63.000 18,900.00 013 TEMPORARY HYDRAULIC MULCH M2 0.8000 4,920.00 0.000 0.00 (S) (BONDED FIBER MATRIX) 014 STREET SWEEPING LS 93,000.0000 93,000.00 1.000 93,000.00 015 TEMPORARY HYDRAULIC MULCH M2 0.4500 25,020.00 18,830.650 8,473.79 (S) 016 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 1.000 45,000.00 (S) 017 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 1.000 350,000.00 (S) 018 TYPE III BARRICADE EA 100.0000 5,500.00 99.000 9,900.00 (S) 019 TEMPORARY PAVEMENT MARKING M2 35.0000 3,430.00 154.280 5,399.80 (S) 020 TRAFFIC PLASTIC DRUM EA 47.0000 27,683.00 610.000 28,670.00 (S) 021 TEMPORARY PAVEMENT MARKER EA 3.0000 26,550.00 3,116.000 9,348.00 (S) 022 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 240,000.00 20.000 240,000.00 (S) PROGRAM CAS145 PAGE 2 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 11:21 AM ESTIMATE NO. 44 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) M 21.0000 424,200.00 21,788.250 457,553.25 (S) 024 TEMPORARY CRASH CUSHION MODULE EA 250.0000 82,500.00 265.000 66,250.00 (S) 025 TEMPORARY CRASH CUSHION (ABSORB-350) EA 6,000.0000 72,000.00 11.000 66,000.00 (S) 026 ABANDON CULVERT EA 1,200.0000 8,400.00 8.000 9,600.00 027 ABANDON IRRIGATION CROSSOVER EA 650.0000 21,450.00 12.000 7,800.00 028 ABANDON INLET EA 1,100.0000 1,100.00 1.000 1,100.00 029 ABANDON PIPELINE EA 1,700.0000 1,700.00 1.000 1,700.00 030 REMOVE CHAIN LINK FENCE M 16.0000 17,600.00 1,249.790 19,996.64 (S) 031 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 032 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 033 REMOVE CABLE BARRIER M 9.0000 32,310.00 3,329.300 29,963.70 (S) 034 REMOVE CABLE ANCHOR ASSEMBLY EA 250.0000 3,000.00 7.000 1,750.00 (S) 035 REMOVE METAL BEAM GUARD RAILING M 25.0000 10,375.00 374.670 9,366.75 (S) 036 REMOVE SINGLE METAL BEAM BARRIER M 25.0000 15,000.00 594.400 14,860.00 (S) 037 REMOVE DOUBLE METAL BEAM BARRIER M 40.0000 3,560.00 90.000 3,600.00 (S) 038 REMOVE TRAFFIC STRIPE M 1.3500 82,755.00 64,251.547 86,739.59 (S) 039 REMOVE PAVEMENT MARKING M2 25.0000 1,650.00 116.850 2,921.25 (S) 040 REMOVE CHANNELIZERS EA 2.0000 380.00 0.000 0.00 041 REMOVE ROADSIDE SIGN EA 125.0000 2,375.00 34.000 4,250.00 042 REMOVE SIGN STRUCTURE EA 3,000.0000 33,000.00 11.550 34,650.00 (S) 043 REMOVE CULVERT M 83.0000 19,090.00 175.210 14,542.43 044 REMOVE INLET EA 730.0000 2,920.00 7.000 5,110.00 045 REMOVE BASE AND SURFACING M3 22.0000 27,500.00 286.370 6,300.14 046 RESET ROADSIDE SIGN EA 350.0000 2,800.00 1.000 350.00 047 RELOCATE ROADSIDE SIGN EA 350.0000 6,650.00 8.000 2,800.00 048 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 66,600.00 9,011.946 54,071.68 (S) 049 REMOVE CONCRETE (DITCH) M3 343.0000 2,401.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 11:21 AM ESTIMATE NO. 44 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER (TYPE K) M 2.0000 14,700.00 6,990.800 13,981.60 051 CLEAN BRIDGE DECK M2 10.0000 30,950.00 3,141.900 31,419.00 052 CAP INLET EA 1,800.0000 14,400.00 9.000 16,200.00 053 CAP RISER EA 1,500.0000 1,500.00 1.000 1,500.00 054 REMOVE CRASH CUSHION (SAND FILLED) EA 775.0000 775.00 0.000 0.00 (S) 055 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 056 BRIDGE REMOVAL (PORTION), LOCATION A LS 55,000.0000 55,000.00 1.000 55,000.00 057 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 1.000 45,000.00 058 BRIDGE REMOVAL (PORTION), LOCATION C LS 39,000.0000 39,000.00 1.000 39,000.00 059 BRIDGE REMOVAL (PORTION), LOCATION D LS 47,500.0000 47,500.00 1.000 47,500.00 060 BRIDGE REMOVAL (PORTION), LOCATION E LS 48,500.0000 48,500.00 1.000 48,500.00 061 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 062 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 063 ROADWAY EXCAVATION M3 14.0000 2,030,000.00 143,885.710 2,014,399.94 064 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 065 STRUCTURE EXCAVATION (BRIDGE) M3 160.0000 233,600.00 1,460.000 233,600.00 (F) 066 STRUCTURE EXCAVATION (TYPE D) M3 50.0000 54,500.00 1,090.000 54,500.00 (F) 067 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 150,800.00 7,273.050 145,461.00 (F) 068 STRUCTURE BACKFILL (BRIDGE) M3 108.0000 202,608.00 1,876.000 202,608.00 (F) 069 STRUCTURE BACKFILL (RETAINING WALL) M3 46.0000 332,120.00 7,066.200 325,045.20 (F) 070 PERVIOUS BACKFILL MATERIAL M3 123.0000 8,610.00 70.000 8,610.00 (F) 071 PERVIOUS BACKFILL MATERIAL (RETAINING M3 89.0000 51,175.00 574.500 51,130.50 (F) WALL) 072 SAND BACKFILL M3 165.0000 24,750.00 156.320 25,792.80 073 DITCH EXCAVATION M3 106.0000 7,420.00 87.500 9,275.00 074 HIGHWAY PLANTING LS 54,000.0000 54,000.00 1.000 54,000.00 (S) 075 IMPORTED TOPSOIL M3 45.0000 72,450.00 1,497.300 67,378.50 076 DUFF M2 6.0000 319,200.00 52,901.950 317,411.70 PROGRAM CAS145 PAGE 4 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 11:21 AM ESTIMATE NO. 44 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 EROSION CONTROL (BIOFILTRATION) M2 14.0000 4,340.00 0.000 0.00 (S) 078 EROSION CONTROL (TYPE D) M2 5.5000 361,900.00 56,682.700 311,754.85 (S) 079 EROSION CONTROL (HYDRAULIC MATRIX) M2 6.4000 76,160.00 11,964.000 76,569.60 (S) 080 FIBER ROLLS M 8.0000 92,000.00 13,115.010 104,920.08 081 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,750.00 6.000 4,500.00 (S) 082 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 083 PLANT ESTABLISHMENT WORK LS 77,000.0000 77,000.00 0.092 7,084.00 0.520 40,040.00 (S) 084 IRRIGATION SYSTEM LS 400,000.0000 400,000.00 0.873 349,200.00 (S) 085 NPS 4 SUPPLY LINE (BRIDGE) M 385.0000 123,585.00 344.000 132,440.00 086 50 MM WATER METER EA 2,600.0000 5,200.00 0.000 0.00 (S) 087 75 MM WATER METER EA 5,000.0000 5,000.00 0.000 0.00 (S) 088 200 MM PLASTIC PIPE, SCHEDULE 40 M 115.0000 805.00 5.300 609.50 089 250 MM CORRUGATED HIGH DENSITY M 207.0000 151,110.00 711.730 147,328.11 (S) POLYETHYLENE PIPE CONDUIT 090 200 MM WELDED STEEL PIPE CONDUIT M 185.0000 57,350.00 278.000 51,430.00 (S) (6.35 MM THICK) 091 250 MM WELDED STEEL PIPE CONDUIT M 260.0000 8,060.00 31.000 8,060.00 (S) (6.35 MM THICK) 092 FINISHING ROADWAY LS 45,000.0000 45,000.00 1.000 45,000.00 093 CLASS 2 AGGREGATE BASE M3 38.0000 1,250,200.00 32,050.320 1,217,912.16 094 AGGREGATE BASE (APPROACH SLAB) M3 700.0000 4,900.00 0.000 0.00 095 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,300.0000 11,700.00 4.960 6,448.00 096 HOT MIX ASPHALT TONN 89.0000 3,622,300.00 34,647.430 3,083,621.27 097 PLACE HOT MIX ASPHALT DIKE M 6.0000 15,720.00 2,862.090 17,172.54 098 PLACE HOT MIX ASPHALT M2 33.0000 2,838.00 126.450 4,172.85 (MISCELLANEOUS AREA) 099 TACK COAT TONN 1,200.0000 132,000.00 7.800 9,360.00 100 CONCRETE PAVEMENT M3 220.0000 4,972,000.00 21,907.600 4,819,672.00 101 SEAL LONGITUDINAL ISOLATION JOINT M 21.0000 256,200.00 8,379.660 175,972.86 (S) 102 REPAIR SPALLED JOINTS LS 100.0000 100.00 1.000 100.00 103 SEAL LONGITUDINAL JOINT M 4.2000 101,220.00 12,817.760 53,834.59 PROGRAM CAS145 PAGE 5 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 11:21 AM ESTIMATE NO. 44 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 SEAL TRANSVERSE JOINT M 4.2000 63,000.00 19,156.690 80,458.10 105 GRIND EXISTING CONCRETE M2 5.0000 43,400.00 8,637.196 43,185.98 (S) PAVEMENT 106 FURNISH STEEL PILING (HP 250 X 85) M 144.0000 138,240.00 960.000 138,240.00 107 DRIVE STEEL PILE (HP 250 X 85) EA 1,120.0000 92,960.00 83.000 92,960.00 (S) 108 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 450.0000 441,450.00 966.206 434,792.70 (S) PILING 109 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 800.0000 26,400.00 31.240 24,992.00 (S) PILING (ROCK SOCKET) 110 FURNISH PILING (CLASS 625) M 138.0000 145,038.00 911.000 125,718.00 (ALTERNATIVE V) 111 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 900.0000 95,400.00 106.000 95,400.00 (S) 112 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 120.0000 172,920.00 1,558.600 187,032.00 (SF)PILING (SOUND WALL) 113 PRESTRESSING CAST-IN-PLACE CONCRETE LS 490,000.0000 490,000.00 1.000 490,000.00 (S) 114 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 450.0000 391,050.00 869.000 391,050.00 (F) 115 STRUCTURAL CONCRETE, BRIDGE M3 710.0000 3,089,210.00 4,351.000 3,089,210.00 (F) 116 JACKING SUPERSTRUCTURE LS 80,000.0000 80,000.00 1.000 80,000.00 (S) 117 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 202,500.00 450.000 202,500.00 (F) 118 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 220,000.00 227.500 250,250.00 (F) (TYPE N) 119 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 80,300.00 74.800 82,280.00 (TYPE R) 120 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 302,500.00 304.500 334,950.00 (F) (TYPE N MODIFIED) 121 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,800.0000 48,600.00 24.170 43,506.00 (F) 122 CLASS 1 CONCRETE (RETAINING WALL) M3 450.0000 847,350.00 1,801.170 810,526.50 (F) 123 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 180,000.00 109.120 196,416.00 (F) 124 MINOR CONCRETE (SOUND WALL) M3 750.0000 528,000.00 721.830 541,372.50 (F) 125 PAVING NOTCH EXTENSION M3 1,930.0000 1,930.00 1.000 1,930.00 126 ARCHITECTURAL SURFACE (BARRIER) M2 44.0000 18,744.00 426.000 18,744.00 (F) 127 ARCHITECTURAL SURFACE M2 55.0000 10,120.00 183.000 10,065.00 (F) (BARRIER TILE TEXTURE) 128 SWIRLED PLASTER TEXTURE M2 70.0000 153,090.00 2,182.500 152,775.00 (F) 129 BUTTRESS KEY TEXTURE M2 177.0000 354.00 2.000 354.00 (F) 130 DRILL AND BOND DOWEL M 113.0000 16,837.00 42.790 4,835.27 PROGRAM CAS145 PAGE 6 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 11:21 AM ESTIMATE NO. 44 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH PRECAST PRESTRESSED CONCRETE EA 60,000.0000 120,000.00 2.000 120,000.00 (S) BOX GIRDER (20 M - 25 M) 132 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 7,000.0000 14,000.00 2.000 14,000.00 (S) GIRDER 133 CORE CONCRETE (151 MM - 200 MM) M 900.0000 900.00 0.000 0.00 (S) 134 SOUND WALL (MASONRY BLOCK) M2 200.0000 1,274,200.00 7,081.300 1,416,260.00 (SF) 135 ACCESS GATE (SOUND WALL) EA 3,350.0000 10,050.00 3.000 10,050.00 (SF) 136 JOINT SEAL (MR 30 MM) M 115.0000 5,750.00 28.400 3,266.00 (S) 137 JOINT SEAL (MR 40 MM) M 230.0000 9,430.00 266.300 61,249.00 (S) 138 JOINT SEAL (MR 50 MM) M 285.0000 28,785.00 343.300 97,840.50 (S) 139 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 1,278,480.00 799,050.000 1,278,480.00 (SF) 140 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2500 403,029.00 169,120.950 380,522.14 (SF) 141 HEADED BAR REINFORCEMENT EA 20.0000 23,600.00 1,180.000 23,600.00 (SF) 142 ASPHALT MEMBRANE WATERPROOFING M2 145.0000 8,700.00 60.000 8,700.00 (SF) 143 TREAT BRIDGE DECK M2 5.0000 15,475.00 3,095.000 15,475.00 (F) 144 FURNISH BRIDGE DECK TREATMENT MATERIAL L 10.0000 14,100.00 1,132.700 11,327.00 145 COLUMN CASING KG 13.0000 262,600.00 20,200.000 262,600.00 (SF) 146 FURNISH SIGN STRUCTURE (TUBULAR) KG 12.0000 1,432,620.00 123,856.000 1,486,272.00 (F) 147 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 119,385.00 123,856.000 123,856.00 (SF) 148 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 149 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 150 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 15.0000 45,000.00 3,000.000 45,000.00 (F) WITHOUT WALKWAY) 151 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 24,000.00 3,000.000 24,000.00 (SF)WITHOUT WALKWAY) 152 FURNISH LAMINATED PANEL SIGN M2 170.0000 47,600.00 215.230 36,589.10 (25.4 MM-TYPE A) 153 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 2,700.00 51.520 4,636.80 (1.6 MM-UNFRAMED) 154 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 5,800.00 117.180 11,718.00 (2.0 MM-UNFRAMED) 155 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 480.00 11.010 1,321.20 (1.6 MM-FRAMED) 156 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 3,380.00 4.560 592.80 (2.0 MM-FRAMED) 157 1524 MM CAST-IN-DRILLED-HOLE M 2,400.0000 386,400.00 150.900 362,160.00 (S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 11:21 AM ESTIMATE NO. 44 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 METAL (RAIL MOUNTED SIGN) KG 30.0000 60,000.00 2,800.000 84,000.00 159 ROADSIDE SIGN - ONE POST EA 500.0000 7,000.00 24.000 12,000.00 160 ROADSIDE SIGN - TWO POST EA 1,250.0000 2,500.00 10.000 12,500.00 161 ROADSIDE SIGN - ONE POST (WITH WEED MAT) EA 125.0000 875.00 4.000 500.00 162 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 1,125.00 22.000 2,750.00 METHOD) 163 INSTALL SIGN PANEL ON EXISTING SIGN M2 50.0000 1,900.00 15.500 775.00 (SF)STRUCTURE 164 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 3,200.00 26.000 5,200.00 EXISTING POST 165 300 MM REINFORCED CONCRETE PIPE M 520.0000 1,820.00 0.000 0.00 166 450 MM REINFORCED CONCRETE PIPE M 268.0000 58,960.00 215.080 57,641.44 167 600 MM REINFORCED CONCRETE PIPE M 265.0000 180,200.00 814.400 215,816.00 168 750 MM REINFORCED CONCRETE PIPE M 760.0000 1,520.00 1.220 927.20 169 900 MM REINFORCED CONCRETE PIPE M 380.0000 178,600.00 460.060 174,822.80 170 1200 MM REINFORCED CONCRETE PIPE M 448.0000 26,880.00 59.780 26,781.44 171 1500 MM REINFORCED CONCRETE PIPE M 590.0000 118,000.00 194.320 114,648.80 172 100 MM PLASTIC PIPE UNDERDRAIN M 70.0000 17,500.00 255.960 17,917.20 173 100 MM PERFORATED PIPE UNDERDRAIN M 31.0000 76,260.00 2,331.000 72,261.00 174 450 MM BITUMINOUS COATED CORRUGATED M 314.0000 22,608.00 65.600 20,598.40 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 175 600 MM BITUMINOUS COATED CORRUGATED M 333.0000 36,630.00 108.690 36,193.77 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 176 DRAINAGE INLET MARKER EA 150.0000 450.00 0.000 0.00 177 900 MM BITUMINOUS COATED CORRUGATED M 900.0000 1,800.00 1.850 1,665.00 STEEL PIPE INLET (2.01 MM THICK) 178 GRATED LINE DRAIN M 1,050.0000 11,550.00 14.300 15,015.00 179 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 180 BACKFLOW PREVENTER ASSEMBLY EA 11,250.0000 11,250.00 1.000 11,250.00 181 200 MM POLYVINYL CHLORIDE PIPE CLASS 200 M 235.0000 82,250.00 340.814 80,091.29 182 100 MM BLOWOFF ASSEMBLY EA 2,800.0000 5,600.00 2.000 5,600.00 183 JACKED 900 MM WELDED STEEL PIPE M 2,900.0000 249,400.00 74.460 215,934.00 (50 MM THICK) PROGRAM CAS145 PAGE 8 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 11:21 AM ESTIMATE NO. 44 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 184 450 MM CEMENT MORTER LINED AND COATED M 1,100.0000 102,300.00 95.570 105,127.00 WELDED STEEL PIPE 185 900 MM PRECAST CONCRETE PIPE INLET M 950.0000 9,500.00 8.150 7,742.50 186 1200 MM PRECAST CONCRETE PIPE INLET M 1,640.0000 3,936.00 2.350 3,854.00 187 900 MM PRECAST CONCRETE PIPE RISER M 1,500.0000 10,500.00 5.350 8,025.00 188 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 270.0000 1,107.00 4.100 1,107.00 189 ROCK SLOPE PROTECTION M3 256.0000 2,304.00 0.000 0.00 (FACING, METHOD B) 190 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 191 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 192 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 193 SLOPE PAVING (CONCRETE) M2 200.0000 1,154,400.00 5,772.000 1,154,400.00 (F) (SPLIT FACED VENEER) 194 SLOPE PAVING (ROCK COBBLE) M2 850.0000 272,000.00 1,699.500 1,444,575.00 (F) 195 MINOR CONCRETE (DITCH LINING) M3 450.0000 71,100.00 166.180 74,781.00 196 MINOR CONCRETE (SLOPE PROTECTION) M3 800.0000 152,000.00 184.200 147,360.00 197 ROCK SLOPE PROTECTION FABRIC M2 12.0000 480.00 13.170 158.04 198 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 28,000.00 35.362 24,753.40 CONSTRUCTION) 199 MINOR CONCRETE (STRESS REDUCING SLAB) M3 590.0000 51,920.00 105.350 62,156.50 200 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 168,000.00 2,361.850 177,138.75 201 MISCELLANEOUS IRON AND STEEL KG 4.0000 43,800.00 10,975.000 43,900.00 (SF) 202 MISCELLANEOUS METAL (BRIDGE) KG 11.0000 9,900.00 900.000 9,900.00 (SF) 203 BRIDGE DECK DRAINAGE SYSTEM KG 12.0000 54,240.00 4,520.000 54,240.00 (SF) 204 TUNNEL FIRE PROTECTION LS 18,000.0000 18,000.00 1.000 18,000.00 205 CHAIN LINK FENCE (TYPE CL-1.8) M 171.0000 5,814.00 309.570 52,936.47 (S) 206 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,800.0000 1,800.00 5.000 9,000.00 (S) 207 DELINEATOR (CLASS 1) EA 75.0000 1,875.00 23.000 1,725.00 208 MILEPOST MARKER EA 100.0000 400.00 8.000 800.00 209 GUARD RAILING DELINEATOR EA 25.0000 1,050.00 39.000 975.00 210 METAL BEAM GUARD RAILING M 97.0000 15,520.00 60.960 5,913.12 (S) PROGRAM CAS145 PAGE 9 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 11:21 AM ESTIMATE NO. 44 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 211 CABLE RAILING M 44.0000 4,532.00 103.000 4,532.00 (S) 212 TRANSITION RAILING (TYPE WB) EA 3,400.0000 34,000.00 9.000 30,600.00 (S) 213 TERMINAL SYSTEM (TYPE CAT) EA 5,800.0000 5,800.00 1.000 5,800.00 (S) 214 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 800.0000 800.00 1.000 800.00 (S) 215 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 2,800.00 3.000 2,100.00 (S) 216 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 20,400.00 5.000 17,000.00 (S) 217 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,100.0000 12,400.00 7.000 21,700.00 (S) 218 ALTERNATIVE CRASH CUSHION SYSTEM EA 25,000.0000 25,000.00 1.000 25,000.00 (S) 219 CONCRETE BARRIER (TYPE 60AR MODIFIED) M 165.0000 13,035.00 79.000 13,035.00 (F) 220 CONCRETE BARRIER (TYPE 60 MODIFIED) M 330.0000 745,800.00 2,339.900 772,167.00 221 CONCRETE BARRIER (TYPE 60) M 150.0000 810,000.00 5,385.520 807,828.00 222 CONCRETE BARRIER (TYPE 60C) M 195.0000 156,000.00 807.420 157,446.90 223 CONCRETE BARRIER (TYPE 60E) M 706.0000 451,840.00 635.450 448,627.70 224 CONCRETE BARRIER (TYPE 60G MODIFIED) M 726.0000 147,378.00 203.800 147,958.80 225 CONCRETE BARRIER (TYPE 736A MODIFIED) M 200.0000 84,000.00 413.900 82,780.00 226 CONCRETE BARRIER (TYPE 736) M 230.0000 45,540.00 198.000 45,540.00 (F) 227 CONCRETE BARRIER (TYPE 736 MODIFIED) M 250.0000 110,250.00 448.200 112,050.00 (F) 228 CONCRETE BARRIER (TYPE 736B MODIFIED) M 400.0000 15,200.00 38.000 15,200.00 229 CONCRETE BARRIER (TYPE 736A MODIFIED) M 200.0000 16,200.00 81.000 16,200.00 (F) 230 CONCRETE BARRIER (TYPE 736R MODIFIED) M 240.0000 93,120.00 388.000 93,120.00 (F) 231 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 10,540.00 595.500 20,247.00 (S) 232 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 233 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 40,040.00 39,836.000 43,819.60 (S) 234 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 4,428.00 3,000.000 8,100.00 (S) 235 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,245.00 1,480.000 2,220.00 (S) (BROKEN 3.66 M - 0.92 M) 236 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 480.00 284.000 568.00 (S) (BROKEN 5.18 M - 2.14 M) 237 PAINT TRAFFIC STRIPE (1-COAT) M 0.3200 15,360.00 28,931.500 9,258.08 (S) PROGRAM CAS145 PAGE 10 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 11:21 AM ESTIMATE NO. 44 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 238 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 54,000.00 160,711.512 80,355.76 (S) 239 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 19,000.00 27,054.000 27,054.00 (S) 240 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8500 31,350.00 15,009.000 42,775.65 (S) 241 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000.00 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 242 SIGNAL AND LIGHTING LS 107,000.0000 107,000.00 1.000 107,000.00 (S) 243 TEMPORARY LIGHTING LS 270,000.0000 270,000.00 1.000 270,000.00 (S) 244 LIGHTING (CITY STREET) LS 260,000.0000 260,000.00 1.000 260,000.00 (S) 245 LIGHTING (TUNNEL) LS 124,000.0000 124,000.00 1.000 124,000.00 (S) 246 LIGHTING AND SIGN ILLUMINATION LS 537,000.0000 537,000.00 1.000 537,000.00 (S) 247 CHANGEABLE MESSAGE SIGN SYSTEM LS 39,000.0000 39,000.00 1.000 39,000.00 (S) 248 SPRINKLER CONTROL CONDUIT (BRIDGE) M 58.0000 40,600.00 700.000 40,600.00 (S) 249 TRAFFIC MONITORING STATION (LOCATION 1) LS 70,800.0000 70,800.00 1.000 70,800.00 (S) 250 TRAFFIC MONITORING STATION (LOCATION 2) LS 128,800.0000 128,800.00 1.000 128,800.00 (S) 251 TEMPORARY TRAFFIC MONITORING STATION LS 44,000.0000 44,000.00 1.000 44,000.00 (S) 252 FIBER OPTIC COMMUNICATION SYSTEM LS 429,000.0000 1,429,000.00 1.000 1,429,000.00 (S) 253 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 254 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 255 RAMP METERING SYSTEM (LOCATION 1) LS 42,000.0000 42,000.00 1.000 42,000.00 (S) 256 RAMP METERING SYSTEM (LOCATION 2) LS 54,000.0000 54,000.00 1.000 54,000.00 (S) 257 RAMP METERING SYSTEM (LOCATION 3) LS 76,700.0000 76,700.00 1.000 76,700.00 (S) 258 RAMP METERING SYSTEM (LOCATION 4) LS 62,600.0000 62,600.00 1.000 62,600.00 (S) 259 TEMPORARY RAMP METERING SYSTEM (LOC 1) LS 58,000.0000 58,000.00 1.000 58,000.00 (S) 260 TEMPORARY RAMP METERING SYSTEM (LOC 2) LS 52,700.0000 52,700.00 1.000 52,700.00 (S) 261 TEMPORARY RAMP METERING SYSTEM (LOC 3) LS 87,000.0000 87,000.00 1.000 87,000.00 (S) 262 FIRE HYDRANT EA 3,700.0000 7,400.00 1.800 6,660.00 (S) 263 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 264 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.0000 330,000.00 6,272.000 68,992.00 (F) PROGRAM CAS145 PAGE 11 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 11:21 AM ESTIMATE NO. 44 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 265 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 30,000.00 6,272.000 6,272.00 (F) 266 920 MM CAST-IN-DRILLED-HOLE M 2,500.0000 37,500.00 20.000 50,000.00 CONCRETE PILE (SIGN FOUNDATION) 267 900 MM BITUMINOUS COATED CORRUGATED M 840.0000 7,560.00 5.400 4,536.00 STEEL PIPE RISER (2.01 MM THICK) 268 CONCRETE BARRIER (TYPE 60R1) M 520.0000 13,000.00 24.500 12,740.00 269 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 3,440.00 1,079.000 4,316.00 (BROKEN 5.5 M - 3.50 M) 270 TEMPORARY CLOSED CIRCUIT TELEVISION LS 38,700.0000 38,700.00 1.000 38,700.00 (LOCATION 1) 271 TEMPORARY CLOSED CIRCUIT TELEVISION LS 36,750.0000 36,750.00 1.000 36,750.00 (LOCATION 2) PROGRAM CAS145 PAGE 12 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 11:21 AM ESTIMATE NO. 44 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 7,084.00 42,949,524.57 ADJUSTMENT OF COMPENSATION 0.00 -902,640.87 EXTRA WORK 7,092.69 3,782,852.28 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 14,176.69 45,829,735.98 272 MOBILIZATION LS 750,000.0000 3,750,000.00 1.000 3,750,000.00 ORIGINAL CONTRACT AMOUNT 46,599,284.00 TOTAL WORK COMPLETED 14,176.69 49,579,735.98 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -30,614.26 TOTAL 14,176.69 49,549,121.72 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/10/08 900 01/15/09 02/03/09 01/15/13 650 97 49 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY BREYER, RICHARD RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/12