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 10/23/12 EST. NO.15 TIME 01:39 PM R.E. NAME: AMUTH, KAUSI 12-0G3304 --------------------------------------------------------------------------- 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 0067 278.11 E.W. @ F.A.(+) 050312 N 0332.0 0068 278.11 050412 N 0333.0 0080 356.04 060512 N 0346.0 0104 515.95 072412 N 0382.0 0105 515.95 072512 N 0383.0 0106 269.01 072612 N 0384.0 0125 493.36 081612 N 0440.0 0127 4,622.65 050312 N 0476.0 0128 3,375.76 060612 N 0477.0 0130 215.00 092712 N 0492.0 002 0016 7,629.17 E.W. @ F.A.(+) 061812 N 0442.0 0017 6,989.09 060412 N 0443.0 0018 1,422.67 060412 N 0443.1 0019 8,649.86 060512 N 0444.0 0020 1,321.57 060412 N 0444.1 0021 6,616.79 071212 N 0445.0 0022 1,422.67 071212 N 0445.1 0023 6,219.29 071312 N 0446.0 0024 1,321.57 071312 N 0446.1 007 0026 329.50 E.W. @ F.A.(+) 100511 N 0191.1 0027 412.68 092811 N 0192.1 0028 1,819.13 E.W. @ U.P (+) 101212 N 156280 008 0012 1,656.82 E.W. @ F.A.(+) 060412 N 0482.0 0013 2,771.58 070612 N 0484.0 0014 769.16 071312 N 0485.0 0016 263.35 061912 N 0487.0 0017 1,126.06 062012 N 0488.0 025 0002-1 -218,595.00 A.C. @ U.P.(+) 091412 N 250020 DAO CORRECTING ENTRY 0002-2 200,939.25 091412 N 250020 DAO CORRECTING ENTRY 029 0048 10,549.98 E.W. @ F.A.(+) 050112 N 0285.1 0049 4,446.75 050412 N 0289.2 038 0002 2,723.47 E.W. @ F.A.(+) 070212 N 0431.0 0003 1,231.20 071212 N 0432.0 0004 1,610.57 071312 N 0433.0 0005 1,405.07 071612 N 0434.0 0007 1,544.56 071812 N 0436.0 0008 1,466.50 071812 N 0437.0 039 0002 1,928.40 E.W. @ F.A.(+) 081312 N 0494.0 0003 1,928.40 081412 N 0495.0 0004 1,736.15 081512 N 0496.0 0005 1,928.40 081612 N 0497.0 0006 1,928.40 081712 N 0498.0 0007 1,928.40 082012 N 0499.0 0008 1,928.40 082112 N 0500.0 0009 1,928.40 082212 N 0501.0 0010 2,018.02 082312 N 0502.0 0011 2,018.02 082412 N 0503.0 050 0004 3,652.91 E.W. @ F.A.(+) 062512 N 0481.0 0005 1,256.22 062612 N 0483.0 052 0002 37,910.64 E.W. @ L.S.(+) 101212 N 102590 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 10/23/12 EST. NO.15 TIME 01:39 PM R.E. NAME: AMUTH, KAUSI 12-0G3304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 131,074.01 TOTAL THIS ESTIMATE 3,966,928.28 TOTAL PREVIOUS ESTIMATE 4,098,002.29 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 10/23/12 EST. NO.15 TIME 01:39 PM R.E. NAME: AMUTH, KAUSI 12-0G3304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPP/BMP ADMIN. -425,920.20 04 NONSUBTLCEM4401 2011 -10,000.00 06 SWPP/BMP ADM REFUND 425,920.20 06 REC'D CEM 4401(2011) 10,000.00 07 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING DOCS/CONTRAC -5,000.00 09 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:39 PM ESTIMATE NO. 15 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 10/23/12 LOCATION PROGRESS ESTIMATE 12-ORA-91-9.1/15.6 ----------------- SEMA CONSTRUCTION INC IN ORANGE COUNTY IN ANAHEIM AND 6 ORCHARD, STE 150 YORBA LINDA FROM ROUTE 55/91 LAKE FOREST CA 92630 SEPARATION TO ROUTE 91/241 SEPARATION FED. AID NO. N O N E WIDEN FREEWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 8,700.0000 8,700.00 1.000 8,700 002 TIME-RELATED OVERHEAD LS 1,800,000.0000 1,800,000.00 0.992 1,785,600 003 TEMPORARY FENCE (TYPE ESA) LF 3.2000 12,800.00 3,400.000 10,880 004 CONSTRUCTION SITE MANAGEMENT LS 69,400.0000 69,400.00 0.080 5,552.00 0.930 64,542 005 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000 PREVENTION PLAN 006 TEMPORARY GRAVEL BAG BERM LF 2.6000 39,520.00 53,617.000 139,404 007 TEMPORARY CONSTRUCTION ENTRANCE EA 1,600.0000 57,600.00 92.000 147,200.00 126.400 202,240 008 MOVE-IN/MOVE-OUT EA 300.0000 10,800.00 42.000 12,600 (TEMPORARY EROSION CONTROL) 009 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 25,600.00 21.000 3,360.00 147.000 23,520 010 TEMPORARY HYDRAULIC MULCH SQYD 0.6200 121,520.00 252,269.400 156,407 (BONDED FIBER MATRIX) 011 STREET SWEEPING LS 68,600.0000 68,600.00 0.050 3,430.00 0.960 65,856 012 TEMPORARY CONCRETE WASHOUT BIN EA 710.0000 28,400.00 41.000 29,110.00 474.000 336,540 013 TEMPORARY HYDROSEED SQYD 0.3500 14,315.00 23,400.000 8,190 014 RAIN EVENT ACTION PLAN EA 500.0000 24,000.00 1.000 500.00 13.000 6,500 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 230.0000 4,600.00 5.000 1,150 017 CONSTRUCTION AREA SIGNS LS 101,500.0000 101,500.00 0.910 92,365 018 TRAFFIC CONTROL SYSTEM LS 423,500.0000 423,500.00 0.050 21,175.00 0.910 385,385 019 TYPE II BARRICADE EA 75.0000 300.00 4.000 300 020 TYPE III BARRICADE EA 75.0000 3,750.00 49.000 3,675 021 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 43,680.00 1,766.000 45,916 022 CHANNELIZER (TYPE FG 336 UR) EA 56.0000 94,080.00 47.000 2,632 PROGRAM CAS145 PAGE 2 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:39 PM ESTIMATE NO. 15 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 7.0000 516,600.00 3,000.000 21,000.00 91,676.000 641,732 024 TEMPORARY CRASH CUSHION MODULE EA 170.0000 102,000.00 653.000 111,010 025 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 10,000.0000 40,000.00 4.000 40,000 026 TEMPORARY TRAFFIC SCREEN LF 2.4000 159,600.00 66,500.000 159,600 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7500 71,175.00 1,032.000 774.00 61,633.000 46,224 STRIPE (HAZARDOUS WASTE) 028 REMOVE CHAIN LINK FENCE LF 10.0000 5,300.00 662.000 6,620 029 REMOVE METAL BEAM GUARD RAILING LF 10.0000 76,800.00 7,888.500 78,885 030 REMOVE FLARED END SECTION EA 500.0000 1,500.00 3.000 1,500 031 REMOVE PAINTED TRAFFIC STRIPE LF 0.4600 103,500.00 3,449.000 1,586.54 89,620.000 41,225 032 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 2,520.00 283.000 424 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 91,540.00 3,344.000 1,538.24 95,261.000 43,820 034 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 9,255.00 30.000 45.00 430.000 645 035 REMOVE PAVEMENT MARKER EA 0.4100 54,120.00 14,112.000 5,785 036 REMOVE CHANNELIZERS EA 10.0000 16,800.00 983.000 9,830 037 REMOVE ROADSIDE SIGN EA 150.0000 18,000.00 120.000 18,000 038 REMOVE ROADSIDE SIGN EA 57.0000 1,995.00 35.000 1,995 (STRAP AND SADDLE BRACKET METHOD) 039 REMOVE ROADSIDE SIGN EA 500.0000 1,000.00 2.000 1,000 (LAMINATED WOOD BOX POST) 040 REMOVE SIGN STRUCTURE EA 3,200.0000 80,000.00 25.000 80,000 041 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 5,000.00 2.000 5,000 042 REMOVE PIPE LF 17.0000 41,140.00 2,442.000 41,514 043 REMOVE WINGWALL EA 2,000.0000 2,000.00 1.000 2,000 044 REMOVE INLET EA 670.0000 22,110.00 37.000 24,790 045 RELOCATE ROADSIDE SIGN EA 260.0000 3,380.00 1.000 260 046 RELOCATE ROADSIDE SIGN EA 260.0000 780.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 047 RELOCATE SIGN STRUCTURE EA 10,800.0000 21,600.00 2.000 21,600 048 ADJUST MANHOLE EA 1,900.0000 5,700.00 2.000 3,800 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 31,255.00 4,452.000 15,582.00 8,430.230 29,505 PROGRAM CAS145 PAGE 3 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:39 PM ESTIMATE NO. 15 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CURB LF 3.9000 15,951.00 204.000 795.60 4,090.000 15,951 051 REMOVE CONCRETE SIDEWALK CY 55.0000 1,650.00 30.000 1,650 052 REMOVE CONCRETE (CHANNEL) CY 45.0000 13,950.00 355.000 15,975 053 REMOVE CONCRETE BARRIER LF 17.0000 26,180.00 1,540.000 26,180 054 REMOVE ROCK BLANKET SQYD 18.0000 24,660.00 373.000 6,714.00 1,743.000 31,374 055 REMOVE CONCRETE ISLAND CY 89.0000 2,670.00 8.000 712.00 30.000 2,670 056 CAP INLET EA 1,000.0000 9,000.00 1.000 1,000.00 28.000 28,000 057 REMOVE CRASH CUSHION EA 180.0000 360.00 2.000 360 058 BRIDGE REMOVAL (PORTION), LOCATION A LS 65,000.0000 65,000.00 0.100 6,500.00 1.000 65,000 059 BRIDGE REMOVAL (PORTION), LOCATION B LS 65,000.0000 65,000.00 1.000 65,000 060 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 1.000 300,000 061 ROADWAY EXCAVATION CY 5.5300 929,040.00 1,681.000 9,295.93 165,095.000 912,975 062 ROADWAY EXCAVATION (TYPE Y-1) CY 8.0000 148,000.00 18,500.000 148,000 (AERIALLY DEPOSITED LEAD) 063 LEAD COMPLIANCE PLAN LS 6,100.0000 6,100.00 1.000 6,100 064 ADL BURIAL LOCATION REPORT LS 13,100.0000 13,100.00 1.000 13,100 065 STRUCTURE EXCAVATION (BRIDGE) CY 91.0000 83,538.00 918.000 83,538 (F) 066 STRUCTURE EXCAVATION (RETAINING WALL) CY 24.7600 89,136.00 3,600.000 89,136 (F) 067 STRUCTURE EXCAVATION (TYPE Y-1) CY 8.5000 1,317.50 155.000 1,317 (F) (AERIALLY DEPOSITED LEAD) 068 STRUCTURE BACKFILL (BRIDGE) CY 160.0000 124,480.00 330.000 52,800.00 778.000 124,480 (F) 069 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 142,000.00 1,200.000 48,000.00 3,087.000 123,480 (F) 070 DITCH EXCAVATION CY 2.2000 22,880.00 6,344.000 13,956 071 IMPORTED BORROW CY 4.0000 294,800.00 94,097.000 376,388 072 GEOSYNTHETIC REINFORCEMENT SQYD 4.9000 227,850.00 38,200.000 187,180 073 HIGHWAY PLANTING LS 91,019.3900 91,019.39 0.800 72,815 074 ROCK BLANKET SQYD 52.0000 243,880.00 1,580.000 82,160 075 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 3,000.00 12.000 3,600 076 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0500 7,900.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:39 PM ESTIMATE NO. 15 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TRANSPLANT PALM TREE EA 1,600.0000 84,800.00 41.000 65,600 078 MAINTAIN EXISTING PLANTED AREAS LS 526,100.0000 526,100.00 0.020 10,522.00 0.940 494,534 079 PLANT ESTABLISHMENT WORK LS 64,100.0000 64,100.00 0.080 5,128.00 0.160 10,256 080 MAINTAIN EXISTING IRRIGATION FACILITIES LS 52,600.0000 52,600.00 1.000 52,600 081 IRRIGATION SYSTEM LS 19,900.0000 19,900.00 0.080 1,592.00 0.620 12,338 082 3" SUPPLY LINE (BRIDGE) LF 95.0000 21,850.00 -145.000 -13,775.00 230.000 21,850 (F) 083 8" CORRUGATED HIGH DENSITY LF 24.0000 19,200.00 513.000 12,312 POLYETHYLENE PIPE CONDUIT 084 EXTEND 6" CONDUIT LF 50.0000 6,000.00 156.000 7,800 085 EXTEND 10" CONDUIT LF 36.0000 17,640.00 113.000 4,068 086 CLASS 2 AGGREGATE SUBBASE CY 9.5000 456,950.00 1,961.000 18,629.50 48,260.000 458,470 087 AGGREGATE BASE (APPROACH SLAB) CY 200.0000 2,000.00 0.000 0 088 LEAN CONCRETE BASE CY 87.0000 1,574,700.00 69.000 6,003.00 17,827.670 1,551,007 089 HOT MIX ASPHALT TON 67.0000 6,579,400.00 3,399.000 227,733.00 91,184.140 6,109,337 090 DATA CORE LS 50,000.0000 50,000.00 0.000 0 091 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.8000 3,220.00 450.000 1,260.00 603.000 1,688 092 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.8000 36,400.00 9,549.000 26,737.20 13,549.000 37,937 093 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.8000 19,236.00 1,840.000 5,152.00 3,584.000 10,035 094 PLACE HOT MIX ASPHALT SQYD 45.0000 37,350.00 284.000 12,780 (MISCELLANEOUS AREA) 095 TACK COAT TON 250.0000 27,500.00 80.000 20,000 096 JOINTED PLAIN CONCRETE PAVEMENT CY 140.0000 5,334,000.00 128.300 17,962.00 37,465.200 5,245,128 097 SEAL PAVEMENT JOINT LF 3.5400 527,460.00 18,000.000 63,720.00 18,000.000 63,720 098 SEAL ISOLATION JOINT LF 3.0000 159,000.00 8,500.000 25,500.00 8,500.000 25,500 099 REPAIR SPALLED JOINTS SQYD 4.2000 19,278.00 858.000 3,603 100 GRIND EXISTING CONCRETE SQYD 6.0000 429,000.00 56,699.000 340,194 PAVEMENT 101 FURNISH PILING (CLASS 90) LF 16.0000 36,400.00 2,275.000 36,400 (ALTERNATIVE X) 102 DRIVE PILE (CLASS 90) EA 1,800.0000 72,000.00 40.000 72,000 (ALTERNATIVE X) 103 FURNISH PILING (CLASS 140) LF 16.1100 90,054.90 5,590.000 90,054 PROGRAM CAS145 PAGE 5 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:39 PM ESTIMATE NO. 15 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DRIVE PILE (CLASS 140) EA 1,800.0000 234,000.00 130.000 234,000 105 18" CAST-IN-DRILLED-HOLE CONCRETE LF 460.0000 132,020.00 0.000 0 PILING (SOUND WALL) 106 PRESTRESSING CAST-IN-PLACE CONCRETE LS 141,300.0000 141,300.00 1.000 141,300 107 TIEBACK ANCHOR EA 2,666.2500 85,320.00 16.000 42,660.00 16.000 42,660 108 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 280.0000 62,720.00 224.000 62,720 (F) 109 STRUCTURAL CONCRETE, BRIDGE CY 700.0000 941,500.00 50.000 35,000.00 1,281.500 897,050 (F) 110 STRUCTURAL CONCRETE, RETAINING WALL CY 400.0000 332,400.00 46.000 18,400.00 800.000 320,000 (F) 111 STRUCTURAL CONCRETE, SOUND WALL CY 550.0000 47,850.00 58.000 31,900.00 58.000 31,900 (F) 112 STRUCTURAL CONCRETE, APPROACH SLAB CY 720.0000 167,040.00 44.000 31,680.00 188.000 135,360 (F) (TYPE N) 113 STRUCTURAL CONCRETE, APPROACH SLAB CY 980.0000 94,080.00 95.280 93,374 (TYPE R) 114 STRUCTURAL CONCRETE, WINGWALL CY 1,100.0000 22,000.00 20.000 22,000 115 JACKING SUPERSTRUCTURE LS 78,500.0000 78,500.00 1.000 78,500 116 MINOR CONCRETE (MINOR STRUCTURE) CY 1,700.0000 283,900.00 5.890 10,013.00 157.290 267,393 (F) 117 MINOR CONCRETE (SOUND WALL) CY 320.0000 611,200.00 1,809.800 579,136 118 PAVING NOTCH EXTENSION CF 210.0000 11,760.00 58.690 12,324 119 ARCHITECTURAL TREATMENT SQFT 26.0000 131,066.00 1,000.000 26,000.00 4,311.000 112,086 (F) 120 DRILL AND BOND DOWEL LF 39.0000 14,157.00 226.000 8,814 121 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 19,000.0000 133,000.00 7.000 133,000 GIRDER (70'-80') 122 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 1,800.0000 12,600.00 7.000 12,600 GIRDER 123 SOUND WALL (MASONRY BLOCK) SQFT 12.0200 1,278,807.80 1,056.000 12,693.12 103,041.000 1,238,552 (F) 124 JOINT SEAL (MR 1") LF 120.0000 33,240.00 0.000 0 125 BAR REINFORCING STEEL (BRIDGE) LB 0.8100 327,645.00 20,229.000 16,385.49 404,500.000 327,645 (F) 126 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9500 80,712.00 16,982.000 16,132.90 84,960.000 80,712 (F) 127 SHOTCRETE CY 650.0000 29,250.00 20.000 13,000.00 20.000 13,000 (F) 128 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 19,172.00 0.000 0 (F) WITH WALKWAY) 129 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 19,172.00 0.000 0 (F) WITH WALKWAY) 130 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.5000 102,300.00 18,600.000 102,300 (F) PROGRAM CAS145 PAGE 6 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:39 PM ESTIMATE NO. 15 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.5000 27,900.00 18,600.000 27,900 (F) 132 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8000 2,023,348.00 539,220.000 2,049,036 (F) 133 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 106,492.00 40,600.000 8,120.00 539,220.000 107,844 (F) 134 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 3,201.00 0.000 0 (F) WITHOUT WALKWAY) 135 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 3,201.00 0.000 0 (F) WITHOUT WALKWAY) 136 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 161,000.00 5,176.900 144,953 137 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 2.5000 400.00 0.000 0 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 3.0000 2,280.00 150.000 450 (0.063"-UNFRAMED) 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 3.0000 2,070.00 100.000 300 (0.080"-UNFRAMED) 140 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 3.0000 870.00 0.000 0 (0.063"-FRAMED) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 3.0000 540.00 0.000 0 (0.080"-FRAMED) 142 FURNISH LAMINATED PANEL SIGN SQFT 2.5000 850.00 0.000 0 (2 5/8" - TYPE B) 143 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 150.0000 10,500.00 70.000 10,500 (SIGN FOUNDATION) 144 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 990.0000 722,700.00 595.400 589,446 (SIGN FOUNDATION) 145 METAL (WALL MOUNTED SIGN) LB 5.0000 2,250.00 445.000 2,225 146 ROADSIDE SIGN - ONE POST EA 430.0000 35,690.00 8.000 3,440.00 59.000 25,370 147 ROADSIDE SIGN - TWO POST EA 1,300.0000 45,500.00 9.000 11,700.00 31.000 40,300 148 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 11,100.00 12.000 1,800.00 55.000 8,250 METHOD) 149 INSTALL ROADSIDE SIGN EA 5,100.0000 10,200.00 2.000 10,200 (LAMINATED WOOD BOX POST) 150 18" ALTERNATIVE PIPE CULVERT LF 48.0000 226,560.00 270.000 12,960.00 5,456.000 261,888 151 24" ALTERNATIVE PIPE CULVERT LF 56.0000 248,640.00 292.000 16,352.00 4,536.000 254,016 152 36" ALTERNATIVE PIPE CULVERT LF 71.0000 129,930.00 1,830.000 129,930 153 48" REINFORCED CONCRETE PIPE LF 120.0000 333,600.00 2,780.000 333,600 154 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 8,200.00 82.000 4,100 (.064" THICK) 155 GRATED LINE DRAIN LF 98.0000 9,800.00 100.000 9,800 156 WELDED STEEL PIPE CASING (BRIDGE) LF 310.0000 47,120.00 76.000 23,560.00 152.000 47,120 (F) 157 18" ALTERNATIVE FLARED END SECTION EA 680.0000 4,080.00 7.000 4,760 PROGRAM CAS145 PAGE 7 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:39 PM ESTIMATE NO. 15 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 24" ALTERNATIVE FLARED END SECTION EA 860.0000 1,720.00 2.000 1,720 159 36" PRECAST CONCRETE PIPE MANHOLE LF 1,800.0000 12,600.00 11.000 19,800 160 ROCK SLOPE PROTECTION CY 190.0000 760.00 0.000 0 (FACING, METHOD B) 161 SLOPE PAVING (MASONRY BLOCK) SQFT 27.0000 71,145.00 0.000 0 (F) 162 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 70.00 0.000 0 163 MINOR CONCRETE (CURB) CY 330.0000 16,500.00 16.000 5,280.00 58.000 19,140 164 MINOR CONCRETE (MISCELLANEOUS CY 180.0000 7,200.00 54.000 9,720 CONSTRUCTION) 165 MINOR CONCRETE (GUTTER) LF 18.0000 12,078.00 0.000 0 (F) 166 MINOR CONCRETE (SIDEWALK) CY 260.0000 7,800.00 57.000 14,820 167 MINOR CONCRETE (CURB RAMP) CY 150.0000 450.00 5.000 750 168 MISCELLANEOUS IRON AND STEEL LB 1.1000 45,887.60 876.000 963.60 41,176.000 45,293 (F) 169 BRIDGE DECK DRAINAGE SYSTEM LB 4.4000 36,080.00 4,100.000 18,040 (F) 170 METAL BEAM GUARD RAILING (WOOD POST) LF 18.0000 205,200.00 545.500 9,819.00 7,140.000 128,520 171 CABLE RAILING LF 75.0000 53,700.00 45.000 3,375 (F) 172 TRANSITION RAILING (TYPE WB) EA 1,500.0000 22,500.00 7.000 10,500 173 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 39,600.00 3.000 3,600.00 23.000 27,600 174 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 25,000.00 2.000 5,000.00 10.000 25,000 175 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 95,000.00 2.000 5,000.00 26.000 65,000 176 CRASH CUSHION, SAND FILLED EA 180.0000 360.00 1.000 180.00 2.000 360 177 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 190.0000 136,800.00 969.000 184,110 178 CONCRETE BARRIER (TYPE 60GC MODIFIED) LF 140.0000 68,600.00 487.000 68,180 179 CONCRETE BARRIER (TYPE 60) LF 56.0000 21,840.00 705.000 39,480 180 CONCRETE BARRIER (TYPE 60A) LF 59.0000 2,950.00 0.000 0 181 CONCRETE BARRIER (TYPE 60C) LF 110.0000 200,200.00 625.000 68,750.00 1,912.000 210,320 182 CONCRETE BARRIER (TYPE 60D) LF 49.0000 24,157.00 0.000 0 (F) 183 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 130.0000 39,000.00 0.000 0 184 CONCRETE BARRIER (TYPE 736) LF 60.0000 59,820.00 787.000 47,220.00 937.000 56,220 (F) PROGRAM CAS145 PAGE 8 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:39 PM ESTIMATE NO. 15 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5600 109,200.00 0.000 0 186 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 22,000.00 0.000 0 187 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 7,490.00 0.000 0 (BROKEN 12-3) 188 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 33,750.00 0.000 0 189 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 130.00 0.000 0 (BROKEN 6-1) 190 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3100 74,400.00 0.000 0 (BROKEN 36-12) 191 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 2,691.00 0.000 0 (BROKEN 17-7) 192 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 77,800.00 15,272.000 3,054.40 409,326.000 81,865 193 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1000 5,270.00 1,985.000 6,153 194 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 56,700.00 19,526.000 27,336 195 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 73,470.00 507.000 1,571.70 7,337.000 22,744 196 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,600.0000 7,600.00 0.030 228.00 0.980 7,448 SYSTEM ELEMENTS DURING CONSTRUCTION 197 SIGNAL AND LIGHTING (LOCATION 1) LS 130,300.0000 130,300.00 1.000 130,300 198 SIGNAL AND LIGHTING (LOCATION 2) LS 10,100.0000 10,100.00 0.000 0 199 SIGNAL AND LIGHTING (LOCATION 3) LS 8,900.0000 8,900.00 0.000 0 200 SIGNAL AND LIGHTING (LOCATION 4) LS 41,900.0000 41,900.00 0.010 419.00 0.020 838 201 SIGNAL AND LIGHTING (LOCATION 5) LS 45,500.0000 45,500.00 0.000 0 202 LIGHTING (TEMPORARY) LS 62,600.0000 62,600.00 0.687 43,006 203 LIGHTING LS 45,500.0000 45,500.00 0.030 1,365.00 0.980 44,590 204 LIGHTING (CITY STREET) LS 38,200.0000 38,200.00 0.270 10,314.00 0.480 18,336 205 LIGHTING ARRESTOR SYSTEM LS 25,100.0000 25,100.00 1.000 25,100 206 LIGHTING AND SIGN ILLUMINATION LS 1,517,430.3400 1,517,430.34 0.100 151,743.03 0.930 1,411,210 207 SIGN ILLUMINATION (OCTA) LS 3,500.0000 3,500.00 1.000 3,500 208 EXTINGUISHABLE MESSAGE SIGN LS 36,400.0000 36,400.00 1.000 36,400 (LOCATION 1) 209 EXTINGUISHABLE MESSAGE SIGN LS 30,300.0000 30,300.00 0.660 19,998.00 0.860 26,058 (LOCATION 2) 210 COMMUNICATION SYSTEM - OCTA (TEMPORARY) LS 817,389.1400 817,389.14 0.937 765,893 211 COMMUNICATION SYSTEM LS 910,458.2100 910,458.21 0.730 664,634 PROGRAM CAS145 PAGE 9 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:39 PM ESTIMATE NO. 15 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 25.0000 5,750.00 230.000 5,750 (F) 213 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.000 0 214 OCTA FACILITY LS 1,011,620.2200 1,011,620.22 0.180 182,091.64 0.930 940,806 215 SYSTEM TESTING AND DOCUMENTATION LS 72,700.0000 72,700.00 0.598 43,474 216 MICROWAVE VEHICLE DETECTION SYSTEM LS 283,253.6300 283,253.63 0.999 282,970 (TEMPORARY) 217 TRAFFIC MONITORING STATION (LOCATION 1) LS 30,300.0000 30,300.00 0.750 22,725 218 TRAFFIC MONITORING STATION (LOCATION 2) LS 36,900.0000 36,900.00 0.780 28,782 219 TRAFFIC MONITORING STATION (LOCATION 3) LS 38,600.0000 38,600.00 0.250 9,650 220 TRAFFIC MONITORING STATION (LOCATION 4) LS 41,400.0000 41,400.00 0.260 10,764 221 CLOSED CIRCUIT TELEVISION SYSTEM LS 32,000.0000 32,000.00 0.600 19,200 222 RAMP METERING SYSTEM (LOCATION 7) LS 64,600.0000 64,600.00 0.100 6,460.00 0.970 62,662 223 RAMP METERING SYSTEM (LOCATION 8) LS 75,800.0000 75,800.00 0.500 37,900 224 RAMP METERING SYSTEM (LOCATION 9) LS 64,600.0000 64,600.00 0.070 4,522 225 RAMP METERING SYSTEM (LOCATION 10) LS 71,700.0000 71,700.00 1.000 71,700 226 RAMP METERING SYSTEM (LOCATION 1 AND 2) LS 102,000.0000 102,000.00 0.680 69,360 227 RAMP METERING SYSTEM (LOCATION 3 AND 4) LS 98,000.0000 98,000.00 0.900 88,200 228 RAMP METERING SYSTEM (LOCATION 5 AND 6) LS 108,800.0000 108,800.00 0.200 21,760.00 0.980 106,624 229 WEIGH STATION BYPASS SYSTEM (REMOVE) LS 45,500.0000 45,500.00 0.980 44,590 230 WEIGH STATION BYPASS SYSTEM LS 1,008,585.3600 1,008,585.36 0.120 121,030.24 0.980 988,413 231 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 232 MILEPOST MARKER EA 77.0000 3,696.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:39 PM ESTIMATE NO. 15 BID OPENING 04/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,770,478.13 38,440,644.28 ADJUSTMENT OF COMPENSATION -17,655.75 2,301,824.97 EXTRA WORK 148,729.76 1,796,177.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,901,552.14 42,538,646.57 233 MOBILIZATION LS 2,989,921.8900 2,989,921.89 1.000 2,989,921 ORIGINAL CONTRACT AMOUNT 44,866,492.98 TOTAL WORK COMPLETED 1,901,552.14 45,528,568.46 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 1,901,552.14 45,523,568.46 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 05/27/11 525 08/22/11 07/21/11 09/30/13 267 44 65 0 89% 45% PROGRESS IS SATISFACTORY AMUTH, KAUSI RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/12