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 08/21/08 EST. NO.31 TIME 09:07 AM R.E. NAME: NOZZARI, S. RAY 04-245414 --------------------------------------------------------------------------- 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 0063 595.50 E.W. @ F.A.(+) 021507 N 0315.0 0242 323.08 110907 Y 1070.0 0246 147.67 111907 Y 1074.0 0263 131.52 112607 Y 1160.0 0298 82.21 022307 Y 0327.0 0300 78.74 030507 Y 0339.0 0346 432.19 032808 Y 1283.0 0395 227.43 050608 N 1380.0 0400 153.55 052008 N 1385.0 0401 122.84 052108 N 1386.0 0403 327.53 052708 N 1388.0 0406 122.84 053008 N 1391.0 0426-1 -1,340.06 032708 Y 1462.0 DAO CORRECTING ENTRY 0427-1 -4,962.28 050608 Y 1463.0 DAO CORRECTING ENTRY 0427-2 804.28 050608 Y 1463.0 DAO CORRECTING ENTRY 0459 113.72 052308 N 390752 0460 4,045.67 070607 N 604.00 002 0029 434.00 A.C. @ U.P.(+) 063008 Y 1505.0 013 0022 73.84 E.W. @ F.A.(+) 011408 Y 1198.0 0026 193.38 081506 N 453 0 036 0018 175.42 E.W. @ F.A.(+) 120407 N 0965.0 0019 1,213.29 120107 N 0964.1 0020 231.31 012508 N 1132.1 0023 231.31 101507 N 0880.0 056 0026 876.75 E.W. @ F.A.(+) 051607 Y 0569.0 0027 2,238.55 032807 Y 0402.0 0028 1,508.68 032607 Y 0408.0 0030 2,737.42 032307 N 1021 0 057 0002 1,046.20 E.W. @ F.A.(+) 021208 N 1133.1 0003 813.55 021308 N 1134.1 0004 1,625.76 041007 N 0456.0 0005 1,990.06 041307 N 0457.0 060 0001-1 -1,146.62 E.W. @ F.A.(+) 041107 Y 0505.0 DAO CORRECTING ENTRY 0002-1 -1,320.86 041207 Y 0508.0 DAO CORRECTING ENTRY 0003-1 -1,761.90 041307 Y 0510.0 DAO CORRECTING ENTRY 0004-1 -2,165.03 041407 Y 0513.0 DAO CORRECTING ENTRY 0005-1 -1,539.37 041707 Y 0517.0 DAO CORRECTING ENTRY 0006-1 -1,379.17 041907 Y 0519.0 DAO CORRECTING ENTRY 0008-1 -2,833.81 042007 Y 0545.0 DAO CORRECTING ENTRY 0009-1 -1,724.37 042607 Y 0550.0 DAO CORRECTING ENTRY 0010-1 -1,586.31 041107 Y 0544.1 DAO CORRECTING ENTRY 0011-1 -553.01 042307 Y 0591.0 DAO CORRECTING ENTRY 0012-1 -322.22 062707 Y 0619.0 DAO CORRECTING ENTRY 0022 381.57 040708 Y 1343 0 0023 1,414.47 040708 Y 1344 0 0024 407.97 040908 Y 1535 0 071 0006 1,376.03 E.W. @ F.A.(+) 101007 Y 1023.0 0007 458.79 100907 Y 1116.0 078 0004 788.44 E.W. @ F.A.(+) 091407 N 0871.0 0005 1,066.58 092407 N 0873.0 0007 3,520.25 053108 N 1414.0 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 08/21/08 EST. NO.31 TIME 09:07 AM R.E. NAME: NOZZARI, S. RAY 04-245414 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0008 625.83 060408 N 1417.0 0009 384.31 061308 N 1419.0 083 0001 11,669.42 E.W. @ L.S.(+) 070808 N 083001 085 0032 394.36 E.W. @ F.A.(+) 040408 Y 1326.0 086 0001 1,698.19 E.W. @ F.A.(+) 100507 N 1205.0 0001-1 -1,698.19 100507 N 1205.0 DAO CORRECTING ENTRY 0001-2 1,724.90 100507 N 1205.0 DAO CORRECTING ENTRY 0004 501.49 041808 N 1314.0 0004-1 -501.49 041808 N 1314.0 DAO CORRECTING ENTRY 0004-2 496.36 041808 N 1314.0 DAO CORRECTING ENTRY 0005 610.36 050808 N 1353.0 0005-1 -610.36 050808 N 1353.0 DAO CORRECTING ENTRY 0005-2 599.08 050808 N 1353.0 DAO CORRECTING ENTRY 0006 2,494.76 050908 N 1354.0 0006-1 -2,494.76 050908 N 1354.0 DAO CORRECTING ENTRY 0006-2 2,449.66 050908 N 1354.0 DAO CORRECTING ENTRY 0007 740.28 042108 N 1355.0 0007-1 -740.28 042108 N 1355.0 DAO CORRECTING ENTRY 0007-2 733.86 042108 N 1355.0 DAO CORRECTING ENTRY 0010 376.70 022708 Y 1460.0 0011 1,409.81 061708 N 1473.0 0011-1 -1,409.81 061708 N 1473.0 DAO CORRECTING ENTRY 0011-2 1,402.12 061708 N 1473.0 DAO CORRECTING ENTRY 0012 962.83 061808 N 1474.0 0012-1 -962.83 061808 N 1474.0 DAO CORRECTING ENTRY 0012-2 962.83 061808 N 1474.0 DAO CORRECTING ENTRY 0013 624.21 062308 N 1476.0 0013-1 -624.21 062308 N 1476.0 DAO CORRECTING ENTRY 0013-2 616.50 062308 N 1476.0 DAO CORRECTING ENTRY 0014 249.12 052008 N 1359.0 0014-1 -249.12 052008 N 1359.0 DAO CORRECTING ENTRY 0014-2 243.99 052008 N 1359.0 DAO CORRECTING ENTRY 0014-3 -243.99 052008 N 1359.0 DAO CORRECTING ENTRY 0014-4 243.99 052008 N 1359.0 DAO CORRECTING ENTRY 092 0001 923.25 E.W. @ F.A.(+) 042108 Y 1351.0 0002 4,317.13 032508 N 1406.0 0004 52,428.15 041808 N 1408.0 0005 246.85 042108 N 1409.0 0006 47,441.30 052808 N 1475.0 103 0001 2,811.58 E.W. @ L.S.(+) 070708 N 103001 140,725.56 TOTAL THIS ESTIMATE 3,313,508.26 TOTAL PREVIOUS ESTIMATE 3,454,233.82 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 08/21/08 EST. NO.31 TIME 09:07 AM R.E. NAME: NOZZARI, S. RAY 04-245414 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BENT 5 - 3 ANOMALY -529.26 03 SWPP NON-COMPLIANCE -100,000.00 03 RETURN SWPP JUNE 100,000.00 04 0.00 -529.26 LABOR COMPLIANCE VIOLATION INCORRECT PAYROLLS -10,000.00 03 INCORRECT PAYROLLS -10,000.00 04 PAYROLL ISSUES -10,000.00 05 RETURN PAROLL RET 15,000.00 06 SEPT PAYROLLS -10,000.00 07 RETURN DEDUCTS 25,000.00 08 0.00 0.00 TOTAL DEDUCTIONS 0.00 -529.26 PROGRAM CAS145 PAGE 1 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 09:07 AM ESTIMATE NO. 31 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 08/21/08 LOCATION PROGRESS ESTIMATE 04-SON-101-19.5/21.6 ----------------- MCM CONSTRUCTION, INC IN SONOMA COUNTY IN SANTA ROSA AT P O BOX 620 VARIOUS LOCATIONS NORTH HIGHLANDS, CA 95660 FED. AID NO. ACNH-Q101(107)E ,CML-6204(59) WIDEN FREEWAY TO 6 LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 JACKING SUPERSTRUCTURE LS 200,000.0000 200,000.00 1.000 200,000.00 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,600.0000 3,600.00 0.750 2,700.00 03 TIME-RELATED OVERHEAD WDAY 5,000.0000 3,730,000.00 22.000 110,000.00 589.000 2,945,000.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 4,800.00 225.000 4,500.00 05 HEALTH AND SAFETY PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 06 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 350,000.0000 350,000.00 0.030 10,500.00 0.790 276,500.00 08 DEWATERING & NON-STORM WATER DISCHARGE L 0.4000 182,000.00 409,500.000 163,800.00 CONTROL 09 TEMPORARY HYDRAULIC MULCH (BFM) M2 1.5000 9,000.00 12,317.000 18,475.50 10 TEMPORARY SILT FENCE M 13.0000 26,000.00 794.100 10,323.30 S) 11 TEMPORARY CREEK DIVERSION SYSTEM LS 120,000.0000 120,000.00 0.170 20,400.00 0.830 99,600.00 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 40,000.00 8.000 32,000.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 36,000.00 8.000 48,000.00 14 TEMPORARY COVER M2 12.0000 21,600.00 10,172.060 122,064.72 15 TEMPORARY DRAINAGE INLET PROTECTION EA 650.0000 19,500.00 130.000 84,500.00 16 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.842 33,680.00 S) 17 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.030 7,500.00 0.790 197,500.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 13,800.00 1,123.000 33,690.00 1,445.000 43,350.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN EA 25,000.0000 75,000.00 4.000 100,000.00 S) 20 TEMPORARY RAILING (TYPE K) M 45.0000 1,188,000.00 25,749.756 1,158,739.02 S) 21 TEMPORARY CRASH CUSHION MODULE EA 300.0000 135,000.00 937.000 281,100.00 S) 22 ABANDON CULVERT EA 2,800.0000 22,400.00 7.000 19,600.00 PROGRAM CAS145 PAGE 2 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 09:07 AM ESTIMATE NO. 31 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON INLET EA 1,100.0000 3,300.00 1.000 1,100.00 24 CLEAN DRAINAGE FACILITIES EA 7,000.0000 210,000.00 37.000 259,000.00 25 OBLITERATE SURFACING M2 7.0000 13,790.00 1,796.500 12,575.50 26 REMOVE CHAIN LINK FENCE M 20.0000 16,800.00 1,673.000 33,460.00 27 REMOVE METAL BEAM GUARD RAILING M 26.0000 25,480.00 1,226.730 31,894.98 28 REMOVE THRIE BEAM BARRIER M 29.0000 152,250.00 5,346.380 155,045.02 29 REMOVE DOUBLE THRIE BEAM BARRIER M 46.0000 6,440.00 140.400 6,458.40 30 REMOVE FLARED END SECTION EA 225.0000 900.00 0.000 0.00 31 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 91,400.00 11,934.881 23,869.76 32 REMOVE PAINTED PAVEMENT MARKING M2 50.0000 11,500.00 90.685 4,534.25 33 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 26,800.00 11,089.246 22,178.49 34 REMOVE THERMOPLASTIC PAVEMENT MARKING M 50.0000 12,500.00 104.929 5,246.45 35 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 5.0000 49,400.00 7,215.848 36,079.24 (YELLOW) 36 REMOVE PAVEMENT MARKER EA 2.0000 26,600.00 3,718.000 7,436.00 37 REMOVE ROADSIDE SIGN EA 125.0000 5,125.00 27.000 3,375.00 38 REMOVE SIGN STRUCTURE EA 8,000.0000 48,000.00 4.000 32,000.00 39 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 6,000.00 3.000 6,000.00 40 REMOVE ASPHALT CONCRETE DIKE M 11.0000 17,600.00 -76.200 -838.20 1,421.700 15,638.70 41 REMOVE OVERSIDE DRAIN EA 1,000.0000 2,000.00 2.000 2,000.00 42 REMOVE CULVERT M 235.0000 110,450.00 406.660 95,565.10 43 REMOVE INLET EA 725.0000 17,400.00 23.000 16,675.00 44 REMOVE HEADWALL EA 850.0000 11,050.00 17.000 14,450.00 45 REMOVE MANHOLE EA 1,700.0000 1,700.00 0.000 0.00 46 REMOVE RETAINING WALL (PORTION) M3 160.0000 3,520.00 0.000 0.00 47 REMOVE BASE AND SURFACING M3 100.0000 6,500.00 0.000 0.00 48 SALVAGE METAL BRIDGE RAILING M 50.0000 135,350.00 1,929.000 96,450.00 49 RELOCATE ROADSIDE SIGN EA 200.0000 2,200.00 1.000 200.00 PROGRAM CAS145 PAGE 3 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 09:07 AM ESTIMATE NO. 31 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RELOCATE METAL BEAM GUARD RAILING M 60.0000 12,000.00 0.000 0.00 51 ADJUST INLET EA 1,900.0000 7,600.00 1.000 1,900.00 52 ADJUST FRAME AND GRATE TO GRADE EA 1,000.0000 6,000.00 0.000 0.00 53 ADJUST METAL BEAM GUARD RAILING M 35.0000 2,800.00 0.000 0.00 54 MODIFY INLET TO MANHOLE EA 2,700.0000 2,700.00 2.000 5,400.00 55 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 56 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 57 REMOVE CONCRETE (CURB AND GUTTER) M 18.0000 109,800.00 5,258.710 94,656.78 58 REMOVE CONCRETE SIDEWALK M2 19.0000 5,700.00 296.140 5,626.66 59 REMOVE CONCRETE ISLAND (PORTIONS) M3 270.0000 2,970.00 35.838 9,676.26 60 REMOVE CONCRETE BARRIER (TYPE K) M 20.0000 4,400.00 213.000 4,260.00 61 CAP INLET EA 1,260.0000 30,240.00 23.000 28,980.00 62 BRIDGE REMOVAL, LOCATION A LS 160,000.0000 160,000.00 1.000 160,000.00 63 BRIDGE REMOVAL, LOCATION B LS 60,000.0000 60,000.00 1.000 60,000.00 64 BRIDGE REMOVAL, LOCATION C LS 180,000.0000 180,000.00 1.000 180,000.00 65 BRIDGE REMOVAL, LOCATION D LS 80,000.0000 80,000.00 1.000 80,000.00 66 BRIDGE REMOVAL, LOCATION E LS 100,000.0000 100,000.00 1.000 100,000.00 67 BRIDGE REMOVAL (PORTION), LOCATION A LS 100,000.0000 100,000.00 1.000 100,000.00 68 BRIDGE REMOVAL (PORTION), LOCATION B LS 60,000.0000 60,000.00 1.000 60,000.00 69 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 1.000 20,000.00 70 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000.00 71 SALVAGE CRASH CUSHION EA 300.0000 4,500.00 0.000 0.00 72 CLEARING AND GRUBBING LS 240,000.0000 240,000.00 0.980 235,200.00 73 DEVELOP WATER SUPPLY LS 9,000.0000 9,000.00 0.000 0.00 74 ROADWAY EXCAVATION M3 35.0000 1,316,000.00 1,061.700 37,159.50 46,670.638 1,633,472.33 75 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 76 ROADWAY EXCAVATION (TYPE Z-3) M3 255.0000 24,225.00 95.000 24,225.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 4 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 09:07 AM ESTIMATE NO. 31 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 78 CHANNEL EXCAVATION M3 18.0000 63,000.00 0.000 0.00 79 SHOULDER BACKING STA 1,300.0000 32,500.00 0.000 0.00 80 STRUCTURE EXCAVATION (BRIDGE) M3 125.0000 1,226,250.00 2,028.000 253,500.00 9,813.500 1,226,687.50 F) 81 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 897,840.00 -2,593.260 -207,460.80 11,200.000 896,000.00 F) 82 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 772,320.00 100.000 12,000.00 4,589.500 550,740.00 F) 83 STRUCTURE BACKFILL (RETAINING WALL) M3 120.0000 1,312,320.00 616.360 73,963.20 11,027.000 1,323,240.00 F) 84 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 30,660.00 70.000 4,200.00 511.000 30,660.00 F) WALL) 85 DITCH EXCAVATION M3 60.0000 3,300.00 0.000 0.00 86 HIGHWAY PLANTING LS 20,000.0000 20,000.00 0.000 0.00 S) 87 EROSION CONTROL (NETTING) M2 10.0000 10,000.00 4,796.000 47,960.00 88 STRAW (EROSION CONTROL) TONN 800.0000 8,320.00 11.726 9,380.80 89 FIBER (EROSION CONTROL) KG 3.5000 5,845.00 1,876.960 6,569.36 S) 90 FIBER ROLLS M 15.0000 45,000.00 3,372.640 50,589.60 S) 91 COMPOST (EROSION CONTROL) M3 500.0000 5,200.00 4.467 2,233.50 S) 92 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,800.0000 33,600.00 1.000 2,800.00 9.000 25,200.00 S) 93 PURE LIVE SEED (EROSION CONTROL) KG 160.0000 33,600.00 200.970 32,155.20 94 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 1,850.00 410.360 2,051.80 S) 95 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.088 1,760.00 0.352 7,040.00 S) 96 MAINTAIN EXISTING IRRIGATION FACILITIES LS 200,000.0000 200,000.00 0.000 0.00 97 IRRIGATION SYSTEM LS 320,000.0000 320,000.00 0.350 112,000.00 S) 98 NPS 3 SUPPLY LINE (BRIDGE) M 250.0000 58,000.00 175.000 43,750.00 F) 99 200 MM WELDED STEEL PIPE CONDUIT M 350.0000 59,500.00 140.000 49,000.00 S) (6.35 MM THICK) 00 EXTEND 250 MM CONDUIT M 400.0000 12,000.00 17.000 6,800.00 01 LIME TONN 165.0000 128,700.00 999.290 164,882.85 02 LIME STABILIZATION M2 7.0000 205,100.00 32,528.900 227,702.30 03 CLASS 4 AGGREGATE SUBBASE M3 51.0000 780,300.00 1,152.500 58,777.50 15,386.520 784,712.52 PROGRAM CAS145 PAGE 5 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 09:07 AM ESTIMATE NO. 31 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS 3 AGGREGATE BASE M3 57.0000 549,480.00 68.700 3,915.90 9,304.730 530,369.61 05 CEMENT TREATED BASE M3 255.0000 935,850.00 3,981.680 1,015,328.40 (PLANT-MIXED, CLASS A) 06 ASPHALTIC EMULSION (CURING SEAL) TONN 1,500.0000 30,000.00 32.569 48,853.50 07 ASPHALT CONCRETE (TYPE A) TONN 90.0000 6,462,000.00 2,620.870 235,878.30 62,446.240 5,620,161.60 08 ASPHALT CONCRETE (OPEN GRADED) TONN 95.0000 1,064,000.00 0.000 0.00 09 ASPHALT CONCRETE (LEVELING) TONN 95.0000 273,600.00 1,831.550 173,997.25 2,594.980 246,523.10 10 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 55.00 7.860 7.86 REINFORCING FABRIC) 11 PAVEMENT REINFORCING FABRIC M2 1.5000 85,350.00 10,214.700 15,322.05 32,033.500 48,050.25 12 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 8.0000 10,720.00 0.000 0.00 AREA) 13 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.5000 18,700.00 0.000 0.00 14 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 4,680.00 91.400 1,096.80 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 70,000.00 15.520 7,760.00 84.220 42,110.00 16 CRACK EXISTING CONCRETE PAVEMENT M2 21.0000 777,000.00 37,693.700 791,567.70 17 GRIND EXISTING CONCRETE M2 25.0000 17,250.00 1,324.670 33,116.75 S) PAVEMENT 18 FURNISH STEEL PIPE PILING (360 MM) M 120.0000 287,640.00 14.000 1,680.00 2,250.870 270,104.40 19 DRIVE STEEL PIPE PILE (360 MM) EA 1,400.0000 242,200.00 1.000 1,400.00 171.000 239,400.00 S) 20 FURNISH STEEL PIPE PILING (406 MM) M 158.0000 1,753,010.00 21.800 3,444.40 7,235.460 1,143,202.68 21 DRIVE STEEL PIPE PILE (406 MM) EA 1,300.0000 685,100.00 449.000 583,700.00 S) 22 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 3,200.0000 1,520,000.00 475.000 1,520,000.00 S) PILING 23 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 170.0000 523,600.00 3,232.600 549,542.00 S) PILING (SOUND WALL) 24 FURNISH CISS CONCRETE PILING (1524 MM) M 4,000.0000 672,000.00 168.000 672,000.00 25 DRIVE CISS CONCRETE PILING (1524 MM) EA 80,000.0000 480,000.00 6.000 480,000.00 S) 26 PRESTRESSING CAST-IN-PLACE CONCRETE LS 420,000.0000 420,000.00 0.910 382,200.00 S) 27 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 458,500.00 54.000 27,000.00 917.000 458,500.00 F) 28 STRUCTURAL CONCRETE, BRIDGE M3 986.0000 9,490,250.00 100.000 98,600.00 9,158.750 9,030,527.50 F) 29 STRUCTURAL CONCRETE, RETAINING WALL M3 780.0000 3,258,840.00 48.560 37,876.80 4,226.000 3,296,280.00 F) 30 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 618,150.00 840.330 546,214.50 F) (TYPE N) PROGRAM CAS145 PAGE 6 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 09:07 AM ESTIMATE NO. 31 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 148,500.00 135.000 148,500.00 (TYPE R) 32 CLASS 2 CONCRETE (BOX CULVERT) M3 1,000.0000 117,000.00 117.000 117,000.00 33 CLASS 2 CONCRETE (HEADWALL) M3 4,000.0000 20,000.00 1.720 6,880.00 34 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 368,000.00 220.705 253,810.75 F) 35 MINOR CONCRETE (BACKFILL) M3 300.0000 39,000.00 243.755 73,126.50 36 PAVING NOTCH EXTENSION M3 6,000.0000 24,000.00 4.000 24,000.00 37 ARCHITECTURAL TREATMENT M2 100.0000 71,200.00 472.000 47,200.00 F) 38 FRACTURED RIB TEXTURE M2 50.0000 199,800.00 40.000 2,000.00 2,884.000 144,200.00 F) 39 DRILL AND BOND DOWEL M 55.0000 17,930.00 384.000 21,120.00 40 CLEAN EXPANSION JOINT M 500.0000 22,500.00 30.000 15,000.00 41 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 18,000.00 2.000 18,000.00 S) GIRDER (10 M - 15 M) 42 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 20,000.00 2.000 20,000.00 S) GIRDER (20 M - 25 M) 43 ERECT PRECAST PRESTRESSED CONCRETE EA 4,000.0000 16,000.00 4.000 16,000.00 S) GIRDER 44 CONCRETE CLOSURE WALL M2 550.0000 163,350.00 297.000 163,350.00 F) 45 REFINISH BRIDGE DECK M2 100.0000 10,700.00 0.000 0.00 46 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 205.0000 1,315,485.00 -294.900 -60,454.50 6,417.000 1,315,485.00 SF) 47 SOUND WALL (MASONRY BLOCK) M2 280.0000 237,720.00 930.300 260,484.00 SF) 48 SOUND WALL (BARRIER) M2 300.0000 166,200.00 554.000 166,200.00 F) (LIGHTWEIGHT CONCRETE) 49 JOINT SEAL (TYPE A) M 100.0000 8,400.00 0.000 0.00 S) 50 JOINT SEAL (MR 30 MM) M 180.0000 17,820.00 0.000 0.00 S) 51 JOINT SEAL (MR 40 MM) M 190.0000 41,420.00 0.000 0.00 S) 52 JOINT SEAL (MR 50 MM) M 240.0000 22,800.00 0.000 0.00 S) 53 BAR REINFORCING STEEL KG 1.5000 34,350.00 0.000 0.00 SF) 54 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 3,835,263.60 2,040,707.000 3,673,272.60 SF) 55 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 578,527.50 -12,433.900 -31,084.75 229,433.000 573,582.50 SF) 56 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 57 BAR REINFORCING STEEL (BOX CULVERT) KG 2.5000 28,355.00 10,629.000 26,572.50 SF) PROGRAM CAS145 PAGE 7 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 09:07 AM ESTIMATE NO. 31 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 HEADED BAR REINFORCEMENT EA 8.0000 34,560.00 4,000.000 32,000.00 59 STRUCTURAL STEEL (BRIDGE) KG 8.0000 10,240.00 1,870.000 14,960.00 60 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 10.0000 44,700.00 4,470.000 44,700.00 61 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 4,470.00 4,470.000 4,470.00 SF) 62 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 1,065,320.00 112,545.000 900,360.00 F) 63 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 66,582.50 112,545.000 56,272.50 SF) 64 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 20.0000 5,200.00 0.000 0.00 F) WITHOUT WALKWAY) 65 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 20.0000 5,200.00 0.000 0.00 SF)WITHOUT WALKWAY) 66 760 MM CAST-IN-DRILLED-HOLE M 3,000.0000 39,000.00 9.000 27,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 67 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 68 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 69 METAL (BARRIER MOUNTED SIGN) KG 35.0000 29,400.00 833.000 29,155.00 833.000 29,155.00 F) 70 ROADSIDE SIGN - ONE POST EA 300.0000 13,200.00 0.000 0.00 71 ROADSIDE SIGN - TWO POST EA 550.0000 8,250.00 0.000 0.00 72 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 800.00 0.000 0.00 METHOD) 73 INSTALL SIGN OVERLAY M2 300.0000 2,130.00 0.000 0.00 74 300 MM ALTERNATIVE PIPE CULVERT M 200.0000 5,000.00 22.400 4,480.00 75 450 MM ALTERNATIVE PIPE CULVERT M 320.0000 896,000.00 2,950.557 944,178.24 76 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 29,250.00 87.500 28,437.50 77 750 MM ALTERNATIVE PIPE CULVERT M 625.0000 7,500.00 0.000 0.00 78 300 MM REINFORCED CONCRETE PIPE M 700.0000 17,500.00 50.200 35,140.00 79 450 MM REINFORCED CONCRETE PIPE M 800.0000 13,600.00 10.800 8,640.00 80 600 MM REINFORCED CONCRETE PIPE M 800.0000 9,600.00 9.200 7,360.00 81 750 MM REINFORCED CONCRETE PIPE M 1,100.0000 7,700.00 6.500 7,150.00 82 900 MM REINFORCED CONCRETE PIPE M 1,200.0000 16,800.00 11.200 13,440.00 83 610 MM X 960 MM OVAL SHAPED REINFORCED M 700.0000 10,500.00 15.000 10,500.00 CONCRETE PIPE (CLASS III) 84 730,1150 MM OVAL SHAPED REINFORCED M 850.0000 425,000.00 369.300 313,905.00 CONCRETE PIPE (CLASS 4) PROGRAM CAS145 PAGE 8 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 09:07 AM ESTIMATE NO. 31 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 565,365 MM OVAL SHAPED REINFORCED M 1,100.0000 4,400.00 1.830 2,013.00 CONCRETE PIPE 86 1,145,740 MM ELLIPTICAL CONCRETE PIPE M 800.0000 14,400.00 18.000 14,400.00 87 450 MM CORRUGATED STEEL PIPE WITH M 330.0000 3,300.00 0.000 0.00 DOWNDRAIN JOINTS 88 450 MM ALTERNATIVE SLOTTED PIPE M 350.0000 315,000.00 92.000 32,200.00 332.300 116,305.00 89 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 300.0000 48,000.00 125.506 37,651.80 (2.01 MM THICK) 90 300 MM ANCHOR ASSEMBLY EA 300.0000 6,000.00 18.000 5,400.00 91 1200 MM CORRUGATED STEEL PIPE RISER M 1.0000 110.00 0.000 0.00 (2.77 MM THICK) 92 300 MM ALTERNATIVE FLARED END SECTION EA 325.0000 325.00 1.000 325.00 93 450 MM ALTERNATIVE FLARED END SECTION EA 450.0000 1,350.00 0.000 0.00 94 1050 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 1,300.00 0.000 0.00 95 450 MM SLIDE HEADGATE EA 3,500.0000 3,500.00 0.000 0.00 96 G2 MANHOLE EA 5,300.0000 21,200.00 4.000 21,200.00 97 ROCK SLOPE PROTECTION M3 220.0000 11,000.00 46.700 10,274.00 (FACING, METHOD B) 98 WALL DRAIN WITH ROCK SLOPE PROTECTION EA 4,000.0000 4,000.00 1.000 4,000.00 99 MINOR CONCRETE (DITCH LINING) M3 1,800.0000 21,600.00 0.000 0.00 00 ROCK SLOPE PROTECTION FABRIC M2 10.0000 1,000.00 534.000 5,340.00 01 MINOR CONCRETE (MISCELLANEOUS M3 650.0000 403,000.00 10.000 6,500.00 389.874 253,418.10 CONSTRUCTION) 02 MISCELLANEOUS IRON AND STEEL KG 2.5000 67,000.00 1,332.000 3,330.00 8,502.000 21,255.00 F) 03 MISCELLANEOUS METAL KG 20.0000 154,200.00 2,054.920 41,098.40 (RESTRAINER - CABLE TYPE) 04 MISCELLANEOUS METAL (BRIDGE) KG 40.0000 17,360.00 434.000 17,360.00 F) 05 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 31,880.00 4,511.000 45,110.00 F) 06 CHAIN LINK FENCE (TYPE CL-0.9) M 50.0000 75,000.00 1,485.716 74,285.80 S) 07 CHAIN LINK FENCE (TYPE CL-1.8) M 150.0000 7,500.00 52.000 7,800.00 S) 08 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 14,000.00 0.000 0.00 S) 09 DELINEATOR (CLASS 1) EA 35.0000 2,520.00 0.000 0.00 10 OBJECT MARKER (TYPE L-1) EA 50.0000 500.00 0.000 0.00 11 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 89,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 09:07 AM ESTIMATE NO. 31 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 PEDESTRIAN BARRICADE EA 500.0000 1,000.00 8.000 4,000.00 13 INSTALL STEEL HANDRAIL M 70.0000 17,500.00 0.000 0.00 14 TERMINAL SECTION (TYPE B) EA 150.0000 600.00 0.000 0.00 S) 15 END SECTION EA 100.0000 600.00 0.000 0.00 S) 16 TERMINAL SYSTEM (TYPE CAT) EA 6,000.0000 6,000.00 0.000 0.00 17 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 5,000.00 0.000 0.00 S) 18 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 2,700.00 0.000 0.00 19 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 17,600.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 60) M 175.0000 227,500.00 479.000 83,825.00 1,205.000 210,875.00 21 CONCRETE BARRIER (TYPE 60A) M 175.0000 87,150.00 350.000 61,250.00 473.000 82,775.00 F) 22 CONCRETE BARRIER (TYPE 60 MOD) M 275.0000 38,500.00 140.000 38,500.00 140.000 38,500.00 F) 23 CONCRETE BARRIER (TYPE 60C) M 210.0000 319,200.00 361.000 75,810.00 1,463.000 307,230.00 24 CONCRETE BARRIER (TYPE 60C MOD) M 400.0000 508,000.00 1,270.000 508,000.00 25 CONCRETE BARRIER (TYPE 60E MOD) M 500.0000 41,000.00 30.000 15,000.00 26 CONCRETE BARRIER (TYPE 60GE) M 750.0000 48,750.00 17.600 13,200.00 120.100 90,075.00 27 CONCRETE BARRIER (TYPE 732) M 370.0000 461,390.00 6.000 2,220.00 1,098.000 406,260.00 F) 28 CONCRETE BARRIER (TYPE 732A) M 250.0000 195,000.00 423.000 105,750.00 29 CONCRETE BARRIER (TYPE 732A MOD) M 250.0000 40,000.00 152.540 38,135.00 152.540 38,135.00 30 CONCRETE BARRIER (TYPE 736A MOD) M 300.0000 165,000.00 41.000 12,300.00 907.140 272,142.00 31 CONCRETE BARRIER (TYPE 736 MODIFIED) M 330.0000 50,490.00 9.000 2,970.00 62.000 20,460.00 F) 32 CONCRETE BARRIER (TYPE 736B MOD) M 400.0000 28,000.00 70.000 28,000.00 33 CONCRETE BARRIER (TYPE 736SV) M 460.0000 501,400.00 9.000 4,140.00 1,074.910 494,458.60 34 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 20,500.00 0.000 0.00 S) 35 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 26,000.00 644.347 644.35 S) 36 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 11,460.00 0.000 0.00 S) 37 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,440.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 38 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 150.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) PROGRAM CAS145 PAGE 10 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 09:07 AM ESTIMATE NO. 31 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 510.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 40 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 45,700.00 37,624.789 37,624.79 S) 41 PAINT PAVEMENT MARKING M2 40.0000 9,200.00 386.028 15,441.12 S) 42 PAVEMENT MARKER (NON-REFLECTIVE TYPE A) EA 2.0000 21,800.00 3,566.000 7,132.00 S) 43 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 840.00 32.000 128.00 S) TYPE C) 44 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 18,000.00 1,715.000 6,860.00 S) TYPE G) 45 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 11,200.00 1,038.000 4,152.00 S) TYPE H) 46 PAVEMENT MARKER EA 4.0000 380.00 49.000 196.00 S) (RETROREFLECTIVE-SPECIAL TYPE D) 47 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.895 89,500.00 S) 48 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.922 92,200.00 S) 49 SIGNAL AND LIGHTING (LOCATION 5) LS 100,000.0000 100,000.00 0.877 87,700.00 S) 50 SIGNAL AND LIGHTING (LOCATION 6) LS 100,000.0000 100,000.00 0.835 83,500.00 S) 51 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 65,000.0000 65,000.00 0.990 64,350.00 S) (LOCATION 5) 52 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 55,000.0000 55,000.00 0.944 51,920.00 S) (LOCATION 6) 53 LIGHTING AND SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.771 19,275.00 S) (STAGE CONSTRUCTION-LOCATION 1) 54 LIGHTING AND SIGN ILLUMINATION LS 45,000.0000 45,000.00 0.957 43,065.00 S) (STAGE CONSTRUCTION-LOCATION 2) 55 LIGHTING AND SIGN ILLUMINATION LS 600,000.0000 600,000.00 0.054 32,400.00 0.597 358,200.00 S) (LOCATION 1) 56 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.064 25,600.00 0.647 258,800.00 S) (LOCATION 2) 57 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 4,000.0000 4,000.00 0.000 0.00 S) 58 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 195,000.0000 195,000.00 0.424 82,680.00 S) 59 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.080 8,000.00 0.478 47,800.00 S) 60 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 120,000.0000 120,000.00 0.051 6,120.00 0.651 78,120.00 S) 61 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 55,000.0000 55,000.00 0.682 37,510.00 S) 62 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 80,000.0000 80,000.00 0.392 31,360.00 0.873 69,840.00 S) 63 CAMERA UNIT EA 7,000.0000 21,000.00 0.000 0.00 S) 64 PAN AND TILT UNIT EA 4,000.0000 12,000.00 0.000 0.00 S) 65 CAMERA CONTROL UNIT EA 4,200.0000 12,600.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 09:07 AM ESTIMATE NO. 31 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 VIDEO ENCODER UNIT EA 25,000.0000 75,000.00 0.000 0.00 S) 67 INTEGRATED SERVICE DIGITAL NETWORK EA 1,000.0000 3,000.00 0.000 0.00 S) TERMINAL ADAPTER 68 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,500.0000 20,000.00 0.000 0.00 S) MODEM ASSEMBLY 69 DIAL-UP MODEM EA 700.0000 700.00 0.000 0.00 S) 70 EXTINGUISHABLE MESSAGE SIGN RADIO EA 1,800.0000 16,200.00 0.000 0.00 S) CONTROLLER ASSEMBLY 71 EXTINGUISHABLE MESSAGE SIGN PANEL EA 10,000.0000 120,000.00 8.000 80,000.00 S) 72 HIGHWAY ADVISORY RADIO SYSTEM EA 55,000.0000 55,000.00 0.000 0.00 S) 73 LONG LEAD-IN CABLE LOOP DETECTOR SENSOR EA 500.0000 7,500.00 0.000 0.00 S) UNIT 74 EMERGENCY VEHICLE DETECTOR SYSTEM LS 10,000.0000 10,000.00 0.500 5,000.00 S) 75 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 76 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 21.0000 102,270.00 4,744.690 99,638.49 S) 77 ROADWAY EXCAVATION (TYPE Y-2) M3 35.0000 157,500.00 4,500.000 157,500.00 (AERIALLY DEPOSITED LEAD) 78 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 70,000.00 14.000 70,000.00 PIPE (SIGN FND) 79 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 6,000.0000 528,000.00 7.600 45,600.00 104.535 627,210.00 PIPE (SIGN FND) PROGRAM CAS145 PAGE 12 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 09:07 AM ESTIMATE NO. 31 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,487,901.65 58,151,089.08 ADJUSTMENT OF COMPENSATION 434.00 950,371.97 EXTRA WORK 140,291.56 2,503,861.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,628,627.21 61,605,322.90 80 MOBILIZATION LS 6496,065.0000 6,496,065.00 1.000 6,496,065.00 ORIGINAL CONTRACT AMOUNT 71,461,533.60 TOTAL WORK COMPLETED 1,628,627.21 68,101,387.90 MATERIALS ON HAND ON SITE 202,324.30 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -529.26 TOTAL 1,628,627.21 68,303,182.94 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE PREVENTION PLAN 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 03/27/06 746 04/09/06 04/11/06 04/21/09 595 2 6 0 89% 79% PROGRESS IS SATISFACTORY NOZZARI, S. RAY RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 08/21/08