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 10/24/06 EST. NO.28 TIME 02:21 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 0469 2,290.43 E.W. @ F.A.(+) 090605 N 0950 0 0497 145.29 101405 Y 0991.0 0498 176.09 100705 Y 0992.0 002 0004 13,568.21 A.C. @ U.P.(+) 101206 N 0004 0 004 0041 4,810.83 E.W. @ F.A.(+) 051906 N 0890 0 0042 200.87 091306 N 1039.0 0043 94.73 091406 N 1040.0 0044 1,536.28 092006 N 1041.0 007 0006 3,124.00 E.W. @ F.A.(+) 102505 N 1044.0 022 0024 763.77 E.W. @ F.A.(+) 062106 Y 0927.0 0026 617.04 062606 Y 0933.0 049 0055 88.50 E.W. @ F.A.(+) 062706 Y 0965.0 0056 44.24 062806 Y 0966.0 0057 44.24 062906 Y 0967.0 0058 44.24 071006 Y 0970.0 0059 44.24 071106 Y 0971.0 0060 44.24 071206 Y 0972.0 0061 88.50 071306 Y 0973.0 0062 44.24 071406 Y 0974.0 0063 44.24 071706 Y 0975.0 0064 44.24 071806 Y 0976.0 0065 44.24 071906 Y 0977.0 0066 44.24 072006 Y 0978.0 0067 44.24 063006 Y 0968.0 0068 44.24 070706 Y 0969.0 0069 44.24 072406 Y 0979.0 0070 44.24 072506 Y 0980.0 0071 44.24 072906 Y 0981.0 0076 44.24 041806 Y 0951.0 0077 44.24 042106 Y 0952.0 0078 44.24 042506 Y 0953.0 0079 44.24 042606 Y 0954.0 0080 44.24 042706 Y 0955.0 0081 44.24 050106 Y 0956.0 0082 44.24 050206 Y 0957.0 0083 44.24 050406 Y 0958.0 0084 44.24 051006 Y 0959.0 0085 44.24 051106 Y 0960.0 0086 44.24 061206 Y 0961.0 0087 44.24 061406 Y 0962.0 0088 44.24 062206 Y 0963.0 0089 44.24 062606 Y 0964.0 0091 631.00 051206 Y 1043.0 058 0016 12,595.86 E.W. @ F.A.(+) 020706 Y 0787.0 0025 642.60 020806 N 0939 0 42,656.96 TOTAL THIS ESTIMATE 3,904,177.08 TOTAL PREVIOUS ESTIMATE 3,946,834.04 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 10/24/06 EST. NO.28 TIME 02:21 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 OUT-OF-SPEC PCC -1,623.80 12 OUT-OF-SPEC CIDH -1,200.00 12 LAKE HODGES STAGE 1 -5,006.00 15 OUT-OF-SPEC CONC -53.64 15 LK HDGS PILE 4 LIFT -9,490.00 16 7 HRS RESTAK RAMPS -2,450.00 16 LATE OPEN. LANE CLO 174,800.00 17 GREEN VALLEY PILE -823.00 18 LATE REOPN. OF CLOS. -15,200.00 18 RESTAKE GREEN VALLEY -1,800.00 18 NOPC 6 SETTLEMENT -80,000.00 19 PIER 3 RT GV BRIDGE -400.00 19 RE-STAKING -3,150.00 19 CLEANNESS VALUE -1,308.96 20 CL II OUT-OF-SPEC -2,400.00 21 PIER 3 CIDH PILE -1,048.82 21 SURVEY RESTAKING -3,400.00 21 SURVEY RESTAKING -700.00 24 AC REL. COMPACTION -9,178.29 26 ARB REL COMPACTION -347.22 26 RESTAKING HV, DS 25A -3,060.00 28 -3,060.00 -145,945.73 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 12 DOCS RECD 10,000.00 15 O/S DOCS -10,000.00 25 DOCS RECEIVED 10,000.00 26 0.00 0.00 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 O/S PRS MAY -10,000.00 10 PRS RECD OCT 10,000.00 10 PRS RECD NOV 10,000.00 10 PRS RECD JAN 10,000.00 10 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 10/24/06 EST. NO.28 TIME 02:21 PM R.E. NAME: BINNS, CORY 11-080924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS JUNE -10,000.00 11 PRS RECD FEB 10,000.00 11 O/S PRS JULY -10,000.00 12 O/S PRS AUG -10,000.00 13 O/S PRS SEPT -10,000.00 14 PRS RECD APRIL 10,000.00 14 PRS RECD MARCH 10,000.00 14 PRS RECD MAY 10,000.00 14 PRS RECD AUG 10,000.00 14 O/S PRS OCT -10,000.00 15 O/S PRS NOV -10,000.00 16 PRS RECD JULY 05 10,000.00 16 O/S PRS DEC -10,000.00 17 O/S PRS JAN -10,000.00 18 PRS RECD DEC 10,000.00 19 PRS RECD OCT 10,000.00 19 PRS RECD JUNE 10,000.00 19 PRS RECD SEPT 10,000.00 19 O/S PRS MARCH 06 -10,000.00 20 PRS RECD NOV 05 10,000.00 20 O/S PRS APRIL -10,000.00 21 O/S PRS MAY 06 -10,000.00 22 PRS RECD AUG 05 10,000.00 22 PRS RECD MARCH 06 10,000.00 22 O/S PRS JUNE 06 -10,000.00 24 PRS RECD JAN 10,000.00 24 O/S PRS JULY 06 -10,000.00 25 PRS AUG 05 ADJUST. -10,000.00 25 PRS RECD APRIL 06 10,000.00 25 O/S PRS AUG -10,000.00 26 O/S PRS SEPT -10,000.00 28 -10,000.00 -50,000.00 OVERBID ITEMS OVERBID ITEM NO. 254 -2,372.00 06 OVERBID ITEM NO. 254 -1,186.00 10 OVERBID ITEM NO. 254 -948.80 17 0.00 -4,506.80 TOTAL DEDUCTIONS -13,060.00 -200,452.53 PROGRAM CAS145 PAGE 1 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:21 PM ESTIMATE NO. 28 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 10/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 10/24/06 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 0.500 10,000.00 02 TIME-RELATED OVERHEAD DAY 6,420.0000 4,494,000.00 21.000 134,820.00 478.000 3,068,760.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 40,650.00 981.000 14,715.00 04 TEMPORARY SUPPORT LS 30,000.0000 30,000.00 0.900 27,000.00 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 0.028 3,780.00 0.677 91,395.00 07 SWEEPER EA 144,000.0000 288,000.00 0.058 8,352.00 1.069 153,936.00 S) 08 TEMPORARY EROSION CONTROL (TYPE 1) HA 4,000.0000 100,000.00 4.037 16,148.00 S) 09 TEMPORARY EROSION CONTROL (TYPE 2) HA 9,000.0000 72,000.00 2.794 25,146.00 S) 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,200.0000 55,000.00 12.000 26,400.00 11 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 5,000.0000 65,000.00 1.000 5,000.00 11.000 55,000.00 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 5.000 5,000.00 S) (TEMPORARY EROSION CONTROL) 14 TEMPORARY CHECK DAM (TYPE 2) M 80.0000 9,600.00 27.000 2,160.00 93.100 7,448.00 15 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 12,060.00 14.000 2,520.00 36.000 6,480.00 (TYPE 3A) 16 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 39,000.00 2.000 1,200.00 17.000 10,200.00 (TYPE 3B) 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 50,000.0000 50,000.00 0.649 32,450.00 S) 18 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.012 540.00 0.671 30,195.00 S) 19 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.028 15,400.00 0.677 372,350.00 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 10,810.000 5,405.00 S) 22 TEMPORARY PAVEMENT MARKER EA 3.0000 2,640.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:21 PM ESTIMATE NO. 28 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 10/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.457 6,855.00 10.834 162,510.00 S) 25 TEMPORARY RAILING (TYPE K) M 22.0000 594,000.00 23,314.800 512,925.60 S) 26 TRAFFIC PLASTIC DRUMS EA 35.0000 8,050.00 157.000 5,495.00 S) 27 TEMPORARY CRASH CUSHION MODULE EA 180.0000 59,400.00 177.000 31,860.00 S) 28 TEMPORARY CRASH CUSHION (ADIEM) EA 7,000.0000 28,000.00 4.000 28,000.00 S) 29 ABANDON CULVERT EA 1,200.0000 28,800.00 10.000 12,000.00 30 ABANDON INLET EA 800.0000 4,000.00 2.000 1,600.00 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 1,243.090 18,646.35 33 REMOVE METAL BEAM GUARD RAILING M 21.0000 13,440.00 479.910 10,078.11 34 REMOVE SINGLE THRIE BEAM BARRIER M 23.0000 50,600.00 2,035.450 46,815.35 35 REMOVE DOUBLE THRIE BEAM BARRIER M 25.0000 33,750.00 1,700.390 42,509.75 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 4,563.830 18,255.32 S) MARKING 38 REMOVE ROADSIDE SIGN EA 250.0000 4,000.00 1.000 250.00 39 REMOVE SIGN STRUCTURE EA 3,000.0000 18,000.00 8.000 24,000.00 40 REMOVE CULVERT M 100.0000 22,000.00 63.660 6,366.00 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 2.000 2,000.00 43 RESET ROADSIDE SIGN EA 400.0000 20,000.00 4.000 1,600.00 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 2.000 2,000.00 PROGRAM CAS145 PAGE 3 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:21 PM ESTIMATE NO. 28 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 10/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 3,000.00 51 BRIDGE REMOVAL, LOCATION A LS 110,000.0000 110,000.00 1.000 110,000.00 52 BRIDGE REMOVAL, LOCATION B LS 600,000.0000 600,000.00 0.500 300,000.00 53 BRIDGE REMOVAL, LOCATION C LS 190,000.0000 190,000.00 0.500 95,000.00 54 BRIDGE REMOVAL, LOCATION D LS 390,000.0000 390,000.00 0.050 19,500.00 55 CLEARING AND GRUBBING LS 345,000.0000 345,000.00 0.010 3,450.00 1.000 345,000.00 56 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.028 2,800.00 0.677 67,700.00 57 ROADWAY EXCAVATION M3 8.0000 2,008,000.00 3,602.720 28,821.76 229,263.545 1,834,108.36 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 4,307.000 284,262.00 F) 61 STRUCTURE EXCAVATION (TYPE D) M3 280.0000 71,120.00 54.000 15,120.00 85.000 23,800.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.5000 19,865.00 1,370.000 19,865.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.2000 633,040.00 24,220.260 198,606.13 (R) 64 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 325,000.00 484.000 48,400.00 930.000 93,000.00 F) 65 STRUCTURE BACKFILL (RETAINING WALL) M3 42.0000 111,930.00 1,350.000 56,700.00 F) 66 STRUCTURE BACKFILL (RETAINING WAL) (R) M3 20.0000 474,000.00 820.570 16,411.40 7,413.660 148,273.20 67 PERVIOUS BACKFILL MATERIAL M3 85.0000 10,200.00 84.000 7,140.00 84.000 7,140.00 F) 68 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 18,620.00 210.000 14,700.00 F) WALL) 69 PREVIOUS BACKFILL MATERIAL M3 80.0000 232,000.00 105.000 8,400.00 408.300 32,664.00 (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 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 15,710.300 47,130.90 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 6,277.980 12,555.96 S) PROGRAM CAS145 PAGE 4 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:21 PM ESTIMATE NO. 28 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 10/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,245.180 4,245.18 S) 78 FIBER ROLLS M 8.0000 160,000.00 2,674.600 21,396.80 24,342.240 194,737.92 S) 79 COMPOST (EROSION CONTROL) M3 210.0000 10,500.00 13.352 2,803.92 S) 80 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 5,000.00 4.000 4,000.00 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 41.566 4,156.60 S) 83 PURE LIVE SEED (EROSION CONTROL TYPE 3) KG 75.0000 25,500.00 79.930 5,994.75 S) 84 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 310.00 111.523 111.52 S) 85 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 3,600.00 427.340 854.68 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 29.000 4,350.00 S) POLYETHYLENE PIPE CONDUIT 93 200 MM WELDED STEEL PIPE CONDUIT M 400.0000 20,400.00 16.000 6,400.00 S) (6.35 MM THICK) 94 CLASS 2 AGGREGATE BASE M3 34.0000 1,883,600.00 2,495.565 84,849.21 27,386.783 931,150.62 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 15,393.180 923,590.80 97 ASPHALT CONCRETE BASE (TYPE A) TONN 60.0000 2,448,000.00 4,821.670 289,300.20 22,596.890 1,355,813.40 98 PLACE ASPHALT CONCRETE DIKE M 4.0000 29,720.00 5,180.500 20,722.00 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 15,636.909 62,547.64 02 SEAL LONGITUDINAL ISOLATION JOINT M 14.0000 154,000.00 5,773.000 80,822.00 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 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:21 PM ESTIMATE NO. 28 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 10/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,162,800.00 270.800 324,960.00 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 87.000 156,600.00 277.150 498,870.00 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 2,451,900.00 103.500 341,550.00 406.470 1,341,351.00 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 39.530 197,650.00 198.380 991,900.00 S) 13 INSTALL 2.6 M PERMANENT STEEL CASING M 2,300.0000 239,200.00 -0.170 -391.00 85.570 196,811.00 S) 14 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1100,000.0000 1,100,000.00 0.335 368,500.00 S) 15 TIEDOWN ANCHOR EA 3,500.0000 56,000.00 12.000 42,000.00 S) 16 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 299,250.00 606.000 212,100.00 F) 17 STRUCTURAL CONCRETE, BRIDGE M3 528.0000 11,869,440.00 723.000 381,744.00 8,052.470 4,251,704.16 F) 18 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 350,000.00 670.000 268,000.00 F) 19 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 465,500.00 132.000 66,000.00 278.000 139,000.00 F) (TYPE N) 20 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,200.0000 14,400.00 5.980 7,176.00 21 CLASS 3 CONCRETE (BACKFILL) M3 200.0000 22,600.00 65.000 13,000.00 F) 22 CLASS 1 CONCRETE (RETAINING WALL) M3 400.0000 3,456,000.00 711.420 284,568.00 3,301.114 1,320,445.60 23 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 407,000.00 4.500 4,950.00 268.955 295,850.50 24 ARCHITECTURAL SURFACE (BARRIER) M2 30.0000 15,090.00 0.000 0.00 F) 25 SWIRLED PLASTER TESTURE M2 55.0000 82,720.00 909.740 50,035.70 F) 26 SWIRLED PLASTER TEXTURE (R) M2 44.0000 197,560.00 521.080 22,927.52 1,852.040 81,489.76 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 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:21 PM ESTIMATE NO. 28 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 10/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 38.405 46,086.00 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 8,979,400.00 190,443.000 361,841.70 1,733,268.000 3,293,209.20 SF) 36 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 204,250.00 76,500.000 191,250.00 SF) 37 BAR REINFORCING STEEL (RETAINING WALL) KG 3.1000 1,346,640.00 44,862.000 139,072.20 234,683.200 727,517.92 S) (R) 38 HEADED BAR REINFORCEMENT EA 20.0000 89,960.00 3,574.000 71,480.00 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 40.000 92,000.00 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 157,500.00 470.280 117,570.00 54 600 MM REINFORCED CONCRETE PIPE M 180.0000 716,400.00 40.800 7,344.00 2,603.760 468,676.80 55 750 MM REINFORCED CONCRETE PIPE M 300.0000 48,000.00 125.500 37,650.00 56 900 MM REINFORCED CONCRETE PIPE M 250.0000 95,000.00 118.600 29,650.00 57 1200 MM REINFORCED CONCRETE PIPE M 715.0000 19,305.00 117.800 84,227.00 166.800 119,262.00 PROGRAM CAS145 PAGE 7 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:21 PM ESTIMATE NO. 28 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 10/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,200.00 756.000 14,364.00 756.000 14,364.00 60 450 MM ALTERNATIVE PIPE DOWNDRAIN M 195.0000 48,750.00 95.300 18,583.50 415.440 81,010.80 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 12.000 3,960.00 RESTRAINED JOINT 64 300 MM FLEXIBLE EXPANSION JOINT WITH EA 3,200.0000 19,200.00 4.000 12,800.00 6.000 19,200.00 MECHANICAL JOINT ENDS 65 GRATED LINE DRAIN M 256.0000 81,920.00 22.000 5,632.00 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 212,400.00 118.000 69,620.00 (9.53 MM THICK) 68 900 MM REINFORCED CONCRETE PIPE FLARED EA 1,250.0000 1,250.00 1.000 1,250.00 1.000 1,250.00 END SECTION 69 300 MM GATE VALVE EA 2,000.0000 16,000.00 2.000 4,000.00 70 450 MM ALTERNATIVE PIPE RISER M 950.0000 5,700.00 17.900 17,005.00 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 4.870 8,668.60 73 MINOR CONCRETE (PIPE ENCASEMENT) M3 120.0000 36,000.00 60.700 7,284.00 292.460 35,095.20 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 4.920 418.20 4.920 418.20 (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 11.400 969.00 11.400 969.00 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 70,000.00 115.200 57,600.00 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 45.160 24,838.00 83 MINOR CONCRETE (TEXTURED PAVING) M2 70.0000 72,800.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:21 PM ESTIMATE NO. 28 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 10/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,754.000 26,262.00 S) 85 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 265,000.00 2,869.000 28,690.00 5,106.000 51,060.00 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 65.000 1,300.00 90 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 59,500.00 1,307.080 111,101.80 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 210,900.00 740.000 210,900.00 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 2.000 5,000.00 S) 03 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 6,400.00 5.000 4,000.00 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 211,120.00 208.000 48,256.00 09 CONCRETE BARRIER (TYPE 60SC) M 200.0000 13,400.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 80) M 220.0000 160,380.00 384.000 84,480.00 F) PROGRAM CAS145 PAGE 9 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:21 PM ESTIMATE NO. 28 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 10/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 87,400.00 214.000 49,220.00 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 96,852.900 38,741.16 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 42,100.00 15,771.000 15,771.00 S) 29 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 66,600.00 6,247.000 18,741.00 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 0.034 2,788.00 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 0.554 199,440.00 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 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:21 PM ESTIMATE NO. 28 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 10/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.410 14,350.00 S) 42 TRAFFIC MONITORING STATION (LOCATION 2) LS 27,000.0000 27,000.00 0.456 12,312.00 S) 43 TRAFFIC MONITORING STATION (LOCATION 3) LS 27,000.0000 27,000.00 0.655 17,685.00 S) 44 TRAFFIC MONITORING STATION (LOCATION 4) LS 27,000.0000 27,000.00 0.145 3,915.00 S) 45 FIBER OPTIC COMMUNICATION SYSTEM LS 850,000.0000 850,000.00 0.482 409,700.00 S) 46 RAMP METERING SYSTEM (LOCATION 1) LS 107,000.0000 107,000.00 0.135 14,445.00 S) 47 RAMP METERING SYSTEM (LOCATION 2) LS 87,000.0000 87,000.00 0.264 22,968.00 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 13,156.100 2,433,878.50 S) (DOWELED TRANSVERSE JOINTS) 52 CONCRETE PAVEMENT M3 140.0000 2,226,000.00 3,171.847 444,058.58 3,171.847 444,058.58 (UNDOWELED TRANSVERSE JOINTS) 53 500 MM WELDED STEEL PIPE CASING M 450.0000 10,800.00 21.340 9,603.00 (9.53 MM THICK) PROGRAM CAS145 PAGE 11 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:21 PM ESTIMATE NO. 28 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 10/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,283,217.07 33,368,599.28 ADJUSTMENT OF COMPENSATION 13,568.21 3,002,887.36 EXTRA WORK 29,088.75 943,946.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,325,874.03 37,315,433.32 54 MOBILIZATION LS 8200,000.0000 8,200,000.00 0.950 7,790,000.00 ORIGINAL CONTRACT AMOUNT 81,952,560.00 TOTAL WORK COMPLETED 3,325,874.03 45,105,433.32 MATERIALS ON HAND ON SITE 1,943,714.33 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -13,060.00 -200,452.53 TOTAL 3,312,814.03 46,848,695.12 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 06/02/08 474 34 174 0 50% 42% PROGRESS IS SATISFACTORY BINNS, CORY RESIDENT ENGINEER PROGRAM CAS145 PAGE 13 DATE 10/24/06