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 07/24/06 EST. NO.19 TIME 04:00 PM R.E. NAME: YOUNG, FRED 07-122004 --------------------------------------------------------------------------- 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 0029 278.88 E.W. @ F.A.(+) 021606 N 69 0 0030 67.59 030106 N 70 0 0033 122.00 101305 N 73 0 0035 97.34 111505 N 75 0 0041 135.18 020706 N 160 0 0045 246.84 053006 N 164 0 006 0009 1,051.77 E.W. @ F.A.(+) 050206 N 133 0 0010 1,729.27 050306 N 134 0 0011 1,327.04 051606 N 145 0 0012 437.69 051206 N 144 0 016 0005 1,105.99 E.W. @ F.A.(+) 083105 N 79 0 0007 2,304.45 090205 N 81 0 018 0001 503.37 E.W. @ F.A.(+) 011306 N 128 0 0002 215.72 013006 N 129 0 0003 423.83 031606 N 130 0 0004 287.63 031706 N 131 0 0005 736.97 032006 N 132 0 0007 494.13 052606 N 170 0 029 0007 1,210.82 E.W. @ F.A.(+) 042406 N 135 0 0008 1,125.04 042506 N 136 0 0009 185.90 052306 N 137 0 0011 2,105.86 052506 N 139 0 0012 1,339.62 060106 N 140 0 0013 171.01 060106 N 141 0 0014 1,426.65 053006 N 143 0 0016 1,055.28 060606 N 147 0 0017 536.52 060806 N 149 0 0020 1,262.53 060906 N 155 0 0022 1,191.71 061306 N 157 0 0025 2,172.12 061606 N 174 0 0026 462.09 061906 N 175 0 0028 190.19 062206 N 177 0 0030 264.00 061606 N 179 0 0031 198.00 062206 N 180 0 0032 635.39 060906 N 182 0 0033 107.64 061206 N 183 0 036 0002 1,330.01 E.W. @ F.A.(+) 062806 N 181 0 0003 1,189.17 062806 N 181A 0 041 0002 422.83 E.W. @ F.A.(+) 053106 N 172 0 0003 393.69 060106 N 173 0 0006 1,364.67 061906 N 188 0 0007 1,663.92 062006 N 189 0 0008 1,074.08 062106 N 190 0 0009 2,630.27 062706 N 191 0 0010 716.74 051106 N 192 0 0011 294.82 051106 N 193 0 0012 1,154.03 051206 N 194 0 0013 373.32 051506 N 195 0 0014 759.21 051506 N 196 0 0015 450.64 051806 N 197 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/24/06 EST. NO.19 TIME 04:00 PM R.E. NAME: YOUNG, FRED 07-122004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 41,023.46 TOTAL THIS ESTIMATE 1,120,169.48 TOTAL PREVIOUS ESTIMATE 1,161,192.94 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 07/24/06 EST. NO.19 TIME 04:00 PM R.E. NAME: YOUNG, FRED 07-122004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC GRADING OUT OF CC -585.00 08 RESTAKING -680.00 13 0.00 -1,265.00 LABOR COMPLIANCE VIOLATION OCT 05 -10,000.00 07 OCT 05 10,000.00 09 DYNAELECTRIC 1/06 -10,000.00 13 DYNA 1/05 10,000.00 14 0.00 0.00 TOTAL DEDUCTIONS 0.00 -1,265.00 PROGRAM CAS145 PAGE 1 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 04:00 PM ESTIMATE NO. 19 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 07/24/06 LOCATION PROGRESS ESTIMATE 07-LA-5-39.4/45.6 ----------------- CHUMO CONSTRUCTION, INC. IN LOS ANGELES COUNTY IN 14425 JOANBRIDGE STREET LOS ANGELES FROM ROUTE 118 AND 5 BALDWIN PARK, CA 92334 SEPARATION TO 0.7 KM SOUTH OF ROUTE 14 AND 5 CONNECTOR OVERHEAD FED. AID NO. ACNH-005 -3(51)N ,I-005 -3(51)N WIDEN FREEWAY AND STRUCTURES ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.500 2,500.00 02 TIME-RELATED OVERHEAD WDAY 4,000.0000 2,600,000.00 21.000 84,000.00 297.000 1,188,000.00 03 TEMPORARY ROADSIDE SIGN EA 500.0000 1,000.00 2.000 1,000.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 8,000.00 200.000 4,000.00 05 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 145,000.0000 145,000.00 0.030 4,350.00 0.386 55,970.00 07 TEMPORARY CORRUGATED STEEL PIPE M 1,500.0000 78,000.00 52.000 78,000.00 (2-1200 MM) 08 CONSTRUCTION AREA SIGNS LS 14,000.0000 14,000.00 0.400 5,600.00 S) 09 TRAFFIC CONTROL SYSTEM LS 2000,000.0000 2,000,000.00 0.030 60,000.00 0.421 842,000.00 S) 10 TYPE III BARRICADE EA 60.0000 960.00 11.000 660.00 11.000 660.00 S) 11 TYPE 1 BARRICADE EA 20.0000 240.00 0.000 0.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 13,200.00 259.000 7,770.00 S) 13 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 6,000.00 5.000 5,000.00 S) 14 TEMPORARY RAILING (TYPE K) M 40.0000 980,000.00 17,135.840 685,433.60 S) 15 TEMPORARY CRASH CUSHION MODULE EA 300.0000 96,000.00 221.000 66,300.00 S) 16 REMOVE THERMOPLASTIC YELLOW TRAFFIC M 2.4500 15,435.00 8,981.000 22,003.45 STRIPE 17 REMOVE CHAIN LINK FENCE M 20.0000 300.00 0.000 0.00 18 REMOVE METAL BEAM GUARD RAILING M 32.0000 34,240.00 937.460 29,998.72 19 REMOVE PAINTED TRAFFIC STRIPE M 1.2500 77,000.00 3,670.000 4,587.50 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2500 31,750.00 25,189.760 31,487.20 21 REMOVE PAVEMENT MARKER EA 0.6800 35,428.00 31,963.000 21,734.84 22 REMOVE ROADSIDE SIGN (WOOD POST) EA 250.0000 5,000.00 5.000 1,250.00 PROGRAM CAS145 PAGE 2 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 04:00 PM ESTIMATE NO. 19 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE SIGN STRUCTURE EA 4,000.0000 24,000.00 5.000 20,000.00 24 REMOVE ASPHALT CONCRETE DIKE M 4.0000 5,080.00 1,220.000 4,880.00 25 REMOVE PIPE M 70.0000 9,800.00 43.800 3,066.00 26 REMOVE SLOTTED CORRUGATED STEEL PIPE M 25.0000 13,750.00 374.600 9,365.00 406.100 10,152.50 27 REMOVE INLET EA 600.0000 4,200.00 10.000 6,000.00 28 RECONSTRUCT METAL BEAM GUARD RAILING M 150.0000 3,450.00 0.000 0.00 (WOOD POST) 29 RELOCATE CONCRETE BARRIER (TYPE K) M 22.0000 2,860.00 104.000 2,288.00 30 REMOVE CONCRETE (CURB AND GUTTER) M3 120.0000 20,400.00 70.450 8,454.00 31 REMOVE CONCRETE SIDEWALK M2 14.5000 2,610.00 0.000 0.00 32 REMOVE CONCRETE (CHANNEL) M3 67.0000 31,758.00 517.320 34,660.44 517.320 34,660.44 33 REMOVE CONCRETE BARRIER M 21.0000 178,920.00 1,967.160 41,310.36 5,378.960 112,958.16 34 REMOVE CRASH CUSHION (SAND FILLED) EA 1,500.0000 1,500.00 1.000 1,500.00 35 BRIDGE REMOVAL (PORTION), LOCATION A LS 100,000.0000 100,000.00 1.000 100,000.00 36 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 1.000 50,000.00 37 BRIDGE REMOVAL (PORTION), LOCATION C LS 50,000.0000 50,000.00 1.000 50,000.00 38 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000.00 39 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 1.000 150,000.00 40 ROADWAY EXCAVATION M3 12.0000 696,000.00 0.000 0.00 41 ROADWAY EXCAVATION (TYPE Z-2) M3 125.0000 96,250.00 508.000 63,500.00 (AERIALLY DEPOSITED LEAD) 42 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 43 STRUCTURE EXCAVATION (BRIDGE) M3 120.0000 70,440.00 190.000 22,800.00 587.000 70,440.00 F) 44 STRUCTURE EXCAVATION (RETAINING WALL) M3 56.0000 141,792.00 1,684.500 94,332.00 F) 45 STRUCTURE EXCAVATION, RETAINING WALL M3 65.0000 47,060.00 724.000 47,060.00 F) (SOUND WALL ) 46 STRUCTURE EXCAVATION (TYPE Y) M3 200.0000 22,000.00 110.000 22,000.00 F) (AERIALLY DEPOSITED LEAD) 47 STRUCTURE EXCAVATION (TYPE Y) M3 39.0000 73,788.00 1,550.300 60,461.70 F) (AERIALLY DEPOSITED LEAD) (RETAINING WALL) 48 STRUCTURE EXCAVATION (TYPE Z-2) M3 122.0000 16,470.00 135.000 16,470.00 F) (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 3 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 04:00 PM ESTIMATE NO. 19 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 49 STRUCTURE BACKFILL M3 89.0000 15,664.00 50.200 4,467.80 F) 50 STRUCTURE BACKFILL (BRIDGE) M3 180.0000 79,200.00 29.000 5,220.00 200.000 36,000.00 F) 51 STRUCTURE BACKFILL (RETAINING WALL) M3 74.0000 105,746.00 1,305.000 96,570.00 F) 52 STRUCTURE BACKFILL (TYPE Y) M3 59.0000 119,711.00 888.300 52,409.70 F) RETAINING WALL 53 STRUCTURE BACKFILL, RETAINING WALL M3 60.0000 24,300.00 404.100 24,246.00 F) (SOUND WALL ) 54 PERVIOUS BACKFILL MATERIAL (RETAINING M3 110.0000 74,470.00 320.000 35,200.00 F) WALL) 55 SOIL ANCHOR EA 2,000.0000 100,000.00 50.000 100,000.00 S) 56 IMPORTED BORROW M3 25.0000 53,000.00 808.000 20,200.00 57 HIGHWAY PLANTING LS 63,350.0000 63,350.00 0.000 0.00 S) 58 STRAW (EROSION CONTROL) TONN 1,000.0000 4,000.00 0.000 0.00 S) 59 FIBER (EROSION CONTROL) KG 4.0000 4,300.00 0.000 0.00 S) 60 COMPOST (EROSION CONTROL) M3 401.0000 2,005.00 0.000 0.00 S) 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 500.00 0.000 0.00 S) 62 PURE LIVE SEED (EROSION CONTROL) KG 190.0000 8,170.00 0.000 0.00 S) 63 STABILIZING EMULSION (EROSION CONTROL) KG 1.5000 352.50 0.000 0.00 S) 64 MAINTAIN EXISTING PLANTS LS 12,500.0000 12,500.00 0.000 0.00 S) 65 PLANT ESTABLISHMENT WORK LS 46,875.0000 46,875.00 0.000 0.00 S) 66 MAINTAIN EXISTING IRRIGATION FACILITIES LS 6,800.0000 6,800.00 0.000 0.00 S) 67 IRRIGATION SYSTEM LS 120,000.0000 120,000.00 0.050 6,000.00 68 200 MM WELDED STEEL PIPE CONDUIT M 600.0000 22,200.00 0.000 0.00 (6.35 MM THICK) 69 EXTEND 100 MM CONDUIT M 410.0000 4,305.00 9.500 3,895.00 70 EXTEND 250 MM CONDUIT M 460.0000 1,610.00 3.500 1,610.00 71 CLASS 4 AGGREGATE SUBBASE M3 8.0000 24,080.00 3,010.000 24,080.00 72 CLASS 2 AGGREGATE BASE M3 31.0000 70,060.00 2,260.000 70,060.00 73 AGGREGATE BASE (APPROACH SLAB) M3 500.0000 11,000.00 35.000 17,500.00 74 CLASS 3 AGGREGATE BASE M3 12.0000 182,400.00 0.000 0.00 75 LEAN CONCRETE BASE M3 145.0000 1,522,500.00 3,790.600 549,637.00 PROGRAM CAS145 PAGE 4 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 04:00 PM ESTIMATE NO. 19 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 ASPHALT CONCRETE TYPE B M2 106.0000 201,400.00 0.000 0.00 (TEXTURE PAVING) 77 ASPHALT CONCRETE (TYPE B) TONN 60.0000 220,200.00 3,768.710 226,122.60 78 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 27.0000 32,130.00 0.000 0.00 AREA) 79 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 9.4000 1,222.00 0.000 0.00 80 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 9.4000 5,358.00 0.000 0.00 81 CONCRETE PAVEMENT M3 208.0000 3,723,200.00 127.900 26,603.20 5,862.900 1,219,483.20 82 SEAL PAVEMENT JOINT M 15.5000 251,100.00 0.000 0.00 S) 83 SEAL LONGITUDINAL ISOLATION JOINT M 14.7000 388,080.00 0.000 0.00 S) 84 2.4 M PERMANENT STEEL CASING M 3,780.0000 192,780.00 11.400 43,092.00 S) 85 FURNISH STEEL PILING (HP 250 X 62) M 50.0000 3,000.00 60.000 3,000.00 86 DRIVE STEEL PILE (HP 250 X 62) EA 8,000.0000 48,000.00 6.000 48,000.00 S) 87 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 155.0000 275,900.00 1,937.000 300,235.00 S) PILING 88 350 MM CAST-IN-DRILLED-HOLE M 155.0000 32,550.00 232.000 35,960.00 S) CONCRETE PILING 89 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 5,080.0000 756,920.00 74.900 380,492.00 S) PILING (ROCK SOCKET) 90 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 7,495.0000 382,245.00 11.400 85,443.00 S) PILING 91 PRESTRESSING CAST-IN-PLACE CONCRETE LS 20,000.0000 20,000.00 0.000 0.00 SF) 92 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 32,550.00 81.000 28,350.00 F) 93 STRUCTURAL CONCRETE, BRIDGE M3 1,650.0000 2,291,850.00 4.000 6,600.00 373.000 615,450.00 F) 94 STRUCTURE CONCRETE, RETAINING WALL M3 700.0000 198,100.00 283.000 198,100.00 F) (SOUND WALL) 95 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 882,000.00 866.900 606,830.00 F) 96 STRUCTURAL CONCRETE, BARRIER SLAB M3 600.0000 85,200.00 142.000 85,200.00 F) 97 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,200.0000 27,600.00 23.000 27,600.00 F) (TYPE N) 98 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,150.0000 244,950.00 107.000 123,050.00 F) (TYPE R) 99 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 725,000.00 121.660 304,150.00 00 MINOR CONCRETE (BACKFILL) M3 160.0000 28,800.00 180.000 28,800.00 F) 01 PAVING NOTCH EXTENSION M3 3,500.0000 21,000.00 2.610 9,135.00 F) 02 DRILL AND BOND DOWEL M 250.0000 26,500.00 16.000 4,000.00 112.000 28,000.00 PROGRAM CAS145 PAGE 5 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 04:00 PM ESTIMATE NO. 19 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 SOUND WALL (MASONRY BLOCK) M2 140.0000 496,440.00 1,408.600 197,204.00 SF) 04 JOINT SEAL (MR 30 MM) M 110.0000 2,310.00 0.000 0.00 S) 05 JOINT SEAL (MR 50 MM) M 190.0000 4,180.00 0.000 0.00 S) 06 BAR REINFORCING STEEL (BRIDGE) KG 2.1500 905,128.50 35,882.000 77,146.30 263,912.000 567,410.80 SF) 07 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 174,287.50 48,921.000 122,302.50 SF) 08 BAR REINFORCING STEEL, RETAINING WALL KG 2.8500 48,723.60 17,096.000 48,723.60 SF)(SOUND WALL) 09 FURNISH SIGN STRUCTURE (TRUSS) KG 7.4500 534,135.20 3,823.000 28,481.35 F) 10 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6000 43,017.60 0.000 0.00 SF) 11 760 MM CAST-IN-DRILLED-HOLE M 1,200.0000 21,600.00 4.500 5,400.00 S) CONCRETE PILE (SIGN FOUNDATION) 12 920 MM CAST-IN-DRILLED-HOLE M 1,300.0000 22,100.00 17.000 22,100.00 S) CONCRETE PILE (SIGN FOUNDATION) 13 1370 MM CAST-IN-DRILLED-H0LE M 1,400.0000 60,200.00 8.500 11,900.00 S) CONCRETE PILE (SIGN FOUNDATION) 14 METAL (BARRIER MOUNTED SIGN) KG 20.0000 78,200.00 0.000 0.00 15 METAL (SOUND WALL MOUNTED SIGN) KG 15.0000 11,400.00 0.000 0.00 16 ROADSIDE SIGN - ONE POST EA 300.0000 4,500.00 0.000 0.00 17 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,400.00 0.000 0.00 METHOD) 18 INSTALL SIGN OVERLAY M2 30.0000 1,020.00 0.000 0.00 19 INSTALL SIGN PANEL ON EXISTING FRAME M2 25.0000 9,000.00 0.000 0.00 20 INSTALL ROADSIDE SIGN EA 1,500.0000 7,500.00 0.000 0.00 (LAMINATED WOOD BOX POST) 21 450 MM ALTERNATIVE PIPE CULVERT M 72.0000 122,400.00 1,353.800 97,473.60 22 600 MM ALTERNATIVE PIPE CULVERT M 91.0000 91,910.00 210.300 19,137.30 818.200 74,456.20 23 450 MM REINFORCED CONCRETE PIPE M 190.5000 43,815.00 77.440 14,752.32 24 600 MM REINFORCED CONCRETE PIPE M 216.5000 11,691.00 53.200 11,517.80 25 300 MM SLOTTED CORRUGATED STEEL PIPE M 159.0000 76,320.00 0.000 0.00 (2.01 MM THICK) 26 450 MM SLOTTED CORRUGATED STEEL PIPE M 148.0000 1,015,280.00 211.887 31,359.28 954.587 141,278.88 (2.01 MM THICK) 27 GRATED LINE DRAIN M 203.0000 58,870.00 0.000 0.00 28 450 MM CORRUGATED STEEL PIPE RISER M 520.0000 3,172.00 0.000 0.00 (2.01 MM THICK) 29 450 MM ALTERNATIVE FLARED END SECTION EA 540.0000 1,080.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 04:00 PM ESTIMATE NO. 19 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 115.0000 409,170.00 0.000 0.00 31 ROCK SLOPE PROTECTION M3 112.0000 392.00 0.000 0.00 (FACING, METHOD B) 32 ROCK SLOPE PROTECTION M3 115.0000 216,430.00 0.000 0.00 (BACKING NO. 1, METHOD B) 33 SLOPE PAVING (CONCRETE) M3 1,200.0000 3,600.00 0.000 0.00 SF) 34 ROCK SLOPE PROTECTION FABRIC M2 2.5000 8,552.50 0.000 0.00 35 MINOR CONCRETE (CURB AND GUTTER) M3 400.0000 52,000.00 55.000 22,000.00 36 MINOR CONCRETE (GUTTER) M3 400.0000 9,200.00 0.000 0.00 37 MINOR CONCRETE (SIDEWALK) M3 400.0000 7,600.00 0.000 0.00 38 MISCELLANEOUS IRON AND STEEL KG 1.0000 54,428.00 13,012.000 13,012.00 SF) 39 MISCELLANEOUS METAL KG 50.0000 21,900.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 40 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 32,850.00 0.000 0.00 SF) 41 CHAIN LINK FENCE (TYPE CL-1.8) M 100.0000 1,200.00 0.000 0.00 S) 42 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 3,000.00 0.000 0.00 43 GUARD RAILING DELINEATOR EA 7.0000 1,260.00 0.000 0.00 44 INSTALL MEDIAN MILEAGE PANEL EA 60.0000 6,600.00 0.000 0.00 45 METAL BEAM GUARD RAILING M 60.0000 40,200.00 0.000 0.00 S) 46 CONCRETE BARRIER (TYPE 25R MODIFIED) M 480.0000 4,800.00 5.000 2,400.00 F) 47 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 610.0000 4,880.00 0.000 0.00 F) 48 CABLE RAILING M 40.0000 9,120.00 0.000 0.00 F) 49 TERMINAL SECTION (TYPE B) EA 600.0000 4,200.00 0.000 0.00 S) 50 TERMINAL SECTION (TYPE C) EA 600.0000 3,600.00 0.000 0.00 S) 51 END SECTION EA 300.0000 600.00 0.000 0.00 S) 52 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 10,800.00 0.000 0.00 S) 53 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 1,200.00 0.000 0.00 S) 54 CONCRETE BARRIER (TYPE 60 R) M 587.0000 193,710.00 90.600 53,182.20 55 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 587.0000 70,440.00 30.260 17,762.62 56 CONCRETE BARRIER (TYPE 60C) M 392.0000 13,720.00 35.660 13,978.72 PROGRAM CAS145 PAGE 7 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 04:00 PM ESTIMATE NO. 19 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 CONCRETE BARRIER (TYPE 60D) M 127.0000 27,940.00 0.000 0.00 58 CONCRETE BARRIER (TYPE 60S) M 187.0000 860,200.00 595.450 111,349.15 59 CONCRETE BARRIER (TYPE 60 SA MODIFIED) M 337.0000 178,610.00 137.700 46,404.90 F) 60 CONCRETE BARRIER (TYPE 60SC) M 387.0000 1,153,260.00 1,653.020 639,718.74 61 CONCRETE BARRIER (TYPE 732 MODIFIED) M 250.0000 82,000.00 0.000 0.00 F) 62 CONCRETE BARRIER (TYPE 736) M 210.0000 15,750.00 75.000 15,750.00 75.000 15,750.00 F) 63 CONCRETE BARRIER (TYPE 736 MODIFIED) M 220.0000 31,900.00 0.000 0.00 F) 64 CONCRETE BARRIER (TYPE 736A) M 210.0000 102,690.00 489.000 102,690.00 489.000 102,690.00 F) 65 CONCRETE BARRIER (TYPE 736 A MODIFIED) M 220.0000 35,200.00 80.000 17,600.00 F) 66 CONCRETE BARRIER (TYPE 736 S) M 250.0000 35,000.00 140.000 35,000.00 67 CONCRETE BARRIER (TYPE 736SV) M 410.0000 241,900.00 570.000 233,700.00 68 CONCRETE BARRIER (TYPE 736B) M 370.0000 19,240.00 52.000 19,240.00 52.000 19,240.00 69 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 11,550.00 0.000 0.00 S) 70 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 62,800.00 0.000 0.00 S) 71 150 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 112.50 0.000 0.00 S) 72 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 12,460.00 0.000 0.00 S) 73 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 9,105.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 74 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 3,405.00 0.000 0.00 S) (BROKEN 11.00 M - 3.50 M) 75 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 40,105.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 76 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 409.50 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 77 PAINT TRAFFIC STRIPE (1-COAT) M 0.5000 62,500.00 76,597.000 38,298.50 S) 78 PAINT PAVEMENT MARKING (1-COAT) M2 30.0000 870.00 14.480 434.40 S) 79 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 57,150.00 13,750.000 20,625.00 S) 80 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 82,000.00 5,732.000 22,928.00 S) 81 LIGHTING (TEMPORARY) LS 47,840.0000 47,840.00 0.900 43,056.00 S) 82 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 6,500.0000 6,500.00 0.000 0.00 S) 83 COMMUNICATION CONDUIT (BRIDGE) M 76.0000 10,792.00 142.000 10,792.00 SF) PROGRAM CAS145 PAGE 8 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 04:00 PM ESTIMATE NO. 19 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 35,000.0000 35,000.00 0.086 3,010.00 0.086 3,010.00 S) (LOCATION 1) 85 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 18,500.0000 18,500.00 0.019 351.50 0.019 351.50 S) (LOCATION 2) 86 MODIFY TRAFFIC MONITORING STATION LS 51,000.0000 51,000.00 0.367 18,717.00 0.367 18,717.00 S) 87 TEMPORARY TRAFFIC MONITORING STATION LS 30,300.0000 30,300.00 0.900 27,270.00 S) (LOCATION 1) 88 TEMPORARY AUTOMATIC VEHICLE LS 20,000.0000 20,000.00 0.900 18,000.00 S) CLASSIFICATION (LOCATION 2) 89 TEMPORARY TRAFFIC MONITORING STATION LS 24,800.0000 24,800.00 0.900 22,320.00 S) (LOCATION 3) 90 TEMPORARY TRAFFIC MONITORING STATION LS 27,000.0000 27,000.00 1.000 27,000.00 S) (LOCATION 4) 91 TEMPORARY COMMUNICATIONS SYSTEM ROUTING LS 520,000.0000 520,000.00 0.910 473,200.00 S) 92 TRAFFIC MONITORING STATION (LOCATION 1) LS 91,000.0000 91,000.00 0.250 22,750.00 S) 93 TRAFFIC MONITORING STATION (LOCATION 2) LS 69,000.0000 69,000.00 0.250 17,250.00 S) 94 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 439,000.0000 439,000.00 0.021 9,219.00 0.544 238,816.00 S) 95 MODIFY RAMP METERING SYSTEM LS 212,000.0000 212,000.00 0.129 27,348.00 0.647 137,164.00 S) 96 MODIFY LIGHTING AND SIGN ILLUMINATION LS 194,000.0000 194,000.00 0.053 10,282.00 0.753 146,082.00 S) 97 SYSTEM TESTING AND DOCUMENTATION LS 14,000.0000 14,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 04:00 PM ESTIMATE NO. 19 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 633,819.38 13,425,240.19 ADJUSTMENT OF COMPENSATION 0.00 285,910.32 EXTRA WORK 41,023.46 875,282.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 674,842.84 14,586,433.13 98 MOBILIZATION LS 3500,000.0000 3,500,000.00 0.950 3,325,000.00 ORIGINAL CONTRACT AMOUNT 35,237,936.40 TOTAL WORK COMPLETED 674,842.84 17,911,433.13 MATERIALS ON HAND ON SITE 934,197.78 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,265.00 TOTAL 674,842.84 18,844,365.91 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 04/27/05 900 05/16/05 05/12/05 11/22/08 308 0 0 0 51% 47% PROGRESS IS SATISFACTORY YOUNG, FRED RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 07/24/06