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 07/23/08 EST. NO.30 TIME 01:39 PM 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 0265 1,328.39 E.W. @ F.A.(+) 010408 Y 1162.0 0267 1,182.87 010708 Y 1168.0 0268 878.61 010908 Y 1169.0 0269 797.87 011008 Y 1170.0 0270 156.04 011308 Y 1171.0 0271 594.85 011608 Y 1172.0 0274 126.34 012108 Y 1181.0 0275 234.06 012308 Y 1182.0 0276 315.87 012408 Y 1184.0 0278 267.23 013008 Y 1188.0 0280 203.51 012808 Y 1186.0 0283 808.54 011808 Y 1179.0 0286 88.36 020408 N 1150.0 0289 353.94 021108 N 1154.0 0294 229.48 012108 N 1145.0 0313 330.00 010708 Y 1168.1 0316 53.95 013108 Y 1242.0 0326 1,413.73 021508 Y 1252.0 0329 1,338.01 022008 Y 1255.0 0336 212.42 030608 Y 1262.0 0337 758.42 031008 Y 1263.0 0339 803.95 031408 Y 1265.0 0341 6,004.72 030308 N 1267.0 0344 721.77 032108 Y 1281.0 0345 232.66 032708 Y 1282.0 0347 249.51 033008 Y 1284.0 0349 329.99 040108 Y 1286.0 0351 223.82 040208 Y 1288.0 0355 1,715.55 021508 Y 1315.0 0365 1,272.41 040208 Y 1325.0 0367 251.76 040908 Y 1327.0 0370 1,135.28 042408 Y 1330.0 0373 126.25 030408 N 1304.0 0375 257.09 030508 N 1306.0 0377 241.24 032008 N 1312.0 0378 314.69 042908 Y 1349.0 0379 1,223.66 050108 Y 1350.0 0383 353.41 050508 Y 1364.0 0384 551.65 050608 Y 1365.0 0385 540.11 050708 Y 1366.0 0387 227.43 041108 N 1372.0 0388 227.43 041408 N 1373.0 0390 286.93 041508 N 1375.0 0393 157.26 042408 N 1378.0 0394 113.72 050508 N 1379.0 0396 717.86 050608 N 1381.0 0397 227.43 050708 N 1382.0 0399 240.39 050808 N 1384.0 0404 1,000.62 052908 N 1389.0 0410 935.00 052208 Y 1330.1 0411 77.04 050108 Y 1350.1 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 07/23/08 EST. NO.30 TIME 01:39 PM 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 --------------------------------------------------------------------------- 0418 256.61 050108 Y 1425.0 0426 1,340.06 032708 Y 1462.0 0427 4,962.28 050608 Y 1463.0 0428 795.96 032108 Y 1464.0 0429 2,114.64 051508 Y 1465.0 0430 2,180.64 052208 Y 1466.0 002 0025 194.80 A.C. @ U.P.(+) 033108 Y 1346.0 0026 247.20 022908 Y 1347.0 0027 200.40 043008 Y 1348.0 0028 708.80 053108 Y 1410.0 003 0013-1 -330.00 E.W. @ F.A.(+) 111506 Y 0355.0 DAO CORRECTING ENTRY 0013-2 300.00 111506 Y 0355.1 DAO CORRECTING ENTRY 0014 900.00 031208 Y 1290.1 004 0010-1 -2,144.08 E.W. @ F.A.(+) 100507 Y 0903.0 DAO CORRECTING ENTRY 008 0039 1,349.38 E.W. @ F.A.(+) 032408 N 1395.0 010 0060 696.56 E.W. @ F.A.(+) 012907 Y 297.10 0062 696.56 012607 Y 288.10 0064 755.53 011807 Y 283.10 0065 695.96 022607 Y 280.10 0074 368.08 121506 Y 0271.0 0080 916.55 021207 Y 0325.0 012 0008 2,022.65 E.W. @ F.A.(+) 010208 Y 1197.0 0008-1 -2,022.65 010208 Y 1197.0 DAO CORRECTING ENTRY 013 0021-1 -7,725.00 E.W. @ F.A.(+) 042607 N 013 0 DAO CORRECTING ENTRY 0025 7,725.00 042607 N 0013 0 021 0024 945.12 E.W. @ F.A.(+) 022708 Y 1333.0 0026 1,746.32 050208 Y 1368.0 0027 1,746.32 050508 Y 1369.0 0028 1,746.32 050608 Y 1370.0 0029 355.74 050208 Y 1368.1 0030 3,363.18 042308 Y 1468.0 0032 314.70 060508 Y 1472.0 025 0027 1,242.01 E.W. @ F.A.(+) 082007 N 0834.1 0029 1,446.47 091407 N 0851.1 028 0001 2,022.65 E.W. @ F.A.(+) 010208 Y 1197.1 035 0001 485.41 E.W. @ F.A.(+) 110206 Y 0165.0 048 0001 979.91 E.W. @ F.A.(+) 031807 Y 0363.0 0002 9,968.97 031308 N 1311.0 0003 339.69 032508 N 1404.0 0004 22,801.94 032608 N 1405.0 051 0005 12,464.43 E.W. @ F.A.(+) 030107 N 0350.0 0007 2,474.53 030207 Y 0338.0 053 0001 283.80 E.W. @ F.A.(+) 110106 Y 237.10 0002 712.80 042506 Y 104 0 0003 695.20 071306 Y 105 0 0004 210.10 042506 Y 88 0 064 0003 23,960.52 E.W. @ L.S.(+) 040108 N 064003 069 0001 8,318.18 E.W. @ L.S.(+) 070308 N 069001 071 0008 37,442.00 E.W. @ L.S.(+) 070308 N 071001 075 0001 30,000.00 E.W. @ L.S.(+) 110507 N 383203 0002 31,000.00 A.C. @ L.S.(+) 070308 N 075002 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 07/23/08 EST. NO.30 TIME 01:39 PM 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 --------------------------------------------------------------------------- 077 0001 55,536.22 A.C. @ L.S.(+) 070308 N 077001 087 0002 264,215.23 E.W. @ L.S.(+) 070308 N 383228 089 0002 29,657.84 E.W. @ L.S.(+) 070308 N 089001 090 0001 5,002.00 E.W. @ L.S.(+) 070708 N 090003 093 0001 4,280.00 E.W. @ L.S.(+) 070708 N 093001 096 0003 212,250.00 A.C. @ L.S.(+) 070708 N 096001 098 0004 26,000.00 A.C. @ L.S.(+) 070708 N 098004 101 0005 40,000.00 E.W. @ L.S.(+) 070708 N 383626 105 0001 27,000.00 E.W. @ L.S.(+) 070708 N 105001 910,646.65 TOTAL THIS ESTIMATE 2,402,861.61 TOTAL PREVIOUS ESTIMATE 3,313,508.26 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 07/23/08 EST. NO.30 TIME 01:39 PM 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 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 01:39 PM ESTIMATE NO. 30 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 07/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 07/23/08 LOCATION RERUN 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 19.000 95,000.00 567.000 2,835,000.00 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 0.025 8,750.00 0.760 266,000.00 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 0.660 79,200.00 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 0.025 6,250.00 0.760 190,000.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 13,800.00 322.000 9,660.00 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 2,621.300 117,958.50 25,749.756 1,158,739.02 S) 21 TEMPORARY CRASH CUSHION MODULE EA 300.0000 135,000.00 56.000 16,800.00 937.000 281,100.00 S) 22 ABANDON CULVERT EA 2,800.0000 22,400.00 7.000 19,600.00 PROGRAM CAS145 PAGE 2 DATE 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 01:39 PM ESTIMATE NO. 30 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 07/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 28.100 730.60 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 1,497.900 16,476.90 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 135,350.00 360.500 18,025.00 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 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 01:39 PM ESTIMATE NO. 30 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 07/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 1,316,000.00 888.900 31,111.50 45,608.938 1,596,312.83 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 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 01:39 PM ESTIMATE NO. 30 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 07/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,226,250.00 992.000 124,000.00 7,785.500 973,187.50 F) 81 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 897,840.00 2,839.300 227,144.00 13,793.260 1,103,460.80 F) 82 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 772,320.00 4,489.500 538,740.00 F) 83 STRUCTURE BACKFILL (RETAINING WALL) M3 120.0000 1,312,320.00 647.200 77,664.00 10,410.640 1,249,276.80 F) 84 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 30,660.00 441.000 26,460.00 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 8.000 22,400.00 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 0.168 3,360.00 0.264 5,280.00 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 14,234.020 725,935.02 PROGRAM CAS145 PAGE 5 DATE 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 01:39 PM ESTIMATE NO. 30 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 07/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,236.030 526,453.71 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 11,473.240 1,032,591.60 59,825.370 5,384,283.30 08 ASPHALT CONCRETE (OPEN GRADED) TONN 95.0000 1,064,000.00 0.000 0.00 09 ASPHALT CONCRETE (LEVELING) TONN 95.0000 273,600.00 720.000 68,400.00 763.430 72,525.85 10 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 55.00 0.860 0.86 7.860 7.86 REINFORCING FABRIC) 11 PAVEMENT REINFORCING FABRIC M2 1.5000 85,350.00 16,816.000 25,224.00 21,818.800 32,728.20 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 19.640 9,820.00 68.700 34,350.00 16 CRACK EXISTING CONCRETE PAVEMENT M2 21.0000 777,000.00 27,117.200 569,461.20 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 2,236.870 268,424.40 19 DRIVE STEEL PIPE PILE (360 MM) EA 1,400.0000 242,200.00 170.000 238,000.00 S) 20 FURNISH STEEL PIPE PILING (406 MM) M 158.0000 1,753,010.00 496.540 78,453.32 7,213.660 1,139,758.28 21 DRIVE STEEL PIPE PILE (406 MM) EA 1,300.0000 685,100.00 36.000 46,800.00 449.000 583,700.00 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 458,500.00 863.000 431,500.00 F) 28 STRUCTURAL CONCRETE, BRIDGE M3 986.0000 9,490,250.00 9,058.750 8,931,927.50 F) 29 STRUCTURAL CONCRETE, RETAINING WALL M3 780.0000 3,258,840.00 190.600 148,668.00 4,177.440 3,258,403.20 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 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 01:39 PM ESTIMATE NO. 30 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 07/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.180 3,657.00 220.705 253,810.75 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 199,800.00 132.000 6,600.00 2,844.000 142,200.00 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 6,711.900 1,375,939.50 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 11,165.900 27,914.75 241,866.900 604,667.25 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 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 01:39 PM ESTIMATE NO. 30 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 07/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 01:39 PM ESTIMATE NO. 30 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 07/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 315,000.00 233.300 81,655.00 240.300 84,105.00 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 403,000.00 379.874 246,918.10 CONSTRUCTION) 02 MISCELLANEOUS IRON AND STEEL KG 2.5000 67,000.00 7,170.000 17,925.00 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 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 01:39 PM ESTIMATE NO. 30 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 07/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 227,500.00 713.000 124,775.00 726.000 127,050.00 21 CONCRETE BARRIER (TYPE 60A) M 175.0000 87,150.00 123.000 21,525.00 123.000 21,525.00 F) 22 CONCRETE BARRIER (TYPE 60 MOD) M 275.0000 38,500.00 0.000 0.00 F) 23 CONCRETE BARRIER (TYPE 60C) M 210.0000 319,200.00 975.000 204,750.00 1,102.000 231,420.00 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 20.000 15,000.00 102.500 76,875.00 27 CONCRETE BARRIER (TYPE 732) M 370.0000 461,390.00 1,092.000 404,040.00 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 0.000 0.00 30 CONCRETE BARRIER (TYPE 736A MOD) M 300.0000 165,000.00 866.140 259,842.00 31 CONCRETE BARRIER (TYPE 736 MODIFIED) M 330.0000 50,490.00 53.000 17,490.00 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 1,065.910 490,318.60 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 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 01:39 PM ESTIMATE NO. 30 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 07/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.020 2,000.00 0.877 87,700.00 S) 50 SIGNAL AND LIGHTING (LOCATION 6) LS 100,000.0000 100,000.00 0.012 1,200.00 0.835 83,500.00 S) 51 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 65,000.0000 65,000.00 0.065 4,225.00 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 0.086 51,600.00 0.543 325,800.00 S) (LOCATION 1) 56 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.583 233,200.00 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 0.091 17,745.00 0.424 82,680.00 S) 59 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.398 39,800.00 S) 60 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 120,000.0000 120,000.00 0.058 6,960.00 0.600 72,000.00 S) 61 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 55,000.0000 55,000.00 0.023 1,265.00 0.682 37,510.00 S) 62 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 80,000.0000 80,000.00 0.103 8,240.00 0.481 38,480.00 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 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 01:39 PM ESTIMATE NO. 30 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 07/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 96.935 581,610.00 PIPE (SIGN FND) PROGRAM CAS145 PAGE 12 DATE 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 01:39 PM ESTIMATE NO. 30 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 07/20/08 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,366,162.53 56,663,187.43 ADJUSTMENT OF COMPENSATION 326,137.42 949,937.97 EXTRA WORK 584,509.23 2,363,570.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,276,809.18 59,976,695.69 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 4,276,809.18 66,472,760.69 MATERIALS ON HAND ON SITE 277,012.37 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -529.26 TOTAL 4,276,809.18 66,749,243.80 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 03/27/06 746 04/09/06 04/11/06 04/21/09 572 2 6 0 86% 76% PROGRESS IS SATISFACTORY NOZZARI, S. RAY RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/08