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 11/03/11 EST. NO.29 TIME 01:40 PM 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 --------------------------------------------------------------------------- 146 0002 151,197.00 A.C. @ L.S.(+) 081511 N 2 0 151,197.00 TOTAL THIS ESTIMATE 12,319,348.41 TOTAL PREVIOUS ESTIMATE 12,470,545.41 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 11/03/11 EST. NO.29 TIME 01:40 PM 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 ENVIRON/PERMIT 20,000.00 27 0.00 -295,000.00 TOTAL DEDUCTIONS 0.00 -295,000.00 PROGRAM CAS145 PAGE 1 DATE 11/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 01:40 PM ESTIMATE NO. 29 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 12/28/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/03/11 LOCATION FINAL 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000.00 002 TIME-RELATED OVERHEAD LS 500,000.0000 500,000.00 1.000 500,000.00 003 TEMPORARY FENCE (TYPE ESA) M 6.0000 12,300.00 5,730.600 34,383.60 004 CONSTRUCTION SITE MANAGEMENT LS 70,000.0000 70,000.00 1.000 70,000.00 005 HEALTH AND SAFETY PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 006 PREPARE STORM WATER POLLUTION LS 7,000.0000 7,000.00 1.000 7,000.00 (S) PREVENTION PLAN 007 TEMPORARY SILT FENCE M 6.0000 140,400.00 8,453.320 50,719.92 008 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 28,000.00 15.000 30,000.00 009 DEWATERING/NON STORM WATER DISCHARGE LS 50,000.0000 50,000.00 1.000 50,000.00 010 TEMPORARY CHECK DAM M 10.0000 2,400.00 7,073.800 70,738.00 011 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 18,750.00 188.000 47,000.00 012 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000.00 013 TEMPORARY CONCRETE WASHOUT BIN EA 1,200.0000 52,800.00 16.000 19,200.00 014 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 015 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 016 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 11,000.00 1,403.000 35,075.00 (S) 017 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 1.000 30,000.00 (S) 018 TEMPORARY RAILING (TYPE K) M 21.0000 1,396,500.00 55,719.200 1,170,103.20 (S) 019 TEMPORARY CRASH CUSHION MODULE EA 175.0000 11,200.00 1,080.000 189,000.00 (S) 020 ABANDON CULVERT M 65.0000 10,400.00 383.000 24,895.00 021 OBLITERATE SURFACING M2 4.0000 20,360.00 6,369.000 25,476.00 022 REMOVE FENCE M 10.0000 12,800.00 996.100 9,961.00 PROGRAM CAS145 PAGE 2 DATE 11/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 01:40 PM ESTIMATE NO. 29 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 12/28/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE METAL BEAM GUARD RAILING M 12.0000 12,000.00 860.900 10,330.80 024 REMOVE FLARED END SECTION EA 200.0000 1,600.00 7.000 1,400.00 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.4000 41,160.00 26,592.000 37,228.80 STRIPE 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.7000 30,520.00 7,237.700 5,066.39 027 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 3,600.00 43.940 1,318.20 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.7000 95,200.00 0.000 0.00 (STAGE CONSTRUCTION) 029 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 100.0000 230.00 0.000 0.00 (STAGE CONSTRUCTION) 030 REMOVE PAVEMENT MARKER EA 0.5000 12,050.00 24,648.000 12,324.00 (STAGE CONSTRUCTION) 031 REMOVE PAVEMENT MARKER EA 0.5000 10,200.00 12,729.000 6,364.50 032 REMOVE ROADSIDE SIGN EA 100.0000 1,000.00 9.000 900.00 033 REMOVE SIGN STRUCTURE EA 5,000.0000 65,000.00 13.000 65,000.00 034 REMOVE PIPE M 120.0000 11,400.00 92.500 11,100.00 035 REMOVE INLET EA 500.0000 5,000.00 8.000 4,000.00 036 REMOVE HEADWALL EA 1,000.0000 29,000.00 24.000 24,000.00 037 REMOVE REINFORCED CONCRETE BOX CULVERT M3 1,000.0000 2,000.00 1.600 1,600.00 038 REMOVE DOUBLE THRIE BEAM BARRIER M 10.0000 99,600.00 9,950.500 99,505.00 039 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0.00 040 ADJUST INLET EA 1,500.0000 3,000.00 1.000 1,500.00 041 MODIFY INLET EA 1,500.0000 6,000.00 3.000 4,500.00 042 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 26,640.00 23,934.500 95,738.00 (S) 043 REMOVE CONCRETE M3 200.0000 17,400.00 88.220 17,644.00 044 REMOVE CONCRETE BARRIER M 40.0000 39,600.00 829.300 33,172.00 045 CLEAN BRIDGE DECK M2 4.0000 8,480.00 0.000 0.00 046 VIBRATION MONITORING LS 15,000.0000 15,000.00 0.000 0.00 (S) 047 CAP INLET EA 1,000.0000 24,000.00 21.000 21,000.00 048 REMOVE CRASH CUSHION ARRAY (SAND FILLED) EA 900.0000 9,900.00 11.000 9,900.00 049 BRIDGE REMOVAL (PORTION), LOCATION A LS 50,000.0000 50,000.00 1.000 50,000.00 (F) PROGRAM CAS145 PAGE 3 DATE 11/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 01:40 PM ESTIMATE NO. 29 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 12/28/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,000.0000 30,000.00 1.000 30,000.00 (F) 051 BRIDGE REMOVAL (PORTION), LOCATION C LS 30,000.0000 30,000.00 1.000 30,000.00 (F) 052 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 053 REMOVE TREE EA 500.0000 225,000.00 588.000 294,000.00 054 ROADWAY EXCAVATION M3 22.0000 2,420,000.00 82,500.000 1,815,000.00 055 ROADWAY EXCAVATION (TYPE Y-1) M3 16.0000 305,600.00 35,249.000 563,984.00 (AERIALLY DEPOSITED LEAD) 056 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 057 STRUCTURE EXCAVATION (BRIDGE) M3 300.0000 68,400.00 232.000 69,600.00 (F) 058 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.0000 107,765.00 3,268.000 114,380.00 (F) 059 STRUCTURE EXCAVATION (TYPE Y-1) M3 100.0000 3,200.00 336.000 33,600.00 (F) (AERIALLY DEPOSITED LEAD) (RETAINING WALL) 060 STRUCTURE BACKFILL (BRIDGE) M3 300.0000 36,600.00 128.000 38,400.00 (F) 061 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 236,850.00 3,539.000 265,425.00 (F) 062 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 16,500.00 165.000 16,500.00 (F) WALL) 063 SAND BACKFILL M3 200.0000 4,600.00 22.500 4,500.00 064 EROSION CONTROL (TYPE D) HA 7,500.0000 75,000.00 20.600 154,500.00 (S) 065 BIOFILTRATION STRIPS HA 35,000.0000 59,500.00 0.300 10,500.00 (S) 066 EROSION CONTROL (NETTING) M2 4.0000 17,200.00 9,296.920 37,187.68 (S) 067 FIBER ROLLS M 5.0000 127,500.00 28,792.600 143,963.00 068 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 6.000 3,000.00 (S) 069 WATER METER (50 MM) EA 10,000.0000 60,000.00 0.000 0.00 (S) 070 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE EA 2,500.0000 15,000.00 0.000 0.00 (S) 071 50 MM BACKFLOW PREVENTER ASSEMBLY EA 3,000.0000 18,000.00 0.000 0.00 (S) 072 200 MM CORRUGATED HIGH DENSITY M 225.0000 36,000.00 192.182 43,240.95 POLYETHYLENE PIPE CONDUIT 073 LIME TONN 173.0000 1,188,510.00 5,133.210 888,045.33 074 LIME STABILIZATION M2 2.8000 406,000.00 90,665.170 253,862.48 075 CLASS 4 AGGREGATE SUBBASE M3 11.0000 514,800.00 66,306.000 729,366.00 PROGRAM CAS145 PAGE 4 DATE 11/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 01:40 PM ESTIMATE NO. 29 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 12/28/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 076 CLASS 3 AGGREGATE BASE M3 70.0000 435,400.00 10,005.000 700,350.00 077 ASPHALTIC EMULSION (CURING SEAL) TONN 800.0000 77,600.00 56.950 45,560.00 078 LEAN CONCRETE BASE M3 170.0000 6,630,000.00 33,405.800 5,678,986.00 079 ASPHALT CONCRETE TONN 125.0000 24,750,000.00 200,573.170 25,071,646.25 080 ASPHALT CONCRETE (OPEN GRADED) TONN 145.0000 3,378,500.00 22,539.860 3,268,279.70 081 ASPHALT CONCRETE (LEVELING) TONN 125.0000 2,300,000.00 16,433.420 2,054,177.50 082 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 160.0000 7,232,000.00 42,883.040 6,861,286.40 083 PAVING ASPHALT (BINDER-PAVEMENT TONN 10.0000 4,200.00 131.190 1,311.90 REINFORCING FABRIC) 084 PAVEMENT REINFORCING FABRIC M2 1.9000 342,000.00 179,698.500 341,427.15 085 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 3,600.00 114.570 6,874.20 AREA) 086 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.5000 840.00 250.600 877.10 087 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 9,695.00 2,907.400 10,175.90 088 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.5000 700.00 751.100 2,628.85 089 SHOULDER RUMBLE STRIP STA 70.0000 16,800.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 090 REPLACE CONCRETE PAVEMENT M3 650.0000 2,405,000.00 1,576.530 1,024,744.50 (RAPID STRENGTH CONCRETE) 091 TIE BAR (DRILL AND BOND) EA 20.0000 47,200.00 3,905.000 78,100.00 092 CRACK EXISTING CONCRETE PAVEMENT M2 0.6000 92,400.00 153,978.900 92,387.34 093 GRIND EXISTING CONCRETE M2 19.0000 46,740.00 4,088.000 77,672.00 (S) PAVEMENT 094 FURNISH PILING (CLASS 900) M 35.0000 9,555.00 321.000 11,235.00 (ALTERNATIVE Y) 095 DRIVE PILE (CLASS 900) (ALTERNATIVE Y) EA 2,500.0000 50,000.00 20.000 50,000.00 (S) 096 FURNISH PILING (CLASS 900) M 45.0000 17,595.00 434.000 19,530.00 097 DRIVE PILE (CLASS 900) EA 2,500.0000 75,000.00 30.000 75,000.00 (S) 098 FURNISH PILING (CLASS 625 MODIFIED) M 40.0000 4,040.00 101.000 4,040.00 099 DRIVE PILE (CLASS 625 MODIFIED) EA 2,500.0000 20,000.00 8.000 20,000.00 (S) 100 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 480,000.00 482.600 482,600.00 (F) 101 STRUCTURAL CONCRETE, RETAINING WALL M3 750.0000 840,000.00 1,195.000 896,250.00 (F) 102 CLASS 2 CONCRETE (BOX CULVERT) M3 1,900.0000 399,000.00 204.260 388,094.00 PROGRAM CAS145 PAGE 5 DATE 11/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 01:40 PM ESTIMATE NO. 29 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 12/28/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 103 CLASS 2 CONCRETE (WINGWALLS) M3 2,500.0000 13,000.00 5.170 12,925.00 104 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 239,400.00 195.430 273,602.00 (F) 105 MINOR CONCRETE (BACKFILL) M3 260.0000 93,600.00 385.630 100,263.80 106 FRACTURED RIB TEXTURE M2 100.0000 48,300.00 483.000 48,300.00 (F) 107 DRILL AND BOND DOWEL M 50.0000 21,450.00 405.500 20,275.00 108 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 100.0000 3,600.00 72.000 7,200.00 109 RAPID SETTING CONCRETE (PATCH) M3 5,000.0000 5,000.00 1.000 5,000.00 110 REFINISH BRIDGE DECK M2 100.0000 13,600.00 136.000 13,600.00 (F) 111 BAR REINFORCING STEEL (BRIDGE) KG 2.7500 225,874.00 82,967.000 228,159.25 112 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 169,556.00 45,224.000 180,896.00 (SF) 113 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 21,568.00 21,568.000 21,568.00 (SF) 114 BAR REINFORCING STEEL (WINGWALL) KG 20.0000 3,100.00 155.000 3,100.00 (SF) 115 TREAT BRIDGE DECK M2 3.0000 6,333.00 0.000 0.00 (F) 116 FURNISH BRIDGE DECK TREATMENT MATERIAL L 17.0000 16,490.00 0.000 0.00 117 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 2,589,180.00 235,380.000 2,589,180.00 (F) 118 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 117,690.00 235,380.000 117,690.00 (SF) 119 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 75,000.00 500.000 75,000.00 120 FURNISH LAMINATED PANEL SIGN M2 200.0000 7,000.00 35.000 7,000.00 (25.4 MM-TYPE A) 121 FURNISH LAMINATED PANEL SIGN M2 180.0000 1,980.00 11.000 1,980.00 (25.4 MM-TYPE B) 122 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 9,600.00 83.540 10,024.80 (1.6 MM-UNFRAMED) 123 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 3,900.00 27.840 3,619.20 (2.0 MM-UNFRAMED) 124 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 3,360.00 21.010 3,361.60 (2.0 MM-FRAMED) 125 1524 MM CAST-IN-DRILLED-HOLE M 2,600.0000 572,000.00 205.100 533,260.00 (S) CONCRETE PILE (SIGN FOUNDATION) 126 METAL (RAIL MOUNTED SIGN) KG 15.0000 35,100.00 2,400.000 36,000.00 127 ROADSIDE SIGN - ONE POST EA 250.0000 3,000.00 65.000 16,250.00 128 ROADSIDE SIGN - TWO POST EA 600.0000 2,400.00 35.000 21,000.00 129 INSTALL SIGN OVERLAY M2 100.0000 300.00 2.500 250.00 PROGRAM CAS145 PAGE 6 DATE 11/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 01:40 PM ESTIMATE NO. 29 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 12/28/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 INSTALL SIGN PANEL ON EXISTING FRAME M2 20.0000 680.00 34.050 681.00 131 INSTALL ROADSIDE SIGN EA 1,000.0000 1,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 132 PREPARE AND PAINT POSTMILE MARKINGS ON M2 40.0000 880.00 20.630 825.20 CONCRETE BARRIER 133 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 210.0000 338,100.00 1,837.899 385,958.79 134 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 210.0000 132,300.00 577.000 121,170.00 135 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 250.0000 87,500.00 349.000 87,250.00 136 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 260.0000 65,000.00 253.500 65,910.00 137 900 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 470.0000 32,900.00 67.000 31,490.00 138 1050 MM ALTERNATIVE PIPE CULVERT M 480.0000 48,000.00 99.100 47,568.00 (TYPE B) 139 450 MM REINFORCED CONCRETE PIPE M 600.0000 10,800.00 17.300 10,380.00 140 600 MM REINFORCED CONCRETE PIPE M 450.0000 43,200.00 95.630 43,033.50 141 750 MM REINFORCED CONCRETE PIPE M 600.0000 7,800.00 12.800 7,680.00 142 1050 MM REINFORCED CONCRETE PIPE M 800.0000 4,000.00 5.000 4,000.00 143 300 MM SLOTTED CORRUGATED STEEL PIPE M 500.0000 26,000.00 52.000 26,000.00 (2.01 MM THICK) 144 450 MM SLOTTED CORRUGATED STEEL PIPE M 550.0000 53,350.00 141.000 77,550.00 (2.01 MM THICK) 145 450 MM CONCRETE FLARED END SECTION EA 400.0000 1,200.00 3.000 1,200.00 146 600 MM CONCRETE FLARED END SECTION EA 500.0000 1,500.00 3.000 1,500.00 147 750 MM CONCRETE FLARED END SECTION EA 800.0000 1,600.00 2.000 1,600.00 148 1050 MM CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 1.000 1,500.00 149 450 MM ALTERNATIVE FLARED END SECTION EA 350.0000 3,500.00 10.000 3,500.00 150 600 MM ALTERNATIVE FLARED END SECTION EA 450.0000 900.00 2.000 900.00 151 900 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 152 ROCK SLOPE PROTECTION M3 250.0000 15,250.00 125.990 31,497.50 (BACKING NO. 1, METHOD B) 153 CONCRETE (GUTTER LINING) M3 490.0000 25,480.00 108.280 53,057.20 154 CONCRETE (CHANNEL LINING) M3 1,800.0000 12,600.00 6.770 12,186.00 155 ROCK SLOPE PROTECTION FABRIC M2 15.0000 1,950.00 354.410 5,316.15 156 MINOR CONCRETE (MISCELLANEOUS M3 1,850.0000 240,500.00 116.070 214,729.50 CONSTRUCTION) PROGRAM CAS145 PAGE 7 DATE 11/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 01:40 PM ESTIMATE NO. 29 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 12/28/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 MINOR CONCRETE (BROOM FINISH) M2 48.0000 234,240.00 4,621.100 221,812.80 158 MISCELLANEOUS IRON AND STEEL KG 3.0000 54,324.00 20,084.000 60,252.00 (SF) 159 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 160 CHAIN LINK FENCE (TYPE CL-1.2) M 48.0000 65,280.00 1,354.100 64,996.80 (S) 161 CHAIN LINK FENCE (TYPE CL-1.8) M 270.0000 21,870.00 244.340 65,971.80 (S) 162 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 6,000.00 4.000 6,000.00 (S) 163 DELINEATOR (CLASS 1) EA 40.0000 11,200.00 249.000 9,960.00 164 GUARD RAILING DELINEATOR EA 12.0000 6,360.00 499.000 5,988.00 165 OBJECT MARKER (TYPE P) EA 50.0000 650.00 0.000 0.00 166 OBJECT MARKER (TYPE L-1) EA 45.0000 3,285.00 3.000 135.00 167 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 100,500.00 1,660.900 124,567.50 (S) 168 TRANSITION RAILING (TYPE WB) EA 3,100.0000 114,700.00 40.000 124,000.00 (S) 169 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 39,000.00 57.000 37,050.00 (S) 170 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 215,600.00 71.000 198,800.00 (S) 171 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 10,000.00 6.000 15,000.00 (S) 172 CRASH CUSHION, SAND FILLED EA 6,000.0000 12,000.00 2.000 12,000.00 (S) 173 CONCRETE BARRIER (TYPE 60) M 450.0000 175,500.00 294.090 132,340.50 174 CONCRETE BARRIER (TYPE 60A) M 250.0000 21,500.00 86.000 21,500.00 (F) 175 CONCRETE BARRIER (TYPE 60C) M 190.0000 2,242,000.00 11,482.550 2,181,684.50 176 CONCRETE BARRIER (TYPE 60D) M 200.0000 46,000.00 223.890 44,778.00 177 CONCRETE BARRIER (TYPE 60R) M 780.0000 405,600.00 522.530 407,573.40 178 CONCRETE BARRIER (TYPE 736) M 250.0000 53,250.00 213.000 53,250.00 (F) 179 CONCRETE BARRIER (TYPE 736A) M 220.0000 107,800.00 490.000 107,800.00 180 CONCRETE BARRIER (TYPE 736B) M 450.0000 117,000.00 260.000 117,000.00 181 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 15,000.00 351.180 17,559.00 (S) 182 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 115.00 0.000 0.00 (S) (STAGE CONSTRUCTION) 183 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 34,800.00 56,299.000 33,779.40 (S) PROGRAM CAS145 PAGE 8 DATE 11/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 01:40 PM ESTIMATE NO. 29 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 12/28/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 184 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 4,440.00 5,628.000 4,502.40 (S) 185 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,840.00 1,280.000 2,560.00 (S) (BROKEN 3.66 M - 0.92 M) 186 200 MM THERMOPLASTIC STRIPE (BROKEN M 2.0000 3,740.00 0.000 0.00 (S) 3.66 M - 0.92 M) (STAGE CONSTRUCTION) 187 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,960.00 3,378.000 6,756.00 (S) (BROKEN 5.18 M - 2.14 M) 188 100 MM THERMOPLASTIC STRIPE M 2.0000 7,560.00 0.000 0.00 (S) (BROKEN 5.18M - 2.14M) (STAGE CONSTRUCTION) 189 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 55,000.00 0.000 0.00 (S) (STAGE CONSTRUCTION) 190 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 19,720.00 0.000 0.00 (S) (STAGE CONSTRUCTION) 191 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 25,800.00 12,843.000 25,686.00 (S) 192 PAVEMENT MARKER (NON REFLECTIVE) EA 4.0000 54,800.00 19,177.000 76,708.00 (S) (STAGE CONSTRUCTION) 193 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 27,240.00 6,692.000 26,768.00 (S) 194 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 41,600.00 8,707.000 34,828.00 (S) (STAGE CONSTRUCTION) 195 CONCRETE BARRIER MARKER EA 35.0000 3,150.00 708.000 24,780.00 196 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 1.000 3,000.00 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 197 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.000 0.00 (S) 198 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.000 0.00 (S) 199 LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 1.000 50,000.00 (S) (STAGE CONSTRUCTION-STAGE 2) 200 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 1.000 150,000.00 (S) (LOCATION 1) 201 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 1.000 250,000.00 (S) (LOCATION 2) 202 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 1.000 400,000.00 (S) (LOCATION 3) 203 LIGHTING AND SIGN ILLUMINATION LS 350,000.0000 350,000.00 1.000 350,000.00 (S) (LOCATION 4) 204 MODIFY SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 205 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 350,000.0000 350,000.00 1.000 350,000.00 (S) 206 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 300,000.0000 300,000.00 1.000 300,000.00 (S) 207 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 300,000.0000 300,000.00 1.000 300,000.00 (S) 208 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 350,000.0000 350,000.00 1.000 350,000.00 (S) 209 CAMERA UNIT EA 5,000.0000 50,000.00 10.000 50,000.00 (S) PROGRAM CAS145 PAGE 9 DATE 11/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 01:40 PM ESTIMATE NO. 29 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 12/28/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 210 PAN/TILT UNIT EA 5,000.0000 50,000.00 10.000 50,000.00 (S) 211 CAMERA CONTROL UNIT EA 5,000.0000 50,000.00 10.000 50,000.00 (S) 212 VIDEO ENCODER UNIT EA 30,000.0000 300,000.00 10.000 300,000.00 (S) 213 INTEGRATED SERVICE DIGITAL NETWORK EA 1,500.0000 15,000.00 10.000 15,000.00 (S) (ISDN) TERMINAL ADAPTOR 214 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,500.0000 25,000.00 10.000 25,000.00 (S) WIRELESS MODEM ASSEMBLY 215 DIAL-UP MODEM FOR CHANGEABLE EA 2,000.0000 24,000.00 12.000 24,000.00 (S) MESSAGE SIGN 216 EXTINGUISHABLE MESSAGE SIGN RADIO EA 2,000.0000 6,000.00 4.000 8,000.00 (S) CONTROLLER ASSEMBLY 217 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 15,000.0000 45,000.00 4.000 60,000.00 (S) 218 HIGHWAY ADVISORY RADIO SYSTEM EA 50,000.0000 50,000.00 1.000 50,000.00 (S) 219 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 220 COMPOST, INCORPORATE M2 9.0000 127,800.00 9,120.000 82,080.00 (S) PROGRAM CAS145 PAGE 10 DATE 11/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 01:40 PM ESTIMATE NO. 29 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 12/28/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 11/03/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 69,073,886.23 ADJUSTMENT OF COMPENSATION 151,197.00 4,361,309.78 EXTRA WORK 0.00 8,109,235.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 151,197.00 81,544,431.64 221 MOBILIZATION LS 540,000.0000 5,540,000.00 1.000 5,540,000.00 ORIGINAL CONTRACT AMOUNT 77,801,475.00 TOTAL WORK COMPLETED 151,197.00 87,084,431.64 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -295,000.00 TOTAL 151,197.00 86,789,431.64 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 11/14/08 234 01/08/09 04/15/09 12/28/10 279 212 46 0 100% 100% S RAY NOZZARI RESIDENT ENGINEER PROGRAM CAS145 DATE 11/03/11