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 10/24/07 EST. NO.24 TIME 05:23 AM R.E. NAME: WOODS, JOHN A 06-350704 --------------------------------------------------------------------------- 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 0209 575.14 E.W. @ F.A.(+) 121806 Y 0389.0 0243 207.01 110106 Y 0429.0 0348 342.63 051707 Y 0614.0 0355 1,490.04 052207 Y 0623.0 0361 247.33 052407 Y 0631.0 0368 408.55 052907 Y 0649.0 0373 221.74 053107 Y 0661.0 0410 312.83 062207 Y 0729.0 0414 10,186.38 050907 Y 0597.0 0416 2,735.72 052207 Y 0737.0 0417 658.63 052307 Y 0738.0 0418 2,592.09 052407 Y 0739.0 0420 838.91 053107 Y 0741.0 0436 904.12 071407 Y 0797.0 0446 233.98 071707 Y 0800.0 0449 269.64 072307 Y 0817.0 0451 269.64 072307 Y 0819.0 0457 111.19 071407 Y 0813.0 0472 457.62 072707 Y 0855.0 0477 243.14 080207 Y 0865.0 0480 226.65 080307 Y 0870.0 0481 2,106.86 080707 Y 0879.0 0489 450.21 080207 Y 0891.0 0507 121.07 082907 Y 0946.0 0508 161.60 083007 Y 0947.0 0509 638.83 021607 Y 0519.1 0510 638.83 030607 Y 0520.1 0511 803.83 022107 Y 0518.1 0513 445.29 090407 Y 0951.0 0515 480.95 073007 Y 0843.0 0516 337.22 073107 Y 0844.0 0517 108.08 073107 Y 0845.0 0518 445.29 090507 Y 0952.0 0519 283.18 090607 Y 0954.0 0520 2,581.68 083007 Y 0955.0 0521 2,581.68 090407 Y 0956.0 0522 1,460.17 090707 Y 0957.0 0523 216.15 091007 Y 0959.0 0524 1,578.96 091007 Y 0960.0 0525 251.80 091107 Y 0961.0 0526 2,441.70 090707 Y 0962.0 0527 233.98 091207 Y 0963.0 0528 216.15 091307 Y 0965.0 0533 445.29 091707 Y 0969.1 0534 445.29 092107 Y 0972.1 0537 116.32 081307 Y 0979.0 0538 271.39 081407 Y 0980.0 0539 290.77 081507 Y 0981.0 0541 4,443.88 081707 Y 0983.0 0542 108.08 082307 Y 0984.0 0543 216.15 082807 Y 0986.0 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 10/24/07 EST. NO.24 TIME 05:23 AM R.E. NAME: WOODS, JOHN A 06-350704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0544 323.12 082907 Y 0987.0 0545 94.57 083007 Y 0988.0 0546 108.08 092507 Y 0990.0 0548 175.11 092707 Y 0993.0 0549 553.37 092807 Y 0994.0 0550 175.11 100107 Y 1003.0 0551 175.11 100207 Y 1006.0 0552 445.29 100207 Y 1007.0 0553 337.22 100307 Y 1008.0 0554 445.29 100307 Y 1009.0 0555 229.15 100507 Y 1011.0 0556 445.29 100407 Y 1035.0 0558 445.29 100507 Y 1037.0 0568 445.29 101007 Y 1054.0 003 0012 350.00 E.W. @ F.A.(+) 072507 Y 0842.0 014 0002 120,071.39 E.W. @ L.S.(+) 101807 N RE0020 017 0009 2,175.44 E.W. @ F.A.(+) 081507 Y 0915.0 0010 3,444.10 081607 Y 0917.0 0011 361.58 090707 Y 0958.0 018 0018 1,137.47 E.W. @ F.A.(+) 061307 Y 0710.1 0019 521.31 061407 Y 0714.1 0020 185.38 061507 Y 0749.1 0021 246.84 062607 Y 0751.1 0022 789.85 062707 Y 0752.1 0023 266.31 062707 Y 0753.1 0024 394.93 062907 Y 0754.1 0025 394.93 062907 Y 0756.1 0026 63.13 062807 Y 0764.1 0027 376.46 062807 Y 0767.1 020 0003 3,421.08 E.W. @ L.S.(+) 102207 N RE0030 021 0002 6,750.00 E.W. @ U.P (+) 102207 N RE 0 033 0061 1,539.19 E.W. @ F.A.(+) 080307 Y 0916.0 0062 706.22 092507 Y 0989.0 0063 1,960.31 101007 Y 1053.0 034 0001 -21,212.10 A.C. @ L.S.(-) 090507 N RE 0 035 0009 1,168.83 E.W. @ F.A.(+) 080307 N 0921.0 0010 7,193.12 080807 N 0922.0 0011 7,670.16 080607 N 0923.0 0012 7,354.96 080707 N 0924.0 0013 9,855.81 081307 N 0925.0 0014 848.14 081307 N 0925.1 0015 8,210.65 081307 N 0925.2 0016 7,802.20 081007 N 0949.0 0017 5,953.96 080907 N 0950.0 0018 1,237.50 050807 Y 647.10 0019 633.20 092507 Y 0991.0 036 0004 1,285.43 E.W. @ F.A.(+) 050107 Y 0590.0 0005 1,440.15 052407 Y 0632.0 0006 861.30 051407 Y 0689.0 037 0021 963.88 E.W. @ F.A.(+) 061507 Y 0912.0 039 0007 27,810.00 E.W. @ L.S.(+) 102207 N RE0020 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 10/24/07 EST. NO.24 TIME 05:23 AM R.E. NAME: WOODS, JOHN A 06-350704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 040 0027 1,879.46 E.W. @ F.A.(+) 061407 Y 0712.0 0033 707.85 072007 Y 0814.0 0051 1,032.58 082807 Y 0944.0 0052 267.55 090507 Y 0953.0 0053 1,588.37 091307 Y 0971.1 0055 242.30 092507 Y 0975.1 0056 1,588.37 091607 Y 0976.0 0057 203.82 100507 Y 1000.0 0059 71.50 092407 Y 1062.0 0060 15.18 081507 Y 1063.0 0061 18,118.86 061307 N RE9700 041 0011 693.00 E.W. @ F.A.(+) 060507 Y 0899.0 0012 773.07 082107 Y 0931.0 0013 605.06 082807 Y 0939.0 0015 424.11 091907 Y 0977.0 0016 821.58 082707 Y 0985.0 0017 136.52 052307 Y 1060.0 0018 447.72 081407 Y 1061.0 042 0011 7,830.35 E.W. @ F.A.(+) 050807 Y 0594.1 0012 9,177.60 100307 N RE0010 0013 1,452.00 101807 Y 1076.0 044 0001 11,505.87 A.C. @ L.S.(+) 081007 N RE0010 048 0001 12,556.50 E.W. @ L.S.(+) 101507 N RE 0 049 0001 7,340.61 A.C. @ L.S.(+) 091007 N RE0010 055 0003 1,828.08 E.W. @ F.A.(+) 100907 Y 1069.0 059 0003 15,207.68 E.W. @ L.S.(+) 101707 N RE 0 060 0001 2,342.07 A.C. @ L.S.(+) 101707 N RE 0 365,941.72 TOTAL THIS ESTIMATE 1,241,676.67 TOTAL PREVIOUS ESTIMATE 1,607,618.39 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 10/24/07 EST. NO.24 TIME 05:23 AM R.E. NAME: WOODS, JOHN A 06-350704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSUR 10/19/06 -2,400.00 10 LATE CLOSUR 10/20/06 -3,600.00 10 LATE CPM -100,000.00 10 25% RETENTION - CPM -850,000.00 15 LATE CPM 25% -793,525.97 16 LATE CPM 100,000.00 18 LATE CPN 25% 793,525.97 18 REL LATE CPM 850,000.00 22 0.00 -6,000.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 03 MISS PYRL -10,000.00 05 MISS PYRL -10,000.00 06 RECD PYRL #3 & 5 20,000.00 06 MISS PYRL -10,000.00 08 MISS PYRL -10,000.00 09 MISS PYRL -10,000.00 11 MISSING PYRLS -10,000.00 12 REL #8 10,000.00 12 MISS PYRL -10,000.00 14 RECD PYRL #6, 9 & 11 30,000.00 15 MISS PYRL -10,000.00 16 MISS PYRL -10,000.00 21 MISS PYRL -10,000.00 23 RECD PYRL #12 10,000.00 23 RECD PYRL # 14 & 16 20,000.00 24 20,000.00 -20,000.00 TOTAL DEDUCTIONS 20,000.00 -26,000.00 PROGRAM CAS145 PAGE 1 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 05:23 AM ESTIMATE NO. 24 BID OPENING 10/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 10/24/07 LOCATION PROGRESS ESTIMATE 06-FRE-99-R0.7/7.4 ----------------- F C I CONSTRUCTORS INC IN FRESNO COUNTY IN AND NEAR 2100 GOODYEAR ROAD KINGSBURG AND SELMA FROM ROUTE BENICIA CA 94510 99 AND 201 SEPARATION TO 1.5 KM NORTH OF FLORAL AVENUE UNDERCROSSING FED. AID NO. ACNH-P099(450)E ,ACBH-P099(450)E ,NH-P099(450)E WIDEN AND REHABILITATE FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD LS 2160,000.0000 2,160,000.00 0.024 51,840.00 0.977 2,110,320.00 03 PREPARE STORM WATER POLLUTION LS 9,000.0000 9,000.00 0.750 6,750.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.028 2,800.00 0.966 96,600.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 48,000.00 1.000 4,000.00 11.000 44,000.00 06 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.008 200.00 0.891 22,275.00 S) 07 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.038 13,300.00 0.954 333,900.00 S) 08 TYPE II BARRICADE EA 80.0000 1,440.00 8.000 640.00 18.000 1,440.00 S) 09 TYPE III BARRICADE EA 150.0000 3,600.00 14.000 2,100.00 24.000 3,600.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 74,500.00 15,484.000 77,420.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 35,700.00 1,244.000 37,320.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.038 1,900.00 0.954 47,700.00 S) 13 TEMPORARY RAILING (TYPE K) M 29.0000 1,368,800.00 47,162.930 1,367,724.97 14 TEMPORARY CRASH CUSHION MODULE EA 450.0000 274,500.00 45.000 20,250.00 647.000 291,150.00 15 ABANDON CULVERT EA 1,500.0000 10,500.00 7.000 10,500.00 16 REMOVE FENCE (TYPE WM) M 6.0000 9,480.00 1,497.700 8,986.20 1,497.700 8,986.20 S) 17 REMOVE FLARED END SECTION EA 325.0000 1,950.00 7.000 2,275.00 18 REMOVE TRAFFIC STRIPE M 1.6500 168,300.00 2,939.000 4,849.35 76,606.900 126,401.39 S) 19 REMOVE PAINTED PAVEMENT MARKING M2 25.0000 600.00 11.700 292.50 S) 20 REMOVE PAVEMENT MARKER EA 1.0000 16,600.00 555.000 555.00 18,263.000 18,263.00 S) 21 REMOVE ROADSIDE SIGN EA 100.0000 3,300.00 24.000 2,400.00 25.000 2,500.00 22 REMOVE SIGN STRUCTURE EA 5,000.0000 20,000.00 4.000 20,000.00 S) PROGRAM CAS145 PAGE 2 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 05:23 AM ESTIMATE NO. 24 BID OPENING 10/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE DIKE M 6.0000 26,340.00 255.000 1,530.00 5,098.000 30,588.00 24 REMOVE PIPE M 120.0000 9,840.00 85.800 10,296.00 25 REMOVE INLET EA 800.0000 20,800.00 26.000 20,800.00 26 REMOVE DOWNDRAIN EA 220.0000 4,400.00 11.000 2,420.00 27 REMOVE CONCRETE PAVEMENT M3 120.0000 488,400.00 3,962.430 475,491.60 28 GRIND ASPHALT CONCRETE SURFACING M2 9.0000 56,223.00 6,247.000 56,223.00 SF) 29 SALVAGE SINGLE THRIE BEAM BARRIER M 22.0000 259,600.00 11,024.000 242,528.00 S) 30 SALVAGE METAL BEAM GUARD RAILING M 20.0000 28,800.00 1,516.270 30,325.40 S) 31 RECONSTRUCT THRIE BEAM BARRIER M 70.0000 18,900.00 266.700 18,669.00 S) 32 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 100,200.00 1,244.670 74,680.20 2,791.860 167,511.60 S) 33 RELOCATE CONCRETE BARRIER (TYPE K) M 10.0000 2,700.00 220.000 2,200.00 220.000 2,200.00 34 RELOCATE ROADSIDE SIGN EA 360.0000 3,960.00 0.000 0.00 35 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.2500 371,700.00 9,686.750 50,855.44 73,657.170 386,700.14 S) 36 REMOVE CONCRETE CURB AND SIDEWALK M3 230.0000 75,900.00 135.240 31,105.20 366.100 84,203.00 37 REMOVE CONCRETE BARRIER (TYPE K) M 3.0000 25,500.00 8,499.700 25,499.10 38 CLEAN BRIDGE DECK M2 3.0000 18,741.00 6,247.000 18,741.00 39 BRIDGE REMOVAL (PORTION), LOCATION A LS 70,000.0000 70,000.00 1.000 70,000.00 40 BRIDGE REMOVAL (PORTION), LOCATION B LS 65,000.0000 65,000.00 1.000 65,000.00 41 BRIDGE REMOVAL (PORTION), LOCATION C LS 75,000.0000 75,000.00 1.000 75,000.00 42 BRIDGE REMOVAL (PORTION), LOCATION D LS 44,000.0000 44,000.00 1.000 44,000.00 43 BRIDGE REMOVAL (PORTION), LOCATION E LS 28,200.0000 28,200.00 1.000 28,200.00 44 CLEARING AND GRUBBING LS 175,000.0000 175,000.00 0.020 3,500.00 1.000 175,000.00 45 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.925 23,125.00 46 ROADWAY EXCAVATION M3 34.0000 2,074,000.00 127.200 4,324.80 61,908.250 2,104,880.50 47 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 101,800.00 1,018.000 101,800.00 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 44,800.00 640.000 44,800.00 F) PROGRAM CAS145 PAGE 3 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 05:23 AM ESTIMATE NO. 24 BID OPENING 10/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SAND BACKFILL M3 250.0000 4,750.00 18.800 4,700.00 51 HIGHWAY PLANTING LS 150,000.0000 150,000.00 0.800 120,000.00 0.800 120,000.00 S) 52 ROCK BLANKET M2 70.0000 52,500.00 0.000 0.00 S) 53 STRAW (EROSION CONTROL) TONN 440.0000 10,560.00 15.370 6,762.80 15.370 6,762.80 S) 54 FIBER (EROSION CONTROL) KG 1.0000 3,570.00 2,318.050 2,318.05 2,318.050 2,318.05 S) 55 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 4,000.00 3.000 1,200.00 3.000 1,200.00 S) 56 PURE LIVE SEED (EROSION CONTROL) KG 90.0000 9,900.00 73.790 6,641.10 73.790 6,641.10 S) 57 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 4.0000 3,560.00 576.360 2,305.44 576.360 2,305.44 S) 58 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 3,360.00 537.930 2,151.72 537.930 2,151.72 S) 59 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.000 0.00 S) 60 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 0.140 14,000.00 0.950 95,000.00 S) 61 200 MM WELDED STEEL PIPE CONDUIT M 300.0000 21,900.00 79.250 23,775.00 S) (6.35 MM THICK) 62 EXTEND 300 MM CONDUIT M 150.0000 18,000.00 14.000 2,100.00 S) 63 CLASS 2 AGGREGATE BASE M3 94.0000 94,000.00 719.900 67,670.60 64 AGGREGATE BASE (COLD PLANED MATERIAL) M3 44.0000 103,400.00 1,880.000 82,720.00 1,880.000 82,720.00 65 AGGREGATE BASE (APPROACH SLAB) M3 225.0000 19,350.00 7.280 1,638.00 34.700 7,807.50 66 LEAN CONCRETE BASE M3 146.0000 4,102,600.00 28,421.702 4,149,568.49 67 SEAL RANDOM CRACKS LNKM 15,000.0000 21,000.00 0.000 0.00 68 ASPHALT CONCRETE (TYPE A) TONN 96.5000 2,943,250.00 2,639.260 254,688.59 31,314.540 3,021,853.11 69 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 70.0000 8,400.00 11.620 813.40 245.180 17,162.60 AREA) 70 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 9.0000 2,880.00 53.000 477.00 435.200 3,916.80 71 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 9.0000 810.00 198.120 1,783.08 269.390 2,424.51 72 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 9.0000 32,130.00 2,876.780 25,891.02 5,755.790 51,802.11 73 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 4,200.00 1,177.440 11,774.40 1,541.350 15,413.50 74 ASPHALTIC EMULSION (PAINT BINDER) TONN 2,900.0000 124,700.00 1.020 2,958.00 10.355 30,029.50 75 CONCRETE PAVEMENT M3 223.0000 10,235,700.00 45,795.944 10,212,495.51 76 REPLACE CONCRETE PAVEMENT M3 504.0000 1,648,080.00 906.210 456,729.84 3,224.560 1,625,178.24 (REGULAR STRENGTH CONCRETE) PROGRAM CAS145 PAGE 4 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 05:23 AM ESTIMATE NO. 24 BID OPENING 10/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 REPLACE CONCRETE PAVEMENT M3 844.0000 2,869,600.00 214.870 181,350.28 3,032.699 2,559,597.96 (RAPID STRENGTH CONCRETE) 78 SEAL PAVEMENT JOINT M 11.5000 1,368,500.00 10,005.200 115,059.80 83,145.170 956,169.46 79 SEAL LONGITUDINAL ISOLATION JOINT M 14.0000 285,600.00 18,386.880 257,416.32 80 REPAIR SPALLED JOINTS M2 1,600.0000 110,400.00 33.360 53,376.00 67.072 107,315.20 81 ROUT AND SEAL RANDOM CRACKS M 14.0000 5,040.00 388.380 5,437.32 82 GRIND EXISTING CONCRETE M2 7.6000 1,520,000.00 41,946.610 318,794.24 133,471.476 1,014,383.22 S) PAVEMENT 83 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 750.0000 291,000.00 408.650 306,487.50 S) PILING 84 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 750.0000 238,500.00 328.230 246,172.50 S) PILING 85 FURNISH PILING (CLASS 400) M 75.0000 22,875.00 307.500 23,062.50 86 DRIVE PILE (CLASS 400) EA 3,000.0000 84,000.00 28.000 84,000.00 S) 87 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 230.0000 1,110,900.00 4,828.600 1,110,578.00 S) PILING (BARRIER) 88 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 97,200.00 162.000 97,200.00 F) 89 STRUCTURAL CONCRETE, BRIDGE M3 1,550.0000 3,247,250.00 2,095.000 3,247,250.00 F) 90 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 270,900.00 301.000 270,900.00 F) (TYPE N) 91 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,050.0000 886,200.00 162.090 170,194.50 797.030 836,881.50 (TYPE R) 92 CLASS 4 CONCRETE (BACKFILL) M3 175.0000 113,750.00 772.430 135,175.25 93 MINOR CONCRETE (MINOR STRUCTURE) M3 2,100.0000 302,400.00 13.632 28,627.20 144.000 302,400.00 F) 94 PAVING NOTCH EXTENSION M3 6,500.0000 117,000.00 3.642 23,673.00 16.687 108,465.50 95 DRILL AND BOND DOWEL M 80.0000 10,000.00 205.340 16,427.20 96 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,200.0000 99,200.00 16.000 99,200.00 S) GIRDER (10 M - 15 M) 97 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,500.0000 172,500.00 23.000 172,500.00 S) GIRDER (15 M - 20 M) 98 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,200.0000 92,400.00 7.000 92,400.00 S) GIRDER (20 M - 25 M) 99 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 105,000.00 7.000 105,000.00 S) GIRDER (25 M - 30 M) 00 ERECT PRECAST PRESTRESSED CONCRETE EA 5,000.0000 265,000.00 53.000 265,000.00 S) GIRDER 01 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 230.0000 813,970.00 905.300 208,219.00 3,539.000 813,970.00 SF) 02 JOINT SEAL (MR 15 MM) M 150.0000 54,000.00 0.000 0.00 S) 03 JOINT SEAL (MR 50 MM) M 330.0000 40,260.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 05:23 AM ESTIMATE NO. 24 BID OPENING 10/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 868,337.50 347,335.000 868,337.50 SF) 05 TREAT BRIDGE DECK M2 2.4000 14,992.80 6,247.000 14,992.80 F) 06 FURNISH BRIDGE DECK TREATMENT MATERIAL L 23.0000 57,523.00 2,907.000 66,861.00 (LOW ODOR) 07 FURNISH SIGN STRUCTURE (TRUSS) KG 6.8000 1,033,192.00 117,819.000 801,169.20 F) 08 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 151,940.00 117,819.000 117,819.00 SF) 09 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,250.0000 51,750.00 22.900 51,525.00 S) PILE (SIGN FOUNDATION) 10 METAL (BARRIER MOUNTED SIGN) EA 1,000.0000 4,000.00 0.000 0.00 11 ROADSIDE SIGN - ONE POST EA 250.0000 2,500.00 7.000 1,750.00 13.000 3,250.00 12 ROADSIDE SIGN - TWO POST EA 500.0000 3,000.00 2.000 1,000.00 6.000 3,000.00 13 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 4.000 400.00 7.000 700.00 METHOD) 14 INSTALL SIGN PANEL ON EXISTING FRAME M2 170.0000 16,830.00 12.000 2,040.00 15 INSTALL ROADSIDE SIGN EA 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500.00 (LAMINATED WOOD BOX POST) 16 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 38,500.00 214.050 37,458.75 17 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 220,000.00 39.000 9,750.00 879.000 219,750.00 18 300 MM REINFORCED CONCRETE PIPE M 500.0000 1,500.00 3.000 1,500.00 19 450 MM REINFORCED CONCRETE PIPE M 195.0000 42,900.00 212.600 41,457.00 (CLASS III, RUBBER GASKET JOINT) 20 600 MM REINFORCED CONCRETE PIPE M 275.0000 4,400.00 15.200 4,180.00 (CLASS III, RUBBER GASKET JOINT) 21 JACKED 600 MM REINFORCED CONCRETE PIPE M 2,100.0000 140,700.00 64.861 136,208.10 (CLASS III, RUBBER GASKET JOINT) 22 300 MM CORRUGATED STEEL PIPE M 700.0000 26,600.00 0.000 0.00 (2.01 MM THICK) 23 450 MM CORRUGATED STEEL PIPE M 550.0000 6,050.00 10.700 5,885.00 (2.01 MM THICK) 24 600 MM CORRUGATED STEEL PIPE M 630.0000 18,270.00 32.600 20,538.00 (2.01 MM THICK) 25 750 MM CORRUGATED STEEL PIPE M 1,350.0000 4,050.00 2.400 3,240.00 (2.01 MM THICK) 26 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 365.0000 80,300.00 87.540 31,952.10 273.140 99,696.10 (2.01 MM THICK) 27 250 MM CORRUGATED STEEL FLUME DOWNDRAIN M 530.0000 28,090.00 17.100 9,063.00 19.900 10,547.00 28 ENTRANCE TAPER EA 500.0000 4,500.00 8.000 4,000.00 9.000 4,500.00 29 TAPERED INLET EA 500.0000 4,500.00 3.000 1,500.00 4.000 2,000.00 30 ANCHOR ASSEMBLY EA 180.0000 21,600.00 43.000 7,740.00 110.000 19,800.00 PROGRAM CAS145 PAGE 6 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 05:23 AM ESTIMATE NO. 24 BID OPENING 10/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 900 MM CORRUGATED STEEL PIPE INLET M 900.0000 10,800.00 13.100 11,790.00 (2.01 MM THICK) 32 300 MM CORRUGATED STEEL PIPE RISER M 1,550.0000 6,045.00 0.000 0.00 (2.01 MM THICK) 33 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 3.000 1,500.00 34 600 MM ALTERNATIVE FLARED END SECTION EA 550.0000 4,950.00 11.000 6,050.00 35 900 MM PRECAST CONCRETE PIPE INLET M 1,300.0000 7,800.00 3.000 3,900.00 36 MANHOLE EA 7,500.0000 15,000.00 2.000 15,000.00 37 ROCK SLOPE PROTECTION M3 475.0000 12,825.00 14.200 6,745.00 24.500 11,637.50 (BACKING NO. 2, METHOD B) 38 SLOPE PAVING (CONCRETE) M3 720.0000 133,200.00 23.880 17,193.60 185.000 133,200.00 F) 39 ROCK SLOPE PROTECTION FABRIC M2 15.0000 2,550.00 114.000 1,710.00 160.000 2,400.00 40 MINOR CONCRETE (MISCELLANEOUS M3 705.0000 267,900.00 36.155 25,489.28 183.799 129,578.30 CONSTRUCTION) 41 MINOR CONCRETE (TEXTURED PAVING) M3 800.0000 248,000.00 171.320 137,056.00 305.690 244,552.00 42 MISCELLANEOUS IRON AND STEEL KG 6.0000 81,006.00 1,391.000 8,346.00 13,501.000 81,006.00 SF) 43 MISCELLANEOUS METAL (BRIDGE) KG 40.0000 28,800.00 720.000 28,800.00 SF) 44 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 4,700.00 606.000 30,300.00 606.000 30,300.00 S) 45 CHAIN LINK FENCE (TYPE CL-2.4) M 54.0000 68,580.00 0.000 0.00 S) 46 SURVEY MONUMENT EA 600.0000 21,000.00 28.000 16,800.00 28.000 16,800.00 47 DELINEATOR (CLASS 1) EA 36.0000 360.00 0.000 0.00 48 OBJECT MARKER (TYPE P) EA 40.0000 40.00 0.000 0.00 49 OBJECT MARKER (TYPE L-1) EA 40.0000 280.00 0.000 0.00 50 METAL BEAM GUARD RAILING (STEEL POST) M 60.0000 5,040.00 34.200 2,052.00 95.160 5,709.60 S) 51 TRANSITION RAILING (TYPE WB) EA 1,500.0000 15,000.00 7.000 10,500.00 11.000 16,500.00 S) 52 END SECTION EA 250.0000 2,000.00 7.000 1,750.00 8.000 2,000.00 S) 53 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 22,000.00 10.000 10,000.00 17.000 17,000.00 S) 54 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,000.0000 8,000.00 3.000 3,000.00 5.000 5,000.00 S) 55 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,000.0000 17,000.00 6.000 6,000.00 14.000 14,000.00 S) 56 CONCRETE BARRIER (TYPE 60) M 135.0000 1,240,650.00 9,236.066 1,246,868.91 57 CONCRETE BARRIER (TYPE 60C) M 610.0000 359,900.00 587.700 358,497.00 PROGRAM CAS145 PAGE 7 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 05:23 AM ESTIMATE NO. 24 BID OPENING 10/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER (TYPE 60R) M 450.0000 67,500.00 188.120 84,654.00 59 CONCRETE BARRIER (TYPE 736) M 270.0000 159,300.00 590.000 159,300.00 F) 60 CONCRETE BARRIER (TYPE 736SV) M 560.0000 1,747,200.00 3,119.700 1,747,032.00 61 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 62 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 14,800.00 143.680 5,747.20 247.700 9,908.00 S) 63 THERMOPLASTIC TRAFFIC STRIPE M 0.6500 36,530.00 9,255.000 6,015.75 25,088.000 16,307.20 S) (SPRAYABLE) 64 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 8,340.00 1,214.000 3,642.00 S) 65 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 27,820.00 3,975.000 2,583.75 8,824.000 5,735.60 S) (BROKEN 10.98 M - 3.66 M) 66 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 53,200.00 282.000 112.80 137,347.000 54,938.80 S) 67 PAINT PAVEMENT MARKING M2 40.0000 960.00 39.540 1,581.60 S) 68 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 55,600.00 820.000 3,280.00 9,958.000 39,832.00 S) 69 TRAFFIC MONITORING STATION (LOCATION 1) LS 40,000.0000 40,000.00 0.118 4,720.00 0.980 39,200.00 S) 70 TRAFFIC MONITORING STATION (LOCATION 2) LS 50,000.0000 50,000.00 0.109 5,450.00 0.980 49,000.00 S) 71 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 0.030 1,200.00 0.980 39,200.00 S) 72 MODIFY LIGHTING AND SIGN ILLUMINATION LS 570,000.0000 570,000.00 0.017 9,690.00 0.980 558,600.00 S) 73 MODIFY ROADSIDE WEATHER INFORMATION LS 12,000.0000 12,000.00 0.550 6,600.00 0.980 11,760.00 S) SYSTEM 74 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 75 1524 MM CAST-IN-DRILLED-HOLE M 3,000.0000 360,000.00 114.100 342,300.00 S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 8 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 05:23 AM ESTIMATE NO. 24 BID OPENING 10/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,768,159.13 49,819,590.37 ADJUSTMENT OF COMPENSATION -23.55 273,357.81 EXTRA WORK 365,965.27 1,334,260.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,134,100.85 51,427,208.76 76 MOBILIZATION LS 5668,000.0000 5,668,000.00 1.000 5,668,000.00 ORIGINAL CONTRACT AMOUNT 57,672,520.30 TOTAL WORK COMPLETED 3,134,100.85 57,095,208.76 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -26,000.00 TOTAL 3,154,100.85 57,069,208.76 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/13/05 320 12/28/05 04/06/06 11/13/07 330 122 26 0 95% 100% PROGRESS IS SATISFACTORY WOODS, JOHN A RESIDENT ENGINEER PROGRAM CAS145 PAGE 16 DATE 10/24/07