PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 09/19/12 EST. NO.14 TIME 01:09 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 0064 19,869.70 E.W. @ F.A.(+) 071612 N 0313.0 0108 362.84 050512 N 0403.0 0109 278.11 051012 N 0404.0 0111 278.11 062512 N 0406.0 0112 278.11 062612 N 0407.0 0113 241.81 080112 N 0408.0 0114 69.09 080212 N 0409.0 0115 89.21 080312 N 0410.0 0116 332.01 082012 N 0411.0 0117 35.69 082112 N 0412.0 0118 285.46 082712 N 0413.0 0119 308.73 082412 N 0414.0 0120 285.46 082812 N 0415.0 0121 492.58 082912 N 0416.0 0122 214.09 083012 N 0417.0 0123 160.57 090412 N 0418.0 0124 28,148.74 090712 N 0439.0 006 0098 1,676.10 E.W. @ F.A.(+) 070912 N 0386.0 0099 819.35 080112 N 0419.0 0100 506.58 080112 N 0420.0 0101 1,034.47 082812 N 0421.0 007 0023 116,420.51 E.W. @ U.P (+) 091412 N 070010 0024 84,286.82 091412 N 070020 0025 56,250.00 091412 N 070030 019 0033 173,516.00 A.C. @ U.P.(+) 091412 N 190010 0034 110,143.75 A.C. @ L.S.(+) 091412 N 190020 025 0001 48,000.00 A.C. @ L.S.(+) 091412 N 250010 0002 218,595.00 A.C. @ U.P.(+) 091412 N 250020 041 0006 14,013.00 A.C. @ L.S.(+) 091412 N 041001 0007 21,019.50 091412 N 410020 050 0001 27,207.40 E.W. @ L.S.(+) 091412 N 500010 051 0002 800.00 E.W. @ U.P (+) 091412 N 510010 052 0001 113,671.94 E.W. @ L.S.(+) 091412 N 520010 055 0001 10,795.00 A.C. @ L.S.(+) 091412 N 550010 061 0001 24,500.00 A.C. @ L.S.(+) 091412 N 610010 1,074,985.73 TOTAL THIS ESTIMATE 2,891,942.55 TOTAL PREVIOUS ESTIMATE 3,966,928.28 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 09/19/12 EST. NO.14 TIME 01:09 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 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:09 PM ESTIMATE NO. 14 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 09/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 09/19/12 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 8,700.0000 8,700.00 1.000 8,700.00 002 TIME-RELATED OVERHEAD LS 800,000.0000 1,800,000.00 0.080 144,000.00 0.992 1,785,600.00 003 TEMPORARY FENCE (TYPE ESA) LF 3.2000 12,800.00 3,400.000 10,880.00 004 CONSTRUCTION SITE MANAGEMENT LS 69,400.0000 69,400.00 0.850 58,990.00 005 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000.00 PREVENTION PLAN 006 TEMPORARY GRAVEL BAG BERM LF 2.6000 39,520.00 53,617.000 139,404.20 007 TEMPORARY CONSTRUCTION ENTRANCE EA 1,600.0000 57,600.00 34.400 55,040.00 008 MOVE-IN/MOVE-OUT EA 300.0000 10,800.00 42.000 12,600.00 (TEMPORARY EROSION CONTROL) 009 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 25,600.00 2.000 320.00 126.000 20,160.00 010 TEMPORARY HYDRAULIC MULCH SQYD 0.6200 121,520.00 21,572.000 13,374.64 252,269.400 156,407.03 (BONDED FIBER MATRIX) 011 STREET SWEEPING LS 68,600.0000 68,600.00 0.910 62,426.00 012 TEMPORARY CONCRETE WASHOUT BIN EA 710.0000 28,400.00 17.000 12,070.00 433.000 307,430.00 013 TEMPORARY HYDROSEED SQYD 0.3500 14,315.00 23,400.000 8,190.00 014 RAIN EVENT ACTION PLAN EA 500.0000 24,000.00 12.000 6,000.00 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 230.0000 4,600.00 5.000 1,150.00 017 CONSTRUCTION AREA SIGNS LS 101,500.0000 101,500.00 0.910 92,365.00 018 TRAFFIC CONTROL SYSTEM LS 423,500.0000 423,500.00 0.040 16,940.00 0.860 364,210.00 019 TYPE II BARRICADE EA 75.0000 300.00 4.000 300.00 020 TYPE III BARRICADE EA 75.0000 3,750.00 49.000 3,675.00 021 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 43,680.00 86.000 2,236.00 1,766.000 45,916.00 022 CHANNELIZER (TYPE FG 336 UR) EA 56.0000 94,080.00 47.000 2,632.00 PROGRAM CAS145 PAGE 2 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:09 PM ESTIMATE NO. 14 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 09/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 7.0000 516,600.00 2,610.000 18,270.00 88,676.000 620,732.00 024 TEMPORARY CRASH CUSHION MODULE EA 170.0000 102,000.00 35.000 5,950.00 653.000 111,010.00 025 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 10,000.0000 40,000.00 4.000 40,000.00 026 TEMPORARY TRAFFIC SCREEN LF 2.4000 159,600.00 66,500.000 159,600.00 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7500 71,175.00 60,601.000 45,450.75 STRIPE (HAZARDOUS WASTE) 028 REMOVE CHAIN LINK FENCE LF 10.0000 5,300.00 662.000 6,620.00 029 REMOVE METAL BEAM GUARD RAILING LF 10.0000 76,800.00 7,888.500 78,885.00 030 REMOVE FLARED END SECTION EA 500.0000 1,500.00 3.000 1,500.00 031 REMOVE PAINTED TRAFFIC STRIPE LF 0.4600 103,500.00 1,562.000 718.52 86,171.000 39,638.66 032 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 2,520.00 283.000 424.50 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 91,540.00 91,917.000 42,281.82 034 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 9,255.00 400.000 600.00 035 REMOVE PAVEMENT MARKER EA 0.4100 54,120.00 14,112.000 5,785.92 036 REMOVE CHANNELIZERS EA 10.0000 16,800.00 983.000 9,830.00 037 REMOVE ROADSIDE SIGN EA 150.0000 18,000.00 2.000 300.00 120.000 18,000.00 038 REMOVE ROADSIDE SIGN EA 57.0000 1,995.00 35.000 1,995.00 (STRAP AND SADDLE BRACKET METHOD) 039 REMOVE ROADSIDE SIGN EA 500.0000 1,000.00 2.000 1,000.00 (LAMINATED WOOD BOX POST) 040 REMOVE SIGN STRUCTURE EA 3,200.0000 80,000.00 2.500 8,000.00 25.000 80,000.00 041 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 5,000.00 2.000 5,000.00 042 REMOVE PIPE LF 17.0000 41,140.00 2,442.000 41,514.00 043 REMOVE WINGWALL EA 2,000.0000 2,000.00 1.000 2,000.00 044 REMOVE INLET EA 670.0000 22,110.00 37.000 24,790.00 045 RELOCATE ROADSIDE SIGN EA 260.0000 3,380.00 1.000 260.00 046 RELOCATE ROADSIDE SIGN EA 260.0000 780.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 047 RELOCATE SIGN STRUCTURE EA 10,800.0000 21,600.00 2.000 21,600.00 048 ADJUST MANHOLE EA 1,900.0000 5,700.00 2.000 3,800.00 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 31,255.00 3,978.230 13,923.81 PROGRAM CAS145 PAGE 3 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:09 PM ESTIMATE NO. 14 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 09/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CURB LF 3.9000 15,951.00 3,886.000 15,155.40 051 REMOVE CONCRETE SIDEWALK CY 55.0000 1,650.00 30.000 1,650.00 052 REMOVE CONCRETE (CHANNEL) CY 45.0000 13,950.00 355.000 15,975.00 053 REMOVE CONCRETE BARRIER LF 17.0000 26,180.00 1,540.000 26,180.00 054 REMOVE ROCK BLANKET SQYD 18.0000 24,660.00 1,370.000 24,660.00 055 REMOVE CONCRETE ISLAND CY 89.0000 2,670.00 22.000 1,958.00 056 CAP INLET EA 1,000.0000 9,000.00 27.000 27,000.00 057 REMOVE CRASH CUSHION EA 180.0000 360.00 2.000 360.00 058 BRIDGE REMOVAL (PORTION), LOCATION A LS 65,000.0000 65,000.00 0.900 58,500.00 059 BRIDGE REMOVAL (PORTION), LOCATION B LS 65,000.0000 65,000.00 1.000 65,000.00 060 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 0.050 15,000.00 1.000 300,000.00 061 ROADWAY EXCAVATION CY 5.5300 929,040.00 11,114.000 61,460.42 163,414.000 903,679.42 062 ROADWAY EXCAVATION (TYPE Y-1) CY 8.0000 148,000.00 18,500.000 148,000.00 (AERIALLY DEPOSITED LEAD) 063 LEAD COMPLIANCE PLAN LS 6,100.0000 6,100.00 1.000 6,100.00 064 ADL BURIAL LOCATION REPORT LS 13,100.0000 13,100.00 1.000 13,100.00 065 STRUCTURE EXCAVATION (BRIDGE) CY 91.0000 83,538.00 918.000 83,538.00 (F) 066 STRUCTURE EXCAVATION (RETAINING WALL) CY 24.7600 89,136.00 360.000 8,913.60 3,600.000 89,136.00 (F) 067 STRUCTURE EXCAVATION (TYPE Y-1) CY 8.5000 1,317.50 155.000 1,317.50 (F) (AERIALLY DEPOSITED LEAD) 068 STRUCTURE BACKFILL (BRIDGE) CY 160.0000 124,480.00 448.000 71,680.00 (F) 069 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 142,000.00 550.000 22,000.00 1,887.000 75,480.00 (F) 070 DITCH EXCAVATION CY 2.2000 22,880.00 6,344.000 13,956.80 071 IMPORTED BORROW CY 4.0000 294,800.00 94,097.000 376,388.00 072 GEOSYNTHETIC REINFORCEMENT SQYD 4.9000 227,850.00 38,200.000 187,180.00 073 HIGHWAY PLANTING LS 91,019.3900 91,019.39 0.200 18,203.88 0.800 72,815.51 074 ROCK BLANKET SQYD 52.0000 243,880.00 1,580.000 82,160.00 075 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 3,000.00 2.000 600.00 12.000 3,600.00 076 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0500 7,900.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:09 PM ESTIMATE NO. 14 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 09/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 TRANSPLANT PALM TREE EA 1,600.0000 84,800.00 41.000 65,600.00 078 MAINTAIN EXISTING PLANTED AREAS LS 526,100.0000 526,100.00 0.040 21,044.00 0.920 484,012.00 079 PLANT ESTABLISHMENT WORK LS 64,100.0000 64,100.00 0.080 5,128.00 0.080 5,128.00 080 MAINTAIN EXISTING IRRIGATION FACILITIES LS 52,600.0000 52,600.00 0.080 4,208.00 1.000 52,600.00 081 IRRIGATION SYSTEM LS 19,900.0000 19,900.00 0.040 796.00 0.540 10,746.00 082 3" SUPPLY LINE (BRIDGE) LF 95.0000 21,850.00 290.000 27,550.00 375.000 35,625.00 (F) 083 8" CORRUGATED HIGH DENSITY LF 24.0000 19,200.00 513.000 12,312.00 POLYETHYLENE PIPE CONDUIT 084 EXTEND 6" CONDUIT LF 50.0000 6,000.00 156.000 7,800.00 085 EXTEND 10" CONDUIT LF 36.0000 17,640.00 113.000 4,068.00 086 CLASS 2 AGGREGATE SUBBASE CY 9.5000 456,950.00 3,168.000 30,096.00 46,299.000 439,840.50 087 AGGREGATE BASE (APPROACH SLAB) CY 200.0000 2,000.00 0.000 0.00 088 LEAN CONCRETE BASE CY 87.0000 1,574,700.00 284.000 24,708.00 17,758.670 1,545,004.29 089 HOT MIX ASPHALT TON 67.0000 6,579,400.00 16,969.330 1,136,945.11 87,785.140 5,881,604.38 090 DATA CORE LS 50,000.0000 50,000.00 0.000 0.00 091 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.8000 3,220.00 153.000 428.40 092 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.8000 36,400.00 4,000.000 11,200.00 093 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.8000 19,236.00 1,744.000 4,883.20 094 PLACE HOT MIX ASPHALT SQYD 45.0000 37,350.00 141.000 6,345.00 284.000 12,780.00 (MISCELLANEOUS AREA) 095 TACK COAT TON 250.0000 27,500.00 80.000 20,000.00 096 JOINTED PLAIN CONCRETE PAVEMENT CY 140.0000 5,334,000.00 599.000 83,860.00 37,336.900 5,227,166.00 097 SEAL PAVEMENT JOINT LF 3.5400 527,460.00 0.000 0.00 098 SEAL ISOLATION JOINT LF 3.0000 159,000.00 0.000 0.00 099 REPAIR SPALLED JOINTS SQYD 4.2000 19,278.00 858.000 3,603.60 100 GRIND EXISTING CONCRETE SQYD 6.0000 429,000.00 56,699.000 340,194.00 PAVEMENT 101 FURNISH PILING (CLASS 90) LF 16.0000 36,400.00 2,275.000 36,400.00 (ALTERNATIVE X) 102 DRIVE PILE (CLASS 90) EA 1,800.0000 72,000.00 40.000 72,000.00 (ALTERNATIVE X) 103 FURNISH PILING (CLASS 140) LF 16.1100 90,054.90 5,590.000 90,054.90 PROGRAM CAS145 PAGE 5 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:09 PM ESTIMATE NO. 14 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 09/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 DRIVE PILE (CLASS 140) EA 1,800.0000 234,000.00 130.000 234,000.00 105 18" CAST-IN-DRILLED-HOLE CONCRETE LF 460.0000 132,020.00 -118.000 -54,280.00 0.000 0.00 PILING (SOUND WALL) 106 PRESTRESSING CAST-IN-PLACE CONCRETE LS 141,300.0000 141,300.00 1.000 141,300.00 107 TIEBACK ANCHOR EA 2,666.2500 85,320.00 0.000 0.00 108 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 280.0000 62,720.00 224.000 62,720.00 (F) 109 STRUCTURAL CONCRETE, BRIDGE CY 700.0000 941,500.00 25.000 17,500.00 1,231.500 862,050.00 (F) 110 STRUCTURAL CONCRETE, RETAINING WALL CY 400.0000 332,400.00 75.000 30,000.00 754.000 301,600.00 (F) 111 STRUCTURAL CONCRETE, SOUND WALL CY 550.0000 47,850.00 0.000 0.00 (F) 112 STRUCTURAL CONCRETE, APPROACH SLAB CY 720.0000 167,040.00 54.000 38,880.00 144.000 103,680.00 (F) (TYPE N) 113 STRUCTURAL CONCRETE, APPROACH SLAB CY 980.0000 94,080.00 95.280 93,374.40 (TYPE R) 114 STRUCTURAL CONCRETE, WINGWALL CY 1,100.0000 22,000.00 20.000 22,000.00 115 JACKING SUPERSTRUCTURE LS 78,500.0000 78,500.00 0.500 39,250.00 1.000 78,500.00 116 MINOR CONCRETE (MINOR STRUCTURE) CY 1,700.0000 283,900.00 9.460 16,082.00 151.400 257,380.00 (F) 117 MINOR CONCRETE (SOUND WALL) CY 320.0000 611,200.00 1,809.800 579,136.00 118 PAVING NOTCH EXTENSION CF 210.0000 11,760.00 58.690 12,324.90 119 ARCHITECTURAL TREATMENT SQFT 26.0000 131,066.00 1,210.000 31,460.00 3,311.000 86,086.00 (F) 120 DRILL AND BOND DOWEL LF 39.0000 14,157.00 54.000 2,106.00 226.000 8,814.00 121 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 19,000.0000 133,000.00 7.000 133,000.00 GIRDER (70'-80') 122 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 1,800.0000 12,600.00 7.000 12,600.00 GIRDER 123 SOUND WALL (MASONRY BLOCK) SQFT 12.0200 1,278,807.80 101,985.000 1,225,859.70 (F) 124 JOINT SEAL (MR 1") LF 120.0000 33,240.00 0.000 0.00 125 BAR REINFORCING STEEL (BRIDGE) LB 0.8100 327,645.00 384,271.000 311,259.51 (F) 126 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9500 80,712.00 67,978.000 64,579.10 (F) 127 SHOTCRETE CY 650.0000 29,250.00 0.000 0.00 (F) 128 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 19,172.00 0.000 0.00 (F) WITH WALKWAY) 129 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 19,172.00 0.000 0.00 (F) WITH WALKWAY) 130 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.5000 102,300.00 5,700.000 31,350.00 18,600.000 102,300.00 (F) PROGRAM CAS145 PAGE 6 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:09 PM ESTIMATE NO. 14 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 09/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.5000 27,900.00 5,700.000 8,550.00 18,600.000 27,900.00 (F) 132 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8000 2,023,348.00 57,800.000 219,640.00 539,220.000 2,049,036.00 (F) 133 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 106,492.00 17,200.000 3,440.00 498,620.000 99,724.00 (F) 134 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 3,201.00 0.000 0.00 (F) WITHOUT WALKWAY) 135 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 3,201.00 0.000 0.00 (F) WITHOUT WALKWAY) 136 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 161,000.00 1,000.000 28,000.00 5,176.900 144,953.20 137 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 2.5000 400.00 0.000 0.00 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 3.0000 2,280.00 150.000 450.00 (0.063"-UNFRAMED) 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 3.0000 2,070.00 100.000 300.00 (0.080"-UNFRAMED) 140 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 3.0000 870.00 0.000 0.00 (0.063"-FRAMED) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 3.0000 540.00 0.000 0.00 (0.080"-FRAMED) 142 FURNISH LAMINATED PANEL SIGN SQFT 2.5000 850.00 0.000 0.00 (2 5/8" - TYPE B) 143 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 150.0000 10,500.00 70.000 10,500.00 (SIGN FOUNDATION) 144 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 990.0000 722,700.00 65.000 64,350.00 595.400 589,446.00 (SIGN FOUNDATION) 145 METAL (WALL MOUNTED SIGN) LB 5.0000 2,250.00 445.000 2,225.00 146 ROADSIDE SIGN - ONE POST EA 430.0000 35,690.00 51.000 21,930.00 147 ROADSIDE SIGN - TWO POST EA 1,300.0000 45,500.00 22.000 28,600.00 148 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 11,100.00 43.000 6,450.00 METHOD) 149 INSTALL ROADSIDE SIGN EA 5,100.0000 10,200.00 2.000 10,200.00 (LAMINATED WOOD BOX POST) 150 18" ALTERNATIVE PIPE CULVERT LF 48.0000 226,560.00 5,186.000 248,928.00 151 24" ALTERNATIVE PIPE CULVERT LF 56.0000 248,640.00 4,244.000 237,664.00 152 36" ALTERNATIVE PIPE CULVERT LF 71.0000 129,930.00 1,830.000 129,930.00 153 48" REINFORCED CONCRETE PIPE LF 120.0000 333,600.00 2,780.000 333,600.00 154 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 8,200.00 82.000 4,100.00 (.064" THICK) 155 GRATED LINE DRAIN LF 98.0000 9,800.00 100.000 9,800.00 156 WELDED STEEL PIPE CASING (BRIDGE) LF 310.0000 47,120.00 76.000 23,560.00 (F) 157 18" ALTERNATIVE FLARED END SECTION EA 680.0000 4,080.00 7.000 4,760.00 PROGRAM CAS145 PAGE 7 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:09 PM ESTIMATE NO. 14 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 09/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 24" ALTERNATIVE FLARED END SECTION EA 860.0000 1,720.00 2.000 1,720.00 159 36" PRECAST CONCRETE PIPE MANHOLE LF 1,800.0000 12,600.00 11.000 19,800.00 160 ROCK SLOPE PROTECTION CY 190.0000 760.00 0.000 0.00 (FACING, METHOD B) 161 SLOPE PAVING (MASONRY BLOCK) SQFT 27.0000 71,145.00 0.000 0.00 (F) 162 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 70.00 0.000 0.00 163 MINOR CONCRETE (CURB) CY 330.0000 16,500.00 42.000 13,860.00 164 MINOR CONCRETE (MISCELLANEOUS CY 180.0000 7,200.00 6.000 1,080.00 54.000 9,720.00 CONSTRUCTION) 165 MINOR CONCRETE (GUTTER) LF 18.0000 12,078.00 -284.000 -5,112.00 0.000 0.00 (F) 166 MINOR CONCRETE (SIDEWALK) CY 260.0000 7,800.00 57.000 14,820.00 167 MINOR CONCRETE (CURB RAMP) CY 150.0000 450.00 5.000 750.00 168 MISCELLANEOUS IRON AND STEEL LB 1.1000 45,887.60 40,300.000 44,330.00 (F) 169 BRIDGE DECK DRAINAGE SYSTEM LB 4.4000 36,080.00 4,100.000 18,040.00 (F) 170 METAL BEAM GUARD RAILING (WOOD POST) LF 18.0000 205,200.00 887.500 15,975.00 6,594.500 118,701.00 171 CABLE RAILING LF 75.0000 53,700.00 45.000 3,375.00 (F) 172 TRANSITION RAILING (TYPE WB) EA 1,500.0000 22,500.00 7.000 10,500.00 173 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 39,600.00 2.000 2,400.00 20.000 24,000.00 174 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 25,000.00 1.000 2,500.00 8.000 20,000.00 175 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 95,000.00 1.000 2,500.00 24.000 60,000.00 176 CRASH CUSHION, SAND FILLED EA 180.0000 360.00 1.000 180.00 177 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 190.0000 136,800.00 320.000 60,800.00 969.000 184,110.00 178 CONCRETE BARRIER (TYPE 60GC MODIFIED) LF 140.0000 68,600.00 87.000 12,180.00 487.000 68,180.00 179 CONCRETE BARRIER (TYPE 60) LF 56.0000 21,840.00 400.000 22,400.00 705.000 39,480.00 180 CONCRETE BARRIER (TYPE 60A) LF 59.0000 2,950.00 0.000 0.00 181 CONCRETE BARRIER (TYPE 60C) LF 110.0000 200,200.00 529.000 58,190.00 1,287.000 141,570.00 182 CONCRETE BARRIER (TYPE 60D) LF 49.0000 24,157.00 0.000 0.00 (F) 183 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 130.0000 39,000.00 0.000 0.00 184 CONCRETE BARRIER (TYPE 736) LF 60.0000 59,820.00 150.000 9,000.00 (F) PROGRAM CAS145 PAGE 8 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:09 PM ESTIMATE NO. 14 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 09/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5600 109,200.00 0.000 0.00 186 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 22,000.00 0.000 0.00 187 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 7,490.00 0.000 0.00 (BROKEN 12-3) 188 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 33,750.00 0.000 0.00 189 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 130.00 0.000 0.00 (BROKEN 6-1) 190 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3100 74,400.00 0.000 0.00 (BROKEN 36-12) 191 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 2,691.00 0.000 0.00 (BROKEN 17-7) 192 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 77,800.00 4,021.000 804.20 394,054.000 78,810.80 193 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1000 5,270.00 1,985.000 6,153.50 194 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 56,700.00 96.000 134.40 19,526.000 27,336.40 195 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 73,470.00 102.000 316.20 6,830.000 21,173.00 196 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,600.0000 7,600.00 0.020 152.00 0.950 7,220.00 SYSTEM ELEMENTS DURING CONSTRUCTION 197 SIGNAL AND LIGHTING (LOCATION 1) LS 130,300.0000 130,300.00 1.000 130,300.00 198 SIGNAL AND LIGHTING (LOCATION 2) LS 10,100.0000 10,100.00 0.000 0.00 199 SIGNAL AND LIGHTING (LOCATION 3) LS 8,900.0000 8,900.00 0.000 0.00 200 SIGNAL AND LIGHTING (LOCATION 4) LS 41,900.0000 41,900.00 0.010 419.00 0.010 419.00 201 SIGNAL AND LIGHTING (LOCATION 5) LS 45,500.0000 45,500.00 0.000 0.00 202 LIGHTING (TEMPORARY) LS 62,600.0000 62,600.00 0.687 43,006.20 203 LIGHTING LS 45,500.0000 45,500.00 0.950 43,225.00 204 LIGHTING (CITY STREET) LS 38,200.0000 38,200.00 0.210 8,022.00 205 LIGHTING ARRESTOR SYSTEM LS 25,100.0000 25,100.00 1.000 25,100.00 206 LIGHTING AND SIGN ILLUMINATION LS 517,430.3400 1,517,430.34 0.060 91,045.82 0.830 1,259,467.18 207 SIGN ILLUMINATION (OCTA) LS 3,500.0000 3,500.00 1.000 3,500.00 208 EXTINGUISHABLE MESSAGE SIGN LS 36,400.0000 36,400.00 1.000 36,400.00 (LOCATION 1) 209 EXTINGUISHABLE MESSAGE SIGN LS 30,300.0000 30,300.00 0.140 4,242.00 0.200 6,060.00 (LOCATION 2) 210 COMMUNICATION SYSTEM - OCTA (TEMPORARY) LS 817,389.1400 817,389.14 0.937 765,893.62 211 COMMUNICATION SYSTEM LS 910,458.2100 910,458.21 0.050 45,522.91 0.730 664,634.49 PROGRAM CAS145 PAGE 9 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:09 PM ESTIMATE NO. 14 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 09/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 25.0000 5,750.00 230.000 5,750.00 (F) 213 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.000 0.00 214 OCTA FACILITY LS 11,620.2200 1,011,620.22 0.020 20,232.40 0.750 758,715.17 215 SYSTEM TESTING AND DOCUMENTATION LS 72,700.0000 72,700.00 0.020 1,454.00 0.598 43,474.60 216 MICROWAVE VEHICLE DETECTION SYSTEM LS 283,253.6300 283,253.63 0.999 282,970.38 (TEMPORARY) 217 TRAFFIC MONITORING STATION (LOCATION 1) LS 30,300.0000 30,300.00 0.050 1,515.00 0.750 22,725.00 218 TRAFFIC MONITORING STATION (LOCATION 2) LS 36,900.0000 36,900.00 0.050 1,845.00 0.780 28,782.00 219 TRAFFIC MONITORING STATION (LOCATION 3) LS 38,600.0000 38,600.00 0.250 9,650.00 220 TRAFFIC MONITORING STATION (LOCATION 4) LS 41,400.0000 41,400.00 0.050 2,070.00 0.260 10,764.00 221 CLOSED CIRCUIT TELEVISION SYSTEM LS 32,000.0000 32,000.00 0.050 1,600.00 0.600 19,200.00 222 RAMP METERING SYSTEM (LOCATION 7) LS 64,600.0000 64,600.00 0.060 3,876.00 0.870 56,202.00 223 RAMP METERING SYSTEM (LOCATION 8) LS 75,800.0000 75,800.00 0.040 3,032.00 0.500 37,900.00 224 RAMP METERING SYSTEM (LOCATION 9) LS 64,600.0000 64,600.00 0.070 4,522.00 225 RAMP METERING SYSTEM (LOCATION 10) LS 71,700.0000 71,700.00 1.000 71,700.00 226 RAMP METERING SYSTEM (LOCATION 1 AND 2) LS 102,000.0000 102,000.00 0.010 1,020.00 0.680 69,360.00 227 RAMP METERING SYSTEM (LOCATION 3 AND 4) LS 98,000.0000 98,000.00 0.900 88,200.00 228 RAMP METERING SYSTEM (LOCATION 5 AND 6) LS 108,800.0000 108,800.00 0.780 84,864.00 229 WEIGH STATION BYPASS SYSTEM (REMOVE) LS 45,500.0000 45,500.00 0.030 1,365.00 0.980 44,590.00 230 WEIGH STATION BYPASS SYSTEM LS 8,585.3600 1,008,585.36 0.100 100,858.54 0.860 867,383.41 231 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 232 MILEPOST MARKER EA 77.0000 3,696.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G3304 TIME 01:09 PM ESTIMATE NO. 14 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 09/20/12 R.E. NAME: AMUTH, KAUSI DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,619,782.64 36,670,166.15 ADJUSTMENT OF COMPENSATION 620,582.25 2,319,480.72 EXTRA WORK 454,403.48 1,647,447.56 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,694,768.37 40,637,094.43 233 MOBILIZATION LS 989,921.8900 2,989,921.89 1.000 2,989,921.89 ORIGINAL CONTRACT AMOUNT 44,866,492.98 TOTAL WORK COMPLETED 3,694,768.37 43,627,016.32 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 3,694,768.37 43,622,016.32 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 09/30/13 247 44 65 0 86% 42% PROGRESS IS SATISFACTORY AMUTH, KAUSI RESIDENT ENGINEER PROGRAM CAS145 DATE 09/19/12