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 12/16/09 EST. NO.45 TIME 10:25 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 0639 782.07 E.W. @ F.A.(+) 111406 N 7160.0 0639-1 -782.07 111406 N 7160.0 DAO CORRECTING ENTRY 0640 106.83 012909 Y 7161.0 0640-1 -106.83 012909 Y 7161.0 DAO CORRECTING ENTRY 0643 181.53 102108 Y 1797.1 0643-1 -181.53 102108 Y 1797.1 DAO CORRECTING ENTRY 0644 272.29 102308 Y 1798.1 0644-1 -272.29 102308 Y 1798.1 DAO CORRECTING ENTRY 0648 1,895.91 110606 Y 253.10 0648-1 -1,895.91 110606 Y 253.10 DAO CORRECTING ENTRY 002 0009 746.80 A.C. @ U.P.(+) 113006 Y 0207.0 006 0035 273.95 E.W. @ F.A.(+) 022508 N 1233.1 0036 781.50 022608 N 1236.1 0037 2,173.77 022108 Y 1248.1 0038 71.92 041708 Y 1328.1 0039 782.07 111406 N 7160.1 0040 181.53 102108 Y 1797.2 0041 272.29 102308 Y 1798.2 0042 1,895.91 110606 Y 253.20 007 0008 700.49 E.W. @ F.A.(+) 061906 N 86.1 0 0009 784.64 062706 N 87.1 0 011 0018 322.23 E.W. @ F.A.(+) 073106 Y 0112.1 012 0009 617.91 E.W. @ F.A.(+) 072508 Y 1575.1 0010 1,841.99 090208 Y 1679.1 0011 3,787.30 090908 Y 1680.1 013 0024 7,051.96 E.W. @ F.A.(+) 041807 N 1277.0 018 0022 3,765.81 E.W. @ F.A.(+) 041007 N NOPC14 019 0008 893.85 E.W. @ F.A.(+) 082608 Y 1729.0 0009 558.65 082708 Y 1730.0 0010 881.16 082108 Y 1825.0 021 0042 1,129.08 E.W. @ F.A.(+) 072408 Y 1574.0 0043 617.91 072508 Y 1575.0 0043-1 -617.91 072508 Y 1575.0 DAO CORRECTING ENTRY 028 0002 4,208.68 E.W. @ F.A.(+) 011309 N 2042.2 032 0016 149.64 E.W. @ F.A.(+) 040208 Y 1576.0 0017 699.42 050508 Y 1625.0 0023 333.80 112607 Y 1010.1 0027 244.55 121107 Y 1102.1 0035 193.29 121207 Y 1006.1 0041 1,353.26 112107 Y 2014.0 050 0007 718.00 E.W. @ F.A.(+) 030909 Y 7107.3 0008 61.05 030509 Y 7163.0 0009 5,040.49 120508 N 1878.1 056 0038 172.61 E.W. @ F.A.(+) 050207 Y 0561.1 059 0035 1,293.25 E.W. @ F.A.(+) 083007 Y 0814.0 085 0025 4,551.72 E.W. @ F.A.(+) 103107 Y 1210.0 0026 5,210.11 113007 Y 1211.0 0027 5,316.37 123107 Y 1212.0 112 0001 3,289.20 E.W. @ L.S.(+) 111009 N 112-01 116 0016 6,033.78 E.W. @ F.A.(+) 062409 Y 7168.0 120 0019 8,003.79 E.W. @ F.A.(+) 041009 Y 7150.1 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 12/16/09 EST. NO.45 TIME 10:25 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 --------------------------------------------------------------------------- 0020 1,999.43 041309 Y 7122.3 0020-1 -1,999.43 041309 Y 7122.3 DAO CORRECTING ENTRY 126 0012 2,439.23 E.W. @ F.A.(+) 102908 N 1791.0 0014 1,952.77 103108 N 1793.0 131 0015-1 -9,540.12 E.W. @ F.A.(+) 112608 N 527549 DAO CORRECTING ENTRY 0016 7,794.81 112608 N 16-GC3 132 0102 48.05 E.W. @ F.A.(+) 041309 Y 7148.0 0103 35.19 041309 Y 7149.0 0115 500.47 112508 Y 1913.2 0118 3,878.16 082508 Y 1685.2 0120 396.00 081208 Y 1771.2 135 0009 3,215.82 E.W. @ F.A.(+) 110408 Y 2082.0 0016 2,583.58 111208 Y 2062.1 0018 2,641.80 031709 Y 7121.1 0019 1,999.43 041309 Y 7122.1 145 0001 182,438.10 A.C. @ L.S.(+) 120809 N 1 0 276,771.11 TOTAL THIS ESTIMATE 7,795,084.67 TOTAL PREVIOUS ESTIMATE 8,071,855.78 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 12/16/09 EST. NO.45 TIME 10:25 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 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:25 AM ESTIMATE NO. 45 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 04/21/09 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/16/09 LOCATION RERUN SEMI-FINAL 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 1.000 3,600.00 03 TIME-RELATED OVERHEAD WDAY 5,000.0000 3,730,000.00 752.000 3,760,000.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 4,800.00 275.000 5,500.00 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 1.000 350,000.00 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 26,000.00 798.750 10,383.75 S) 11 TEMPORARY CREEK DIVERSION SYSTEM LS 120,000.0000 120,000.00 1.000 120,000.00 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 40,000.00 10.000 40,000.00 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 8,220.490 98,645.88 15 TEMPORARY DRAINAGE INLET PROTECTION EA 650.0000 19,500.00 58.000 37,700.00 16 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 1.000 40,000.00 S) 17 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 1.000 250,000.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 13,800.00 1,615.000 48,450.00 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 26,752.493 1,203,862.19 S) 21 TEMPORARY CRASH CUSHION MODULE EA 300.0000 135,000.00 1,035.000 310,500.00 S) 22 ABANDON CULVERT EA 2,800.0000 22,400.00 12.000 33,600.00 PROGRAM CAS145 PAGE 2 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:25 AM ESTIMATE NO. 45 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 04/21/09 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 3,300.00 24 CLEAN DRAINAGE FACILITIES EA 7,000.0000 210,000.00 38.000 266,000.00 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 2,257.900 45,158.00 27 REMOVE METAL BEAM GUARD RAILING M 26.0000 25,480.00 1,471.570 38,260.82 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 24,545.179 49,090.36 32 REMOVE PAINTED PAVEMENT MARKING M2 50.0000 11,500.00 127.985 6,399.25 33 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 26,800.00 12,061.346 24,122.69 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 7,341.470 36,707.35 (YELLOW) 36 REMOVE PAVEMENT MARKER EA 2.0000 26,600.00 3,903.000 7,806.00 37 REMOVE ROADSIDE SIGN EA 125.0000 5,125.00 43.000 5,375.00 38 REMOVE SIGN STRUCTURE EA 8,000.0000 48,000.00 6.000 48,000.00 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 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 110,450.00 443.760 104,283.60 43 REMOVE INLET EA 725.0000 17,400.00 29.000 21,025.00 44 REMOVE HEADWALL EA 850.0000 11,050.00 16.000 13,600.00 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 7.000 1,400.00 PROGRAM CAS145 PAGE 3 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:25 AM ESTIMATE NO. 45 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 04/21/09 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 64.770 3,886.20 51 ADJUST INLET EA 1,900.0000 7,600.00 4.000 7,600.00 52 ADJUST FRAME AND GRATE TO GRADE EA 1,000.0000 6,000.00 6.000 6,000.00 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 5,878.110 105,805.98 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 44.000 13,200.00 72 CLEARING AND GRUBBING LS 240,000.0000 240,000.00 1.000 240,000.00 73 DEVELOP WATER SUPPLY LS 9,000.0000 9,000.00 1.000 9,000.00 74 ROADWAY EXCAVATION M3 35.0000 1,316,000.00 49,696.438 1,739,375.33 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 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:25 AM ESTIMATE NO. 45 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 04/21/09 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.830 11,479.00 80 STRUCTURE EXCAVATION (BRIDGE) M3 125.0000 1,226,250.00 9,813.500 1,226,687.50 F) 81 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 897,840.00 11,290.000 903,200.00 F) 82 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 772,320.00 6,438.500 772,620.00 F) 83 STRUCTURE BACKFILL (RETAINING WALL) M3 120.0000 1,312,320.00 11,102.000 1,332,240.00 F) 84 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 30,660.00 511.000 30,660.00 F) WALL) 85 DITCH EXCAVATION M3 60.0000 3,300.00 920.000 55,200.00 86 HIGHWAY PLANTING LS 20,000.0000 20,000.00 1.000 20,000.00 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 18.486 14,788.80 89 FIBER (EROSION CONTROL) KG 3.5000 5,845.00 2,958.560 10,354.96 S) 90 FIBER ROLLS M 15.0000 45,000.00 4,607.250 69,108.75 S) 91 COMPOST (EROSION CONTROL) M3 500.0000 5,200.00 11.227 5,613.50 S) 92 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,800.0000 33,600.00 10.000 28,000.00 S) 93 PURE LIVE SEED (EROSION CONTROL) KG 160.0000 33,600.00 309.270 49,483.20 94 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 1,850.00 646.960 3,234.80 S) 95 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 1.000 20,000.00 S) 96 MAINTAIN EXISTING IRRIGATION FACILITIES LS 200,000.0000 200,000.00 1.000 200,000.00 97 IRRIGATION SYSTEM LS 320,000.0000 320,000.00 1.000 320,000.00 S) 98 NPS 3 SUPPLY LINE (BRIDGE) M 250.0000 58,000.00 232.000 58,000.00 F) 99 200 MM WELDED STEEL PIPE CONDUIT M 350.0000 59,500.00 170.000 59,500.00 S) (6.35 MM THICK) 00 EXTEND 250 MM CONDUIT M 400.0000 12,000.00 30.000 12,000.00 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 15,995.720 815,781.72 PROGRAM CAS145 PAGE 5 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:25 AM ESTIMATE NO. 45 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 04/21/09 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,323.430 588,435.51 05 CEMENT TREATED BASE M3 255.0000 935,850.00 4,106.730 1,047,216.15 (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 76,676.030 6,900,842.70 08 ASPHALT CONCRETE (OPEN GRADED) TONN 95.0000 1,064,000.00 9,261.510 879,843.45 09 ASPHALT CONCRETE (LEVELING) TONN 95.0000 273,600.00 3,645.020 346,276.90 10 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 55.00 33.470 33.47 REINFORCING FABRIC) 11 PAVEMENT REINFORCING FABRIC M2 1.5000 85,350.00 41,000.320 61,500.48 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 1,837.943 15,622.52 14 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 4,680.00 779.420 9,353.04 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 70,000.00 132.200 66,100.00 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 2,250.870 270,104.40 19 DRIVE STEEL PIPE PILE (360 MM) EA 1,400.0000 242,200.00 171.000 239,400.00 S) 20 FURNISH STEEL PIPE PILING (406 MM) M 158.0000 1,753,010.00 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 1.000 420,000.00 S) 27 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 458,500.00 917.000 458,500.00 F) 28 STRUCTURAL CONCRETE, BRIDGE M3 986.0000 9,490,250.00 9,702.000 9,566,172.00 F) 29 STRUCTURAL CONCRETE, RETAINING WALL M3 780.0000 3,258,840.00 4,241.000 3,307,980.00 F) 30 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 618,150.00 956.000 621,400.00 F) (TYPE N) PROGRAM CAS145 PAGE 6 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:25 AM ESTIMATE NO. 45 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 04/21/09 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.220 12,880.00 34 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 368,000.00 325.770 374,635.50 F) 35 MINOR CONCRETE (BACKFILL) M3 300.0000 39,000.00 261.320 78,396.00 36 PAVING NOTCH EXTENSION M3 6,000.0000 24,000.00 4.000 24,000.00 37 ARCHITECTURAL TREATMENT M2 100.0000 71,200.00 712.000 71,200.00 F) 38 FRACTURED RIB TEXTURE M2 50.0000 199,800.00 3,996.000 199,800.00 F) 39 DRILL AND BOND DOWEL M 55.0000 17,930.00 518.000 28,490.00 40 CLEAN EXPANSION JOINT M 500.0000 22,500.00 45.000 22,500.00 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 163,350.00 396.000 217,800.00 F) 45 REFINISH BRIDGE DECK M2 100.0000 10,700.00 107.000 10,700.00 46 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 205.0000 1,315,485.00 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 8,400.00 114.000 11,400.00 S) 50 JOINT SEAL (MR 30 MM) M 180.0000 17,820.00 88.000 15,840.00 S) 51 JOINT SEAL (MR 40 MM) M 190.0000 41,420.00 218.000 41,420.00 S) 52 JOINT SEAL (MR 50 MM) M 240.0000 22,800.00 86.000 20,640.00 S) 53 BAR REINFORCING STEEL KG 1.5000 34,350.00 22,900.000 34,350.00 SF) 54 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 3,835,263.60 2,141,018.000 3,853,832.40 SF) 55 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 578,527.50 229,433.000 573,582.50 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 11,342.000 28,355.00 SF) PROGRAM CAS145 PAGE 7 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:25 AM ESTIMATE NO. 45 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 04/21/09 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,928.000 39,424.00 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 1,065,320.00 133,165.000 1,065,320.00 F) 63 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 66,582.50 133,165.000 66,582.50 SF) 64 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 20.0000 5,200.00 260.000 5,200.00 F) WITHOUT WALKWAY) 65 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 20.0000 5,200.00 260.000 5,200.00 SF)WITHOUT WALKWAY) 66 760 MM CAST-IN-DRILLED-HOLE M 3,000.0000 39,000.00 13.400 40,200.00 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 F) 70 ROADSIDE SIGN - ONE POST EA 300.0000 13,200.00 40.000 12,000.00 71 ROADSIDE SIGN - TWO POST EA 550.0000 8,250.00 12.000 6,600.00 72 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 800.00 8.000 800.00 METHOD) 73 INSTALL SIGN OVERLAY M2 300.0000 2,130.00 7.100 2,130.00 74 300 MM ALTERNATIVE PIPE CULVERT M 200.0000 5,000.00 29.100 5,820.00 75 450 MM ALTERNATIVE PIPE CULVERT M 320.0000 896,000.00 3,377.807 1,080,898.24 76 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 29,250.00 88.000 28,600.00 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 56.540 39,578.00 79 450 MM REINFORCED CONCRETE PIPE M 800.0000 13,600.00 20.300 16,240.00 80 600 MM REINFORCED CONCRETE PIPE M 800.0000 9,600.00 11.100 8,880.00 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 18.000 21,600.00 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 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:25 AM ESTIMATE NO. 45 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 04/21/09 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.700 3,201.00 DOWNDRAIN JOINTS 88 450 MM ALTERNATIVE SLOTTED PIPE M 350.0000 315,000.00 652.300 228,305.00 89 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 300.0000 48,000.00 155.006 46,501.80 (2.01 MM THICK) 90 300 MM ANCHOR ASSEMBLY EA 300.0000 6,000.00 22.000 6,600.00 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 2.000 650.00 93 450 MM ALTERNATIVE FLARED END SECTION EA 450.0000 1,350.00 3.000 1,350.00 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 48.500 10,670.00 (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 21.900 39,420.00 00 ROCK SLOPE PROTECTION FABRIC M2 10.0000 1,000.00 538.600 5,386.00 01 MINOR CONCRETE (MISCELLANEOUS M3 650.0000 403,000.00 654.734 425,577.10 CONSTRUCTION) 02 MISCELLANEOUS IRON AND STEEL KG 2.5000 67,000.00 27,352.000 68,380.00 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 5,672.000 56,720.00 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 7,500.00 290.520 43,578.00 S) 08 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 14,000.00 14.000 28,000.00 S) 09 DELINEATOR (CLASS 1) EA 35.0000 2,520.00 44.000 1,540.00 10 OBJECT MARKER (TYPE L-1) EA 50.0000 500.00 10.000 500.00 11 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 89,000.00 1,615.518 161,551.80 S) PROGRAM CAS145 PAGE 9 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:25 AM ESTIMATE NO. 45 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 04/21/09 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 17,500.00 250.000 17,500.00 14 TERMINAL SECTION (TYPE B) EA 150.0000 600.00 15.000 2,250.00 S) 15 END SECTION EA 100.0000 600.00 8.000 800.00 S) 16 TERMINAL SYSTEM (TYPE CAT) EA 6,000.0000 6,000.00 1.000 6,000.00 17 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 5,000.00 9.000 9,000.00 S) 18 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 2,700.00 3.000 8,100.00 19 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 17,600.00 11.000 24,200.00 20 CONCRETE BARRIER (TYPE 60) M 175.0000 227,500.00 1,205.000 210,875.00 21 CONCRETE BARRIER (TYPE 60A) M 175.0000 87,150.00 498.000 87,150.00 F) 22 CONCRETE BARRIER (TYPE 60 MOD) M 275.0000 38,500.00 140.000 38,500.00 F) 23 CONCRETE BARRIER (TYPE 60C) M 210.0000 319,200.00 1,463.230 307,278.30 24 CONCRETE BARRIER (TYPE 60C MOD) M 400.0000 508,000.00 1,212.620 485,048.00 25 CONCRETE BARRIER (TYPE 60E MOD) M 500.0000 41,000.00 0.000 0.00 26 CONCRETE BARRIER (TYPE 60GE) M 750.0000 48,750.00 120.100 90,075.00 27 CONCRETE BARRIER (TYPE 732) M 370.0000 461,390.00 1,245.300 460,761.00 F) 28 CONCRETE BARRIER (TYPE 732A) M 250.0000 195,000.00 779.260 194,815.00 29 CONCRETE BARRIER (TYPE 732A MOD) M 250.0000 40,000.00 152.540 38,135.00 30 CONCRETE BARRIER (TYPE 736A MOD) M 300.0000 165,000.00 815.840 244,752.00 31 CONCRETE BARRIER (TYPE 736 MODIFIED) M 330.0000 50,490.00 162.000 53,460.00 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 1,074.910 494,458.60 34 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 20,500.00 487.680 24,384.00 S) 35 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 26,000.00 25,496.847 25,496.85 S) 36 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 11,460.00 4,869.000 14,607.00 S) 37 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,440.00 2,373.000 4,746.00 S) (BROKEN 3.66 M - 0.92 M) 38 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 150.00 283.000 283.00 S) (BROKEN 1.83 M - 0.30 M) PROGRAM CAS145 PAGE 10 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:25 AM ESTIMATE NO. 45 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 04/21/09 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 510.00 216.000 216.00 S) (BROKEN 5.18 M - 2.14 M) 40 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 45,700.00 41,043.931 41,043.93 S) 41 PAINT PAVEMENT MARKING M2 40.0000 9,200.00 447.828 17,913.12 S) 42 PAVEMENT MARKER (NON-REFLECTIVE TYPE A) EA 2.0000 21,800.00 10,907.000 21,814.00 S) 43 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 840.00 135.000 540.00 S) TYPE C) 44 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 18,000.00 4,836.000 19,344.00 S) TYPE G) 45 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 11,200.00 2,925.000 11,700.00 S) TYPE H) 46 PAVEMENT MARKER EA 4.0000 380.00 82.000 328.00 S) (RETROREFLECTIVE-SPECIAL TYPE D) 47 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 48 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 49 SIGNAL AND LIGHTING (LOCATION 5) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 50 SIGNAL AND LIGHTING (LOCATION 6) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 51 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 65,000.0000 65,000.00 1.000 65,000.00 S) (LOCATION 5) 52 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 55,000.0000 55,000.00 1.000 55,000.00 S) (LOCATION 6) 53 LIGHTING AND SIGN ILLUMINATION LS 25,000.0000 25,000.00 1.000 25,000.00 S) (STAGE CONSTRUCTION-LOCATION 1) 54 LIGHTING AND SIGN ILLUMINATION LS 45,000.0000 45,000.00 1.000 45,000.00 S) (STAGE CONSTRUCTION-LOCATION 2) 55 LIGHTING AND SIGN ILLUMINATION LS 600,000.0000 600,000.00 1.000 600,000.00 S) (LOCATION 1) 56 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 1.000 400,000.00 S) (LOCATION 2) 57 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 4,000.0000 4,000.00 1.000 4,000.00 S) 58 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 195,000.0000 195,000.00 1.000 195,000.00 S) 59 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 60 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 120,000.0000 120,000.00 1.000 120,000.00 S) 61 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 55,000.0000 55,000.00 1.000 55,000.00 S) 62 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 63 CAMERA UNIT EA 7,000.0000 21,000.00 3.000 21,000.00 S) 64 PAN AND TILT UNIT EA 4,000.0000 12,000.00 3.000 12,000.00 S) 65 CAMERA CONTROL UNIT EA 4,200.0000 12,600.00 3.000 12,600.00 S) PROGRAM CAS145 PAGE 11 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:25 AM ESTIMATE NO. 45 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 04/21/09 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 75,000.00 S) 67 INTEGRATED SERVICE DIGITAL NETWORK EA 1,000.0000 3,000.00 3.000 3,000.00 S) TERMINAL ADAPTER 68 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,500.0000 20,000.00 8.000 20,000.00 S) MODEM ASSEMBLY 69 DIAL-UP MODEM EA 700.0000 700.00 1.000 700.00 S) 70 EXTINGUISHABLE MESSAGE SIGN RADIO EA 1,800.0000 16,200.00 9.000 16,200.00 S) CONTROLLER ASSEMBLY 71 EXTINGUISHABLE MESSAGE SIGN PANEL EA 10,000.0000 120,000.00 12.000 120,000.00 S) 72 HIGHWAY ADVISORY RADIO SYSTEM EA 55,000.0000 55,000.00 1.000 55,000.00 S) 73 LONG LEAD-IN CABLE LOOP DETECTOR SENSOR EA 500.0000 7,500.00 15.000 7,500.00 S) UNIT 74 EMERGENCY VEHICLE DETECTOR SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 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 4,371.470 153,001.45 (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 528,000.00 104.535 627,210.00 PIPE (SIGN FND) PROGRAM CAS145 PAGE 12 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:25 AM ESTIMATE NO. 45 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 04/21/09 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 66,178,870.30 ADJUSTMENT OF COMPENSATION 183,184.90 2,886,466.18 EXTRA WORK 93,586.21 5,185,389.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 276,771.11 74,250,726.08 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 276,771.11 80,746,791.08 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -529.26 TOTAL 276,771.11 80,746,261.82 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/27/06 746 04/09/06 04/11/06 04/21/09 2 6 0 0 100% 100% NOZZARI, S. RAY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/16/09