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 07/12/11 EST. NO.07 TIME 07:21 AM R.E. NAME: LINDQUIST, KARL 12-0F0324 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 07/12/11 EST. NO.07 TIME 07:21 AM R.E. NAME: LINDQUIST, KARL 12-0F0324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NONSUBTL CEM4401 -10,000.00 01 NON SUB CEM-4401 10,000.00 02 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,000.00 03 0.00 -2,000.00 TOTAL DEDUCTIONS 0.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 07:21 AM ESTIMATE NO. 07 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 07/12/11 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 12-ORA-57-18.8/21.1 ------------------------------ C C MYERS INC IN ORANGE COUNTY IN FULLERTON AND 1822 SOUTH LEWIS STREET BREA FROM 0.1 MILE NORTH OF YORBA BREA, CA 92805 LINDA BOULEVARD OVERCROSSING TO LAMBERT ROAD UNDERCROSSING FED. AID NO. N O N E WIDEN LANES, RAMPS AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.250 2,500.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 4,000.0000 2,900,000.00 120.000 480,000.00 04 TEMPORARY FENCE (TYPE CL-6) LF 4.0000 9,760.00 0.000 0.00 05 TEMPORARY FENCE LF 5.0000 28,950.00 4,394.000 21,970.00 (TYPE CL-6, WITH PRIVACY SCREEN) 06 TEMPORARY GATE EA 1,000.0000 4,000.00 2.000 2,000.00 (TYPE CL-6, WITH PRIVACY SCREEN) 07 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.060 2,400.00 0.150 6,000.00 08 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 09 TEMPORARY FIBER ROLL LF 2.0000 27,200.00 2,950.000 5,900.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 10,000.00 3.000 6,000.00 4.000 8,000.00 11 TEMPORARY CHECK DAM LF 20.0000 10,000.00 0.000 0.00 12 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 8,100.00 29.000 4,350.00 13 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 38,000.00 0.000 0.00 (BONDED FIBER MATRIX) 14 STREET SWEEPING LS 50,000.0000 50,000.00 0.090 4,500.00 15 TEMPORARY CONCRETE WASHOUT BIN EA 1,500.0000 7,500.00 1.000 1,500.00 16 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.535 40,125.00 17 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.150 30,000.00 18 TYPE III BARRICADE EA 100.0000 1,700.00 0.000 0.00 19 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 6,250.00 104.000 2,600.00 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.150 3,750.00 21 TEMPORARY RAILING (TYPE K) LF 12.0000 474,000.00 22,820.000 273,840.00 22 TEMPORARY CRASH CUSHION MODULE EA 160.0000 65,600.00 106.000 16,960.00 PROGRAM CAS145 PAGE 2 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 07:21 AM ESTIMATE NO. 07 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC SCREEN LF 2.0000 73,400.00 18,972.000 37,944.00 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3400 28,424.00 72,950.000 24,803.00 STRIPE (HAZARDOUS WASTE) 25 ABANDON CULVERT LF 25.0000 47,750.00 0.000 0.00 26 ABANDON INLET EA 300.0000 7,800.00 0.000 0.00 27 ABANDON PIPELINE EA 200.0000 2,200.00 0.000 0.00 28 REMOVE CHAIN LINK FENCE LF 4.0000 14,720.00 2,287.000 9,148.00 29 REMOVE METAL BEAM GUARD RAILING LF 8.0000 19,280.00 2,226.000 17,808.00 30 REMOVE PAINTED TRAFFIC STRIPE LF 0.3400 53,380.00 2,305.000 783.70 31 REMOVE PAINTED PAVEMENT MARKING SQFT 1.7000 2,159.00 0.000 0.00 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 23,555.00 65,260.000 22,841.00 33 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.7000 4,896.00 0.000 0.00 34 REMOVE PAVEMENT MARKER EA 0.6000 11,880.00 10,918.000 6,550.80 35 REMOVE ROADSIDE SIGN EA 150.0000 7,950.00 0.000 0.00 36 REMOVE ROADSIDE SIGN (METAL POST) EA 150.0000 450.00 0.000 0.00 37 REMOVE ROADSIDE SIGN EA 150.0000 750.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 38 REMOVE SIGN STRUCTURE EA 5,000.0000 40,000.00 0.000 0.00 39 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 810.00 210.000 630.00 40 REMOVE PIPE LF 25.0000 11,750.00 0.000 0.00 41 REMOVE INLET EA 500.0000 3,000.00 0.000 0.00 42 REMOVE HEADWALL EA 500.0000 500.00 0.000 0.00 43 REMOVE REINFORCED CONCRETE BOX CULVERT LS 15,000.0000 15,000.00 0.000 0.00 (PORTION) 44 REMOVE ROCK BLANKET CY 30.0000 1,830.00 0.000 0.00 45 REMOVE DELINEATOR EA 5.0000 240.00 0.000 0.00 46 RECONSTRUCT METAL PICKET FENCE LF 50.0000 1,400.00 0.000 0.00 47 RELOCATE ART PANEL EA 100.0000 15,000.00 60.000 6,000.00 48 RELOCATE ROADSIDE SIGN EA 300.0000 300.00 0.000 0.00 49 ADJUST INLET EA 1,300.0000 2,600.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 07:21 AM ESTIMATE NO. 07 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE CY 65.0000 4,160.00 0.000 0.00 51 REMOVE SOUND WALL SQYD 25.0000 162,000.00 7,359.000 183,975.00 52 CAP INLET EA 1,000.0000 10,000.00 0.000 0.00 53 BRIDGE REMOVAL (PORTION), LOCATION A LS 15,000.0000 15,000.00 0.000 0.00 54 BRIDGE REMOVAL (PORTION), LOCATION B LS 12,000.0000 12,000.00 0.000 0.00 55 BRIDGE REMOVAL (PORTION), LOCATION C LS 15,000.0000 15,000.00 0.000 0.00 56 BRIDGE REMOVAL (PORTION), LOCATION D LS 14,000.0000 14,000.00 0.000 0.00 57 BRIDGE REMOVAL (PORTION), LOCATION E LS 10,000.0000 10,000.00 0.000 0.00 58 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.950 95,000.00 59 ROADWAY EXCAVATION CY 11.0000 916,300.00 2,600.000 28,600.00 10,100.000 111,100.00 60 ROADWAY EXCAVATION (TYPE Y-1) CY 14.0000 131,740.00 7,531.000 105,434.00 (AERIALLY DEPOSITED LEAD) 61 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 62 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 0.000 0.00 63 STRUCTURE EXCAVATION (BRIDGE) CY 36.0000 226,800.00 5,794.000 208,584.00 F) 64 STRUCTURE EXCAVATION (CULVERT) CY 20.0000 8,600.00 0.000 0.00 F) 65 STRUCTURE EXCAVATION (RETAINING WALL) CY 24.0000 560,496.00 -46.000 -1,104.00 3,197.000 76,728.00 F) 66 STRUCTURE EXCAVATION (TIEBACK WALL) CY 20.0000 13,400.00 0.000 0.00 F) 67 STRUCTURE EXCAVATION (TYPE Y-1) CY 20.0000 34,760.00 802.000 16,040.00 1,683.000 33,660.00 F) (AERIALLY DEPOSITED LEAD) 68 STRUCTURE BACKFILL (BRIDGE) CY 45.0000 278,325.00 1,152.000 51,840.00 F) 69 STRUCTURE BACKFILL (CULVERT) CY 30.0000 10,500.00 0.000 0.00 F) 70 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 469,400.00 58.000 1,450.00 F) 71 STRUCTURE BACKFILL (TIEBACK WALL) CY 100.0000 10,000.00 0.000 0.00 F) 72 GEOMEMBRANE (BASIN LINER) SQYD 12.0000 25,080.00 0.000 0.00 73 SAND BACKFILL CY 60.0000 12,000.00 0.000 0.00 74 EARTH RETAINING STRUCTURE SQFT 38.0000 1,886,320.00 2,043.000 77,634.00 2,043.000 77,634.00 F) (MECHANICALLY STABILIZED EARTH WALL) 75 ROCK BLANKET SQYD 65.0000 24,050.00 0.000 0.00 76 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 1.000 500.00 PROGRAM CAS145 PAGE 4 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 07:21 AM ESTIMATE NO. 07 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1200 4,908.00 0.000 0.00 78 MAINTAIN EXISTING PLANTED AREAS LS 15,555.0000 15,555.00 0.050 777.75 79 MAINTAIN EXISTING IRRIGATION FACILITIES LS 8,000.0000 8,000.00 0.050 400.00 80 IRRIGATION SYSTEM LS 70,000.0000 70,000.00 0.036 2,520.00 81 3" SUPPLY LINE (BRIDGE) LF 60.0000 12,720.00 0.000 0.00 F) 82 10" CORRUGATED HIGH DENSITY LF 28.0000 26,880.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 83 EXTEND 6" CONDUIT LF 35.0000 5,950.00 0.000 0.00 84 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 0.00 85 LIME TON 190.0000 184,300.00 0.000 0.00 86 LIME STABILIZED SOIL SQYD 2.5000 137,250.00 0.000 0.00 87 CLASS 2 AGGREGATE SUBBASE CY 20.0000 318,000.00 0.000 0.00 88 CLASS 2 AGGREGATE BASE CY 25.0000 168,750.00 0.000 0.00 89 AGGREGATE BASE (APPROACH SLAB) CY 275.0000 13,475.00 0.000 0.00 F) 90 ASPHALTIC EMULSION (CURING SEAL) TON 450.0000 22,950.00 0.000 0.00 91 LEAN CONCRETE BASE CY 100.0000 535,000.00 0.000 0.00 92 SLURRY SEAL TON 500.0000 60,000.00 0.000 0.00 93 HOT MIX ASPHALT (TYPE A) TON 62.0000 768,800.00 0.000 0.00 94 DATA CORE LS 5,000.0000 5,000.00 0.000 0.00 95 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 2,540.00 0.000 0.00 96 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.0000 940.00 0.000 0.00 97 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 3,500.00 0.000 0.00 98 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 660.00 0.000 0.00 99 PLACE HMA DIKE (TYPE C MOD) LF 2.0000 300.00 0.000 0.00 00 PLACE HMA DIKE (TYPE E MOD) LF 2.0000 20.00 0.000 0.00 01 PLACE HMA DIKE (TYPE F MOD) LF 2.0000 240.00 0.000 0.00 02 PLACE HOT MIX ASPHALT SQYD 100.0000 5,700.00 0.000 0.00 (MISCELLANEOUS AREA) 03 TACK COAT TON 1,200.0000 4,800.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 07:21 AM ESTIMATE NO. 07 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINTED PLAIN CONCRETE PAVEMENT CY 150.0000 1,530,000.00 0.000 0.00 05 SEAL PAVEMENT JOINT LF 1.0000 48,500.00 0.000 0.00 06 SEAL ISOLATION JOINT LF 4.0000 11,280.00 0.000 0.00 07 GRIND EXISTING CONCRETE SQYD 6.0000 90,000.00 14,709.000 88,254.00 PAVEMENT 08 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 35.0000 406,070.00 677.000 23,695.00 09 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 34.0000 73,066.00 1,365.000 46,410.00 10 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 44.0000 242,396.00 0.000 0.00 11 FURNISH PILING (CLASS 90) LF 15.0000 12,075.00 0.000 0.00 12 DRIVE PILE (CLASS 90) EA 2,500.0000 42,500.00 0.000 0.00 13 FURNISH PILE (CLASS 200) LF 25.0000 38,675.00 0.000 0.00 14 DRIVE PILING (CLASS 200) EA 2,500.0000 80,000.00 0.000 0.00 15 16" CAST-IN-DRILLED-HOLE CONCRETE LF 35.0000 470,050.00 2,652.000 92,820.00 PILING (BARRIER) 16 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 0.000 0.00 17 TIEBACK ANCHOR EA 1,800.0000 192,600.00 0.000 0.00 18 REFINISH MASONRY BLOCK WALL SQYD 100.0000 17,000.00 0.000 0.00 19 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 275.0000 123,200.00 105.000 28,875.00 F) 20 STRUCTURAL CONCRETE, BRIDGE CY 545.0000 1,439,890.00 34.000 18,530.00 F) 21 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 1,949,700.00 447.000 134,100.00 F) 22 STRUCTURAL CONCRETE, BARRIER SLAB CY 300.0000 545,700.00 0.000 0.00 F) 23 STRUCTURAL CONCRETE, APPROACH SLAB CY 550.0000 201,300.00 0.000 0.00 F) (TYPE N) 24 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 73,500.00 0.000 0.00 (TYPE R) 25 STRUCTURAL CONCRETE, BOX CULVERT CY 375.0000 131,250.00 0.000 0.00 F) 26 STRUCTURAL CONCRETE WINGWALL CY 450.0000 31,500.00 0.000 0.00 F) 27 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 148,500.00 0.000 0.00 F) 28 MINOR CONCRETE (SOUND WALL) CY 400.0000 56,800.00 0.000 0.00 F) 29 FORMED RELIEF TEXTURE (FLOWER PATTERN) SQFT 5.0000 91,895.00 949.000 4,745.00 F) 30 FRACTURED RIB TEXTURE SQFT 4.0000 126,840.00 1,535.000 6,140.00 F) PROGRAM CAS145 PAGE 6 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 07:21 AM ESTIMATE NO. 07 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRILL AND BOND DOWEL LF 35.0000 3,605.00 0.000 0.00 32 RETAINING WALL STEM (TYPE 6) SQFT 20.0000 12,400.00 0.000 0.00 33 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 16.0000 1,557,824.00 0.000 0.00 F) 34 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 372,180.00 0.000 0.00 F) 35 SOUND WALL (GAP FILLER) SQFT 3.0000 33,300.00 0.000 0.00 36 JOINT SEAL (MR 1") LF 60.0000 4,620.00 0.000 0.00 37 JOINT SEAL (MR 1 1/2") LF 65.0000 20,150.00 0.000 0.00 38 BAR REINFORCING STEEL (BRIDGE) LB 0.7500 429,712.50 0.000 0.00 F) 39 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7000 499,876.30 53,989.000 37,792.30 F) 40 BAR REINFORCING STEEL (BOX CULVERT) LB 0.6500 43,550.00 0.000 0.00 F) 41 SHOTCRETE CY 400.0000 83,600.00 0.000 0.00 F) 42 ASPHALT MEMBRANE WATERPROOFING SQFT 19.0000 5,130.00 0.000 0.00 F) 43 COLUMN CASING LB 3.5000 253,050.00 0.000 0.00 F) 44 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 8.0000 3,912.00 0.000 0.00 F) 45 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 4.0000 1,956.00 0.000 0.00 F) 46 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 301,590.00 0.000 0.00 F) 47 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 30,159.00 0.000 0.00 F) 48 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 17.0000 29,240.00 0.000 0.00 49 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 6,440.00 0.000 0.00 (0.063"-UNFRAMED) 50 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,600.00 0.000 0.00 (0.080"-UNFRAMED) 51 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 2,400.00 0.000 0.00 (0.063"-FRAMED) 52 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 4,680.00 0.000 0.00 (0.080"-FRAMED) 53 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 900.0000 9,000.00 0.000 0.00 (SIGN FOUNDATION) 54 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 650.0000 59,150.00 0.000 0.00 (SIGN FOUNDATION) 55 METAL (RAIL MOUNTED SIGN) LB 4.0000 1,480.00 0.000 0.00 56 METAL (WALL MOUNTED SIGN) LB 11.0000 9,350.00 0.000 0.00 57 ROADSIDE SIGN - ONE POST EA 450.0000 13,500.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 07:21 AM ESTIMATE NO. 07 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ROADSIDE SIGN - TWO POST EA 1,100.0000 16,500.00 0.000 0.00 59 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 0.000 0.00 METHOD) 60 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.0000 1,080.00 0.000 0.00 61 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 1,500.00 0.000 0.00 EXISTING POST 62 INSTALL ROADSIDE SIGN EA 5,000.0000 10,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 63 18" ALTERNATIVE PIPE CULVERT LF 65.0000 74,100.00 0.000 0.00 64 24" ALTERNATIVE PIPE CULVERT LF 70.0000 246,400.00 0.000 0.00 65 36" ALTERNATIVE PIPE CULVERT LF 120.0000 15,600.00 0.000 0.00 66 48" ALTERNATIVE PIPE CULVERT LF 160.0000 14,560.00 0.000 0.00 67 18" BITUMINOUS COATED CORRUGATED STEEL LF 95.0000 6,840.00 0.000 0.00 PIPE (.079" THICK) 68 36" BITUMINOUS COATED CORRUGATED STEEL LF 150.0000 4,500.00 0.000 0.00 PIPE (.079" THICK) 69 3" PLASTIC PIPE DOWNDRAIN LF 12.0000 12,900.00 0.000 0.00 F) 70 GRATED LINE DRAIN LF 70.0000 26,600.00 0.000 0.00 71 18" BITUMINOUS COATED CORRUGATED STEEL LF 110.0000 2,090.00 0.000 0.00 PIPE RISER (.079" THICK) 72 48" BITUMINOUS COATED CORRUGATED STEEL LF 125.0000 1,000.00 0.000 0.00 PIPE RISER (.079" THICK) 73 6" WELDED STEEL PIPE CASING LF 90.0000 5,400.00 0.000 0.00 F) 74 18" ALTERNATIVE FLARED END SECTION EA 470.0000 940.00 0.000 0.00 75 24" ALTERNATIVE FLARED END SECTION EA 520.0000 1,040.00 0.000 0.00 76 48" ALTERNATIVE FLARED END SECTION EA 1,300.0000 1,300.00 0.000 0.00 77 MINOR CONCRETE (BACKFILL) CY 85.0000 1,105.00 0.000 0.00 78 ROCK SLOPE PROTECTION CY 110.0000 7,040.00 0.000 0.00 (FACING, METHOD B) 79 SLOPE PAVING (CONCRETE) CY 490.0000 84,770.00 0.000 0.00 F) 80 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 800.00 0.000 0.00 81 MINOR CONCRETE (MISCELLANEOUS CY 450.0000 127,800.00 0.000 0.00 F) CONSTRUCTION) 82 MINOR CONCRETE (PATTERNED) CY 660.0000 58,080.00 0.000 0.00 83 MISCELLANEOUS IRON AND STEEL LB 1.0000 31,364.00 0.000 0.00 F) 84 MISCELLANEOUS METAL (BRIDGE) LB 12.0000 39,420.00 0.000 0.00 F) PROGRAM CAS145 PAGE 8 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 07:21 AM ESTIMATE NO. 07 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CHAIN LINK FENCE (TYPE CL-6) LF 14.0000 32,760.00 0.000 0.00 86 3' CHAIN LINK GATE (TYPE CL-6) EA 750.0000 9,000.00 0.000 0.00 87 DELINEATOR (CLASS 1) EA 45.0000 2,160.00 0.000 0.00 88 METAL BEAM GUARD RAILING (WOOD POST) LF 19.0000 23,750.00 0.000 0.00 89 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 44,000.00 0.000 0.00 90 CHAIN LINK RAILING LF 58.0000 27,840.00 0.000 0.00 91 CABLE RAILING LF 15.0000 38,010.00 0.000 0.00 F) 92 TRANSITION RAILING (TYPE WB) EA 3,000.0000 21,000.00 0.000 0.00 93 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 2,400.00 0.000 0.00 94 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,400.0000 9,600.00 0.000 0.00 95 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 12,000.00 0.000 0.00 96 CONCRETE BARRIER (TYPE 60D) LF 30.0000 117,810.00 0.000 0.00 F) 97 CONCRETE BARRIER (TYPE 736) LF 60.0000 44,880.00 0.000 0.00 F) 98 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 60.0000 338,880.00 0.000 0.00 F) 99 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 80.0000 19,200.00 0.000 0.00 00 CONCRETE BARRIER (TYPE 736SV) LF 85.0000 389,895.00 0.000 0.00 F) 01 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 15,090.00 0.000 0.00 02 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 4,152.00 0.000 0.00 03 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6700 1,775.50 0.000 0.00 (BROKEN 12-3) 04 THERMOPLASTIC PAVEMENT MARKING SQFT 2.8000 8,708.00 0.000 0.00 05 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 15,510.00 0.000 0.00 (BROKEN 36-12) 06 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 587.40 0.000 0.00 (BROKEN 17-7) 07 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7300 13,213.00 0.000 0.00 (BROKEN 36-12) 08 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1700 66,300.00 144,880.000 24,629.60 09 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.2500 2,857.50 0.000 0.00 10 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1500 12,420.00 5,790.000 6,658.50 11 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 27,250.00 3,201.000 8,002.50 PROGRAM CAS145 PAGE 9 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 07:21 AM ESTIMATE NO. 07 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 13 LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 0.000 0.00 14 LIGHTING AND SIGN ILLUMINATION LS 240,000.0000 240,000.00 0.000 0.00 15 TRAFFIC MONITORING STATION (LOCATION 1) LS 30,000.0000 30,000.00 0.000 0.00 16 TRAFFIC MONITORING STATION (LOCATION 2) LS 30,000.0000 30,000.00 0.000 0.00 17 TRAFFIC MONITORING STATION (LOCATION 3) LS 20,000.0000 20,000.00 0.000 0.00 18 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 (LOCATION 1) 19 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 (LOCATION 2) 20 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 3) 21 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 (LOCATION 4) 22 TEMPORARY RAMP METERING SYSTEM LS 15,000.0000 15,000.00 0.000 0.00 23 TEMPORARY MICROWAVE VEHICLE DETECTION LS 90,000.0000 90,000.00 0.000 0.00 SYSTEM 24 RAMP METERING SYSTEM (LOCATION 1) LS 40,000.0000 40,000.00 0.000 0.00 25 RAMP METERING SYSTEM (LOCATION 2) LS 35,000.0000 35,000.00 0.000 0.00 26 RAMP METERING SYSTEM (LOCATION 3) LS 5,000.0000 5,000.00 0.000 0.00 27 TEMPORARY COMMUNICATION SYSTEM LS 230,000.0000 230,000.00 0.090 20,700.00 28 COMMUNICATION SYSTEM LS 500,000.0000 500,000.00 0.000 0.00 29 SYSTEM TESTING AND DOCUMENTATION LS 35,000.0000 35,000.00 0.000 0.00 30 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 31 CONTRACTOR SUPPLIED BIOLOGIST (DAY) DAY 2,000.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 07:21 AM ESTIMATE NO. 07 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 129,570.00 2,531,458.15 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 6,535.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 129,570.00 2,537,994.05 32 MOBILIZATION LS 1400,000.0000 1,400,000.00 0.500 700,000.00 ORIGINAL CONTRACT AMOUNT 28,971,722.20 TOTAL WORK COMPLETED 129,570.00 3,237,994.05 MATERIALS ON HAND ON SITE 125,834.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,000.00 TOTAL 129,570.00 3,361,828.95 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 11/02/10 725 12/27/10 12/27/10 11/20/13 120 0 0 0 11% 17% PROGRESS IS SATISFACTORY LINDQUIST, KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/12/11