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 11/25/08 EST. NO.13 TIME 08:39 AM R.E. NAME: OSCAR SHERRILL 06-342434 --------------------------------------------------------------------------- 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 0019 225.04 E.W. @ F.A.(+) 082908 N 0090.0 007 0017 275.00 E.W. @ F.A.(+) 071308 N 82R 0 009 0027 861.77 E.W. @ F.A.(+) 082708 N 0089.0 0028 723.05 080508 N 0092.0 0029 708.20 090308 N 0093.0 013 0001 -4,143.75 A.C. @ L.S.(-) 111108 N 1 0 014 0002 254.77 E.W. @ F.A.(+) 090308 N 0091.0 021 0001 6,391.81 E.W. @ F.A.(+) 071108 N 0078.0 0002 1,399.80 071508 N 0079.0 6,695.69 TOTAL THIS ESTIMATE 229,692.50 TOTAL PREVIOUS ESTIMATE 236,388.19 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 11/25/08 EST. NO.13 TIME 08:39 AM R.E. NAME: OSCAR SHERRILL 06-342434 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING CHARGES -2,800.00 04 UNRESOLVED QCQA RSLT -28,046.48 04 RESTAKE CHARGES -3,200.00 09 QCQA TEST RESULTS 28,046.48 11 NON-COMPLAINT SWPPP -50,000.00 12 NON-COMPLIANCE SWPPP -50,000.00 13 -50,000.00 -106,000.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 07 RECD PYRL 10,000.00 09 MISS PYRL -10,000.00 11 RECD PYRL 10,000.00 12 0.00 0.00 TOTAL DEDUCTIONS -50,000.00 -106,000.00 PROGRAM CAS145 PAGE 1 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 08:39 AM ESTIMATE NO. 13 BID OPENING 12/04/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 11/25/08 LOCATION RERUN PROGRESS ESTIMATE 06-FRE-180-R63.3/R66.5 ----------------------- SECURITY PAVING COMPANY, INC. IN FRESNO COUNTY IN AND NEAR FRESNO P.O. BOX 1489 FROM 0.2 KM EAST OF CLOVIS AVENUE SUN VALLEY, CA 91353-1489 OVERCROSSING TO 1.3 KM EAST OF TEMPERANCE AVENUE FED. AID NO. N O N E CONSTRUCT FREEWAY 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 TIME-RELATED OVERHEAD WDAY 3,550.0000 1,420,000.00 22.000 78,100.00 177.000 628,350.00 03 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 215,000.0000 215,000.00 0.055 11,825.00 0.445 95,675.00 05 TEMPORARY FIBER ROLL M 8.0000 109,600.00 46,006.250 368,050.00 46,268.110 370,144.88 06 TEMPORARY SILT FENCE M 8.0000 85,600.00 256.000 2,048.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,600.0000 32,000.00 1.000 1,600.00 12.000 19,200.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 60,000.00 4.000 12,000.00 09 TEMPORARY STRAW BALE BARRIER M 20.0000 8,400.00 0.000 0.00 10 CONSTRUCTION AREA SIGNS LS 17,500.0000 17,500.00 0.750 13,125.00 S) 11 TRAFFIC CONTROL SYSTEM LS 95,000.0000 95,000.00 0.055 5,225.00 0.445 42,275.00 S) 12 TYPE 1 BARRICADE EA 75.0000 150.00 11.000 825.00 S) 13 TYPE III BARRICADE EA 100.0000 16,000.00 132.000 13,200.00 S) 14 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.3000 64,500.00 668.000 2,872.40 S) 15 TEMPORARY PAVEMENT MARKING (TAPE) M2 70.0000 3,780.00 0.000 0.00 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 7,700.00 85.000 2,975.00 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,280.00 0.000 0.00 S) (LEFT IN PLACE) 18 PORTABLE DELINEATOR EA 25.0000 8,750.00 0.000 0.00 S) 19 TEMPORARY PAVEMENT MARKER EA 11.0000 3,960.00 241.000 2,651.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.055 1,100.00 0.445 8,900.00 S) 21 TEMPORARY RAILING (TYPE K) M 60.0000 96,000.00 1,610.550 96,633.00 22 TEMPORARY CRASH CUSHION MODULE EA 210.0000 23,100.00 103.000 21,630.00 S) PROGRAM CAS145 PAGE 2 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 08:39 AM ESTIMATE NO. 13 BID OPENING 12/04/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON PIPELINE M 6.0000 1,620.00 0.000 0.00 24 ABANDON WATER WELL EA 3,500.0000 21,000.00 12.000 42,000.00 S) 25 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.2500 11,537.50 334.000 1,085.50 S) STRIPE 26 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.1500 881.50 506.000 1,087.90 S) 27 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 21.6000 561.60 0.000 0.00 S) 28 REMOVE PAVEMENT MARKER EA 2.1500 666.50 77.000 165.55 S) 29 REMOVE CHANNELIZERS EA 15.0000 2,250.00 0.000 0.00 30 REMOVE ROADSIDE SIGN EA 150.0000 1,800.00 0.000 0.00 31 REMOVE CULVERT M 100.0000 2,700.00 26.900 2,690.00 32 REMOVE PIPELINE M 75.0000 66,750.00 588.000 44,100.00 33 REMOVE INLET EA 1,000.0000 3,000.00 3.000 3,000.00 34 REMOVE BASE AND SURFACING M3 25.0000 2,750.00 24.320 608.00 24.320 608.00 35 RECONSTRUCT CHAIN LINK FENCE M 38.0000 68,780.00 744.400 28,287.20 S) 36 RESET MAILBOX EA 250.0000 750.00 2.000 500.00 37 RELOCATE STANDPIPE AND IRRIGATION VALVE EA 5,400.0000 5,400.00 0.000 0.00 38 RELOCATE ROADSIDE SIGN EA 220.0000 880.00 0.000 0.00 39 ADJUST MANHOLE TO GRADE EA 500.0000 5,500.00 6.000 3,000.00 6.000 3,000.00 S) 40 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6500 132,495.00 52,192.000 86,116.80 52,192.000 86,116.80 S) 41 REMOVE CONCRETE M3 37.0000 3,589.00 122.160 4,519.92 122.160 4,519.92 42 CLEARING AND GRUBBING LS 60,000.0000 60,000.00 0.750 45,000.00 43 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.055 1,650.00 0.512 15,360.00 44 ROADWAY EXCAVATION M3 4.0000 3,928,000.00 980,161.350 3,920,645.40 45 LEAD COMPLIANCE PLAN LS 8,100.0000 8,100.00 0.000 0.00 46 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 278,600.00 6,965.000 278,600.00 F) 47 STRUCTURE EXCAVATION (RETAINING WALL) M3 54.0000 71,928.00 1,332.000 71,928.00 F) 48 STRUCTURE BACKFILL (BRIDGE) M3 69.0000 359,490.00 347.500 23,977.50 3,287.500 226,837.50 F) 49 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 126,000.00 300.000 18,000.00 1,730.000 103,800.00 F) PROGRAM CAS145 PAGE 3 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 08:39 AM ESTIMATE NO. 13 BID OPENING 12/04/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IMPORTED BORROW M3 9.2000 571,320.00 31,020.000 285,384.00 51 EROSION CONTROL (BLANKET) M2 4.5500 31,395.00 0.000 0.00 S) 52 STRAW (EROSION CONTROL) TONN 650.0000 149,500.00 48.160 31,304.00 83.160 54,054.00 S) 53 FIBER (EROSION CONTROL) KG 2.6500 33,920.00 4,512.000 11,956.80 16,512.000 43,756.80 S) 54 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 3,025.0000 30,250.00 0.500 1,512.50 1.000 3,025.00 S) 55 PURE LIVE SEED (EROSION CONTROL) KG 69.0000 83,490.00 119.380 8,237.22 436.880 30,144.72 S) 56 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 4.4500 52,510.00 1,128.000 5,019.60 4,128.000 18,369.60 S) 57 STABILIZING EMULSION (EROSION CONTROL) KG 4.7500 13,300.00 752.000 3,572.00 2,752.000 13,072.00 S) 58 TRANSPLANT PALM TREE EA 2,000.0000 42,000.00 19.800 39,600.00 S) 59 IRRIGATION SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 S) 60 WATER METER EA 3,500.0000 3,500.00 0.000 0.00 S) 61 200 MM CORRUGATED HIGH DENSITY M 225.0000 146,250.00 6.800 1,530.00 352.260 79,258.50 S) POLYETHYLENE PIPE CONDUIT 62 FINISHING ROADWAY LS 85,000.0000 85,000.00 0.000 0.00 63 CLASS 2 AGGREGATE BASE M3 48.8500 2,794,220.00 5,376.800 262,656.68 30,867.800 1,507,892.03 64 LEAN CONCRETE BASE M3 134.0000 1,862,600.00 4,551.870 609,950.58 4,551.870 609,950.58 65 ASPHALT CONCRETE TONN 77.0000 4,242,700.00 5,450.800 419,711.60 16,126.820 1,241,765.14 66 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 14.0000 75,180.00 111.000 1,554.00 111.000 1,554.00 AREA) 67 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.5000 1,485.00 0.000 0.00 68 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.5000 945.00 0.000 0.00 69 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.5000 19,485.00 0.000 0.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.5000 2,880.00 0.000 0.00 71 ASPHALTIC EMULSION (PAINT BINDER) TONN 750.0000 66,750.00 2.250 1,687.50 72 CONCRETE PAVEMENT M3 188.0000 4,869,200.00 0.000 0.00 73 SEAL PAVEMENT JOINT M 12.1500 622,080.00 0.000 0.00 74 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 175.0000 435,575.00 2,501.280 437,724.00 S) PILING 75 FURNISH PILING (CLASS 625) M 17.5000 33,285.00 1,895.280 33,167.40 (ALTERNATIVE W) 76 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 3,105.0000 372,600.00 120.000 372,600.00 S) PROGRAM CAS145 PAGE 4 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 08:39 AM ESTIMATE NO. 13 BID OPENING 12/04/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH PILING (CLASS 400) M 10.8000 10,767.60 1,042.810 11,262.35 (ALTERNATIVE X OR Y) 78 DRIVE PILE (CLASS 400) EA 3,755.0000 334,195.00 90.000 337,950.00 S) (ALTERNATIVE X OR Y) 79 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 195.0000 91,650.00 0.000 0.00 S) PILING (SOUND WALL) 80 PRESTRESSING CAST-IN-PLACE CONCRETE LS 478,000.0000 478,000.00 0.133 63,574.00 0.641 306,398.00 S) 81 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 415.0000 737,455.00 1,777.000 737,455.00 F) 82 STRUCTURAL CONCRETE, BRIDGE M3 664.0000 5,435,504.00 1,088.600 722,830.40 6,056.670 4,021,628.88 F) 83 STRUCTURAL CONCRETE, RETAINING WALL M3 820.0000 482,980.00 158.720 130,150.40 545.720 447,490.40 F) 84 STRUCTURAL CONCRETE, APPROACH SLAB M3 975.0000 962,325.00 365.000 355,875.00 F) (TYPE N) 85 MINOR CONCRETE (MINOR STRUCTURE) M3 1,770.0000 746,940.00 4.460 7,894.20 223.970 396,426.90 F) 86 MINOR CONCRETE (BACKFILL) M3 175.0000 16,100.00 91.300 15,977.50 87 RIPPED TEXTURE (REINFORCING BAR) M2 25.0000 42,125.00 332.000 8,300.00 1,565.000 39,125.00 F) 88 SOUND WALL (MASONRY BLOCK) M2 220.0000 151,360.00 0.000 0.00 SF) 89 JOINT SEAL (MR 40 MM) M 213.0000 46,647.00 0.000 0.00 S) 90 JOINT SEAL (MR 50 MM) M 250.0000 44,500.00 0.000 0.00 S) 91 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 2,431,120.00 111,132.750 222,265.50 940,826.320 1,881,652.64 SF) 92 BAR REINFORCING STEEL (RETAINING WALL) KG 2.9500 100,329.50 4,300.000 12,685.00 29,710.000 87,644.50 SF) 93 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 13.5000 101,614.50 0.000 0.00 F) WITH WALKWAY) 94 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.4000 25,591.80 0.000 0.00 SF)WITH WALKWAY) 95 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.1500 799,515.50 0.000 0.00 F) 96 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.7600 59,865.20 0.000 0.00 SF) 97 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.9500 74,229.40 0.000 0.00 F) 98 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 4.1000 23,501.20 0.000 0.00 SF) 99 FURNISH LAMINATED PANEL SIGN M2 205.0000 53,300.00 0.000 0.00 (25.4 MM-TYPE A) 00 FURNISH SINGLE SHEET ALUMINUM SIGN M2 108.0000 8,424.00 0.000 0.00 (1.6 MM-UNFRAMED) 01 FURNISH SINGLE SHEET ALUMINUM SIGN M2 121.0000 16,940.00 0.000 0.00 (2.0 MM-UNFRAMED) 02 762 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,250.0000 15,750.00 0.000 0.00 S) PILE (SIGN FOUNDATION) 03 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,350.0000 17,550.00 0.000 0.00 S) PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 08:39 AM ESTIMATE NO. 13 BID OPENING 12/04/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 1524 MM CAST-IN-DRILLED-HOLE M 1,430.0000 171,600.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 05 ROADSIDE SIGN - ONE POST EA 185.0000 25,900.00 4.000 740.00 06 ROADSIDE SIGN - TWO POST EA 255.0000 4,080.00 0.000 0.00 07 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 85.0000 595.00 0.000 0.00 METHOD) 08 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 2,300.00 0.000 0.00 09 600 MM ALTERNATIVE PIPE CULVERT M 162.0000 957,420.00 83.810 13,577.22 5,265.330 852,983.46 10 750 MM ALTERNATIVE PIPE CULVERT M 248.0000 44,640.00 162.410 40,277.68 11 900 MM ALTERNATIVE PIPE CULVERT M 340.0000 26,520.00 3.660 1,244.40 75.360 25,622.40 12 450 MM REINFORCED CONCRETE PIPE M 220.0000 118,800.00 0.620 136.40 500.530 110,116.60 (RUBBER GASKET JOINT) 13 600 MM REINFORCED CONCRETE PIPE M 168.0000 260,400.00 5.180 870.24 1,482.820 249,113.76 (RUBBER GASKET JOINT) 14 750 MM REINFORCED CONCRETE PIPE M 250.0000 11,750.00 47.000 11,750.00 (RUBBER GASKET JOINT) 15 900 MM REINFORCED CONCRETE PIPE M 272.0000 416,160.00 1,719.370 467,668.64 (RUBBER GASKET JOINT) 16 1050 MM REINFORCED CONCRETE PIPE M 485.0000 344,350.00 701.000 339,985.00 (RUBBER GASKET JOINT) 17 1200 MM REINFORCED CONCRETE PIPE M 660.0000 224,400.00 335.100 221,166.00 (RUBBER GASKET JOINT) 18 450 MM REINFORCED CONCRETE PRESSURE PIPE M 330.0000 7,260.00 0.000 0.00 (RUBBER GASKET JOINT) 19 750 MM REINFORCED CONCRETE PRESSURE PIPE M 430.0000 98,900.00 0.000 0.00 (RUBBER GASKET JOINT) 20 1800 MM REINFORCED CONCRETE PRESSURE M 860.0000 81,700.00 98.800 84,968.00 PIPE (RUBBER GASKET JOINT) 21 400 MM NON-REINFORCED CONCRETE PIPE M 215.0000 6,020.00 28.000 6,020.00 22 600 MM CORRUGATED STEEL PIPE M 250.0000 207,500.00 34.160 8,540.00 732.760 183,190.00 (2.01 MM THICK) 23 900 MM CORRUGATED STEEL PIPE M 325.0000 35,750.00 108.600 35,295.00 (2.77 MM THICK) 24 900 MM CORRUGATED STEEL PIPE INLET M 1,400.0000 12,600.00 5.750 8,050.00 7.900 11,060.00 (2.77 MM THICK) 25 300 MM CORRUGATED STEEL PIPE RISER M 800.0000 9,600.00 9.200 7,360.00 (2.01 MM THICK) 26 600 MM WELDED STEEL PIPE (6.35 MM THICK) M 540.0000 34,560.00 63.600 34,344.00 27 200 MM DUCTILE IRON PIPE M 110.0000 29,700.00 270.000 29,700.00 28 450 MM ALTERNATIVE FLARED END SECTION EA 1,950.0000 3,900.00 1.000 1,950.00 1.000 1,950.00 29 600 MM ALTERNATIVE FLARED END SECTION EA 2,150.0000 118,250.00 27.000 58,050.00 27.000 58,050.00 30 900 MM ALTERNATIVE FLARED END SECTION EA 2,700.0000 48,600.00 8.000 21,600.00 8.000 21,600.00 PROGRAM CAS145 PAGE 6 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 08:39 AM ESTIMATE NO. 13 BID OPENING 12/04/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 1050 MM ALTERNATIVE FLARED END SECTION EA 3,250.0000 3,250.00 1.000 3,250.00 1.000 3,250.00 32 1200 MM ALTERNATIVE FLARED END SECTION EA 3,800.0000 3,800.00 1.000 3,800.00 1.000 3,800.00 33 DRAINAGE INLET (TYPE D) EA 5,400.0000 86,400.00 0.500 2,700.00 16.000 86,400.00 34 DRAINAGE INLET (TYPE E) EA 3,250.0000 13,000.00 1.000 3,250.00 35 1500 MM STANDPIPE M 1,300.0000 15,600.00 0.000 0.00 36 MANHOLE (TYPE A) EA 4,325.0000 112,450.00 24.000 103,800.00 S) 37 MANHOLE (TYPE C) EA 4,300.0000 17,200.00 6.000 25,800.00 S) 38 ROCK SLOPE PROTECTION M3 225.0000 85,500.00 219.800 49,455.00 219.800 49,455.00 (FACING, METHOD B) 39 CONCRETE (SLOPE PROTECTION) M3 835.0000 17,535.00 12.500 10,437.50 40 SLOPE PAVING (CONCRETE) M3 800.0000 392,000.00 123.000 98,400.00 237.000 189,600.00 F) 41 ROCK SLOPE PROTECTION FABRIC M2 4.3000 4,730.00 637.800 2,742.54 637.800 2,742.54 42 MINOR CONCRETE (MISCELLANEOUS M3 600.0000 1,182,000.00 194.100 116,460.00 1,135.532 681,319.20 CONSTRUCTION) 43 MINOR CONCRETE (GUTTER) M 115.0000 4,830.00 0.000 0.00 F) 44 MISCELLANEOUS IRON AND STEEL KG 3.6000 151,531.20 3,404.000 12,254.40 SF) 45 MANHOLE FRAME AND COVER EA 1,600.0000 8,000.00 1.000 1,600.00 S) 46 MANHOLE FRAME AND GRATE EA 1,600.0000 40,000.00 13.000 20,800.00 21.000 33,600.00 S) 47 MISCELLANEOUS METAL (BRIDGE) KG 4.0000 57,240.00 568.000 2,272.00 8,142.000 32,568.00 SF) 48 CHAIN LINK FENCE (TYPE CL-1.8) M 36.0000 321,840.00 0.000 0.00 S) 49 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 735.0000 36,750.00 0.000 0.00 S) 50 SURVEY MONUMENT (TYPE B) EA 1,100.0000 22,000.00 0.000 0.00 51 DELINEATOR (SPECIAL) EA 33.0000 99.00 0.000 0.00 52 DELINEATOR (CLASS 1) EA 30.0000 7,200.00 0.000 0.00 53 MILEPOST MARKER EA 49.0000 735.00 0.000 0.00 54 OBJECT MARKER (TYPE L) EA 38.0000 380.00 0.000 0.00 55 OBJECT MARKER (TYPE P) EA 49.0000 539.00 2.000 98.00 56 METAL BEAM GUARD RAILING (STEEL POST) M 70.7500 397,615.00 0.000 0.00 S) 57 DOUBLE METAL BEAM GUARD RAILING M 121.0000 37,510.00 0.000 0.00 S) (STEEL POST) PROGRAM CAS145 PAGE 7 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 08:39 AM ESTIMATE NO. 13 BID OPENING 12/04/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 SINGLE THRIE BEAM BARRIER (STEEL POST) M 103.0000 28,840.00 0.000 0.00 S) 59 CABLE RAILING M 103.0000 4,326.00 0.000 0.00 SF) 60 TRANSITION RAILING (TYPE STB) EA 4,240.0000 8,480.00 0.000 0.00 S) 61 TRANSITION RAILING (TYPE WB) EA 3,680.0000 73,600.00 0.000 0.00 S) 62 RAIL TENSIONING ASSEMBLY EA 635.0000 5,080.00 0.000 0.00 S) 63 END CAP (TYPE A) EA 120.0000 1,080.00 0.000 0.00 S) 64 END ANCHOR ASSEMBLY (TYPE SFT) EA 660.0000 6,600.00 0.000 0.00 S) 65 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,920.0000 31,360.00 0.000 0.00 S) 66 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,100.0000 12,400.00 0.000 0.00 S) 67 ALTERNATIVE CRASH CUSHION SYSTEM EA 7,210.0000 57,680.00 0.000 0.00 S) 68 QUADGUARD SYSTEM EA 50,900.0000 101,800.00 0.000 0.00 S) 69 CONCRETE BARRIER (TYPE 60R MODIFIED) M 875.0000 49,875.00 0.000 0.00 70 CONCRETE BARRIER (TYPE 732) M 237.0000 362,136.00 286.000 67,782.00 823.000 195,051.00 F) 71 CONCRETE BARRIER (TYPE 736) M 280.0000 48,160.00 0.000 0.00 F) 72 CONCRETE BARRIER (TYPE 736 MODIFIED) M 460.0000 25,760.00 0.000 0.00 F) 73 CONCRETE BARRIER (TYPE 736A MODIFIED) M 345.0000 11,385.00 0.000 0.00 SF) 74 CONCRETE BARRIER (TYPE 736SV) M 388.0000 93,120.00 0.000 0.00 75 THERMOPLASTIC PAVEMENT MARKING M2 32.4000 39,852.00 0.000 0.00 S) 76 THERMOPLASTIC TRAFFIC STRIPE M 0.7000 27,930.00 0.000 0.00 S) (SPRAYABLE) 77 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 11,102.00 0.000 0.00 S) 78 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4500 1,247.00 0.000 0.00 S) 79 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.3000 10,442.00 0.000 0.00 S) 80 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 2,224.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 81 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 120.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 82 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 11,760.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 3,258.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 84 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2500 18,395.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 08:39 AM ESTIMATE NO. 13 BID OPENING 12/04/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 SIGNAL AND LIGHTING (LOCATION 1) LS 6,300.0000 6,300.00 0.314 1,978.20 S) 86 SIGNAL AND LIGHTING (LOCATION 2) LS 97,350.0000 97,350.00 0.100 9,735.00 S) 87 SIGNAL AND LIGHTING (LOCATION 3) LS 172,900.0000 172,900.00 0.346 59,823.40 S) 88 SIGNAL AND LIGHTING (LOCATION 4) LS 136,300.0000 136,300.00 0.428 58,336.40 S) 89 SIGNAL AND LIGHTING (LOCATION 5) LS 188,000.0000 188,000.00 0.238 44,744.00 S) 90 SIGNAL AND LIGHTING (LOCATION 6) LS 165,400.0000 165,400.00 0.319 52,762.60 S) 91 SIGNAL AND LIGHTING (LOCATION 7) LS 146,150.0000 146,150.00 0.360 52,614.00 S) 92 SIGNAL AND LIGHTING LS 182,830.0000 182,830.00 0.355 64,904.65 S) (CITY STREET LOCATION 1) 93 LIGHTING AND SIGN ILLUMINATION LS 870,800.0000 870,800.00 0.025 21,770.00 0.207 180,255.60 S) 94 INDUCTIVE LOOP DETECTOR LS 67,070.0000 67,070.00 0.000 0.00 S) 95 TRAFFIC MONITORING STATION (LOCATION 1) LS 48,540.0000 48,540.00 0.282 13,688.28 S) 96 TRAFFIC MONITORING STATION (LOCATION 2) LS 12,000.0000 12,000.00 0.320 3,840.00 S) 97 TRAFFIC MONITORING STATION (LOCATION 3) LS 60,040.0000 60,040.00 0.076 4,563.04 S) 98 CLOSED CIRCUIT TELEVISION SYSTEM LS 27,200.0000 27,200.00 0.108 2,937.60 S) (LOCATION 1) 99 CLOSED CIRCUIT TELEVISION SYSTEM LS 30,025.0000 30,025.00 0.098 2,942.45 S) (LOCATION 2) 00 RAMP METERING SYSTEM (LOCATION 1) LS 137,030.0000 137,030.00 0.142 19,458.26 S) 01 RAMP METERING SYSTEM (LOCATION 2) LS 62,900.0000 62,900.00 0.008 503.20 0.169 10,630.10 S) 02 RAMP METERING SYSTEM (LOCATION 3) LS 84,320.0000 84,320.00 0.012 1,011.84 0.193 16,273.76 S) 03 RAMP METERING SYSTEM (LOCATION 4) LS 59,950.0000 59,950.00 0.006 359.70 0.064 3,836.80 S) 04 FIBER OPTIC SYSTEM LS 663,350.0000 663,350.00 0.013 8,623.55 0.314 208,291.90 S) PROGRAM CAS145 PAGE 9 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 08:39 AM ESTIMATE NO. 13 BID OPENING 12/04/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,642,424.79 24,704,579.71 ADJUSTMENT OF COMPENSATION -4,143.75 59,051.29 EXTRA WORK 10,839.44 177,336.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,649,120.48 24,940,967.90 05 MOBILIZATION LS 700,000.0000 700,000.00 0.050 35,000.00 1.000 700,000.00 ORIGINAL CONTRACT AMOUNT 48,772,505.00 TOTAL WORK COMPLETED 3,684,120.48 25,640,967.90 MATERIALS ON HAND ON SITE 484,523.64 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -50,000.00 -106,000.00 TOTAL 3,634,120.48 26,019,491.54 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 045 LEAD COMPLIANCE PLAN 1,000.00 8,100.00 7,100.00 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 01/08/08 400 03/04/08 03/04/08 10/06/09 177 0 0 0 52% 44% PROGRESS IS SATISFACTORY OSCAR SHERRILL RESIDENT ENGINEER PROGRAM CAS145 DATE 11/25/08