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 05/24/05 EST. NO.09 TIME 01:34 PM R.E. NAME: BINNS, CORY 11-080924 --------------------------------------------------------------------------- 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 0000 415.68 E.W. @ F.A.(+) 050205 Y 0160.0 0025 206.47 041205 Y 0134.0 0026 206.47 041305 Y 0136.0 0027 206.47 041405 Y 0137.0 0028 194.97 030805 Y 0108.0 0029 194.97 031005 Y 0109.0 0030 194.97 031105 Y 0110.0 0031 214.02 032905 Y 0114.0 0032 190.80 041105 Y 0115.0 0033 190.80 040405 Y 0118.0 0034 206.47 040505 Y 0119.0 0035 206.47 040605 Y 0120.0 0036 206.47 040705 Y 0122.0 0037 206.47 040805 Y 0123.0 0038 136.06 030305 Y 0126.0 0039 206.47 041105 Y 0132.0 0040 290.37 021605 Y 0080.0 0041 119.06 030405 Y 0094.0 0042 194.97 030705 Y 0106.0 0043 1,295.42 030105 Y 0095.0 0045 628.48 022505 Y 0105.0 0046 493.49 040605 Y 0139.0 0047 166.38 042105 Y 0143.0 0048 206.47 042505 Y 0144.0 0049 221.83 042605 Y 0145.0 0050 206.47 042605 Y 0146.0 0051 444.21 041905 Y 0148.0 0052 447.25 042705 Y 0151.0 0053 641.73 013105 Y 0084.1 0054 228.96 042805 Y 0155.0 0055 1,261.27 011305 Y 0157.0 0056 270.76 050205 Y 0158.0 0057 206.47 050205 Y 0159.0 0059 206.47 050305 Y 0162.0 0060 415.68 050305 Y 0163.0 0061 206.47 050405 Y 0165.0 0062 379.83 050405 Y 0168.0 0063 206.47 050505 Y 0169.0 0064 382.53 050505 Y 0170.0 0065 206.47 050605 Y 0174.0 0066 169.73 050705 Y 0175.0 0067 206.47 050905 Y 0176.0 0069 355.38 051205 Y 0179.0 0070 355.38 050905 Y 0180.0 0071 355.38 051005 Y 0181.0 0073 206.47 051105 Y 0183.0 0074 355.38 051105 Y 0184.0 0075 206.47 051005 Y 0185.0 0076 3,319.84 050505 Y 0171.0 003 0001 2,117.50 E.W. @ F.A.(+) 021505 Y 0138.0 004 0004 265.53 E.W. @ F.A.(+) 021705 Y 0088.0 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 05/24/05 EST. NO.09 TIME 01:34 PM R.E. NAME: BINNS, CORY 11-080924 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0002 47.97 E.W. @ F.A.(+) 021605 Y 0124.0 0003 1,061.37 041905 Y 0147.0 0004 1,430.84 042005 Y 0149.0 0005 363.08 042105 Y 0150.0 006 0021 134.90 E.W. @ F.A.(+) 031405 Y 0112.0 0022 221.82 040605 Y 0121.0 0023 822.26 022505 Y 0125.0 0024 42.98 030705 Y 0127.0 0025 545.77 032205 Y 0128.0 0026 495.34 032305 Y 0129.0 0027 42.98 030805 Y 0107.0 0028 383.09 022105 Y 0089.0 0029 474.11 022405 Y 0090.0 0030 61.92 022305 Y 0091.0 0031 384.28 022805 Y 0093.0 0032 583.64 022205 Y 0104.0 0033 890.95 041505 Y 0140.0 0034 475.84 041805 Y 0142.0 0035 332.74 042805 Y 0154.0 0036 166.36 042905 Y 0156.0 0037 951.67 050205 Y 0161.0 0038 142.23 050405 Y 0167.0 0039 342.93 050505 Y 0172.0 0040 684.51 050605 Y 0173.0 0041 316.06 050905 Y 0177.0 010 0011 328.27 E.W. @ F.A.(+) 110904 N 0022.0 013 0002 325.05 E.W. @ F.A.(+) 041305 Y 0135.0 0003 1,062.16 032805 Y 0113.0 0004 642.03 033005 Y 0116.0 0005 443.64 040405 Y 0117.0 0006 1,551.28 032505 Y 0130.0 0007 92.90 021705 Y 0081.0 0008 650.07 041205 Y 0133.0 0009 259.10 041805 Y 0141.0 0010 2,784.10 031105 Y 0152.0 0011 1,341.71 032205 Y 0153.0 0012 546.22 030205 Y 0186.0 0013 1,876.24 040705 Y 0187.0 024 0001 613.01 E.W. @ F.A.(+) 030405 Y 0092.0 0002 544.82 122304 Y 0096.0 0003 542.60 122804 Y 0097.0 0004 519.77 030105 Y 0099.0 0005 405.10 030205 Y 0100.0 0006 519.77 030305 Y 0101.0 0007 568.99 020905 Y 0102.0 0008 330.97 021005 Y 0103.0 0009 304.56 123004 Y 0098.0 48,277.07 TOTAL THIS ESTIMATE 65,611.14 TOTAL PREVIOUS ESTIMATE 113,888.21 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 05/24/05 EST. NO.09 TIME 01:34 PM R.E. NAME: BINNS, CORY 11-080924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPEN. LANE CLO -174,800.00 07 CIDH ABUT 1 & 6 -1,056.00 08 CLEANNES VALUE -1,800.00 08 CLASS II -450.00 09 -450.00 -178,106.00 LABOR COMPLIANCE VIOLATION O/S PRS OCT -10,000.00 02 O/S PRS NOV -10,000.00 03 O/S PRS DEC -10,000.00 05 O/S PRS JAN -10,000.00 06 PRW RECD DEC 10,000.00 06 O/S PRS FEB -10,000.00 07 O/S PRS MARCH -10,000.00 08 O/S PRS APRIL -10,000.00 09 -10,000.00 -60,000.00 OVERBID ITEMS OVERBID ITEM NO. 254 -2,372.00 06 0.00 -2,372.00 TOTAL DEDUCTIONS -10,450.00 -240,478.00 PROGRAM CAS145 PAGE 1 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:34 PM ESTIMATE NO. 09 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 05/24/05 LOCATION PROGRESS ESTIMATE 11-SD-15-M24.0/M26.5 ----------------- FCI CONSTRUCTORS/ IN SAN DIEGO COUNTY IN SAN DIEGO BALFOUR BEATTY, A JV FROM 0.5 KM NORTH OF RANCHO DALE NELSON BERNARDO ROAD UNDERCROSSING TO 0.7 2585 BUSINESS PARK WAY KM SOUTH OF VIA RANCHO PARKWAY VISTA, CA 92081 OVERCROSSING FED. AID NO. ACIM-015 -4(196)24N CONSTRUCT MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 20,000.0000 20,000.00 0.250 5,000.00 02 TIME-RELATED OVERHEAD DAY 6,420.0000 4,494,000.00 21.000 134,820.00 129.000 828,180.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 40,650.00 829.000 12,435.00 04 TEMPORARY SUPPORT LS 30,000.0000 30,000.00 0.000 0.00 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 S) PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 135,000.0000 135,000.00 0.030 4,050.00 0.181 24,435.00 07 SWEEPER EA 144,000.0000 288,000.00 0.060 8,640.00 0.363 52,272.00 S) 08 TEMPORARY EROSION CONTROL (TYPE 1) HA 4,000.0000 100,000.00 3.060 12,240.00 S) 09 TEMPORARY EROSION CONTROL (TYPE 2) HA 9,000.0000 72,000.00 2.330 20,970.00 S) 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,200.0000 55,000.00 2.000 4,400.00 5.000 11,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 5,000.0000 65,000.00 10.000 50,000.00 12 TEMPORARY CHECK DAM (TYPE 1) M 100.0000 10,000.00 126.960 12,696.00 13 MOVE-IN/MOVE-OUT EA 1,000.0000 6,000.00 4.000 4,000.00 S) (TEMPORARY EROSION CONTROL) 14 TEMPORARY CHECK DAM (TYPE 2) M 80.0000 9,600.00 66.100 5,288.00 15 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 12,060.00 3.000 540.00 (TYPE 3A) 16 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 39,000.00 15.000 9,000.00 (TYPE 3B) 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 50,000.0000 50,000.00 0.030 1,500.00 0.181 9,050.00 S) 18 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.012 540.00 0.473 21,285.00 S) 19 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.030 16,500.00 0.181 99,550.00 S) 20 TYPE III BARRICADE EA 130.0000 390.00 0.000 0.00 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 4,155.00 7,792.000 3,896.00 S) 22 TEMPORARY PAVEMENT MARKER EA 3.0000 2,640.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:34 PM ESTIMATE NO. 09 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 05/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY DELINEATOR (CLASS 1) EA 45.0000 5,850.00 0.000 0.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 240,000.00 0.480 7,200.00 2.903 43,545.00 S) 25 TEMPORARY RAILING (TYPE K) M 22.0000 594,000.00 13,269.000 291,918.00 S) 26 TRAFFIC PLASTIC DRUMS EA 35.0000 8,050.00 27.000 945.00 S) 27 TEMPORARY CRASH CUSHION MODULE EA 180.0000 59,400.00 63.000 11,340.00 S) 28 TEMPORARY CRASH CUSHION (ADIEM) EA 7,000.0000 28,000.00 2.000 14,000.00 S) 29 ABANDON CULVERT EA 1,200.0000 28,800.00 0.000 0.00 30 ABANDON INLET EA 800.0000 4,000.00 0.000 0.00 31 ABANDON IRRIGATION CROSSOVER EA 250.0000 5,500.00 0.000 0.00 32 REMOVE CHAIN LINK FENCE M 15.0000 24,750.00 978.090 14,671.35 33 REMOVE METAL BEAM GUARD RAILING M 21.0000 13,440.00 98.920 2,077.32 34 REMOVE SINGLE THRIE BEAM BARRIER M 23.0000 50,600.00 1,889.150 43,450.45 35 REMOVE DOUBLE THRIE BEAM BARRIER M 25.0000 33,750.00 816.300 20,407.50 36 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 11.0000 23,760.00 0.000 0.00 S) 37 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 4.0000 106,400.00 5,969.460 23,877.84 S) MARKING 38 REMOVE ROADSIDE SIGN EA 250.0000 4,000.00 0.000 0.00 39 REMOVE SIGN STRUCTURE EA 3,000.0000 18,000.00 2.000 6,000.00 40 REMOVE CULVERT M 100.0000 22,000.00 1.830 183.00 14.730 1,473.00 41 REMOVE 300 MM ASBESTOS CEMENT PIPE EA 1,400.0000 7,000.00 0.000 0.00 WATERLINE 42 REMOVE INLET EA 1,000.0000 12,000.00 1.000 1,000.00 1.000 1,000.00 43 RESET ROADSIDE SIGN EA 400.0000 20,000.00 0.000 0.00 44 RELOCATE ROADSIDE SIGN EA 400.0000 4,000.00 0.000 0.00 45 RELOCATE SIGN STRUCTURE EA 7,000.0000 35,000.00 2.000 14,000.00 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 13,800.00 0.000 0.00 S) 47 REMOVE CONCRETE M3 55.0000 39,050.00 200.000 11,000.00 48 REMOVE CONCRETE BARRIER M 30.0000 7,200.00 0.000 0.00 49 CAP INLET EA 1,000.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:34 PM ESTIMATE NO. 09 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 05/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CAP RISER EA 1,000.0000 3,000.00 2.000 2,000.00 2.000 2,000.00 51 BRIDGE REMOVAL, LOCATION A LS 110,000.0000 110,000.00 0.000 0.00 52 BRIDGE REMOVAL, LOCATION B LS 600,000.0000 600,000.00 0.020 12,000.00 53 BRIDGE REMOVAL, LOCATION C LS 190,000.0000 190,000.00 0.000 0.00 54 BRIDGE REMOVAL, LOCATION D LS 390,000.0000 390,000.00 0.000 0.00 55 CLEARING AND GRUBBING LS 345,000.0000 345,000.00 0.060 20,700.00 0.970 334,650.00 56 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.058 5,800.00 0.181 18,100.00 57 ROADWAY EXCAVATION M3 8.0000 2,008,000.00 11,110.000 88,880.00 101,777.500 814,220.00 58 ROCK STAINING M2 5.0000 136,000.00 0.000 0.00 59 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 60 STRUCTURE EXCAVATION (BRIDGE) M3 66.0000 414,480.00 589.000 38,874.00 F) 61 STRUCTURE EXCAVATION (TYPE D) M3 280.0000 71,120.00 31.000 8,680.00 31.000 8,680.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.5000 19,865.00 600.000 8,700.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.2000 633,040.00 752.500 6,170.50 (R) 64 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 325,000.00 0.000 0.00 F) 65 STRUCTURE BACKFILL (RETAINING WALL) M3 42.0000 111,930.00 64.000 2,688.00 F) 66 STRUCTURE BACKFILL (RETAINING WAL) (R) M3 20.0000 474,000.00 0.000 0.00 67 PERVIOUS BACKFILL MATERIAL M3 85.0000 10,200.00 0.000 0.00 F) 68 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 18,620.00 0.000 0.00 F) WALL) 69 PREVIOUS BACKFILL MATERIAL M3 80.0000 232,000.00 0.000 0.00 (RETAINING WALL) (R) 70 HIGHWAY PLANTING LS 75,000.0000 75,000.00 0.000 0.00 S) 71 IMPORTED TOPSOIL M3 8.0000 32,320.00 105.770 846.16 1,234.430 9,875.44 S) 72 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 DUFF M2 3.0000 51,000.00 6,618.000 19,854.00 6,618.000 19,854.00 S) 75 SOIL STABILIZATION M2 10.0000 1,400.00 0.000 0.00 S) 76 BONDED FIBER MATRIX (EROSION CONTROL) KG 2.0000 16,860.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:34 PM ESTIMATE NO. 09 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 05/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FIBER (EROSION CONTROL) KG 1.0000 15,600.00 0.000 0.00 S) 78 FIBER ROLLS M 8.0000 160,000.00 1,193.000 9,544.00 11,559.400 92,475.20 S) 79 COMPOST (EROSION CONTROL) M3 210.0000 10,500.00 0.000 0.00 S) 80 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 5,000.00 0.000 0.00 S) 81 PURE LIVE SEED (EROSION CONTROL TYPE 1) KG 600.0000 4,800.00 0.000 0.00 S) 82 PURE LIVE SEED (EROSION CONTROL TYPE 2) KG 100.0000 5,300.00 0.000 0.00 S) 83 PURE LIVE SEED (EROSION CONTROL TYPE 3) KG 75.0000 25,500.00 0.000 0.00 S) 84 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 310.00 0.000 0.00 S) 85 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 3,600.00 0.000 0.00 S) 86 PLANT (GROUP W) EA 2.5000 8,000.00 0.000 0.00 S) 87 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 S) 88 IRRIGATION SYSTEM LS 220,000.0000 220,000.00 0.054 11,880.00 S) 89 NPS 4 SUPPLY LINE (BRIDGE) M 160.0000 104,000.00 0.000 0.00 90 WATER METER EA 18,500.0000 18,500.00 0.000 0.00 S) 91 75 MM IRRIGATION CONDUIT M 800.0000 3,200.00 0.000 0.00 S) 92 200 MM CORRUGATED HIGH DENSITY M 150.0000 16,500.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 93 200 MM WELDED STEEL PIPE CONDUIT M 400.0000 20,400.00 0.000 0.00 S) (6.35 MM THICK) 94 CLASS 2 AGGREGATE BASE M3 34.0000 1,883,600.00 1,582.000 53,788.00 1,582.000 53,788.00 95 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 800.0000 10,000.00 0.000 0.00 96 ASPHALT CONCRETE (TYPE A) TONN 60.0000 1,260,000.00 4,170.300 250,218.00 97 ASPHALT CONCRETE BASE (TYPE A) TONN 60.0000 2,448,000.00 0.000 0.00 98 PLACE ASPHALT CONCRETE DIKE M 4.0000 29,720.00 0.000 0.00 99 ASPHALTIC EMULSION (PAINT BINDER) TONN 400.0000 8,600.00 0.000 0.00 00 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 01 SEAL PAVEMENT JOINT M 4.0000 352,400.00 0.000 0.00 02 SEAL LONGITUDINAL ISOLATION JOINT M 14.0000 154,000.00 618.000 8,652.00 2,061.000 28,854.00 03 FURNISH STEEL PILING (HP 250 X 62) M 75.0000 285,975.00 2,847.120 213,534.00 PROGRAM CAS145 PAGE 5 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:34 PM ESTIMATE NO. 09 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 05/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 DRIVE STEEL PILE (HP 250 X 62) EA 650.0000 195,650.00 239.000 155,350.00 S) 05 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 1,162,800.00 0.000 0.00 S) PILING 06 1.4 M CAST-IN-DRILLED-HOLE CONCRETE M 1,400.0000 873,600.00 160.500 224,700.00 S) PILING 07 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 999,000.00 0.000 0.00 S) PILING 08 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 426,000.00 73.620 147,240.00 S) PILING (ROCK SOCKET) 09 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 2,451,900.00 0.000 0.00 S) PILING (ROCK SOCKET) 10 1.4 M PERMANENT STEEL CASING M 2,000.0000 898,000.00 0.000 0.00 S) 11 INSTALL 1.4 M PERMANENT STEEL CASING M 650.0000 113,750.00 160.500 104,325.00 S) 12 2.6 M PERMANENT STEEL CASING M 5,000.0000 2,255,000.00 58.900 294,500.00 58.900 294,500.00 S) 13 INSTALL 2.6 M PERMANENT STEEL CASING M 2,300.0000 239,200.00 23.000 52,900.00 S) 14 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1100,000.0000 1,100,000.00 0.000 0.00 S) 15 TIEDOWN ANCHOR EA 3,500.0000 56,000.00 0.000 0.00 S) 16 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 299,250.00 0.000 0.00 F) 17 STRUCTURAL CONCRETE, BRIDGE M3 528.0000 11,869,440.00 165.000 87,120.00 F) 18 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 350,000.00 284.000 113,600.00 F) 19 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 465,500.00 0.000 0.00 F) (TYPE N) 20 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,200.0000 14,400.00 3.600 4,320.00 21 CLASS 3 CONCRETE (BACKFILL) M3 200.0000 22,600.00 0.000 0.00 F) 22 CLASS 1 CONCRETE (RETAINING WALL) M3 400.0000 3,456,000.00 209.415 83,766.00 23 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 407,000.00 38.130 41,943.00 77.450 85,195.00 24 ARCHITECTURAL SURFACE (BARRIER) M2 30.0000 15,090.00 0.000 0.00 F) 25 SWIRLED PLASTER TESTURE M2 55.0000 82,720.00 61.880 3,403.40 F) 26 SWIRLED PLASTER TEXTURE (R) M2 44.0000 197,560.00 0.000 0.00 27 TILE TEXTURE PATTERN BULL-NOSE M2 7.0000 17,500.00 0.000 0.00 28 ARCHITECTURAL SURFACE M2 13.0000 12,870.00 0.000 0.00 (BARRIER) (R) 29 DRILL AND BOND DOWEL M 100.0000 4,500.00 0.000 0.00 30 JOINT SEAL ASSEMBLY (MR 70 MM) M 400.0000 9,200.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:34 PM ESTIMATE NO. 09 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 05/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 17,600.00 0.000 0.00 S) 32 JOINT SEAL ASSEMBLY (MR 100 MM) M 400.0000 58,000.00 0.000 0.00 S) 33 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,200.0000 174,000.00 0.000 0.00 S) 34 JOINT SEAL (MR 50 MM) M 400.0000 9,200.00 0.000 0.00 S) 35 BAR REINFORCING STEEL (BRIDGE) KG 1.9000 8,979,400.00 96,338.000 183,042.20 SF) 36 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 204,250.00 74,014.000 185,035.00 SF) 37 BAR REINFORCING STEEL (RETAINING WALL) KG 3.1000 1,346,640.00 17,483.200 54,197.92 S) (R) 38 HEADED BAR REINFORCEMENT EA 20.0000 89,960.00 0.000 0.00 SF) 39 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 50,400.00 0.000 0.00 S) WITH WALKWAY) 40 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 18,900.00 0.000 0.00 S) WITH WALKWAY) 41 FURNISH SIGN STRUCTURE (TUBULAR) KG 7.0000 193,200.00 0.000 0.00 S) 42 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 27,600.00 0.000 0.00 S) 43 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 67,200.00 0.000 0.00 S) 44 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 9,600.00 0.000 0.00 S) 45 920 MM CAST-IN-DRILLED-HOLE M 2,000.0000 54,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 46 1070 MM CAST-IN-DRILLED-HOLE M 2,300.0000 124,200.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 47 1220 MM CAST-IN-DRILLED-HOLE M 2,500.0000 27,500.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 48 ROADSIDE SIGN - ONE POST EA 550.0000 15,400.00 0.000 0.00 49 ROADSIDE SIGN - TWO POST EA 1,250.0000 12,500.00 0.000 0.00 50 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 2,500.00 0.000 0.00 METHOD) 51 PREPARE AND PAINT CONCRETE M2 20.0000 26,600.00 0.000 0.00 52 ALTERNATIVE PIPE INLET EA 5,200.0000 5,200.00 0.000 0.00 53 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 157,500.00 4.700 1,175.00 54 600 MM REINFORCED CONCRETE PIPE M 180.0000 716,400.00 834.790 150,262.20 55 750 MM REINFORCED CONCRETE PIPE M 300.0000 48,000.00 0.000 0.00 56 900 MM REINFORCED CONCRETE PIPE M 250.0000 95,000.00 0.000 0.00 57 1200 MM REINFORCED CONCRETE PIPE M 715.0000 19,305.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:34 PM ESTIMATE NO. 09 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 05/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 900 MM BITUMINOUS LINED AND COATED M 565.0000 11,300.00 0.000 0.00 CORRUGATED STEEL PIPE (4.27 MM THICK) 59 100 MM PLASTIC PIPE UNDERDRAIN (MOD) M 19.0000 15,200.00 0.000 0.00 60 450 MM ALTERNATIVE PIPE DOWNDRAIN M 195.0000 48,750.00 157.790 30,769.05 174.890 34,103.55 61 600 MM ALTERNATIVE PIPE DOWNDRAIN M 390.0000 42,900.00 21.790 8,498.10 62 25 MM COMBINATION AIR AND VACUUM VALVE EA 1,700.0000 5,100.00 0.000 0.00 63 300 MM DUCTILE IRON PIPE CLASS 250 WITH M 330.0000 42,900.00 0.000 0.00 RESTRAINED JOINT 64 300 MM FLEXIBLE EXPANSION JOINT WITH EA 3,200.0000 19,200.00 0.000 0.00 MECHANICAL JOINT ENDS 65 GRATED LINE DRAIN M 256.0000 81,920.00 0.000 0.00 66 900 MM BITUMINOUS LINED AND COATED M 1,000.0000 8,000.00 0.000 0.00 CORRUGATED STEEL PIPE RISER (4.27 MM THICK) 67 300 MM WELDED STEEL PIPE M 590.0000 212,400.00 0.000 0.00 (9.53 MM THICK) 68 900 MM REINFORCED CONCRETE PIPE FLARED EA 1,250.0000 1,250.00 0.000 0.00 END SECTION 69 300 MM GATE VALVE EA 2,000.0000 16,000.00 0.000 0.00 70 450 MM ALTERNATIVE PIPE RISER M 950.0000 5,700.00 0.000 0.00 71 600 MM ALTERNATIVE PIPE RISER M 1,600.0000 19,200.00 0.000 0.00 72 900 MM ALTERNATIVE PIPE RISER M 1,780.0000 12,460.00 1.770 3,150.60 3.170 5,642.60 73 MINOR CONCRETE (PIPE ENCASEMENT) M3 120.0000 36,000.00 0.000 0.00 74 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 145.0000 3,625.00 159.400 23,113.00 75 ROCK SLOPE PROTECTION M3 85.0000 51,850.00 0.000 0.00 (BACKING NO. 2, METHOD B) 76 ROCK SLOPE PROTECTION (1T, METHOD B) M3 85.0000 90,950.00 337.600 28,696.00 77 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 85.0000 78,200.00 0.000 0.00 78 CONCRETE (CONCRETE APRON) M3 600.0000 8,400.00 1.000 600.00 79 SLOPE PAVING (EXPOSED AGGREGATE) M2 250.0000 270,000.00 0.000 0.00 F) 80 MINOR CONCRETE (DITCH LINING) M3 500.0000 70,000.00 43.800 21,900.00 81 ROCK SLOPE PROTECTION FABRIC M2 4.0000 8,600.00 235.800 943.20 82 MINOR CONCRETE (CURB AND SIDEWALK) M3 550.0000 110,000.00 0.000 0.00 83 MINOR CONCRETE (TEXTURED PAVING) M2 70.0000 72,800.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:34 PM ESTIMATE NO. 09 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 05/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 MISCELLANEOUS IRON AND STEEL KG 3.0000 49,800.00 150.000 450.00 S) 85 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 265,000.00 0.000 0.00 S) 86 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 96,000.00 0.000 0.00 SF) 87 DELINEATOR (CLASS 1) EA 40.0000 12,000.00 0.000 0.00 88 MILEPOST MARKER EA 60.0000 360.00 0.000 0.00 89 GUARD RAILING DELINEATOR EA 20.0000 1,080.00 0.000 0.00 90 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 59,500.00 0.000 0.00 S) 91 CHAIN LINK RAILING (TYPE 7) M 180.0000 59,220.00 0.000 0.00 F) 92 TUBULAR HANDRAILING M 150.0000 66,000.00 0.000 0.00 S) 93 TUBULAR PIPE HAND RAILING M 660.0000 117,480.00 0.000 0.00 F) 94 PERFORATED STEEL SCREEN (PILASTER) EA 3,400.0000 27,200.00 0.000 0.00 S) 95 PERFORATED STEEL SCREEN (SCONCE) EA 3,400.0000 40,800.00 0.000 0.00 S) 96 CONCRETE BARRIER (TYPE 26 MODIFIED) M 370.0000 78,440.00 0.000 0.00 F) 97 CONCRETE BARRIER (TYPE 27B) M 285.0000 210,900.00 0.000 0.00 98 CONCRETE BARRIER (TYPE A) M 170.0000 486,200.00 0.000 0.00 99 CABLE RAILING M 250.0000 1,000.00 0.000 0.00 F) 00 TERMINAL SECTION (TYPE B) EA 250.0000 1,000.00 0.000 0.00 S) 01 END SECTION EA 250.0000 1,000.00 0.000 0.00 S) 02 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 27,500.00 0.000 0.00 S) 03 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 6,400.00 0.000 0.00 S) 04 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 200,000.00 0.000 0.00 S) 05 CRASH CUSHION (QUADGUARD) EA 50,000.0000 50,000.00 0.000 0.00 S) 06 CONCRETE BARRIER (TYPE 60) M 150.0000 25,500.00 0.000 0.00 07 CONCRETE BARRIER (TYPE 60A) M 150.0000 34,800.00 0.000 0.00 F) 08 CONCRETE BARRIER (TYPE 60C) M 232.0000 211,120.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60SC) M 200.0000 13,400.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 80) M 220.0000 160,380.00 0.000 0.00 F) PROGRAM CAS145 PAGE 9 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:34 PM ESTIMATE NO. 09 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 05/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 CONCRETE BARRIER (TYPE 80) (R) M 230.0000 87,400.00 0.000 0.00 12 CONCRETE BARRIER (TYPE 60 A) (R) M 150.0000 198,000.00 0.000 0.00 13 CONCRETE BARRIER (TYPE KA26) (R) M 170.0000 44,200.00 0.000 0.00 14 CONCRETE BARRIER (TYPE 732 MODIFIED) M 160.0000 486,400.00 0.000 0.00 (R) 15 CONCRETE BARRIER (TYPE 736 MODIFIED) M 175.0000 57,750.00 0.000 0.00 (R) 16 CONCRETE BARRIER (TYPE 732) M 160.0000 73,760.00 0.000 0.00 F) 17 CONCRETE BARRIER (TYPE KA26) M 160.0000 21,600.00 0.000 0.00 F) 18 CONCRETE BARRIER (TYPE 732 MODIFIED) M 160.0000 47,200.00 0.000 0.00 F) 19 CONCRETE BARRIER (TYPE 732 A MODIFIED) M 230.0000 5,060.00 0.000 0.00 F) 20 CONCRETE BARRIER (TYPE 736 MODIFIED) M 170.0000 22,950.00 0.000 0.00 F) 21 CONCRETE BARRIER (TYPE 736 R MODIFIED) M 175.0000 23,625.00 0.000 0.00 F) 22 THERMOPLASTIC PAVEMENT MARKING M2 29.0000 28,130.00 0.000 0.00 S) 23 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 200.00 0.000 0.00 S) 24 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 19,500.00 0.000 0.00 S) 25 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,040.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 26 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,290.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 27 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 69,480.00 38,014.900 15,205.96 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 42,100.00 7,319.000 7,319.00 S) 29 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 66,600.00 2,877.000 8,631.00 S) 30 SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 0.000 0.00 S) 31 SIGNAL AND LIGHTING (LOCATION 2) LS 82,000.0000 82,000.00 0.000 0.00 S) 32 LIGHTING (CITY STREET) LS 125,000.0000 125,000.00 0.000 0.00 S) 33 LIGHTING (BIKE BATH) LS 87,000.0000 87,000.00 0.000 0.00 S) 34 LIGHTING AND SIGN ILLUMINATION LS 360,000.0000 360,000.00 0.040 14,400.00 0.040 14,400.00 S) 35 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 10,000.0000 10,000.00 0.000 0.00 S) 36 LIGHTING CONDUIT (BRIDGE) M 40.0000 25,120.00 0.000 0.00 SF) 37 COMMUNICATION CONDUIT (BRIDGE) M 40.0000 39,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 10 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:34 PM ESTIMATE NO. 09 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 05/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 COMMUNICATION CONDUIT (BRIDGE) (R) M 40.0000 6,800.00 0.000 0.00 S) 39 SPRINKLER CONTROL CONDUIT (BRIDGE) M 40.0000 30,600.00 0.000 0.00 SF) 40 SPRINKLER CONTROL CONDUIT (BRIDGE)(R) M 40.0000 14,400.00 0.000 0.00 S) 41 TRAFFIC MONITORING STATION (LOCATION 1) LS 35,000.0000 35,000.00 0.040 1,400.00 0.040 1,400.00 S) 42 TRAFFIC MONITORING STATION (LOCATION 2) LS 27,000.0000 27,000.00 0.100 2,700.00 0.100 2,700.00 S) 43 TRAFFIC MONITORING STATION (LOCATION 3) LS 27,000.0000 27,000.00 0.000 0.00 S) 44 TRAFFIC MONITORING STATION (LOCATION 4) LS 27,000.0000 27,000.00 0.000 0.00 S) 45 FIBER OPTIC COMMUNICATION SYSTEM LS 850,000.0000 850,000.00 0.000 0.00 S) 46 RAMP METERING SYSTEM (LOCATION 1) LS 107,000.0000 107,000.00 0.000 0.00 S) 47 RAMP METERING SYSTEM (LOCATION 2) LS 87,000.0000 87,000.00 0.000 0.00 S) 48 CONNECTIONS TO WATER MAINS LS 48,000.0000 48,000.00 0.000 0.00 S) 49 150 MM FIRE HYDRANT ASSEMBLY EA 9,000.0000 27,000.00 0.000 0.00 S) 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 51 CONCRETE PAVEMENT M3 185.0000 3,034,000.00 0.000 0.00 S) (DOWELED TRANSVERSE JOINTS) 52 CONCRETE PAVEMENT M3 140.0000 2,226,000.00 0.000 0.00 (UNDOWELED TRANSVERSE JOINTS) 53 500 MM WELDED STEEL PIPE CASING M 450.0000 10,800.00 0.000 0.00 (9.53 MM THICK) PROGRAM CAS145 PAGE 11 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:34 PM ESTIMATE NO. 09 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 05/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 786,439.81 5,722,587.73 ADJUSTMENT OF COMPENSATION 0.00 -37,892.00 EXTRA WORK 48,277.07 151,780.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 834,716.88 5,836,475.94 54 MOBILIZATION LS 8200,000.0000 8,200,000.00 0.500 4,100,000.00 ORIGINAL CONTRACT AMOUNT 81,952,560.00 TOTAL WORK COMPLETED 834,716.88 9,936,475.94 MATERIALS ON HAND ON SITE 1,129,483.56 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,450.00 -240,478.00 TOTAL 824,266.88 10,825,481.50 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 254 MOBILIZATION 8,195,256.00 8,200,000.00 4,744.00 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 09/22/04 950 10/07/04 10/07/04 09/06/07 127 29 0 0 12% 13% PROGRESS IS SATISFACTORY BINNS, CORY RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 05/24/05