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 08/21/08 EST. NO.12 TIME 09:01 AM R.E. NAME: SARGISS RAMSES 04-226144 --------------------------------------------------------------------------- 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 0077 374.47 E.W. @ F.A.(+) 041108 N 0508.0 0101 277.06 051208 N 0610.0 0108 505.19 060508 N 0753.0 0114 121.01 052808 Y 0781.0 0115 156.08 060608 N 0754.0 0116 518.74 060908 N 0755.0 0118 447.84 061108 N 0809.0 0119 447.84 061208 N 0812.0 0120 383.76 061608 N 0815.0 0121 453.52 061708 N 0820.0 0122 453.52 061808 N 0823.0 0123 392.89 061908 N 0824.0 0124 453.52 061908 N 0825.0 0125 453.52 062008 N 0828.0 0128 121.88 052108 N 0676.0 0129 517.72 052208 N 0677.0 0130 629.18 052308 N 0680.0 0131 400.59 052808 N 0689.0 0132 593.76 052908 N 0692.0 0133 163.57 062508 N 0852.0 0134 163.57 062608 N 0853.0 0135 81.78 062708 N 0855.0 0136 277.78 070108 N 0856.0 0137 1,459.21 070208 N 0860.0 002 0013 1,632.40 E.W. @ F.A.(+) 121207 N 0484.0 0014 281.28 032108 Y 0533.0 003 0015 646.80 E.W. @ F.A.(+) 082207 N 0409.0 0017 133.58 091307 N 0085.0 0019 2,571.80 061308 N 0762.0 0020 857.33 060308 N 0756.0 0021 1,551.64 060908 N 0757.0 0022 3,135.99 061608 N 0817.0 0025 894.44 061108 Y 0836.0 0029 459.66 042808 Y 0729.1 006 0080 3,895.01 E.W. @ F.A.(+) 051208 N 0612.0 0086 647.82 051208 N 0606.0 0091 688.68 031208 N 0733.0 0092 193.87 031308 N 0734.0 0093 304.06 031708 N 0735.0 0100 2,819.98 061308 N 0761.0 0117 242.01 042808 Y 0727.1 009 0022-1 -1,853.28 E.W. @ F.A.(+) 111307 N 0241.0 DAO CORRECTING ENTRY 0023-1 -1,853.28 121407 N 0242.0 DAO CORRECTING ENTRY 0037-1 -1,853.28 011508 N 0398.0 DAO CORRECTING ENTRY 0047 163.04 090507 Y 0795.0 010 0021 2,403.22 E.W. @ F.A.(+) 051908 N 0670.0 011 0027-1 -15,198.48 E.W. @ F.A.(+) 102307 N 0209.1 DAO CORRECTING ENTRY 0028-1 -15,198.48 112407 N 0210.1 DAO CORRECTING ENTRY 0029-1 -15,198.48 122507 N 0399.1 DAO CORRECTING ENTRY 0030-1 -15,198.48 012508 N 0400.1 DAO CORRECTING ENTRY 0033-1 -15,198.48 022508 N 0746.0 DAO CORRECTING ENTRY 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 08/21/08 EST. NO.12 TIME 09:01 AM R.E. NAME: SARGISS RAMSES 04-226144 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0034-1 -15,198.48 032508 N 0747.0 DAO CORRECTING ENTRY 0035-1 -15,198.48 042508 N 0748.0 DAO CORRECTING ENTRY 0037 506.62 062608 N 0851.0 0037-1 -506.62 062608 N 0851.0 DAO CORRECTING ENTRY 0038 74.80 050508 N 0668.0 012 0080 801.43 E.W. @ F.A.(+) 061208 N 0759.0 0083 1,010.85 052708 N 0682.0 0084 1,126.52 052708 N 0686.0 0085 2,032.00 052808 N 0687.0 0086 96.46 052908 N 0694.0 0087 1,701.28 071408 N 0864.0 0088 110.40 071708 N 0872.0 013 0002 3,285.51 E.W. @ F.A.(+) 071408 Y 0873.0 0003 3,489.01 071508 Y 0874.0 0004 3,228.93 071108 Y 0875.0 0005 1,914.03 070908 Y 0878.0 0006 1,914.03 071008 Y 0879.0 0007 4,053.21 071708 Y 0884.0 0008 4,141.20 071808 Y 0885.0 0009 3,125.76 071608 Y 0886.0 0010 1,792.95 070708 Y 0887.0 0011 1,914.03 070808 Y 0888.0 0012 1,915.99 070308 Y 0897.0 015 0108 1,964.09 E.W. @ F.A.(+) 042408 Y 0705.0 0109 612.52 041708 Y 0720.0 0110 548.40 040908 Y 0725.0 0111 4,401.59 040908 Y 0726.0 0112 830.86 052208 Y 0730.0 0113 4,403.72 050708 Y 0731.0 0119 221.27 052108 Y 0778.0 0126 387.21 060408 Y 0787.0 0131 2,410.81 052108 Y 0799.0 0135 7,230.30 060408 Y 0804.0 0138 624.29 061108 N 0810.0 0139 312.15 061208 N 0811.0 0140 312.15 061308 N 0813.0 0141 389.80 061808 N 0822.0 0142 1,531.47 051408 Y 0835.0 0144 4,338.19 041708 Y 0721.1 0145 540.60 071508 Y 0891.0 0149 21,726.00 E.W. @ U.P (+) 080408 N 1 0 018 0051 338.60 E.W. @ F.A.(+) 061708 N 0819.0 0053 684.74 070108 N 0858.0 019 0042 495.27 E.W. @ F.A.(+) 050608 N 0588.0 0046 1,741.18 050608 N 0627.0 0060 2,346.04 043008 N 0569.0 0061 1,551.06 050108 N 0572.0 0062 1,411.71 050208 N 0576.0 0063 240.05 041108 Y 0766.0 0064 975.18 042208 Y 0767.0 0066 283.70 052208 Y 0779.0 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 08/21/08 EST. NO.12 TIME 09:01 AM R.E. NAME: SARGISS RAMSES 04-226144 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0069 634.51 052708 N 0685.0 0070 270.02 052908 N 0691.0 0071 1,869.20 061808 N 0821.0 0072 997.42 042108 Y 0710.1 0073 7,132.42 040708 Y 0711.1 0074 887.36 040708 Y 0712.1 33,793.68 TOTAL THIS ESTIMATE 1,370,232.76 TOTAL PREVIOUS ESTIMATE 1,404,026.44 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 08/21/08 EST. NO.12 TIME 09:01 AM R.E. NAME: SARGISS RAMSES 04-226144 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 09:01 AM ESTIMATE NO. 12 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: SARGISS RAMSES DATE OF THIS ESTIMATE 08/21/08 LOCATION PROGRESS ESTIMATE 04-MRN-101-11.2/12.8 ----------------- GHILOTTI BROS. INC IN MARIN COUNTY IN SAN RAFAEL FROM 525 JACOBY STREET 0.8 KM SOUTH OF COLEMAN SCHOOL SAN RAFAEL, CA 94901 PEDESTRIAN OVERCROSSING TO NORTH SAN PEDRO ROAD UNDERCROSSING FED. AID NO. ACST-Q101(127)E ,PE-Q101(127)E ,CML-6204(43) WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 4,500.0000 4,500.00 0.790 3,555.00 02 TIME-RELATED OVERHEAD LS 900,000.0000 900,000.00 0.088 79,200.00 0.575 517,500.00 03 TEMPORARY FENCE M 22.0000 14,960.00 22.000 484.00 04 TEMPORARY FENCE (TYPE ESA) M 4.5000 450.00 100.000 450.00 05 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 0.030 2,250.00 0.980 73,500.00 07 DEWATERING AND NON-STORM WATER DISCHARGE LS 40,000.0000 40,000.00 0.030 1,200.00 0.980 39,200.00 CONTROL 08 TEMPORARY SILT FENCE M 9.0000 6,300.00 10.000 90.00 846.800 7,621.20 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 25,000.00 1.000 2,500.00 9.000 22,500.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 22,000.00 11.000 22,000.00 11 TEMPORARY COVER M2 3.0000 15,000.00 10,777.310 32,331.93 12 TEMPORARY DRAINAGE INLET PROTECTION EA 700.0000 24,500.00 21.000 14,700.00 83.000 58,100.00 13 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.980 14,700.00 S) 14 TRAFFIC CONTROL SYSTEM LS 514,000.0000 514,000.00 0.030 15,420.00 0.984 505,776.00 S) 15 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 2,250.00 15.140 1,135.50 29.140 2,185.50 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.2500 35,750.00 541.320 1,759.29 1,564.320 5,084.04 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 3,975.00 10.000 750.00 104.000 7,800.00 S) 18 TEMPORARY PAVEMENT MARKER EA 5.0000 16,100.00 40.000 200.00 128.000 640.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 0.080 6,000.00 0.954 71,550.00 S) 20 TEMPORARY RAILING (TYPE K) M 45.0000 490,500.00 548.300 24,673.50 4,980.660 224,129.70 S) 21 TEMPORARY CRASH CUSHION MODULE EA 200.0000 60,000.00 10.000 2,000.00 113.000 22,600.00 S) 22 ABANDON CULVERT EA 700.0000 3,500.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 09:01 AM ESTIMATE NO. 12 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: SARGISS RAMSES DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON INLET EA 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200.00 24 REMOVE CHAIN LINK FENCE M 14.0000 16,660.00 1,309.000 18,326.00 25 REMOVE FLARED END SECTION EA 250.0000 2,750.00 3.000 750.00 26 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 20,760.00 0.000 0.00 STRIPE 27 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 2,190.00 0.000 0.00 28 REMOVE PAVEMENT MARKING M2 65.0000 975.00 0.000 0.00 29 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 12,690.00 0.000 0.00 30 REMOVE ROADSIDE SIGN (WOOD POST) EA 90.0000 1,170.00 0.000 0.00 31 REMOVE ROADSIDE SIGN PANEL EA 200.0000 800.00 0.000 0.00 32 REMOVE SIGN STRUCTURE EA 6,600.0000 19,800.00 1.000 6,600.00 33 REMOVE CULVERT EA 700.0000 21,700.00 1.000 700.00 18.000 12,600.00 34 REMOVE SLOTTED PIPE EA 6,000.0000 36,000.00 0.000 0.00 35 REMOVE INLET EA 350.0000 8,050.00 1.000 350.00 14.000 4,900.00 36 REMOVE HEADWALL EA 3,000.0000 9,000.00 8.000 24,000.00 37 REMOVE CONCRETE PAVEMENT M3 100.0000 15,000.00 417.900 41,790.00 38 SALVAGE CHAIN LINK FENCE M 1,000.0000 90,000.00 40.000 40,000.00 40.000 40,000.00 39 SALVAGE METAL BEAM GUARD RAILING M 27.5000 18,150.00 113.000 3,107.50 739.160 20,326.90 40 AT AND T TELEPHONE CONDUIT RELOCATION LS 75,000.0000 75,000.00 0.000 0.00 S) 41 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 0.000 0.00 42 ADJUST WATER METER TO GRADE EA 450.0000 900.00 0.000 0.00 43 ADJUST WATER VALVE COVER TO GRADE EA 450.0000 450.00 0.000 0.00 44 MODIFY INLET EA 2,100.0000 6,300.00 0.000 0.00 45 REMODEL INLET EA 2,500.0000 5,000.00 0.000 0.00 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 237,600.00 0.000 0.00 S) 47 REMOVE CONCRETE BARRIER M 75.0000 180,000.00 0.000 0.00 48 REMOVE CONCRETE (CURB, GUTTER, AND M3 250.0000 27,500.00 105.000 26,250.00 SIDEWALK) 49 REMOVE SOUND WALL M2 25.0000 130,750.00 472.280 11,807.00 908.280 22,707.00 PROGRAM CAS145 PAGE 3 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 09:01 AM ESTIMATE NO. 12 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: SARGISS RAMSES DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE SOUND WALL (AT SOUND WALL NO.9) LS 125,000.0000 125,000.00 0.000 0.00 51 CAP INLET EA 1,500.0000 4,500.00 0.000 0.00 52 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 1.000 30,000.00 53 BRIDGE REMOVAL (PORTION), LOCATION B LS 35,000.0000 35,000.00 1.000 35,000.00 54 BRIDGE REMOVAL (PORTION), LOCATION C LS 50,000.0000 50,000.00 1.000 50,000.00 55 CLEARING AND GRUBBING LS 77,500.0000 77,500.00 1.000 77,500.00 56 ROADWAY EXCAVATION M3 50.0000 1,105,000.00 2,022.000 101,100.00 7,836.220 391,811.00 57 ROADWAY EXCAVATION (TYPE Y-1) M3 40.0000 52,000.00 1,614.000 64,560.00 (AERIALLY DEPOSITED LEAD) 58 ROADWAY EXCAVATION (TYPE Y-2) M3 40.0000 80,000.00 804.000 32,160.00 1,548.000 61,920.00 (AERIALLY DEPOSITED LEAD) 59 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 1.000 6,000.00 60 STRUCTURE EXCAVATION (BRIDGE) M3 130.0000 118,170.00 240.000 31,200.00 1,149.000 149,370.00 F) 61 STRUCTURE EXCAVATION (TYPE D) M3 200.0000 14,000.00 70.000 14,000.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) M3 105.0000 1,014,615.00 1,050.000 110,250.00 5,058.300 531,121.50 F) 63 STRUCTURE EXCAVATION, RETAINING WALL M3 70.0000 751,380.00 9,781.570 684,709.90 F) (SOUND WALL ) 64 STRUCTURE EXCAVATION (TYPE Z-2) M3 200.0000 14,000.00 1,204.725 240,945.00 (AERIALLY DEPOSITED LEAD) 65 STRUCTURE EXCAVATION (TYPE Y-1) M3 40.0000 72,000.00 1,295.308 51,812.32 (AERIALLY DEPOSITED LEAD) 66 STRUCTURE BACKFILL (BRIDGE) M3 22.0000 15,114.00 69.000 1,518.00 F) 67 CLASS 4 CONCRETE (BACKFILL) M3 450.0000 7,200.00 0.000 0.00 F) 68 STRUCTURE BACKFILL (RETAINING WALL) M3 22.0000 200,046.00 2,067.020 45,474.44 2,308.500 50,787.00 F) 69 STRUCTURE BACKFILL (SOUND WALL) M3 22.0000 5,060.00 7.840 172.48 70 STRUCTURE BACKFILL, RETAINING WALL M3 22.0000 249,436.00 1,896.000 41,712.00 8,008.500 176,187.00 F) (SOUND WALL ) 71 PERVIOUS BACKFILL MATERIAL M3 47.0000 52,969.00 497.220 23,369.34 732.870 34,444.89 F) 72 SAND BACKFILL M3 220.0000 22,000.00 0.000 0.00 73 DITCH EXCAVATION M3 60.0000 126,000.00 688.000 41,280.00 74 IMPORTED BORROW M3 0.0100 90.00 0.000 0.00 75 HIGHWAY PLANTING LS 75,000.0000 75,000.00 0.000 0.00 S) 76 EROSION CONTROL (NETTING) M2 5.5000 18,700.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 09:01 AM ESTIMATE NO. 12 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: SARGISS RAMSES DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FIBER (EROSION CONTROL) KG 1.0000 710.00 0.000 0.00 S) 78 FIBER ROLLS M 11.0000 14,410.00 0.000 0.00 S) 79 LOG REVETMENT LS 5,000.0000 5,000.00 0.900 4,500.00 S) 80 COMPOST (EROSION CONTROL) M3 250.0000 2,250.00 0.000 0.00 S) 81 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 4,800.00 0.000 0.00 S) 82 PURE LIVE SEED (EROSION CONTROL) KG 78.0000 7,332.00 0.000 0.00 S) 83 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 320.00 0.000 0.00 S) 84 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 85 IRRIGATION SYSTEM LS 150,000.0000 150,000.00 0.000 0.00 S) 86 WATER METER EA 20,000.0000 40,000.00 0.000 0.00 87 200 MM CORRUGATED HIGH DENSITY M 220.0000 11,220.00 12.190 2,681.80 55.190 12,141.80 POLYETHYLENE PIPE CONDUIT 88 200 MM WELDED STEEL PIPE CONDUIT M 1,000.0000 15,000.00 0.000 0.00 (6.35 MM THICK) 89 CLASS 4 AGGREGATE SUBBASE M3 152.0000 42,560.00 0.000 0.00 90 CLASS 2 AGGREGATE BASE M3 125.0000 242,500.00 0.000 0.00 91 SEAL RANDOM CRACKS LNKM 1,500.0000 15,000.00 0.000 0.00 92 ASPHALT CONCRETE (TYPE A) TONN 86.0000 1,917,800.00 2,579.090 221,801.74 5,271.760 453,371.36 93 ASPHALT CONCRETE (OPEN GRADED) TONN 115.0000 805,000.00 0.000 0.00 94 ASPHALT CONCRETE (LEVELING) TONN 90.0000 129,600.00 0.000 0.00 95 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 6,000.00 391.630 23,497.80 AREA) 96 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 9.5000 522.50 0.000 0.00 97 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.0000 4,240.00 0.000 0.00 98 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 2,960.00 0.000 0.00 99 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 70,000.00 2.860 1,430.00 3.800 1,900.00 00 PORTLAND CEMENT CONCRETE BASE M3 400.0000 100,000.00 0.000 0.00 01 610 MM CAST-IN-DRILLED-HOLE CONCRETE M 660.0000 541,200.00 2,139.000 1,411,740.00 S) PILING 02 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 710.0000 636,870.00 13.000 9,230.00 800.910 568,646.10 S) PILING 03 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 600.0000 900,000.00 359.100 215,460.00 1,202.100 721,260.00 S) PILING PROGRAM CAS145 PAGE 5 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 09:01 AM ESTIMATE NO. 12 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: SARGISS RAMSES DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 270.0000 1,301,400.00 616.900 166,563.00 S) PILING (SOUND WALL) 05 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 720.0000 131,760.00 103.740 74,692.80 S) PILING (RETAINING WALL) 06 PRESTRESSING CAST-IN-PLACE CONCRETE LS 75,000.0000 75,000.00 0.640 48,000.00 S) 07 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 83,500.00 50.000 25,000.00 99.410 49,705.00 F) 08 STRUCTURAL CONCRETE, BRIDGE M3 1,200.0000 783,600.00 131.000 157,200.00 421.100 505,320.00 F) 09 STRUCTURE CONCRETE, RETAINING WALL M3 725.0000 1,870,500.00 20.640 14,964.00 2,850.790 2,066,822.75 (SOUND WALL) 10 STRUCTURAL CONCRETE, RETAINING WALL M3 625.0000 2,517,500.00 275.020 171,887.50 1,626.610 1,016,631.25 F) 11 SKYLIGHT LS 2,500.0000 2,500.00 0.000 0.00 12 STRUCTURAL CONCRETE, APPROACH SLAB M3 0.0100 0.11 0.000 0.00 F) (TYPE N) 13 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 15,000.00 0.000 0.00 F) (TYPE N MODIFIED) 14 CLASS 2 CONCRETE (BOX CULVERT) M3 1,000.0000 370,000.00 21.820 21,820.00 211.690 211,690.00 15 CLASS 2 CONCRETE (WINGWALLS) M3 700.0000 14,000.00 0.000 0.00 16 CLASS 1 CONCRETE (BOX CULVERT) M3 980.0000 172,480.00 176.000 172,480.00 F) 17 CLASS 1 CONCRETE M3 900.0000 64,800.00 0.000 0.00 F) (BOX CULVERT EXTENSION AND WINGWALL) 18 MINOR CONCRETE (MINOR STRUCTURE) M3 1,700.0000 816,340.00 49.590 84,303.00 259.250 440,725.00 F) 19 MINOR CONCRETE (STAIRWAY) M3 2,500.0000 12,500.00 0.000 0.00 F) 20 MINOR CONCRETE (SOUND WALL) M3 500.0000 355,000.00 0.000 0.00 21 MINOR CONCRETE (BACKFILL) M3 600.0000 54,600.00 88.340 53,004.00 22 BIKE PATH AMENITIES LS 275,000.0000 275,000.00 0.000 0.00 23 FRACTURED RIB TEXTURE M2 70.0000 477,260.00 41.000 2,870.00 3,275.070 229,254.90 F) 24 RANDOM RIB TEXTURE M2 170.0000 484,160.00 445.000 75,650.00 814.400 138,448.00 F) 25 DRILL AND BOND DOWEL M 90.0000 15,570.00 26.400 2,376.00 174.950 15,745.50 26 CORE CONCRETE (680 MM) M 1,000.0000 3,000.00 4.330 4,330.00 S) 27 SOUND WALL (PRECAST CONCRETE PANEL) M2 600.0000 10,200.00 0.000 0.00 SF) 28 SOUND WALL (MASONRY BLOCK) M2 250.0000 327,500.00 0.000 0.00 SF) 29 SOUND WALL (SOUND ABSORPTIVE) M2 600.0000 2,472,000.00 167.870 100,722.00 167.870 100,722.00 S) 30 SOUND WALL M2 430.0000 3,513,100.00 0.000 0.00 S) (SOUND ABSORPTIVE WITH BARRIER) PROGRAM CAS145 PAGE 6 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 09:01 AM ESTIMATE NO. 12 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: SARGISS RAMSES DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 JOINT SEAL (MR 15 MM) M 85.0000 4,080.00 0.000 0.00 S) 32 BAR REINFORCING STEEL KG 3.3000 485,459.70 169,188.500 558,322.05 SF) 33 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 382,740.00 13,382.000 40,146.00 67,180.200 201,540.60 SF) 34 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8000 565,111.80 15,493.500 27,888.30 114,910.650 206,839.17 SF) 35 BAR REINFORCING STEEL (WINGWALL) KG 3.3000 5,735.40 0.000 0.00 SF) 36 BAR REINFORCING STEEL (BOX CULVERT) KG 3.3000 140,028.90 3,874.000 12,784.20 51,189.180 168,924.29 SF) 37 BAR REINFORCING STEEL, RETAINING WALL KG 3.0000 564,711.00 1,500.000 4,500.00 224,973.100 674,919.30 SF)(SOUND WALL) 38 WATERPROOFING AND COVER M2 150.0000 14,100.00 0.000 0.00 SF) 39 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 343,200.00 9,700.000 116,400.00 SF) 40 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7500 26,850.00 9,700.000 7,275.00 SF) 41 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 135.0000 12,150.00 0.000 0.00 S) 42 FURNISH LAMINATED PANEL SIGN M2 250.0000 1,500.00 0.000 0.00 S) (25.4 MM-TYPE B) 43 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 6,020.00 0.000 0.00 S) (1.6 MM-UNFRAMED) 44 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 1,200.00 0.000 0.00 S) (2.0 MM-UNFRAMED) 45 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 600.00 0.000 0.00 S) (1.6 MM-FRAMED) 46 FURNISH SINGLE SHEET ALUMINUM SIGN M2 190.0000 2,660.00 0.000 0.00 S) (2.0 MM-FRAMED) 47 1524 MM CAST-IN-DRILLED-HOLE M 215.0000 6,450.00 14.310 3,076.65 S) CONCRETE PILE (SIGN FOUNDATION) 48 METAL (BARRIER MOUNTED SIGN) KG 27.0000 16,200.00 0.000 0.00 49 ROADSIDE SIGN - ONE POST EA 230.0000 3,450.00 0.000 0.00 50 ROADSIDE SIGN - TWO POST EA 400.0000 2,400.00 0.000 0.00 51 ROADSIDE SIGN EA 100.0000 500.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 52 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 500.00 0.000 0.00 METHOD) 53 INSTALL SIGN PANEL ON EXISTING FRAME M2 150.0000 6,450.00 0.000 0.00 54 INSTALL ROADSIDE SIGN PANEL ON EA 300.0000 900.00 0.000 0.00 EXISTING POST 55 REMOVE RAILROAD TRACK LS 435,600.0000 435,600.00 1.000 435,600.00 S) 56 CONSTRUCT RAILROAD TRACK LS 850,000.0000 850,000.00 0.000 0.00 S) 57 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 325.0000 412,750.00 93.920 30,524.00 723.620 235,176.50 PROGRAM CAS145 PAGE 7 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 09:01 AM ESTIMATE NO. 12 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: SARGISS RAMSES DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 785.0000 172,700.00 199.350 156,489.75 59 600 MM ALTERNATIVE PIPE CULVERT M 410.0000 110,700.00 63.530 26,047.30 193.730 79,429.30 60 750 MM ALTERNATIVE PIPE CULVERT M 450.0000 4,950.00 17.000 7,650.00 61 900 MM ALTERNATIVE PIPE CULVERT M 560.0000 145,600.00 24.380 13,652.80 248.970 139,423.20 62 1050 MM ALTERNATIVE PIPE CULVERT M 630.0000 40,320.00 57.810 36,420.30 (TYPE A) 63 1050 MM ALTERNATIVE PIPE CULVERT M 660.0000 270,600.00 438.120 289,159.20 (TYPE B) 64 1200 MM ALTERNATIVE PIPE CULVERT M 800.0000 37,600.00 49.330 39,464.00 65 450 MM REINFORCED CONCRETE PIPE M 1.0000 31.00 0.000 0.00 66 600 MM REINFORCED CONCRETE PIPE M 715.0000 22,880.00 4.300 3,074.50 26.740 19,119.10 67 750 MM REINFORCED CONCRETE PIPE M 480.0000 6,720.00 17.000 8,160.00 68 900 MM REINFORCED CONCRETE PIPE M 630.0000 25,830.00 5.000 3,150.00 5.000 3,150.00 69 1050 MM REINFORCED CONCRETE PIPE M 830.0000 5,810.00 7.310 6,067.30 7.310 6,067.30 70 1650 MM REINFORCED CONCRETE PIPE M 1,400.0000 19,600.00 14.000 19,600.00 71 450 MM REINFORCED CONCRETE PIPE M 315.0000 7,245.00 9.750 3,071.25 9.750 3,071.25 (CLASS V) 72 600 MM REINFORCED CONCRETE PIPE M 560.0000 19,600.00 23.160 12,969.60 (CLASS V) 73 750 MM REINFORCED CONCRETE PIPE M 475.0000 5,700.00 12.310 5,847.25 (CLASS V) 74 900 MM REINFORCED CONCRETE PIPE M 600.0000 16,200.00 12.190 7,314.00 12.190 7,314.00 (CLASS V) 75 1050 MM CORRUGATED STEEL PIPE M 1.0000 9.00 0.000 0.00 (3.51 MM THICK) 76 1650 MM CORRUGATED STEEL PIPE M 1,100.0000 15,400.00 17.060 18,766.00 (3.51 MM THICK) 77 450 MM CORRUGATED STEEL PIPE WITH M 350.0000 32,550.00 32.500 11,375.00 57.880 20,258.00 POLYMERIC COATING (1.63 MM THICK) 78 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 213,000.00 0.000 0.00 (1.63 MM THICK) 79 450 MM WELDED STEEL PIPE (3.40 MM THICK) M 1,100.0000 4,400.00 4.250 4,675.00 4.250 4,675.00 80 600 MM WELDED STEEL PIPE (3.40 MM THICK) M 1,100.0000 18,700.00 5.000 5,500.00 11.600 12,760.00 81 750 MM WELDED STEEL PIPE (9.53 MM THICK) M 1,200.0000 3,600.00 5.000 6,000.00 82 900 MM WELDED STEEL PIPE (9.53 MM THICK) M 1,400.0000 5,600.00 30.200 42,280.00 83 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 84 750 MM CONCRETE FLARED END SECTION EA 1,100.0000 3,300.00 3.000 3,300.00 PROGRAM CAS145 PAGE 8 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 09:01 AM ESTIMATE NO. 12 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: SARGISS RAMSES DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 900 MM CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 0.000 0.00 86 1050 MM CONCRETE FLARED END SECTION EA 2,500.0000 2,500.00 0.000 0.00 87 1050 MM ALTERNATIVE FLARED END SECTION EA 2,500.0000 2,500.00 0.000 0.00 88 ROCK SLOPE PROTECTION M3 160.0000 52,800.00 52.650 8,424.00 (FACING, METHOD B) 89 SLOPE PAVING (CONCRETE) M3 1,900.0000 5,700.00 0.000 0.00 F) 90 ROCK SLOPE PROTECTION FABRIC M2 5.0000 2,850.00 125.000 625.00 91 MINOR CONCRETE (MISCELLANEOUS M3 1,300.0000 130,000.00 60.650 78,845.00 CONSTRUCTION) 92 MINOR CONCRETE (MEDIUM BROOM FINISH) M2 200.0000 24,000.00 0.000 0.00 93 MISCELLANEOUS IRON AND STEEL KG 2.7500 55,825.00 2,476.000 6,809.00 10,614.000 29,188.50 SF) 94 GRATE LOCKING DEVICE EA 300.0000 3,000.00 0.000 0.00 S) 95 CHAIN LINK FENCE (TYPE CL-1.2) M 70.0000 30,800.00 0.000 0.00 S) 96 CHAIN LINK FENCE (TYPE CL-1.8) M 70.0000 77,000.00 0.000 0.00 S) 97 METAL BEAM GUARD RAILING (WOOD POST) M 132.0000 19,800.00 0.000 0.00 S) 98 CHAIN LINK RAILING (TYPE 7) M 180.0000 34,560.00 0.000 0.00 SF) 99 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 155.0000 274,350.00 0.000 0.00 S) 00 CONCRETE BARRIER (TYPE 26 MODIFIED) M 250.0000 15,500.00 0.000 0.00 F) 01 METAL BRIDGE RAILING LS 13,000.0000 13,000.00 0.000 0.00 SF) 02 TRANSITION RAILING (TYPE WB) EA 3,775.0000 3,775.00 0.000 0.00 S) 03 TERMINAL SYSTEM (TYPE SRT) EA 2,675.0000 2,675.00 0.000 0.00 S) 04 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,675.0000 2,675.00 0.000 0.00 S) 05 CRASH CUSHION, SAND FILLED EA 900.0000 2,700.00 0.000 0.00 S) 06 CRASH CUSHION (ADIEM) EA 40,000.0000 40,000.00 0.000 0.00 S) 07 CONCRETE BARRIER (TYPE 60) M 280.0000 739,200.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 60C) M 760.0000 737,200.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60D) M 260.0000 31,200.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 736 MODIFIED) M 710.0000 32,660.00 0.000 0.00 F) 11 CONCRETE BARRIER (TYPE 736S) M 450.0000 432,000.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 09:01 AM ESTIMATE NO. 12 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: SARGISS RAMSES DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CONCRETE BARRIER (TYPE 736SV) M 27.0000 38,340.00 0.000 0.00 13 THERMOPLASTIC PAVEMENT MARKING M2 65.0000 3,250.00 0.000 0.00 S) 14 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7500 19,145.00 0.000 0.00 S) 15 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 2,340.00 0.000 0.00 S) 16 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 2,160.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 150.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 18 PAINT TRAFFIC STRIPE (2-COAT) M 1.5000 4,080.00 0.000 0.00 S) 19 PAINT PAVEMENT MARKING (2-COAT) M2 65.0000 585.00 0.000 0.00 S) 20 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.0000 22,050.00 0.000 0.00 S) 21 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.5000 12,740.00 0.000 0.00 S) 22 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 25,000.0000 25,000.00 0.750 18,750.00 S) 23 LIGHTING (BIKE PATH) LS 290,000.0000 290,000.00 0.280 81,200.00 S) 24 LIGHTING (CITY) LS 10,000.0000 10,000.00 0.050 500.00 S) 25 LIGHTING (CITY STAGE CONSTRUCTION) LS 9,000.0000 9,000.00 0.000 0.00 S) 26 LIGHTING AND SIGN ILLUMINATION LS 90,000.0000 90,000.00 0.900 81,000.00 S) (STAGE CONSTRUCTION) 27 LIGHTING AND SIGN ILLUMINATION LS 270,000.0000 270,000.00 0.290 78,300.00 S) 28 FLASHING BEACON SYSTEM LS 45,000.0000 45,000.00 0.000 0.00 S) 29 ELECTRIC SERVICE (IRRIGATION) LS 15,000.0000 15,000.00 0.500 7,500.00 S) 30 TRAFFIC OPERATIONS SYSTEM LS 570,000.0000 570,000.00 0.660 376,200.00 S) 31 DIAL-UP MODEM EA 2,000.0000 2,000.00 0.000 0.00 S) 32 GENERAL PACKET RADIO SYSTEM WIRELESS EA 3,000.0000 18,000.00 0.000 0.00 S) MODEM ASSEMBLY 33 CAMERA UNIT EA 6,000.0000 6,000.00 0.000 0.00 S) 34 PAN/TILT UNIT EA 4,500.0000 4,500.00 0.000 0.00 S) 35 CAMERA CONTROL UNIT EA 4,500.0000 4,500.00 0.000 0.00 S) 36 VIDEO ENCODER UNIT EA 29,000.0000 29,000.00 0.000 0.00 S) 37 INTEGRATED SERVICE DIGITAL NETWORK EA 2,000.0000 2,000.00 0.000 0.00 S) TERMINAL ADAPTER 38 RELOCATE UNDERGROUND ELECTRIC CONDUITS LS 17,000.0000 17,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 09:01 AM ESTIMATE NO. 12 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: SARGISS RAMSES DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 40 SAMPLING AND ANALYSIS LS 50,000.0000 50,000.00 1.000 50,000.00 41 HEALTH AND SAFETY PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 42 ASBESTOS COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 43 STRUCTURE EXCAVATION (TYPE Y-2) M3 40.0000 116,000.00 319.000 12,760.00 (AERIALLY DEPOSITED LEAD) 44 STRUCTURE EXCAVATION (TYPE TPH) M3 125.0000 12,500.00 1,741.620 217,702.50 PROGRAM CAS145 PAGE 11 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 09:01 AM ESTIMATE NO. 12 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: SARGISS RAMSES DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,908,283.26 17,638,429.43 ADJUSTMENT OF COMPENSATION 0.00 136,556.48 EXTRA WORK 33,793.68 1,267,469.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,942,076.94 19,042,455.87 45 MOBILIZATION LS 4385,000.0000 4,385,000.00 0.950 4,165,750.00 ORIGINAL CONTRACT AMOUNT 43,851,526.41 TOTAL WORK COMPLETED 1,942,076.94 23,208,205.87 MATERIALS ON HAND ON SITE 1,242,107.75 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,942,076.94 24,450,313.62 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 08/15/07 515 08/15/07 08/15/07 03/05/09 152 90 14 4 51% 53% PROGRESS IS SATISFACTORY SARGISS RAMSES RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 08/21/08