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 04/24/06 EST. NO.20 TIME 02:15 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 0321 236.77 E.W. @ F.A.(+) 013106 Y 0578.0 0323 220.07 020106 Y 0582.0 0342 33.53 021506 Y 0615.0 0348 220.07 022206 Y 0623.0 0349 266.97 022206 Y 0624.0 0351 220.07 022306 Y 0626.0 0352 769.56 022306 Y 0627.0 0353 99.20 030206 Y 0630.0 0354 220.07 030206 Y 0631.0 0355 201.04 030206 Y 0632.0 0356 201.04 030306 Y 0633.0 0358 936.87 022106 Y 0635.0 0359 286.86 022406 Y 0637.0 0360 350.66 022506 Y 0638.0 0361 236.77 022706 Y 0639.0 0362 142.13 030106 Y 0642.0 0363 207.77 030206 Y 0645.0 0364 328.32 030806 Y 0650.0 0366 175.66 022306 Y 0661.0 0367 127.11 030406 Y 0662.0 0369 14,980.56 011906 Y 0652.0 0371 1,098.45 031706 Y 0671.0 004 0018 2,868.23 E.W. @ F.A.(+) 011806 N 0547.0 0022 586.52 030106 N 0683.0 0023 1,590.01 030606 N 0684.0 0024 456.80 030706 N 0685.0 0026 5,364.94 030906 N 0687.0 0027 425.30 031006 N 0688.0 0028 5,767.57 031306 N 0689.0 0029 834.26 031506 N 0690.0 0030 4,541.99 031606 N 0691.0 0031 405.98 032106 N 0692.0 005 0017 862.87 E.W. @ F.A.(+) 033006 Y 0710.0 006 0053 611.35 E.W. @ F.A.(+) 011906 Y 0560.0 0057 378.19 022706 Y 0629.0 0058 233.70 022806 Y 0640.0 0059 680.00 030206 Y 0644.0 0060 680.01 030306 Y 0647.0 0061 497.01 031706 Y 0672.0 0062 967.98 031606 Y 0673.0 013 0015 2,478.39 E.W. @ F.A.(+) 052505 N 0401.0 0025 527.01 030306 Y 0648.0 022 0008 2,599.48 E.W. @ F.A.(+) 011206 Y 0536.0 0011 252.04 022206 Y 0622.0 0012 310.93 032206 Y 0697.0 0015 764.29 021606 Y 0715.0 0018 677.20 032406 Y 0748.0 024 0027 1,685.60 E.W. @ F.A.(+) 012606 Y 0568.0 0028 176.62 032106 Y 0694.0 057 0001 1,891.21 E.W. @ F.A.(+) 022406 Y 0636.0 0002 281.37 030106 Y 0641.0 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 04/24/06 EST. NO.20 TIME 02:15 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 --------------------------------------------------------------------------- 0003 906.88 030306 Y 0646.0 0004 342.91 030806 Y 0649.0 0005 2,962.60 030806 Y 0664.0 0006 3,175.73 030906 Y 0665.0 0007 419.66 031506 Y 0677.0 0008 3,592.87 031906 Y 0678.0 0009 208.23 031506 Y 0679.0 0010 1,284.06 030906 Y 0680.0 0011 3,156.27 031006 Y 0681.0 0012 8,982.60 031106 Y 0682.0 0014 2,341.41 030806 Y 0719.0 0015 3,029.60 031006 Y 0720.0 0016 5,459.09 031306 Y 0721.0 0017 8,026.28 031406 Y 0722.0 0018 4,450.35 031506 Y 0723.0 0021 701.67 031606 Y 0727.0 0022 1,200.62 031706 Y 0728.0 0023 857.23 031906 Y 0729.0 0024 3,659.46 032006 Y 0730.0 0026 953.10 030606 Y 0717.0 0027 384.60 030806 Y 0718.0 0028 1,252.50 031606 Y 0751.0 118,304.12 TOTAL THIS ESTIMATE 461,345.90 TOTAL PREVIOUS ESTIMATE 579,650.02 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 04/24/06 EST. NO.20 TIME 02:15 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 -1,308.96 -125,811.40 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 12 DOCS RECD 10,000.00 15 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 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 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 04/24/06 EST. NO.20 TIME 02:15 PM R.E. NAME: BINNS, CORY 11-080924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 -20,000.00 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 -1,308.96 -150,318.20 PROGRAM CAS145 PAGE 1 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:15 PM ESTIMATE NO. 20 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 04/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 04/24/06 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 20.000 128,400.00 351.000 2,253,420.00 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 0.600 18,000.00 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 0.030 4,050.00 0.499 67,365.00 07 SWEEPER EA 144,000.0000 288,000.00 0.829 119,376.00 S) 08 TEMPORARY EROSION CONTROL (TYPE 1) HA 4,000.0000 100,000.00 0.282 1,128.00 4.037 16,148.00 S) 09 TEMPORARY EROSION CONTROL (TYPE 2) HA 9,000.0000 72,000.00 2.692 24,228.00 S) 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,200.0000 55,000.00 11.000 24,200.00 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 1.000 1,000.00 5.000 5,000.00 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 1.000 180.00 22.000 3,960.00 (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 0.499 24,950.00 S) 18 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.012 540.00 0.599 26,955.00 S) 19 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.030 16,500.00 0.499 274,450.00 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 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:15 PM ESTIMATE NO. 20 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 04/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.497 112,455.00 S) 25 TEMPORARY RAILING (TYPE K) M 22.0000 594,000.00 61.000 1,342.00 18,282.200 402,208.40 S) 26 TRAFFIC PLASTIC DRUMS EA 35.0000 8,050.00 98.000 3,430.00 S) 27 TEMPORARY CRASH CUSHION MODULE EA 180.0000 59,400.00 126.000 22,680.00 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 2.000 2,400.00 9.000 10,800.00 30 ABANDON INLET EA 800.0000 4,000.00 1.000 800.00 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 1,096.090 16,441.35 33 REMOVE METAL BEAM GUARD RAILING M 21.0000 13,440.00 426.560 8,957.76 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 1,219.660 30,491.50 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 106,400.00 161.700 646.80 6,931.510 27,726.04 S) MARKING 38 REMOVE ROADSIDE SIGN EA 250.0000 4,000.00 1.000 250.00 1.000 250.00 39 REMOVE SIGN STRUCTURE EA 3,000.0000 18,000.00 2.000 6,000.00 8.000 24,000.00 40 REMOVE CULVERT M 100.0000 22,000.00 12.830 1,283.00 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 1.000 1,000.00 2.000 2,000.00 43 RESET ROADSIDE SIGN EA 400.0000 20,000.00 4.000 1,600.00 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 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:15 PM ESTIMATE NO. 20 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 04/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 2,000.00 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 0.020 12,000.00 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 0.990 341,550.00 56 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.028 2,800.00 0.497 49,700.00 57 ROADWAY EXCAVATION M3 8.0000 2,008,000.00 8,384.813 67,078.50 187,802.601 1,502,420.81 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 1,156.000 76,296.00 3,028.000 199,848.00 F) 61 STRUCTURE EXCAVATION (TYPE D) M3 280.0000 71,120.00 31.000 8,680.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.5000 19,865.00 295.000 4,277.50 895.000 12,977.50 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.2000 633,040.00 4,337.500 35,567.50 11,878.500 97,403.70 (R) 64 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 325,000.00 72.000 7,200.00 446.000 44,600.00 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 1,010.200 20,204.00 67 PERVIOUS BACKFILL MATERIAL M3 85.0000 10,200.00 0.000 0.00 F) 68 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 18,620.00 210.000 14,700.00 F) WALL) 69 PREVIOUS BACKFILL MATERIAL M3 80.0000 232,000.00 122.300 9,784.00 (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 5,792.620 11,585.24 S) PROGRAM CAS145 PAGE 4 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:15 PM ESTIMATE NO. 20 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 04/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,071.000 1,071.00 4,048.610 4,048.61 S) 78 FIBER ROLLS M 8.0000 160,000.00 21,667.640 173,341.12 S) 79 COMPOST (EROSION CONTROL) M3 210.0000 10,500.00 3.100 651.00 13.352 2,803.92 S) 80 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 5,000.00 1.000 1,000.00 3.000 3,000.00 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 19.980 1,498.50 79.930 5,994.75 S) 84 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 310.00 18.390 18.39 111.523 111.52 S) 85 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 3,600.00 107.200 214.40 427.340 854.68 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 13.000 1,950.00 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 1,124.144 38,220.90 20,475.322 696,160.95 95 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 800.0000 10,000.00 0.000 0.00 96 ASPHALT CONCRETE (TYPE A) TONN 60.0000 1,260,000.00 868.120 52,087.20 12,907.790 774,467.40 97 ASPHALT CONCRETE BASE (TYPE A) TONN 60.0000 2,448,000.00 2,375.540 142,532.40 17,768.220 1,066,093.20 98 PLACE ASPHALT CONCRETE DIKE M 4.0000 29,720.00 3,409.500 13,638.00 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 3,138.000 12,552.00 02 SEAL LONGITUDINAL ISOLATION JOINT M 14.0000 154,000.00 3,823.228 53,525.19 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 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:15 PM ESTIMATE NO. 20 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 04/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.980 19,764.00 152.050 273,690.00 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 2,451,900.00 261.870 864,171.00 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 2,255,000.00 132.850 664,250.00 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 0.190 209,000.00 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 299,250.00 184.000 64,400.00 F) 17 STRUCTURAL CONCRETE, BRIDGE M3 528.0000 11,869,440.00 927.000 489,456.00 4,420.000 2,333,760.00 F) 18 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 350,000.00 648.000 259,200.00 F) 19 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 465,500.00 117.000 58,500.00 136.000 68,000.00 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 0.000 0.00 F) 22 CLASS 1 CONCRETE (RETAINING WALL) M3 400.0000 3,456,000.00 977.470 390,988.00 23 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 407,000.00 3.230 3,553.00 191.195 210,314.50 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 197,560.00 796.960 35,066.24 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 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:15 PM ESTIMATE NO. 20 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 04/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 46,420.000 88,198.00 1,062,008.000 2,017,815.20 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 47,832.200 148,279.82 S) (R) 38 HEADED BAR REINFORCEMENT EA 20.0000 89,960.00 924.000 18,480.00 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 157,500.00 370.680 92,670.00 54 600 MM REINFORCED CONCRETE PIPE M 180.0000 716,400.00 129.900 23,382.00 1,657.110 298,279.80 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 49.000 35,035.00 PROGRAM CAS145 PAGE 7 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:15 PM ESTIMATE NO. 20 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 04/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 60 450 MM ALTERNATIVE PIPE DOWNDRAIN M 195.0000 48,750.00 301.440 58,780.80 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 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 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 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 4.870 8,668.60 73 MINOR CONCRETE (PIPE ENCASEMENT) M3 120.0000 36,000.00 97.700 11,724.00 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 70,000.00 115.200 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 12.060 6,633.00 12.060 6,633.00 83 MINOR CONCRETE (TEXTURED PAVING) M2 70.0000 72,800.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:15 PM ESTIMATE NO. 20 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 04/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,678.000 20,034.00 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 52.000 1,040.00 90 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 59,500.00 1,100.630 93,553.55 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 4.000 3,200.00 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 23.000 5,060.00 23.000 5,060.00 F) PROGRAM CAS145 PAGE 9 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:15 PM ESTIMATE NO. 20 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 04/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 49,220.00 214.000 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 3,269.000 1,307.60 67,177.900 26,871.16 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 42,100.00 541.000 541.00 11,971.000 11,971.00 S) 29 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 66,600.00 191.000 573.00 4,306.000 12,918.00 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 0.028 2,296.00 0.028 2,296.00 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 0.057 20,520.00 0.457 164,520.00 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 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:15 PM ESTIMATE NO. 20 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 04/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.100 3,500.00 S) 42 TRAFFIC MONITORING STATION (LOCATION 2) LS 27,000.0000 27,000.00 0.145 3,915.00 S) 43 TRAFFIC MONITORING STATION (LOCATION 3) LS 27,000.0000 27,000.00 0.385 10,395.00 S) 44 TRAFFIC MONITORING STATION (LOCATION 4) LS 27,000.0000 27,000.00 0.045 1,215.00 S) 45 FIBER OPTIC COMMUNICATION SYSTEM LS 850,000.0000 850,000.00 0.410 348,500.00 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 0.027 2,349.00 0.027 2,349.00 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 3,193.925 590,876.13 12,146.793 2,247,156.71 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 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 02:15 PM ESTIMATE NO. 20 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 04/20/06 R.E. NAME: BINNS, CORY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,960,561.82 22,381,815.31 ADJUSTMENT OF COMPENSATION 0.00 32,877.01 EXTRA WORK 118,304.12 546,773.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,078,865.94 22,961,465.33 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 2,078,865.94 30,751,465.33 MATERIALS ON HAND ON SITE 2,471,793.94 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,308.96 -150,318.20 TOTAL 2,077,556.98 33,072,941.07 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 09/14/07 350 33 0 0 37% 37% PROGRESS IS SATISFACTORY BINNS, CORY RESIDENT ENGINEER PROGRAM CAS145 PAGE 13 DATE 04/24/06