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 11/22/10 EST. NO.24 TIME 07:58 AM R.E. NAME: S RAY NOZZARI 04-0A10U4 --------------------------------------------------------------------------- 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 0032 346.47 E.W. @ F.A.(+) 071609 N 0979.1 0033 260.25 082709 N 0987.1 0035 2,209.46 082709 N 617021 003 0027 257.40 E.W. @ F.A.(+) 092810 N 1443.0 004 0021 115.40 E.W. @ F.A.(+) 092010 N 1422.1 0022 600.00 092110 N 1444.1 014 0160 2,757.04 E.W. @ F.A.(+) 082510 N 1413.0 0162 2,924.66 111609 N 1415.0 0163 3,756.87 112309 N 1416.0 0164 2,126.12 112509 N 1417.0 0165 1,944.53 121009 N 1418.0 0167 1,371.03 122209 N 1420.0 0172 951.83 083110 N 1425.0 0173 1,685.33 090110 N 1426.0 0174 1,835.81 090310 N 1430.0 0175 2,762.98 090810 N 1431.0 0176 1,414.89 101510 N 1466.0 0177 1,233.99 100710 N 1463.0 0178 1,165.68 100810 N 1464.0 0179 785.58 101410 N 1465.0 015 0107 866.70 E.W. @ F.A.(+) 091010 N 1436.0 0108 768.64 091310 N 1438.0 025 0011 577.82 E.W. @ F.A.(+) 061709 N 0860.0 028 0039 3,167.01 E.W. @ F.A.(+) 100810 N 1455.0 0040 1,920.98 101110 N 1456.0 033 0033 913.68 E.W. @ F.A.(+) 081610 N 1380.0 037 0011 7,122.70 E.W. @ F.A.(+) 092910 N 1451.0 0012 4,422.82 101110 N 1460.1 060 0004 30,000.00 A.C. @ L.S.(+) 102010 N 60-010 0005 23,504.75 A.C. @ U.P.(+) 102010 N 60-012 070 0001 36,433.00 A.C. @ L.S.(+) 102010 N 70-A 0 0002 260,788.02 E.W. @ U.P (+) 102010 N 70-B 0 072 0071 2,546.10 E.W. @ F.A.(+) 090110 N 1427.0 0074 1,328.65 070910 N 1298.0 0075 9,273.57 071310 N 1300.0 0076 7,611.78 072010 N 1316.0 088 0047 3,017.07 E.W. @ F.A.(+) 071610 N 1314.0 096 0005 1,775.03 E.W. @ F.A.(+) 082610 Y 1423.0 0006 10,018.74 081810 Y 1467.0 097 0029 2,097.37 E.W. @ F.A.(+) 090310 N 1407.0 0031 158.00 090310 N 1407.1 0032 3,847.84 082510 N 1424.0 105 0032 1,875.72 E.W. @ F.A.(+) 091010 N 1437.0 106 0001 6,928.00 E.W. @ L.S.(+) 091510 N CCO106 107 0001 912.27 E.W. @ F.A.(+) 102110 N 1461.0 114 0003 468.48 E.W. @ F.A.(+) 092810 N FWI130 0004 4,375.00 A.C. @ U.P.(+) 111810 N 114-40 122 0074 1,261.30 E.W. @ F.A.(+) 092210 N 1441.0 0075 1,126.48 100710 N 1452.0 0078 4,629.56 070710 N 1296.0 125 0001 3,126.07 E.W. @ F.A.(+) 051810 N 1276.0 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 11/22/10 EST. NO.24 TIME 07:58 AM R.E. NAME: S RAY NOZZARI 04-0A10U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0002 2,742.43 051910 N 1277.0 127 0001 8,081.00 E.W. @ L.S.(+) 091510 N CCO127 129 0001 21,421.66 E.W. @ F.A.(+) 072610 N 1339.0 0002 9,462.08 072710 N 1342.0 0003 5,568.36 072810 N 1344.0 0004 2,701.70 073010 N 1351.0 0006 5,591.72 080210 N 1358.0 0007 1,043.98 080510 N 1364.0 0008 2,693.45 080610 N 1366.0 131 0001 4,337.52 E.W. @ F.A.(+) 071310 N 1301.0 0005 6,014.83 072010 N 1317.0 133 0001 1,079.77 E.W. @ F.A.(+) 080910 N 1410.0 0002 799.37 090210 N 1429.0 0003 1,025.21 092310 N 1433.0 0004 755.44 092410 N 1434.0 0005 11,907.00 E.W. @ U.P (+) 111810 N 133-50 138 0001 8,029.00 E.W. @ L.S.(+) 111810 N 138-60 560,622.99 TOTAL THIS ESTIMATE 8,393,472.54 TOTAL PREVIOUS ESTIMATE 8,954,095.53 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 11/22/10 EST. NO.24 TIME 07:58 AM R.E. NAME: S RAY NOZZARI 04-0A10U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DAMAMGE/PROPERTIES -50,000.00 21 DAMAGE/PROPERTIES -50,000.00 22 REVERSING DEDUCTION 5,000.00 23 DAMAGE REPAIR 75,000.00 24 ENVIRON/PERMIT -295,000.00 24 -220,000.00 -315,000.00 TOTAL DEDUCTIONS -220,000.00 -315,000.00 PROGRAM CAS145 PAGE 1 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 07:58 AM ESTIMATE NO. 24 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/22/10 LOCATION PROGRESS ESTIMATE 04-SON-101-21.7/29.3 ----------------- O. C. JONES & SONS, INC IN SONOMA COUNTY IN AND NEAR SANTA 1520 FOURTH STREET ROSA AND AT WINDSOR FROM 0.5 KM N OF STEELE LANE UNDERCROSSING TO 0.5 KM N OF WINDSOR LANE UC FED. AID NO. ACNH-Q101(148)E ,HPLU-6204(69) ,L-6204(69) WIDEN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250.00 02 TIME-RELATED OVERHEAD LS 500,000.0000 500,000.00 0.034 17,000.00 0.957 478,500.00 03 TEMPORARY FENCE (TYPE ESA) M 6.0000 12,300.00 5,730.600 34,383.60 04 CONSTRUCTION SITE MANAGEMENT LS 70,000.0000 70,000.00 0.034 2,380.00 0.957 66,990.00 05 HEALTH AND SAFETY PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 06 PREPARE STORM WATER POLLUTION LS 7,000.0000 7,000.00 0.500 3,500.00 S) PREVENTION PLAN 07 TEMPORARY SILT FENCE M 6.0000 140,400.00 8,453.320 50,719.92 08 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 28,000.00 15.000 30,000.00 09 DEWATERING/NON STORM WATER DISCHARGE LS 50,000.0000 50,000.00 0.700 35,000.00 10 TEMPORARY CHECK DAM M 10.0000 2,400.00 7,073.800 70,738.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 18,750.00 188.000 47,000.00 12 STREET SWEEPING LS 50,000.0000 50,000.00 0.034 1,700.00 0.957 47,850.00 13 TEMPORARY CONCRETE WASHOUT BIN EA 1,200.0000 52,800.00 16.000 19,200.00 14 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.750 18,750.00 S) 15 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.034 6,800.00 0.957 191,400.00 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 11,000.00 1,403.000 35,075.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.600 18,000.00 S) 18 TEMPORARY RAILING (TYPE K) M 21.0000 1,396,500.00 55,719.200 1,170,103.20 S) 19 TEMPORARY CRASH CUSHION MODULE EA 175.0000 11,200.00 1,080.000 189,000.00 S) 20 ABANDON CULVERT M 65.0000 10,400.00 383.000 24,895.00 21 OBLITERATE SURFACING M2 4.0000 20,360.00 2,943.500 11,774.00 22 REMOVE FENCE M 10.0000 12,800.00 996.100 9,961.00 PROGRAM CAS145 PAGE 2 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 07:58 AM ESTIMATE NO. 24 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE METAL BEAM GUARD RAILING M 12.0000 12,000.00 860.900 10,330.80 24 REMOVE FLARED END SECTION EA 200.0000 1,600.00 7.000 1,400.00 25 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.4000 41,160.00 26,592.000 37,228.80 STRIPE 26 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.7000 30,520.00 7,237.700 5,066.39 27 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 3,600.00 43.940 1,318.20 28 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.7000 95,200.00 0.000 0.00 (STAGE CONSTRUCTION) 29 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 100.0000 230.00 0.000 0.00 (STAGE CONSTRUCTION) 30 REMOVE PAVEMENT MARKER EA 0.5000 12,050.00 24,648.000 12,324.00 (STAGE CONSTRUCTION) 31 REMOVE PAVEMENT MARKER EA 0.5000 10,200.00 12,729.000 6,364.50 32 REMOVE ROADSIDE SIGN EA 100.0000 1,000.00 9.000 900.00 33 REMOVE SIGN STRUCTURE EA 5,000.0000 65,000.00 13.000 65,000.00 34 REMOVE PIPE M 120.0000 11,400.00 92.500 11,100.00 35 REMOVE INLET EA 500.0000 5,000.00 8.000 4,000.00 36 REMOVE HEADWALL EA 1,000.0000 29,000.00 24.000 24,000.00 37 REMOVE REINFORCED CONCRETE BOX CULVERT M3 1,000.0000 2,000.00 1.600 1,600.00 38 REMOVE DOUBLE THRIE BEAM BARRIER M 10.0000 99,600.00 9,950.500 99,505.00 39 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0.00 40 ADJUST INLET EA 1,500.0000 3,000.00 1.000 1,500.00 41 MODIFY INLET EA 1,500.0000 6,000.00 3.000 4,500.00 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 26,640.00 23,934.500 95,738.00 S) 43 REMOVE CONCRETE M3 200.0000 17,400.00 88.220 17,644.00 44 REMOVE CONCRETE BARRIER M 40.0000 39,600.00 829.300 33,172.00 45 CLEAN BRIDGE DECK M2 4.0000 8,480.00 0.000 0.00 46 VIBRATION MONITORING LS 15,000.0000 15,000.00 0.000 0.00 S) 47 CAP INLET EA 1,000.0000 24,000.00 21.000 21,000.00 48 REMOVE CRASH CUSHION ARRAY (SAND FILLED) EA 900.0000 9,900.00 11.000 9,900.00 49 BRIDGE REMOVAL (PORTION), LOCATION A LS 50,000.0000 50,000.00 1.000 50,000.00 F) PROGRAM CAS145 PAGE 3 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 07:58 AM ESTIMATE NO. 24 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,000.0000 30,000.00 1.000 30,000.00 F) 51 BRIDGE REMOVAL (PORTION), LOCATION C LS 30,000.0000 30,000.00 1.000 30,000.00 F) 52 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 53 REMOVE TREE EA 500.0000 225,000.00 588.000 294,000.00 54 ROADWAY EXCAVATION M3 22.0000 2,420,000.00 83,166.300 1,829,658.60 55 ROADWAY EXCAVATION (TYPE Y-1) M3 16.0000 305,600.00 28,518.960 456,303.36 (AERIALLY DEPOSITED LEAD) 56 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 57 STRUCTURE EXCAVATION (BRIDGE) M3 300.0000 68,400.00 232.000 69,600.00 F) 58 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.0000 107,765.00 3,268.000 114,380.00 F) 59 STRUCTURE EXCAVATION (TYPE Y-1) M3 100.0000 3,200.00 336.000 33,600.00 F) (AERIALLY DEPOSITED LEAD) (RETAINING WALL) 60 STRUCTURE BACKFILL (BRIDGE) M3 300.0000 36,600.00 128.000 38,400.00 F) 61 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 236,850.00 3,539.000 265,425.00 F) 62 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 16,500.00 165.000 16,500.00 F) WALL) 63 SAND BACKFILL M3 200.0000 4,600.00 22.500 4,500.00 64 EROSION CONTROL (TYPE D) HA 7,500.0000 75,000.00 20.600 154,500.00 S) 65 BIOFILTRATION STRIPS HA 35,000.0000 59,500.00 0.300 10,500.00 S) 66 EROSION CONTROL (NETTING) M2 4.0000 17,200.00 9,296.920 37,187.68 S) 67 FIBER ROLLS M 5.0000 127,500.00 28,792.600 143,963.00 68 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 6.000 3,000.00 S) 69 WATER METER (50 MM) EA 10,000.0000 60,000.00 0.000 0.00 S) 70 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE EA 2,500.0000 15,000.00 0.000 0.00 S) 71 50 MM BACKFLOW PREVENTER ASSEMBLY EA 3,000.0000 18,000.00 0.000 0.00 S) 72 200 MM CORRUGATED HIGH DENSITY M 225.0000 36,000.00 192.182 43,240.95 POLYETHYLENE PIPE CONDUIT 73 LIME TONN 173.0000 1,188,510.00 5,133.210 888,045.33 74 LIME STABILIZATION M2 2.8000 406,000.00 90,665.170 253,862.48 75 CLASS 4 AGGREGATE SUBBASE M3 11.0000 514,800.00 66,306.000 729,366.00 PROGRAM CAS145 PAGE 4 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 07:58 AM ESTIMATE NO. 24 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 CLASS 3 AGGREGATE BASE M3 70.0000 435,400.00 10,005.000 700,350.00 77 ASPHALTIC EMULSION (CURING SEAL) TONN 800.0000 77,600.00 56.950 45,560.00 78 LEAN CONCRETE BASE M3 170.0000 6,630,000.00 33,561.004 5,705,370.68 79 ASPHALT CONCRETE TONN 125.0000 24,750,000.00 200,573.170 25,071,646.25 80 ASPHALT CONCRETE (OPEN GRADED) TONN 145.0000 3,378,500.00 22,539.860 3,268,279.70 81 ASPHALT CONCRETE (LEVELING) TONN 125.0000 2,300,000.00 16,433.420 2,054,177.50 82 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 160.0000 7,232,000.00 42,883.040 6,861,286.40 83 PAVING ASPHALT (BINDER-PAVEMENT TONN 10.0000 4,200.00 131.190 1,311.90 REINFORCING FABRIC) 84 PAVEMENT REINFORCING FABRIC M2 1.9000 342,000.00 179,698.500 341,427.15 85 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 3,600.00 114.570 6,874.20 AREA) 86 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.5000 840.00 250.600 877.10 87 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 9,695.00 2,907.400 10,175.90 88 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.5000 700.00 751.100 2,628.85 89 SHOULDER RUMBLE STRIP STA 70.0000 16,800.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 90 REPLACE CONCRETE PAVEMENT M3 650.0000 2,405,000.00 1,576.530 1,024,744.50 (RAPID STRENGTH CONCRETE) 91 TIE BAR (DRILL AND BOND) EA 20.0000 47,200.00 3,905.000 78,100.00 92 CRACK EXISTING CONCRETE PAVEMENT M2 0.6000 92,400.00 153,978.900 92,387.34 93 GRIND EXISTING CONCRETE M2 19.0000 46,740.00 4,088.000 77,672.00 S) PAVEMENT 94 FURNISH PILING (CLASS 900) M 35.0000 9,555.00 321.000 11,235.00 (ALTERNATIVE Y) 95 DRIVE PILE (CLASS 900) (ALTERNATIVE Y) EA 2,500.0000 50,000.00 20.000 50,000.00 S) 96 FURNISH PILING (CLASS 900) M 45.0000 17,595.00 434.000 19,530.00 97 DRIVE PILE (CLASS 900) EA 2,500.0000 75,000.00 30.000 75,000.00 S) 98 FURNISH PILING (CLASS 625 MODIFIED) M 40.0000 4,040.00 101.000 4,040.00 99 DRIVE PILE (CLASS 625 MODIFIED) EA 2,500.0000 20,000.00 8.000 20,000.00 S) 00 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 480,000.00 482.600 482,600.00 F) 01 STRUCTURAL CONCRETE, RETAINING WALL M3 750.0000 840,000.00 1,195.000 896,250.00 F) 02 CLASS 2 CONCRETE (BOX CULVERT) M3 1,900.0000 399,000.00 204.260 388,094.00 PROGRAM CAS145 PAGE 5 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 07:58 AM ESTIMATE NO. 24 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 CLASS 2 CONCRETE (WINGWALLS) M3 2,500.0000 13,000.00 5.170 12,925.00 04 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 239,400.00 195.430 273,602.00 F) 05 MINOR CONCRETE (BACKFILL) M3 260.0000 93,600.00 385.630 100,263.80 06 FRACTURED RIB TEXTURE M2 100.0000 48,300.00 483.000 48,300.00 F) 07 DRILL AND BOND DOWEL M 50.0000 21,450.00 405.500 20,275.00 08 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 100.0000 3,600.00 72.000 7,200.00 09 RAPID SETTING CONCRETE (PATCH) M3 5,000.0000 5,000.00 1.000 5,000.00 10 REFINISH BRIDGE DECK M2 100.0000 13,600.00 136.000 13,600.00 F) 11 BAR REINFORCING STEEL (BRIDGE) KG 2.7500 225,874.00 82,967.000 228,159.25 12 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 169,556.00 45,224.000 180,896.00 SF) 13 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 21,568.00 21,568.000 21,568.00 SF) 14 BAR REINFORCING STEEL (WINGWALL) KG 20.0000 3,100.00 155.000 3,100.00 SF) 15 TREAT BRIDGE DECK M2 3.0000 6,333.00 0.000 0.00 F) 16 FURNISH BRIDGE DECK TREATMENT MATERIAL L 17.0000 16,490.00 0.000 0.00 17 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 2,589,180.00 235,380.000 2,589,180.00 F) 18 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 117,690.00 235,380.000 117,690.00 SF) 19 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 75,000.00 500.000 75,000.00 20 FURNISH LAMINATED PANEL SIGN M2 200.0000 7,000.00 35.000 7,000.00 (25.4 MM-TYPE A) 21 FURNISH LAMINATED PANEL SIGN M2 180.0000 1,980.00 11.000 1,980.00 (25.4 MM-TYPE B) 22 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 9,600.00 81.060 9,727.20 (1.6 MM-UNFRAMED) 23 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 3,900.00 27.840 3,619.20 (2.0 MM-UNFRAMED) 24 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 3,360.00 21.010 3,361.60 (2.0 MM-FRAMED) 25 1524 MM CAST-IN-DRILLED-HOLE M 2,600.0000 572,000.00 205.100 533,260.00 S) CONCRETE PILE (SIGN FOUNDATION) 26 METAL (RAIL MOUNTED SIGN) KG 15.0000 35,100.00 2,400.000 36,000.00 27 ROADSIDE SIGN - ONE POST EA 250.0000 3,000.00 63.000 15,750.00 28 ROADSIDE SIGN - TWO POST EA 600.0000 2,400.00 31.000 18,600.00 29 INSTALL SIGN OVERLAY M2 100.0000 300.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 07:58 AM ESTIMATE NO. 24 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 INSTALL SIGN PANEL ON EXISTING FRAME M2 20.0000 680.00 0.000 0.00 31 INSTALL ROADSIDE SIGN EA 1,000.0000 1,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 32 PREPARE AND PAINT POSTMILE MARKINGS ON M2 40.0000 880.00 20.630 825.20 CONCRETE BARRIER 33 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 210.0000 338,100.00 1,837.899 385,958.79 34 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 210.0000 132,300.00 577.000 121,170.00 35 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 250.0000 87,500.00 349.000 87,250.00 36 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 260.0000 65,000.00 253.500 65,910.00 37 900 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 470.0000 32,900.00 67.000 31,490.00 38 1050 MM ALTERNATIVE PIPE CULVERT M 480.0000 48,000.00 99.100 47,568.00 (TYPE B) 39 450 MM REINFORCED CONCRETE PIPE M 600.0000 10,800.00 17.300 10,380.00 40 600 MM REINFORCED CONCRETE PIPE M 450.0000 43,200.00 95.630 43,033.50 41 750 MM REINFORCED CONCRETE PIPE M 600.0000 7,800.00 12.800 7,680.00 42 1050 MM REINFORCED CONCRETE PIPE M 800.0000 4,000.00 5.000 4,000.00 43 300 MM SLOTTED CORRUGATED STEEL PIPE M 500.0000 26,000.00 52.000 26,000.00 (2.01 MM THICK) 44 450 MM SLOTTED CORRUGATED STEEL PIPE M 550.0000 53,350.00 141.000 77,550.00 (2.01 MM THICK) 45 450 MM CONCRETE FLARED END SECTION EA 400.0000 1,200.00 3.000 1,200.00 46 600 MM CONCRETE FLARED END SECTION EA 500.0000 1,500.00 3.000 1,500.00 47 750 MM CONCRETE FLARED END SECTION EA 800.0000 1,600.00 2.000 1,600.00 48 1050 MM CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 1.000 1,500.00 49 450 MM ALTERNATIVE FLARED END SECTION EA 350.0000 3,500.00 10.000 3,500.00 50 600 MM ALTERNATIVE FLARED END SECTION EA 450.0000 900.00 2.000 900.00 51 900 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 52 ROCK SLOPE PROTECTION M3 250.0000 15,250.00 125.990 31,497.50 (BACKING NO. 1, METHOD B) 53 CONCRETE (GUTTER LINING) M3 490.0000 25,480.00 108.280 53,057.20 54 CONCRETE (CHANNEL LINING) M3 1,800.0000 12,600.00 6.770 12,186.00 55 ROCK SLOPE PROTECTION FABRIC M2 15.0000 1,950.00 354.410 5,316.15 56 MINOR CONCRETE (MISCELLANEOUS M3 1,850.0000 240,500.00 116.070 214,729.50 CONSTRUCTION) PROGRAM CAS145 PAGE 7 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 07:58 AM ESTIMATE NO. 24 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 MINOR CONCRETE (BROOM FINISH) M2 48.0000 234,240.00 4,621.100 221,812.80 58 MISCELLANEOUS IRON AND STEEL KG 3.0000 54,324.00 20,084.000 60,252.00 SF) 59 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 60 CHAIN LINK FENCE (TYPE CL-1.2) M 48.0000 65,280.00 1,354.100 64,996.80 S) 61 CHAIN LINK FENCE (TYPE CL-1.8) M 270.0000 21,870.00 78.340 21,151.80 S) 62 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 6,000.00 4.000 6,000.00 S) 63 DELINEATOR (CLASS 1) EA 40.0000 11,200.00 -37.000 -1,480.00 213.000 8,520.00 64 GUARD RAILING DELINEATOR EA 12.0000 6,360.00 504.000 6,048.00 65 OBJECT MARKER (TYPE P) EA 50.0000 650.00 0.000 0.00 66 OBJECT MARKER (TYPE L-1) EA 45.0000 3,285.00 -47.000 -2,115.00 3.000 135.00 67 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 100,500.00 1,672.300 125,422.50 S) 68 TRANSITION RAILING (TYPE WB) EA 3,100.0000 114,700.00 40.000 124,000.00 S) 69 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 39,000.00 58.000 37,700.00 S) 70 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 215,600.00 72.000 201,600.00 S) 71 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 10,000.00 6.000 15,000.00 S) 72 CRASH CUSHION, SAND FILLED EA 6,000.0000 12,000.00 1.000 6,000.00 2.000 12,000.00 S) 73 CONCRETE BARRIER (TYPE 60) M 450.0000 175,500.00 113.500 51,075.00 294.090 132,340.50 74 CONCRETE BARRIER (TYPE 60A) M 250.0000 21,500.00 86.000 21,500.00 F) 75 CONCRETE BARRIER (TYPE 60C) M 190.0000 2,242,000.00 11,482.550 2,181,684.50 76 CONCRETE BARRIER (TYPE 60D) M 200.0000 46,000.00 223.890 44,778.00 77 CONCRETE BARRIER (TYPE 60R) M 780.0000 405,600.00 522.530 407,573.40 78 CONCRETE BARRIER (TYPE 736) M 250.0000 53,250.00 213.000 53,250.00 F) 79 CONCRETE BARRIER (TYPE 736A) M 220.0000 107,800.00 490.000 107,800.00 80 CONCRETE BARRIER (TYPE 736B) M 450.0000 117,000.00 260.000 117,000.00 81 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 15,000.00 278.770 13,938.50 278.770 13,938.50 S) 82 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 115.00 0.000 0.00 S) (STAGE CONSTRUCTION) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 34,800.00 50,000.000 30,000.00 S) PROGRAM CAS145 PAGE 8 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 07:58 AM ESTIMATE NO. 24 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 4,440.00 5,285.700 4,228.56 5,285.700 4,228.56 S) 85 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,840.00 1,266.180 2,532.36 1,266.180 2,532.36 S) (BROKEN 3.66 M - 0.92 M) 86 200 MM THERMOPLASTIC STRIPE (BROKEN M 2.0000 3,740.00 0.000 0.00 S) 3.66 M - 0.92 M) (STAGE CONSTRUCTION) 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,960.00 1,818.000 3,636.00 1,818.000 3,636.00 S) (BROKEN 5.18 M - 2.14 M) 88 100 MM THERMOPLASTIC STRIPE M 2.0000 7,560.00 0.000 0.00 S) (BROKEN 5.18M - 2.14M) (STAGE CONSTRUCTION) 89 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 55,000.00 0.000 0.00 S) (STAGE CONSTRUCTION) 90 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 19,720.00 0.000 0.00 S) (STAGE CONSTRUCTION) 91 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 25,800.00 168.000 336.00 12,668.000 25,336.00 S) 92 PAVEMENT MARKER (NON REFLECTIVE) EA 4.0000 54,800.00 19,177.000 76,708.00 S) (STAGE CONSTRUCTION) 93 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 27,240.00 871.000 3,484.00 6,871.000 27,484.00 S) 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 41,600.00 8,707.000 34,828.00 S) (STAGE CONSTRUCTION) 95 CONCRETE BARRIER MARKER EA 35.0000 3,150.00 708.000 24,780.00 96 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 1.000 3,000.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 97 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.000 0.00 S) 98 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.000 0.00 S) 99 LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 1.000 50,000.00 S) (STAGE CONSTRUCTION-STAGE 2) 00 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.050 7,500.00 1.000 150,000.00 S) (LOCATION 1) 01 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 1.000 250,000.00 S) (LOCATION 2) 02 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 1.000 400,000.00 S) (LOCATION 3) 03 LIGHTING AND SIGN ILLUMINATION LS 350,000.0000 350,000.00 1.000 350,000.00 S) (LOCATION 4) 04 MODIFY SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 1.000 5,000.00 S) 05 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 350,000.0000 350,000.00 1.000 350,000.00 S) 06 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 300,000.0000 300,000.00 1.000 300,000.00 S) 07 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 300,000.0000 300,000.00 1.000 300,000.00 S) 08 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 350,000.0000 350,000.00 1.000 350,000.00 S) 09 CAMERA UNIT EA 5,000.0000 50,000.00 10.000 50,000.00 S) PROGRAM CAS145 PAGE 9 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 07:58 AM ESTIMATE NO. 24 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 10 PAN/TILT UNIT EA 5,000.0000 50,000.00 10.000 50,000.00 S) 11 CAMERA CONTROL UNIT EA 5,000.0000 50,000.00 10.000 50,000.00 S) 12 VIDEO ENCODER UNIT EA 30,000.0000 300,000.00 10.000 300,000.00 S) 13 INTEGRATED SERVICE DIGITAL NETWORK EA 1,500.0000 15,000.00 10.000 15,000.00 S) (ISDN) TERMINAL ADAPTOR 14 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,500.0000 25,000.00 10.000 25,000.00 S) WIRELESS MODEM ASSEMBLY 15 DIAL-UP MODEM FOR CHANGEABLE EA 2,000.0000 24,000.00 12.000 24,000.00 S) MESSAGE SIGN 16 EXTINGUISHABLE MESSAGE SIGN RADIO EA 2,000.0000 6,000.00 4.000 8,000.00 S) CONTROLLER ASSEMBLY 17 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 15,000.0000 45,000.00 4.000 60,000.00 S) 18 HIGHWAY ADVISORY RADIO SYSTEM EA 50,000.0000 50,000.00 1.000 50,000.00 S) 19 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 20 COMPOST, INCORPORATE M2 9.0000 127,800.00 9,120.000 82,080.00 S) PROGRAM CAS145 PAGE 10 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 07:58 AM ESTIMATE NO. 24 BID OPENING 09/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 117,015.42 68,861,307.89 ADJUSTMENT OF COMPENSATION 94,312.75 2,737,990.34 EXTRA WORK 466,310.24 6,216,105.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 677,638.41 77,815,403.42 21 MOBILIZATION LS 5540,000.0000 5,540,000.00 1.000 5,540,000.00 ORIGINAL CONTRACT AMOUNT 77,801,475.00 TOTAL WORK COMPLETED 677,638.41 83,355,403.42 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -220,000.00 -315,000.00 TOTAL 457,638.41 83,040,403.42 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 11/14/08 234 01/08/09 04/15/09 11/23/10 265 192 41 0 98% 96% PROGRESS IS SATISFACTORY S RAY NOZZARI RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/10