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 03/23/10 EST. NO.15 TIME 08:29 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 0006 317.83 E.W. @ F.A.(+) 100609 N 0530.0 0011 1,389.57 100609 N 0817.0 0012 1,428.99 100709 N 0818.0 0013 1,428.99 100809 N 0819.0 0014 1,327.91 100909 N 0820.0 0015 1,690.52 101209 N 0821.0 0016 477.95 111709 N 0824.0 0017 638.45 111809 N 0825.0 0018 635.65 111909 N 0828.0 0019 2,129.69 120209 N 0855.0 0020 2,491.91 022410 N 1076.0 0021 3,586.38 030510 N 1086.0 015 0021 5,491.87 E.W. @ F.A.(+) 080309 N 0254.0 0022 5,960.23 080409 N 0255.0 0023 5,974.51 080509 N 0257.0 0046 772.96 110909 N 0743.0 0047 2,329.63 111109 N 0765.0 0048 3,192.08 111209 N 0768.0 0049 3,039.88 111309 N 0772.0 0050 2,688.53 111009 N 0754.0 0051 1,645.95 112309 N 0836.0 0052 1,184.43 112409 N 0838.0 0053 1,153.86 112509 N 0841.0 0054 317.55 012709 N 0859.0 0069 2,354.04 122309 N 0951.0 0079 80.62 072209 N 0981.0 0080 4,261.88 081709 N 0986.0 0081 2,916.53 102609 N 1001.0 024 0013 1,030.79 E.W. @ F.A.(+) 092409 N 0433.0 0016 4,283.25 081809 N 0453.0 0017 8,774.41 090408 N 0458.0 0022 8,705.70 093009 N 0477.0 0025 5,166.65 091009 N 0385.0 0026 7,727.33 091109 N 0541.0 0027 4,917.81 100209 N 0568.0 0028 5,325.46 100309 N 0571.0 0029 3,786.79 100109 N 0479.0 0030 8,825.13 082509 N 0679.0 0031 5,300.19 100609 N 0705.0 0032 3,173.87 110409 N 0730.0 0033 3,495.26 110509 N 0735.0 0034 5,339.61 102209 N 0594.0 0035 3,921.78 111009 N 0753.0 0036 2,418.14 111209 N 0788.0 0037 4,414.56 111209 N 0790.0 0039 6,681.43 071609 N 0866.0 0040 4,106.96 072909 N 0870.0 0041 352.16 110909 N 0745.0 0042 1,128.55 120109 N 0849.0 0043 380.87 111109 N 0764.0 0045 4,468.26 071509 N 0864.0 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 03/23/10 EST. NO.15 TIME 08:29 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 --------------------------------------------------------------------------- 0047 11,189.48 080309 N 0983.0 028 0023 2,038.73 E.W. @ F.A.(+) 010710 N 0975.0 0025 3,059.80 021810 N 1061.0 030 0035 3,436.81 E.W. @ F.A.(+) 100809 N 0578.0 0036 720.87 100909 N 0579.0 0037 4,350.49 101209 N 0583.0 0039 2,138.15 102809 N 0652.0 0041 3,683.26 102909 N 0655.0 0044 4,669.26 103009 N 0703.0 0048 1,080.78 110909 N 0742.0 0049 273.71 111009 N 0752.0 0053 2,097.77 100109 N 0876.0 0054 4,235.06 100209 N 0877.0 031 0006 2,776.11 E.W. @ F.A.(+) 122209 N 0950.0 0007 1,571.28 122309 N 0952.0 0008 476.27 122109 N 0945.0 0009 451.39 021910 N 1069.0 032 0009 1,471.84 E.W. @ F.A.(+) 120509 N 1007.0 033 0001 1,449.54 E.W. @ F.A.(+) 072109 N 0208.0 0002 4,514.40 072709 N 0209.0 0003 1,629.39 072409 N 0220.0 0004 5,786.65 072209 N 0213.0 0005 2,200.52 072309 N 0218.0 0006 4,086.71 072909 N 0241.0 0007 2,077.77 073009 N 0247.0 0009 3,289.32 082709 N 0685.0 0014 1,452.00 122209 N 0960.0 0016 398.01 072409 N 0982.0 0018 692.25 072009 N 0980.0 0020 2,470.38 021710 N 1059.0 0021 157.33 021810 N 1060.0 0022 4,114.20 021910 N 1070.0 037 0007 1,055.68 E.W. @ F.A.(+) 012910 N 1045.0 045 0002 102,228.00 E.W. @ L.S.(+) 081709 N 45-020 057 0001 215,938.00 A.C. @ L.S.(+) 031210 N 57-010 058 0045 1,846.82 E.W. @ F.A.(+) 092909 Y 0498.0 0050 2,353.95 100809 Y 0547.0 0051 7,100.18 100909 Y 0548.0 0052 1,708.86 100909 Y 0549.0 0073 4,378.16 102609 Y 0666.0 0089 2,546.79 011410 N 1015.0 0090 1,099.75 012110 N 1032.0 0091 728.02 012210 N 1033.0 0092 558.93 012510 N 1034.0 0093 1,441.11 012810 N 1037.0 0095 2,696.26 020110 N 1048.0 0099 1,824.90 021110 N 1056.0 068 0009 363.98 E.W. @ F.A.(+) 011210 N 1011.0 0010 2,344.86 090609 N 0988.0 0011 1,970.33 021610 N 1058.0 071 0002 1,346.86 E.W. @ F.A.(+) 072509 Y 0325.0 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 03/23/10 EST. NO.15 TIME 08:29 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 --------------------------------------------------------------------------- 0003 1,022.54 073109 Y 0326.0 0004 1,097.36 080109 Y 0327.0 0005 861.54 081409 Y 0489.0 0006 2,443.99 081009 Y 0618.0 0007 2,290.01 081109 Y 0619.0 0008 2,290.01 082109 Y 0620.0 0009 2,290.01 082609 Y 0621.0 111 0001 748,663.20 A.C. @ U.P.(+) 031210 N 111-01 112 0001 9,271.35 E.W. @ L.S.(+) 031210 N 112-01 1,372,434.33 TOTAL THIS ESTIMATE 3,197,553.10 TOTAL PREVIOUS ESTIMATE 4,569,987.43 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 03/23/10 EST. NO.15 TIME 08:29 AM R.E. NAME: S RAY NOZZARI 04-0A10U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:29 AM ESTIMATE NO. 15 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 03/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 03/23/10 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 0.628 314,000.00 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 0.628 43,960.00 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 8,420.320 50,521.92 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 2,400.00 726.600 7,266.00 7,025.340 70,253.40 11 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 18,750.00 7.000 1,750.00 133.000 33,250.00 12 STREET SWEEPING LS 50,000.0000 50,000.00 0.628 31,400.00 13 TEMPORARY CONCRETE WASHOUT BIN EA 1,200.0000 52,800.00 9.000 10,800.00 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 0.628 125,600.00 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 11,000.00 1,352.000 33,800.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.300 9,000.00 S) 18 TEMPORARY RAILING (TYPE K) M 21.0000 1,396,500.00 55,682.600 1,169,334.60 S) 19 TEMPORARY CRASH CUSHION MODULE EA 175.0000 11,200.00 11.000 1,925.00 1,019.000 178,325.00 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 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:29 AM ESTIMATE NO. 15 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 03/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,726.000 4,863.00 (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 2.000 200.00 2.000 200.00 33 REMOVE SIGN STRUCTURE EA 5,000.0000 65,000.00 0.000 0.00 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 -1.000 -1,500.00 3.000 4,500.00 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 26,640.00 864.800 3,459.20 4,089.800 16,359.20 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 10.000 9,000.00 49 BRIDGE REMOVAL (PORTION), LOCATION A LS 50,000.0000 50,000.00 1.000 50,000.00 F) PROGRAM CAS145 PAGE 3 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:29 AM ESTIMATE NO. 15 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 03/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,623.000 126,805.00 F) 59 STRUCTURE EXCAVATION (TYPE Y-1) M3 100.0000 3,200.00 32.000 3,200.00 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 3,158.000 236,850.00 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 15.800 118,500.00 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 127,500.00 152.200 761.00 26,917.600 134,588.00 68 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 3.000 1,500.00 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 36,000.00 187.000 42,075.00 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 32,932.600 362,258.60 PROGRAM CAS145 PAGE 4 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:29 AM ESTIMATE NO. 15 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 03/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,500.000 385,000.00 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 30,406.044 5,169,027.48 79 ASPHALT CONCRETE TONN 125.0000 24,750,000.00 12.560 1,570.00 199,621.920 24,952,740.00 80 ASPHALT CONCRETE (OPEN GRADED) TONN 145.0000 3,378,500.00 0.000 0.00 81 ASPHALT CONCRETE (LEVELING) TONN 125.0000 2,300,000.00 16,741.650 2,092,706.25 82 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 160.0000 7,232,000.00 562.500 90,000.00 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 0.000 0.00 AREA) 86 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.5000 840.00 0.000 0.00 87 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 9,695.00 0.000 0.00 88 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.5000 700.00 344.400 1,205.40 344.400 1,205.40 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 1,850.000 1,202,500.00 (RAPID STRENGTH CONCRETE) 91 TIE BAR (DRILL AND BOND) EA 20.0000 47,200.00 2,520.000 50,400.00 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 1,839.600 34,952.40 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 480,000.00 467.600 467,600.00 F) 01 STRUCTURAL CONCRETE, RETAINING WALL M3 750.0000 840,000.00 1,196.000 897,000.00 F) 02 CLASS 2 CONCRETE (BOX CULVERT) M3 1,900.0000 399,000.00 204.260 388,094.00 PROGRAM CAS145 PAGE 5 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:29 AM ESTIMATE NO. 15 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 03/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 239,400.00 165.070 231,098.00 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 80.000 9,600.00 (1.6 MM-UNFRAMED) 23 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 3,900.00 30.000 3,900.00 (2.0 MM-UNFRAMED) 24 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 3,360.00 21.000 3,360.00 (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 0.000 0.00 27 ROADSIDE SIGN - ONE POST EA 250.0000 3,000.00 3.000 750.00 28 ROADSIDE SIGN - TWO POST EA 600.0000 2,400.00 3.000 1,800.00 3.000 1,800.00 29 INSTALL SIGN OVERLAY M2 100.0000 300.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:29 AM ESTIMATE NO. 15 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 03/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 CONCRETE BARRIER 33 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 210.0000 338,100.00 1,890.899 397,088.79 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 240,500.00 118.320 218,892.00 CONSTRUCTION) PROGRAM CAS145 PAGE 7 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:29 AM ESTIMATE NO. 15 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 03/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,932.700 140,769.60 58 MISCELLANEOUS IRON AND STEEL KG 3.0000 54,324.00 18,108.000 54,324.00 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 0.000 0.00 64 GUARD RAILING DELINEATOR EA 12.0000 6,360.00 313.000 3,756.00 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 0.000 0.00 67 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 100,500.00 895.350 67,151.25 S) 68 TRANSITION RAILING (TYPE WB) EA 3,100.0000 114,700.00 15.000 46,500.00 S) 69 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 39,000.00 42.000 27,300.00 S) 70 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 215,600.00 47.000 131,600.00 S) 71 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 10,000.00 4.000 10,000.00 S) 72 CRASH CUSHION, SAND FILLED EA 6,000.0000 12,000.00 0.000 0.00 S) 73 CONCRETE BARRIER (TYPE 60) M 450.0000 175,500.00 180.590 81,265.50 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 0.000 0.00 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 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:29 AM ESTIMATE NO. 15 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 03/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 85 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,840.00 0.000 0.00 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 0.000 0.00 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 63,832.800 31,916.40 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 0.000 0.00 S) 92 PAVEMENT MARKER (NON REFLECTIVE) EA 4.0000 54,800.00 13,769.000 55,076.00 S) (STAGE CONSTRUCTION) 93 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 27,240.00 0.000 0.00 S) 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 41,600.00 7,180.000 28,720.00 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 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 97 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.050 3,750.00 S) 98 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.050 5,000.00 S) 99 LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 0.666 33,300.00 S) (STAGE CONSTRUCTION-STAGE 2) 00 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.900 135,000.00 S) (LOCATION 1) 01 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 0.640 160,000.00 S) (LOCATION 2) 02 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.840 336,000.00 S) (LOCATION 3) 03 LIGHTING AND SIGN ILLUMINATION LS 350,000.0000 350,000.00 0.780 273,000.00 S) (LOCATION 4) 04 MODIFY SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 0.000 0.00 S) 05 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 350,000.0000 350,000.00 0.500 175,000.00 S) 06 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 300,000.0000 300,000.00 0.050 15,000.00 0.456 136,800.00 S) 07 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 300,000.0000 300,000.00 0.010 3,000.00 0.670 201,000.00 S) 08 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 350,000.0000 350,000.00 0.030 10,500.00 0.790 276,500.00 S) 09 CAMERA UNIT EA 5,000.0000 50,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:29 AM ESTIMATE NO. 15 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 03/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 11 CAMERA CONTROL UNIT EA 5,000.0000 50,000.00 0.000 0.00 S) 12 VIDEO ENCODER UNIT EA 30,000.0000 300,000.00 0.000 0.00 S) 13 INTEGRATED SERVICE DIGITAL NETWORK EA 1,500.0000 15,000.00 0.000 0.00 S) (ISDN) TERMINAL ADAPTOR 14 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,500.0000 25,000.00 0.000 0.00 S) WIRELESS MODEM ASSEMBLY 15 DIAL-UP MODEM FOR CHANGEABLE EA 2,000.0000 24,000.00 0.000 0.00 S) MESSAGE SIGN 16 EXTINGUISHABLE MESSAGE SIGN RADIO EA 2,000.0000 6,000.00 0.000 0.00 S) CONTROLLER ASSEMBLY 17 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 15,000.0000 45,000.00 0.000 0.00 S) 18 HIGHWAY ADVISORY RADIO SYSTEM EA 50,000.0000 50,000.00 0.000 0.00 S) 19 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 20 COMPOST, INCORPORATE M2 9.0000 127,800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A10U4 TIME 08:29 AM ESTIMATE NO. 15 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 03/20/10 R.E. NAME: S RAY NOZZARI DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 46,936.60 54,966,378.82 ADJUSTMENT OF COMPENSATION 964,601.20 1,730,218.57 EXTRA WORK 407,833.13 2,839,768.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,419,370.93 59,536,366.25 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 1,419,370.93 65,076,366.25 MATERIALS ON HAND ON SITE 671,856.25 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,419,370.93 65,748,222.50 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 09/10/10 147 153 30 0 79% 56% PROGRESS IS SATISFACTORY S RAY NOZZARI RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/10