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 03/01/11 EST. NO.40 TIME 03:18 PM 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 --------------------------------------------------------------------------- 024 0001 -84,337.65 A.C. @ L.S.(-) 022711 N 1 0 041 0029 3,150.00 E.W. @ L.S.(+) 022711 N 5 0 042 0001 3,525.00 E.W. @ L.S.(+) 022711 N 1 0 043 0001 72,332.17 A.C. @ U.P.(+) 012711 N 1 0 055 0003 1,000.00 E.W. @ L.S.(+) 022711 N 3 0 056 0001 2,500.00 A.C. @ L.S.(+) 022711 N 1 0 -1,830.48 TOTAL THIS ESTIMATE 1,132,534.64 TOTAL PREVIOUS ESTIMATE 1,130,704.16 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 03/01/11 EST. NO.40 TIME 03:18 PM 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 NON-COMPLIANT SWPPP 100,000.00 14 908+70-914+93 DEDUCT -72,442.44 16 917+32.95-908+70.0 -2,485.30 16 922+40.4-919+96.3 -28,383.95 16 RESTAKE 5 -3,000.00 17 CONSTRUCTION STAKING -2,480.00 19 OUT OF SPEC TIE BAR -200,000.00 21 NON-PERFORMANCE CPM -50,000.00 24 NON-COMPLIANCE CPM 50,000.00 27 OUT OF SPEC TIE BAR 200,000.00 33 CCO #15 -119,596.38 39 CC0 #24 -84,337.65 39 CCO #24 84,337.65 40 84,337.65 -234,388.07 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 MISS PYRL -10,000.00 38 0.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 045 -7,100.00 27 OVERBID ITEM NO. 045 7,100.00 38 0.00 0.00 TOTAL DEDUCTIONS 84,337.65 -244,388.07 PROGRAM CAS145 PAGE 1 DATE 03/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 03:18 PM ESTIMATE NO. 40 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 11/05/10 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/01/11 LOCATION SEMI-FINAL 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 1.000 10,000.00 02 TIME-RELATED OVERHEAD WDAY 3,550.0000 1,420,000.00 400.000 1,420,000.00 03 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 215,000.0000 215,000.00 1.000 215,000.00 05 TEMPORARY FIBER ROLL M 8.0000 109,600.00 4,337.110 34,696.88 06 TEMPORARY SILT FENCE M 8.0000 85,600.00 970.000 7,760.00 1,409.000 11,272.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,600.0000 32,000.00 20.000 32,000.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 60,000.00 8.000 24,000.00 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 1.000 17,500.00 S) 11 TRAFFIC CONTROL SYSTEM LS 95,000.0000 95,000.00 1.000 95,000.00 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 4,709.000 20,248.70 S) 15 TEMPORARY PAVEMENT MARKING (TAPE) M2 70.0000 3,780.00 14.300 1,001.00 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 55.000 2,200.00 S) (LEFT IN PLACE) 18 PORTABLE DELINEATOR EA 25.0000 8,750.00 350.000 8,750.00 350.000 8,750.00 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 1.000 20,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 60.0000 96,000.00 1,609.995 96,599.70 22 TEMPORARY CRASH CUSHION MODULE EA 210.0000 23,100.00 103.000 21,630.00 S) PROGRAM CAS145 PAGE 2 DATE 03/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 03:18 PM ESTIMATE NO. 40 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 11/05/10 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/01/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,984.000 9,698.00 S) STRIPE 26 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.1500 881.50 1,824.000 3,921.60 S) 27 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 21.6000 561.60 11.200 241.92 70.120 1,514.59 S) 28 REMOVE PAVEMENT MARKER EA 2.1500 666.50 201.000 432.15 S) 29 REMOVE CHANNELIZERS EA 15.0000 2,250.00 15.000 225.00 15.000 225.00 30 REMOVE ROADSIDE SIGN EA 150.0000 1,800.00 11.000 1,650.00 12.000 1,800.00 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 2,750.00 137.500 3,437.50 35 RECONSTRUCT CHAIN LINK FENCE M 38.0000 68,780.00 1,056.610 40,151.18 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 3.000 660.00 39 ADJUST MANHOLE TO GRADE EA 500.0000 5,500.00 11.000 5,500.00 S) 40 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6500 132,495.00 58,689.000 96,836.85 S) 41 REMOVE CONCRETE M3 37.0000 3,589.00 122.160 4,519.92 42 CLEARING AND GRUBBING LS 60,000.0000 60,000.00 1.000 60,000.00 43 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 1.000 30,000.00 44 ROADWAY EXCAVATION M3 4.0000 3,928,000.00 991,256.350 3,965,025.40 45 LEAD COMPLIANCE PLAN LS 8,100.0000 8,100.00 1.000 8,100.00 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 5,210.000 359,490.00 F) 49 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 126,000.00 2,100.000 126,000.00 F) PROGRAM CAS145 PAGE 3 DATE 03/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 03:18 PM ESTIMATE NO. 40 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 11/05/10 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/01/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 35,456.000 326,195.20 51 EROSION CONTROL (BLANKET) M2 4.5500 31,395.00 5,477.000 24,920.35 S) 52 STRAW (EROSION CONTROL) TONN 650.0000 149,500.00 134.610 87,496.50 S) 53 FIBER (EROSION CONTROL) KG 2.6500 33,920.00 34,152.000 90,502.80 S) 54 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 3,025.0000 30,250.00 3.000 9,075.00 S) 55 PURE LIVE SEED (EROSION CONTROL) KG 69.0000 83,490.00 279.420 19,279.98 1,182.830 81,615.27 S) 56 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 4.4500 52,510.00 5,474.000 24,359.30 S) 57 STABILIZING EMULSION (EROSION CONTROL) KG 4.7500 13,300.00 2,000.000 9,500.00 7,692.000 36,537.00 S) 58 TRANSPLANT PALM TREE EA 2,000.0000 42,000.00 2.200 4,400.00 22.000 44,000.00 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 2.000 7,000.00 S) 61 200 MM CORRUGATED HIGH DENSITY M 225.0000 146,250.00 632.500 142,312.50 S) POLYETHYLENE PIPE CONDUIT 62 FINISHING ROADWAY LS 85,000.0000 85,000.00 1.000 85,000.00 63 CLASS 2 AGGREGATE BASE M3 48.8500 2,794,220.00 60,428.700 2,951,942.00 64 LEAN CONCRETE BASE M3 134.0000 1,862,600.00 14,402.960 1,929,996.64 65 ASPHALT CONCRETE TONN 77.0000 4,242,700.00 48,609.290 3,742,915.33 66 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 14.0000 75,180.00 5,336.460 74,710.44 AREA) 67 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.5000 1,485.00 312.700 1,407.15 68 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.5000 945.00 283.600 1,276.20 69 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.5000 19,485.00 3,857.500 17,358.75 70 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.5000 2,880.00 579.820 2,609.19 71 ASPHALTIC EMULSION (PAINT BINDER) TONN 750.0000 66,750.00 17.680 13,260.00 72 CONCRETE PAVEMENT M3 188.0000 4,869,200.00 62.400 11,731.20 26,538.930 4,989,318.84 73 SEAL PAVEMENT JOINT M 12.1500 622,080.00 54,877.000 666,755.55 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 03/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 03:18 PM ESTIMATE NO. 40 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 11/05/10 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/01/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 91,650.00 460.600 89,817.00 S) PILING (SOUND WALL) 80 PRESTRESSING CAST-IN-PLACE CONCRETE LS 478,000.0000 478,000.00 1.000 478,000.00 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 8,186.000 5,435,504.00 F) 83 STRUCTURAL CONCRETE, RETAINING WALL M3 820.0000 482,980.00 589.000 482,980.00 F) 84 STRUCTURAL CONCRETE, APPROACH SLAB M3 975.0000 962,325.00 987.000 962,325.00 F) (TYPE N) 85 MINOR CONCRETE (MINOR STRUCTURE) M3 1,770.0000 746,940.00 392.020 693,875.40 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 1,685.000 42,125.00 F) 88 SOUND WALL (MASONRY BLOCK) M2 220.0000 151,360.00 687.220 151,188.40 SF) 89 JOINT SEAL (MR 40 MM) M 213.0000 46,647.00 210.490 44,834.37 S) 90 JOINT SEAL (MR 50 MM) M 250.0000 44,500.00 160.590 40,147.50 S) 91 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 2,431,120.00 1,215,560.000 2,431,120.00 SF) 92 BAR REINFORCING STEEL (RETAINING WALL) KG 2.9500 100,329.50 34,010.000 100,329.50 SF) 93 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 13.5000 101,614.50 7,527.000 101,614.50 F) WITH WALKWAY) 94 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.4000 25,591.80 7,527.000 25,591.80 SF)WITH WALKWAY) 95 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.1500 799,515.50 85,220.000 864,983.00 F) 96 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.7600 59,865.20 85,220.000 64,767.20 SF) 97 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.9500 74,229.40 8,083.000 104,674.85 F) 98 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 4.1000 23,501.20 8,083.000 33,140.30 SF) 99 FURNISH LAMINATED PANEL SIGN M2 205.0000 53,300.00 302.073 61,924.97 (25.4 MM-TYPE A) 00 FURNISH SINGLE SHEET ALUMINUM SIGN M2 108.0000 8,424.00 107.147 11,571.88 (1.6 MM-UNFRAMED) 01 FURNISH SINGLE SHEET ALUMINUM SIGN M2 121.0000 16,940.00 154.684 18,716.76 (2.0 MM-UNFRAMED) 02 762 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,250.0000 15,750.00 6.800 15,300.00 S) PILE (SIGN FOUNDATION) 03 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,350.0000 17,550.00 17.172 23,182.20 S) PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 03/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 03:18 PM ESTIMATE NO. 40 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 11/05/10 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/01/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 171,600.00 146.920 210,095.60 S) CONCRETE PILE (SIGN FOUNDATION) 05 ROADSIDE SIGN - ONE POST EA 185.0000 25,900.00 168.000 31,080.00 06 ROADSIDE SIGN - TWO POST EA 255.0000 4,080.00 20.000 5,100.00 07 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 85.0000 595.00 16.000 1,360.00 METHOD) 08 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 2,300.00 27.254 2,725.40 09 600 MM ALTERNATIVE PIPE CULVERT M 162.0000 957,420.00 5,931.360 960,880.32 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 75.360 25,622.40 12 450 MM REINFORCED CONCRETE PIPE M 220.0000 118,800.00 509.670 112,127.40 (RUBBER GASKET JOINT) 13 600 MM REINFORCED CONCRETE PIPE M 168.0000 260,400.00 1,527.180 256,566.24 (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 1,728.200 470,070.40 (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 207,500.00 828.580 207,145.00 (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 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 2.000 3,900.00 29 600 MM ALTERNATIVE FLARED END SECTION EA 2,150.0000 118,250.00 54.000 116,100.00 30 900 MM ALTERNATIVE FLARED END SECTION EA 2,700.0000 48,600.00 17.000 45,900.00 PROGRAM CAS145 PAGE 6 DATE 03/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 03:18 PM ESTIMATE NO. 40 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 11/05/10 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/01/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 32 1200 MM ALTERNATIVE FLARED END SECTION EA 3,800.0000 3,800.00 1.000 3,800.00 33 DRAINAGE INLET (TYPE D) EA 5,400.0000 86,400.00 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 85,500.00 376.600 84,735.00 (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 392,000.00 490.000 392,000.00 F) 41 ROCK SLOPE PROTECTION FABRIC M2 4.3000 4,730.00 1,098.000 4,721.40 42 MINOR CONCRETE (MISCELLANEOUS M3 600.0000 1,182,000.00 2,048.562 1,229,137.20 CONSTRUCTION) 43 MINOR CONCRETE (GUTTER) M 115.0000 4,830.00 42.000 4,830.00 F) 44 MISCELLANEOUS IRON AND STEEL KG 3.6000 151,531.20 38,105.000 137,178.00 SF) 45 MANHOLE FRAME AND COVER EA 1,600.0000 8,000.00 3.000 4,800.00 S) 46 MANHOLE FRAME AND GRATE EA 1,600.0000 40,000.00 1.933 3,092.80 22.933 36,692.80 S) 47 MISCELLANEOUS METAL (BRIDGE) KG 4.0000 57,240.00 14,310.000 57,240.00 SF) 48 CHAIN LINK FENCE (TYPE CL-1.8) M 36.0000 321,840.00 10,438.000 375,768.00 S) 49 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 735.0000 36,750.00 61.000 44,835.00 S) 50 SURVEY MONUMENT (TYPE B) EA 1,100.0000 22,000.00 17.000 18,700.00 51 DELINEATOR (SPECIAL) EA 33.0000 99.00 3.000 99.00 52 DELINEATOR (CLASS 1) EA 30.0000 7,200.00 252.000 7,560.00 53 MILEPOST MARKER EA 49.0000 735.00 0.000 0.00 54 OBJECT MARKER (TYPE L) EA 38.0000 380.00 10.000 380.00 55 OBJECT MARKER (TYPE P) EA 49.0000 539.00 13.000 637.00 56 METAL BEAM GUARD RAILING (STEEL POST) M 70.7500 397,615.00 6,343.800 448,823.85 S) 57 DOUBLE METAL BEAM GUARD RAILING M 121.0000 37,510.00 308.600 37,340.60 S) (STEEL POST) PROGRAM CAS145 PAGE 7 DATE 03/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 03:18 PM ESTIMATE NO. 40 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 11/05/10 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/01/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 28,840.00 304.800 31,394.40 S) 59 CABLE RAILING M 103.0000 4,326.00 42.000 4,326.00 SF) 60 TRANSITION RAILING (TYPE STB) EA 4,240.0000 8,480.00 2.000 8,480.00 S) 61 TRANSITION RAILING (TYPE WB) EA 3,680.0000 73,600.00 20.000 73,600.00 S) 62 RAIL TENSIONING ASSEMBLY EA 635.0000 5,080.00 8.000 5,080.00 S) 63 END CAP (TYPE A) EA 120.0000 1,080.00 9.000 1,080.00 S) 64 END ANCHOR ASSEMBLY (TYPE SFT) EA 660.0000 6,600.00 10.000 6,600.00 S) 65 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,920.0000 31,360.00 8.000 31,360.00 S) 66 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,100.0000 12,400.00 2.000 6,200.00 S) 67 ALTERNATIVE CRASH CUSHION SYSTEM EA 7,210.0000 57,680.00 8.000 57,680.00 S) 68 QUADGUARD SYSTEM EA 50,900.0000 101,800.00 2.000 101,800.00 S) 69 CONCRETE BARRIER (TYPE 60R MODIFIED) M 875.0000 49,875.00 57.000 49,875.00 70 CONCRETE BARRIER (TYPE 732) M 237.0000 362,136.00 1,528.000 362,136.00 F) 71 CONCRETE BARRIER (TYPE 736) M 280.0000 48,160.00 172.000 48,160.00 F) 72 CONCRETE BARRIER (TYPE 736 MODIFIED) M 460.0000 25,760.00 56.000 25,760.00 F) 73 CONCRETE BARRIER (TYPE 736A MODIFIED) M 345.0000 11,385.00 33.000 11,385.00 SF) 74 CONCRETE BARRIER (TYPE 736SV) M 388.0000 93,120.00 232.200 90,093.60 75 THERMOPLASTIC PAVEMENT MARKING M2 32.4000 39,852.00 237.030 7,679.77 1,181.210 38,271.20 S) 76 THERMOPLASTIC TRAFFIC STRIPE M 0.7000 27,930.00 42,786.000 29,950.20 S) (SPRAYABLE) 77 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 11,102.00 9,374.000 12,186.20 S) 78 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4500 1,247.00 1,864.000 2,702.80 S) 79 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.3000 10,442.00 6,314.000 14,522.20 S) 80 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 2,224.00 866.000 1,385.60 1,375.000 2,200.00 S) (BROKEN 3.66 M - 0.92 M) 81 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 120.00 349.000 209.40 S) (BROKEN 1.83 M - 0.30 M) 82 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 11,760.00 19,023.000 11,413.80 S) (BROKEN 10.98 M - 3.66 M) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 3,258.00 5,391.000 3,234.60 S) (BROKEN 5.18 M - 2.14 M) 84 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2500 18,395.00 5,349.000 17,384.25 S) PROGRAM CAS145 PAGE 8 DATE 03/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 03:18 PM ESTIMATE NO. 40 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 11/05/10 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/01/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 6,300.00 S) 86 SIGNAL AND LIGHTING (LOCATION 2) LS 97,350.0000 97,350.00 1.000 97,350.00 S) 87 SIGNAL AND LIGHTING (LOCATION 3) LS 172,900.0000 172,900.00 1.000 172,900.00 S) 88 SIGNAL AND LIGHTING (LOCATION 4) LS 136,300.0000 136,300.00 1.000 136,300.00 S) 89 SIGNAL AND LIGHTING (LOCATION 5) LS 188,000.0000 188,000.00 1.000 188,000.00 S) 90 SIGNAL AND LIGHTING (LOCATION 6) LS 165,400.0000 165,400.00 1.000 165,400.00 S) 91 SIGNAL AND LIGHTING (LOCATION 7) LS 146,150.0000 146,150.00 1.000 146,150.00 S) 92 SIGNAL AND LIGHTING LS 182,830.0000 182,830.00 1.000 182,830.00 S) (CITY STREET LOCATION 1) 93 LIGHTING AND SIGN ILLUMINATION LS 870,800.0000 870,800.00 1.000 870,800.00 S) 94 INDUCTIVE LOOP DETECTOR LS 67,070.0000 67,070.00 1.000 67,070.00 S) 95 TRAFFIC MONITORING STATION (LOCATION 1) LS 48,540.0000 48,540.00 1.000 48,540.00 S) 96 TRAFFIC MONITORING STATION (LOCATION 2) LS 12,000.0000 12,000.00 1.000 12,000.00 S) 97 TRAFFIC MONITORING STATION (LOCATION 3) LS 60,040.0000 60,040.00 1.000 60,040.00 S) 98 CLOSED CIRCUIT TELEVISION SYSTEM LS 27,200.0000 27,200.00 1.000 27,200.00 S) (LOCATION 1) 99 CLOSED CIRCUIT TELEVISION SYSTEM LS 30,025.0000 30,025.00 1.000 30,025.00 S) (LOCATION 2) 00 RAMP METERING SYSTEM (LOCATION 1) LS 137,030.0000 137,030.00 1.000 137,030.00 S) 01 RAMP METERING SYSTEM (LOCATION 2) LS 62,900.0000 62,900.00 1.000 62,900.00 S) 02 RAMP METERING SYSTEM (LOCATION 3) LS 84,320.0000 84,320.00 1.000 84,320.00 S) 03 RAMP METERING SYSTEM (LOCATION 4) LS 59,950.0000 59,950.00 1.000 59,950.00 S) 04 FIBER OPTIC SYSTEM LS 663,350.0000 663,350.00 1.000 663,350.00 S) PROGRAM CAS145 PAGE 9 DATE 03/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342434 TIME 03:18 PM ESTIMATE NO. 40 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 11/05/10 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/01/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 78,196.27 47,482,446.80 ADJUSTMENT OF COMPENSATION -9,505.48 76,824.66 EXTRA WORK 7,675.00 1,053,879.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 76,365.79 48,613,150.96 05 MOBILIZATION LS 700,000.0000 700,000.00 1.000 700,000.00 ORIGINAL CONTRACT AMOUNT 48,772,505.00 TOTAL WORK COMPLETED 76,365.79 49,313,150.96 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 84,337.65 -244,388.07 TOTAL 160,703.44 49,068,762.89 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 JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/08/08 400 03/04/08 03/04/08 11/05/10 495 14 0 0 100% 100% OSCAR SHERRILL RESIDENT ENGINEER PROGRAM CAS145 DATE 03/01/11