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 01/23/08 EST. NO.28 TIME 07:57 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 0287 757.89 E.W. @ F.A.(+) 013107 Y 0465.0 0382 827.77 060407 Y 0681.0 0389 204.89 051807 Y 0691.0 0470 932.35 072507 Y 0839.0 0532 887.66 091307 Y 0968.1 0609 160.06 092107 Y 1340.0 0610 3,022.13 010308 Y 1343.0 004 0011 616.70 E.W. @ F.A.(+) 022207 Y 0435.1 006 0002 1,066.72 E.W. @ F.A.(+) 113007 Y 1269.0 0003 521.77 112007 Y 1272.0 0004 834.25 112107 Y 1274.0 007 0001 10,687.20 E.W. @ U.P (+) 040106 Y 1258.0 010 0066 1,469.60 E.W. @ F.A.(+) 020107 Y 0501.0 0067 1,492.53 072707 Y 0857.0 0068 1,275.74 073007 Y 0858.0 0069 483.74 073107 Y 0859.0 017 0002 1,642.98 E.W. @ F.A.(+) 041607 Y 0522.0 033 0045 3,408.54 E.W. @ F.A.(+) 050307 Y 0571.1 0070 2,827.33 110807 Y 1342.0 035 0002 1,826.80 E.W. @ F.A.(+) 050407 N 0640.0 0033 4,161.34 102307 Y 1136.0 0035 291.51 101607 Y 1151.0 0036 303.64 101907 Y 1152.0 0037 330.00 102007 Y 1155.0 0039 5,626.38 100107 Y 1181.0 0041 246.97 100907 Y 1200.0 0042 133.61 101007 Y 1201.0 039 0010 20,734.86 E.W. @ L.S.(+) 010408 N RESOL5 040 0012 333.87 E.W. @ F.A.(+) 032707 Y 0555.0 0015 2,684.37 053107 Y 0655.0 0017 2,048.49 051107 Y 0658.0 0025 2,788.20 061407 Y 0733.0 0026 869.06 061307 Y 0711.0 0034 999.41 072307 Y 0816.0 0035 229.94 071907 Y 0825.0 0036 237.67 050707 Y 0841.0 0038 600.28 080307 Y 0869.0 0040 1,032.58 080607 Y 0877.0 0041 1,032.58 080707 Y 0878.0 0042 1,111.99 080207 Y 0890.0 0043 324.22 080307 Y 0892.0 041 0014 465.45 E.W. @ F.A.(+) 091307 Y 0964.0 0028 703.64 121107 Y 1302.0 0029 2,480.03 120307 Y 1347.0 042 0014 887.15 E.W. @ F.A.(+) 042407 Y 638.10 0015 77.20 042307 Y 638.20 043 0001 164.03 E.W. @ F.A.(+) 070907 Y 0790.0 0002 1,032.13 071007 Y 0792.0 052 0007 575.62 E.W. @ F.A.(+) 111207 Y 1218R0 0009 607.59 111307 Y 1220.1 053 0007-1 -2,628.99 E.W. @ F.A.(+) 102207 Y 1132.0 DAO CORRECTING ENTRY 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 01/23/08 EST. NO.28 TIME 07:57 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 --------------------------------------------------------------------------- 0007-2 1,675.62 102207 Y 1132.0 DAO CORRECTING ENTRY 0009-1 -1,445.08 102307 Y 1141.0 DAO CORRECTING ENTRY 0009-2 1,286.49 102307 Y 1141.0 DAO CORRECTING ENTRY 0011-1 -856.35 102407 Y 1147.0 DAO CORRECTING ENTRY 0011-2 838.03 102407 Y 1147.0 DAO CORRECTING ENTRY 056 0003 228.09 E.W. @ F.A.(+) 101807 Y 1091.0 0006 210.32 102007 Y 1154.1 061 0009 272.77 E.W. @ F.A.(+) 112007 Y 1247.0 0010 1,907.52 112107 Y 1254.0 0011 54.37 101607 Y 1293.0 0012 147.82 101607 Y 1294.0 0014 18.12 112107 Y 1299.0 0015 1,210.74 111307 Y 1219.1 0016 3,047.17 110607 Y 1251.1 062 0001 32,992.02 E.W. @ F.A.(+) 011608 N 6201R5 063 0014 817.58 E.W. @ F.A.(+) 111407 Y 1225.0 0014-1 -817.58 111407 Y 1225.0 DAO CORRECTING ENTRY 0014-2 533.37 111407 Y 1225.0 DAO CORRECTING ENTRY 0015 792.20 111407 Y 1226.0 0020 3,921.61 112007 Y 1248.0 0021 73.40 112007 Y 1249.0 0022 1,955.09 112107 Y 1250.0 0024 4,185.18 112007 Y 1245.0 0026 1,590.30 112107 Y 1255.0 0027 3,303.64 111507 Y 1256.0 0028 1,117.43 112107 Y 1257.0 0029 2,435.77 111607 Y 1259.0 0030 536.28 111607 Y 1232.0 0031 687.25 111607 Y 1233.0 0032 694.89 111607 Y 1234.0 0033 2,776.49 111507 Y 1238.0 0034 3,381.15 111507 Y 1239.0 0035 2,616.54 111907 Y 1240.0 0036 1,643.05 111907 Y 1241.0 0037 760.52 111607 Y 1242.0 0038 2,442.15 111907 Y 1243.0 0039 2,192.64 111607 Y 1244.0 0040 270.73 112807 Y 1266.0 0041 800.04 112807 Y 1267.0 0042 800.04 112907 Y 1268.0 0044 825.66 112907 Y 1277.0 0045 1,158.81 112907 Y 1278.0 0046 910.61 113007 Y 1279.0 0047 1,158.81 113007 Y 1280.0 0048 919.84 120507 Y 1282.0 0049 14,323.24 111907 Y 1271.0 0050 3,481.42 112007 Y 1273.0 0051 251.82 112607 Y 1275.0 0052 1,449.07 112807 Y 1276.0 0053 840.60 113007 Y 1285.0 0054 740.89 112907 Y 1286.0 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 01/23/08 EST. NO.28 TIME 07:57 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 --------------------------------------------------------------------------- 0058 4,757.31 112007 Y 1332.0 0068 9,750.00 A.C. @ L.S.(+) 011508 N 6301R5 064 0001 25,000.00 A.C. @ L.S.(+) 011508 N 6401R5 232,096.96 TOTAL THIS ESTIMATE 2,055,987.37 TOTAL PREVIOUS ESTIMATE 2,288,084.33 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 01/23/08 EST. NO.28 TIME 07:57 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 MISS PYRL -10,000.00 26 MISS PYRL -4,974.93 28 -4,974.93 -34,974.93 TOTAL DEDUCTIONS -4,974.93 -40,974.93 PROGRAM CAS145 PAGE 1 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 07:57 AM ESTIMATE NO. 28 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 01/20/08 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 01/23/08 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 1.000 2,160,000.00 03 PREPARE STORM WATER POLLUTION LS 9,000.0000 9,000.00 1.000 9,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 1.000 100,000.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 48,000.00 12.000 48,000.00 06 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 1.000 350,000.00 S) 08 TYPE II BARRICADE EA 80.0000 1,440.00 18.000 1,440.00 S) 09 TYPE III BARRICADE EA 150.0000 3,600.00 24.000 3,600.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 74,500.00 17,001.000 85,005.00 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 1.000 50,000.00 S) 13 TEMPORARY RAILING (TYPE K) M 29.0000 1,368,800.00 48,150.530 1,396,365.37 14 TEMPORARY CRASH CUSHION MODULE EA 450.0000 274,500.00 684.000 307,800.00 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 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 92,470.000 152,575.50 S) 19 REMOVE PAINTED PAVEMENT MARKING M2 25.0000 600.00 43.440 1,086.00 S) 20 REMOVE PAVEMENT MARKER EA 1.0000 16,600.00 -120.000 -120.00 19,709.000 19,709.00 S) 21 REMOVE ROADSIDE SIGN EA 100.0000 3,300.00 33.000 3,300.00 22 REMOVE SIGN STRUCTURE EA 5,000.0000 20,000.00 4.000 20,000.00 S) PROGRAM CAS145 PAGE 2 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 07:57 AM ESTIMATE NO. 28 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 01/20/08 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 26,340.00 840.000 5,040.00 5,938.000 35,628.00 24 REMOVE PIPE M 120.0000 9,840.00 85.880 10,305.60 25 REMOVE INLET EA 800.0000 20,800.00 26.000 20,800.00 26 REMOVE DOWNDRAIN EA 220.0000 4,400.00 18.000 3,960.00 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 12.530 751.80 1,642.250 98,535.00 S) 33 RELOCATE CONCRETE BARRIER (TYPE K) M 10.0000 2,700.00 220.000 2,200.00 34 RELOCATE ROADSIDE SIGN EA 360.0000 3,960.00 14.000 5,040.00 35 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.2500 371,700.00 4,300.980 22,580.15 82,456.610 432,897.20 S) 36 REMOVE CONCRETE CURB AND SIDEWALK M3 230.0000 75,900.00 366.100 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 1.000 175,000.00 45 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000.00 46 ROADWAY EXCAVATION M3 34.0000 2,074,000.00 61,562.510 2,093,125.34 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 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 07:57 AM ESTIMATE NO. 28 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 01/20/08 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 150,000.00 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 42.175 18,557.00 S) 54 FIBER (EROSION CONTROL) KG 1.0000 3,570.00 6,916.025 6,916.03 S) 55 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 4,000.00 2.000 800.00 S) 56 PURE LIVE SEED (EROSION CONTROL) KG 90.0000 9,900.00 209.420 18,847.80 S) 57 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 4.0000 3,560.00 1,633.505 6,534.02 S) 58 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 3,360.00 1,524.590 6,098.36 S) 59 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.300 15,000.00 0.633 31,650.00 S) 60 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 S) 61 200 MM WELDED STEEL PIPE CONDUIT M 300.0000 21,900.00 91.450 27,435.00 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 66.689 6,268.77 1,022.543 96,119.04 64 AGGREGATE BASE (COLD PLANED MATERIAL) M3 44.0000 103,400.00 1,880.000 82,720.00 65 AGGREGATE BASE (APPROACH SLAB) M3 225.0000 19,350.00 96.490 21,710.25 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 31,515.760 3,041,270.84 69 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 70.0000 8,400.00 452.880 31,701.60 AREA) 70 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 9.0000 2,880.00 435.200 3,916.80 71 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 9.0000 810.00 269.390 2,424.51 72 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 9.0000 32,130.00 5,755.790 51,802.11 73 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 4,200.00 1,541.350 15,413.50 74 ASPHALTIC EMULSION (PAINT BINDER) TONN 2,900.0000 124,700.00 12.140 35,206.00 75 CONCRETE PAVEMENT M3 223.0000 10,235,700.00 45,968.000 10,250,864.00 76 REPLACE CONCRETE PAVEMENT M3 504.0000 1,648,080.00 3,224.560 1,625,178.24 (REGULAR STRENGTH CONCRETE) PROGRAM CAS145 PAGE 4 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 07:57 AM ESTIMATE NO. 28 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 01/20/08 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,130.000 2,641,720.00 (RAPID STRENGTH CONCRETE) 78 SEAL PAVEMENT JOINT M 11.5000 1,368,500.00 105,216.360 1,209,988.14 79 SEAL LONGITUDINAL ISOLATION JOINT M 14.0000 285,600.00 21,515.180 301,212.52 80 REPAIR SPALLED JOINTS M2 1,600.0000 110,400.00 103.160 165,056.00 81 ROUT AND SEAL RANDOM CRACKS M 14.0000 5,040.00 1,959.360 27,431.04 82 GRIND EXISTING CONCRETE M2 7.6000 1,520,000.00 150,633.256 1,144,812.75 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 886,200.00 797.030 836,881.50 (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 302,400.00 143.800 301,980.00 F) 94 PAVING NOTCH EXTENSION M3 6,500.0000 117,000.00 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 3,539.000 813,970.00 SF) 02 JOINT SEAL (MR 15 MM) M 150.0000 54,000.00 342.780 51,417.00 S) 03 JOINT SEAL (MR 50 MM) M 330.0000 40,260.00 117.960 38,926.80 S) PROGRAM CAS145 PAGE 5 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 07:57 AM ESTIMATE NO. 28 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 01/20/08 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 868,337.50 367,870.000 919,675.00 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 1,033,192.00 151,940.000 1,033,192.00 F) 08 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 151,940.00 -0.001 151,940.000 151,940.00 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 4.000 4,000.00 11 ROADSIDE SIGN - ONE POST EA 250.0000 2,500.00 17.000 4,250.00 12 ROADSIDE SIGN - TWO POST EA 500.0000 3,000.00 6.000 3,000.00 13 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 7.000 700.00 METHOD) 14 INSTALL SIGN PANEL ON EXISTING FRAME M2 170.0000 16,830.00 98.020 16,663.40 15 INSTALL ROADSIDE SIGN EA 2,500.0000 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 220,000.00 879.000 219,750.00 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 80,300.00 251.640 91,848.60 (2.01 MM THICK) 27 250 MM CORRUGATED STEEL FLUME DOWNDRAIN M 530.0000 28,090.00 19.900 10,547.00 28 ENTRANCE TAPER EA 500.0000 4,500.00 9.000 4,500.00 29 TAPERED INLET EA 500.0000 4,500.00 4.000 2,000.00 30 ANCHOR ASSEMBLY EA 180.0000 21,600.00 107.000 19,260.00 PROGRAM CAS145 PAGE 6 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 07:57 AM ESTIMATE NO. 28 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 01/20/08 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 11.600 10,440.00 (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 26.250 12,468.75 (BACKING NO. 2, METHOD B) 38 SLOPE PAVING (CONCRETE) M3 720.0000 133,200.00 185.000 133,200.00 F) 39 ROCK SLOPE PROTECTION FABRIC M2 15.0000 2,550.00 167.100 2,506.50 40 MINOR CONCRETE (MISCELLANEOUS M3 705.0000 267,900.00 206.359 145,483.10 CONSTRUCTION) 41 MINOR CONCRETE (TEXTURED PAVING) M3 800.0000 248,000.00 351.212 280,969.60 42 MISCELLANEOUS IRON AND STEEL KG 6.0000 81,006.00 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 1,501.000 75,050.00 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 47 DELINEATOR (CLASS 1) EA 36.0000 360.00 10.000 360.00 48 OBJECT MARKER (TYPE P) EA 40.0000 40.00 1.000 40.00 49 OBJECT MARKER (TYPE L-1) EA 40.0000 280.00 7.000 280.00 50 METAL BEAM GUARD RAILING (STEEL POST) M 60.0000 5,040.00 3.810 228.60 133.350 8,001.00 S) 51 TRANSITION RAILING (TYPE WB) EA 1,500.0000 15,000.00 14.000 21,000.00 S) 52 END SECTION EA 250.0000 2,000.00 8.000 2,000.00 S) 53 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 22,000.00 19.000 19,000.00 S) 54 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,000.0000 8,000.00 7.000 7,000.00 S) 55 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,000.0000 17,000.00 17.000 17,000.00 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 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 07:57 AM ESTIMATE NO. 28 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 01/20/08 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 67,500.00 190.020 85,509.00 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 14,800.00 376.980 15,079.20 S) 63 THERMOPLASTIC TRAFFIC STRIPE M 0.6500 36,530.00 58,966.000 38,327.90 S) (SPRAYABLE) 64 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 8,340.00 4,620.000 13,860.00 S) 65 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 27,820.00 43,373.000 28,192.45 S) (BROKEN 10.98 M - 3.66 M) 66 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 53,200.00 137,347.000 54,938.80 S) 67 PAINT PAVEMENT MARKING M2 40.0000 960.00 40.100 1,604.00 S) 68 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 55,600.00 14,460.000 57,840.00 S) 69 TRAFFIC MONITORING STATION (LOCATION 1) LS 40,000.0000 40,000.00 1.000 40,000.00 S) 70 TRAFFIC MONITORING STATION (LOCATION 2) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 71 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 S) 72 MODIFY LIGHTING AND SIGN ILLUMINATION LS 570,000.0000 570,000.00 1.000 570,000.00 S) 73 MODIFY ROADSIDE WEATHER INFORMATION LS 12,000.0000 12,000.00 1.000 12,000.00 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 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 07:57 AM ESTIMATE NO. 28 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 01/20/08 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 49,749.32 51,400,306.96 ADJUSTMENT OF COMPENSATION 34,750.00 328,473.78 EXTRA WORK 197,346.96 1,959,610.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 281,846.28 53,688,391.29 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 281,846.28 59,356,391.29 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,974.93 -40,974.93 TOTAL 276,871.35 59,315,416.36 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 02/21/08 387 125 29 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY WOODS, JOHN A RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 01/23/08