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 10/20/07 EST. NO.18 TIME 09:11 AM R.E. NAME: FARHAD FARAZMAND 04-2261V4 --------------------------------------------------------------------------- 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 0130 4,777.44 E.W. @ F.A.(+) 082206 N 0257.1 0147-1 -154.27 041807 Y 0860.0 DAO CORRECTING ENTRY 0147-2 160.53 041807 Y 0860.0 DAO CORRECTING ENTRY 0166 1,194.00 071007 N 0951.0 0168 6,681.14 042407 N 0843.0 0172 226.04 091306 Y 0468.1 0179 6,374.08 062007 N 0903.0 0180 8,739.93 062507 N 0909.0 0181 844.63 070307 N 0916.1 0200 546.58 092407 N 1095.0 004 0016 6,442.03 E.W. @ F.A.(+) 081507 N 1086.0 005 0015 403.18 E.W. @ F.A.(+) 071207 Y 1042.0 006 0099 3,732.08 E.W. @ F.A.(+) 051007 N 0837.0 0105 728.12 071307 N 0957.1 0106 135.70 053107 Y 0988.0 0109 1,893.29 071807 N 0990.0 0111 1,997.44 072007 N 0993.0 0112 839.60 072607 N 1002.0 0113 869.01 072707 N 1003.0 0114 741.90 073007 N 1004.0 0115 2,624.50 073107 N 1007.0 0116 4,526.90 080107 N 1009.0 0117 3,240.48 080207 N 1010.0 010 0038 300.00 E.W. @ F.A.(+) 083107 N 1072.0 0040 2,789.79 091307 N 1082.0 0041 2,190.98 092007 N 1083.0 019 0021 3,010.91 E.W. @ F.A.(+) 081006 N 0448.0 0026 561.79 052107 Y 0975.0 0027 561.79 052207 Y 0977.0 0028 561.79 052307 Y 0978.0 031 0002 612.76 E.W. @ F.A.(+) 081506 Y 0240.0 0011 309.75 082206 Y 0294.0 0012 309.75 082406 Y 0295.0 0105 376.47 100506 Y 0644.0 0107 887.10 110206 Y 0646.0 0110 481.23 110806 Y 0649.0 0111 441.64 110906 Y 0650.0 0112 1,359.38 111006 Y 0651.0 0113 397.85 111306 Y 0652.0 0114 321.11 111506 Y 0653.0 0115 320.22 111606 Y 0654.0 0116 736.63 112006 Y 0655.0 0117 746.30 112206 Y 0656.0 0118 714.76 120106 Y 0660.0 0119 413.05 122906 Y 0667.0 0120 620.24 120806 Y 0671.0 0121 191.88 110906 Y 0672.0 0122 292.94 112706 Y 0673.0 0123 244.20 112906 Y 0674.0 0124 549.79 110706 Y 0675.0 0125 1,487.85 111306 Y 0676.0 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 10/20/07 EST. NO.18 TIME 09:11 AM R.E. NAME: FARHAD FARAZMAND 04-2261V4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0126 75.16 010207 Y 0677.0 0134 80.94 021507 Y 0735.0 0135 80.94 022207 Y 0736.0 0136 80.94 022307 Y 0739.0 0138 80.94 022707 Y 0743.0 0140 95.03 011107 Y 0749.0 0144-2 1,850.14 030107 Y 0753.0 DAO CORRECTING ENTRY 0145 1,099.56 022607 Y 0754.0 0153 942.93 050707 N 0834.0 0156 829.40 041907 N 0824.1 0157 631.54 040607 Y 0858.0 0158 337.30 041607 Y 0859.0 0159 1,051.75 042307 Y 0863.0 0160 148.95 042507 Y 0867.0 0161 324.37 043007 Y 0869.0 0166 229.21 052307 N 0885.0 0167 558.02 082806 Y 0299.1 0169 404.23 090206 Y 0305.1 0172 384.59 081506 Y 0242.1 0173 383.49 100706 Y 0645.1 0174 2,175.41 041107 Y 0878.1 0175 274.53 040207 Y 0879.1 0176 521.72 042707 Y 0880.1 0177 490.25 043007 Y 0881.1 0178 1,269.83 071707 N 0961.0 0179 86.66 050807 Y 0974.0 0180 636.85 060607 Y 0982.0 0181 1,149.54 052107 Y 0984.0 0182 965.84 060607 Y 0985.0 0183 1,149.54 061807 Y 0987.0 0184 1,723.10 092906 N 0340.1 0185 599.31 071807 N 0991.0 0186 180.86 072307 N 0994.0 0187 2,469.06 071307 N 0959.0 0188 1,611.51 071607 N 0960.0 0189 792.65 082407 N 1062.0 0190 1,900.67 081007 N 1063.0 0192 893.20 090607 N 1100.0 033 0037 4,661.28 E.W. @ F.A.(+) 042007 Y 0862.0 0038 3,656.94 042307 Y 0864.0 0041 6,064.36 050107 Y 0882.0 0044 4,275.39 050707 Y 0972.0 0049 38,616.76 E.W. @ L.S.(+) 101807 N 49 0 043 0095 9,161.91 E.W. @ F.A.(+) 103106 N 0411.2 045 0001 2,454.92 E.W. @ F.A.(+) 032207 N 1015.0 0002 1,291.91 032407 N 1016.0 0003 484.46 032607 N 1017.0 051 0001 877.47 E.W. @ F.A.(+) 103106 N 0417.0 0017 84.20 110906 Y 0525.0 052 0005 243.65 E.W. @ F.A.(+) 100606 Y 0504.0 0007 214.05 102106 Y 0508.0 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 10/20/07 EST. NO.18 TIME 09:11 AM R.E. NAME: FARHAD FARAZMAND 04-2261V4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0008 669.56 102406 Y 0509.0 0009 753.28 102506 Y 0510.0 0010 787.67 012307 Y 0945.0 0011-1 -383.49 100706 Y 0946.0 DAO CORRECTING ENTRY 057 0016 328.34 E.W. @ F.A.(+) 092407 N 1096.0 063 0016 2,567.09 E.W. @ F.A.(+) 030707 N 0783.0 0021 6,152.27 032207 N 0790.0 0039 3,465.81 031907 N 0787.0 0046 14,423.64 020807 N 0765.1 073 0001 1,623.44 E.W. @ F.A.(+) 031607 N 0893.0 0005 1,069.23 040407 N 1021.0 0006 363.28 040507 N 1022.0 0008 413.68 042407 N 1024.0 0009 1,323.71 042507 N 1025.0 213,561.05 TOTAL THIS ESTIMATE 4,620,117.59 TOTAL PREVIOUS ESTIMATE 4,833,678.64 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 10/20/07 EST. NO.18 TIME 09:11 AM R.E. NAME: FARHAD FARAZMAND 04-2261V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 09:11 AM ESTIMATE NO. 18 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: FARHAD FARAZMAND DATE OF THIS ESTIMATE 10/20/07 LOCATION PROGRESS ESTIMATE 04-MRN-101-9.6/11.0 ----------------- 04-MRN-580-4.6/4.8 GHILOTTI BROS. INC IN MARIN COUNTY IN SAN RAFAEL AT 525 JACOBY ST. VARIOUS LOCATIONS SAN RAFAEL, CA 94901 FED. AID NO. CML-6404(54)E 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 15,750.0000 15,750.00 0.500 7,875.00 02 TIME-RELATED OVERHEAD LS 2798,000.0000 2,798,000.00 0.018 50,364.00 0.448 1,253,504.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 35.0000 38,500.00 962.100 33,673.50 04 TEMPORARY FENCE (TYPE ESA) M 12.0000 2,400.00 56.000 672.00 05 TEMPORARY SUPPORT LS 35,000.0000 35,000.00 0.280 9,800.00 06 TEMPORARY SHORING M2 105.0000 131,250.00 253.560 26,623.80 07 450 MM TEMPORARY ALTERNATIVE FLARED END EA 455.0000 1,365.00 1.000 455.00 SECTION 08 450 MM TEMPORARY ALTERNATIVE PIPE M 170.0000 32,300.00 260.630 44,307.10 CULVERT 09 450 MM TEMPORARY SLOTTED CORRUGATED M 250.0000 947,500.00 0.000 0.00 STEEL PIPE 10 PREPARE STORM WATER POLLUTION LS 2,700.0000 2,700.00 0.800 2,160.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 65,000.0000 65,000.00 0.040 2,600.00 0.600 39,000.00 12 NON-STORM WATER DISCHARGES LS 200,000.0000 200,000.00 1.000 200,000.00 13 TEMPORARY SILT FENCE M 3.0000 750.00 1,377.330 4,131.99 14 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 10,000.00 1.000 1,000.00 17.000 17,000.00 15 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 20,000.00 13.000 13,000.00 16 TEMPORARY COVER M2 2.4000 13,200.00 186.000 446.40 14,324.800 34,379.52 17 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 8,750.00 33.000 5,775.00 18 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.800 8,000.00 S) 19 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.018 9,900.00 0.540 297,000.00 S) 20 TYPE II BARRICADE EA 50.0000 1,300.00 0.000 0.00 S) 21 TYPE III BARRICADE EA 70.0000 2,100.00 0.000 0.00 S) 22 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 61,400.00 7,055.740 14,111.48 S) PROGRAM CAS145 PAGE 2 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 09:11 AM ESTIMATE NO. 18 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: FARHAD FARAZMAND DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 16,800.00 26.000 1,040.00 S) 24 TEMPORARY PAVEMENT MARKER EA 6.0000 35,340.00 598.000 3,588.00 S) 25 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,350.0000 6,750.00 0.000 0.00 S) 26 TEMPORARY RAILING (TYPE K) M 34.0000 584,800.00 5,117.900 174,008.60 S) 27 TEMPORARY CRASH CUSHION MODULE EA 140.0000 67,200.00 214.000 29,960.00 S) 28 ABANDON CULVERT EA 850.0000 98,600.00 72.000 61,200.00 29 ABANDON INLET EA 880.0000 4,400.00 4.000 3,520.00 30 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 31 REMOVE CHAIN LINK FENCE M 16.4000 15,416.00 1,039.500 17,047.80 32 REMOVE METAL BEAM GUARD RAILING M 31.5000 16,380.00 446.360 14,060.34 33 REMOVE DOUBLE METAL BEAM BARRIER M 61.0000 3,050.00 15.240 929.64 34 REMOVE FLARED END SECTION EA 150.0000 150.00 1.000 150.00 35 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 8.0000 74,880.00 1,094.820 8,758.56 STRIPE 36 REMOVE YELLOW THERMOPLASTIC PAVEMENT M2 200.0000 2,600.00 0.000 0.00 MARKING 37 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 46,800.00 2,121.200 6,363.60 38 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 50.0000 16,000.00 53.770 2,688.50 39 REMOVE PAVEMENT MARKER EA 1.0000 7,430.00 400.000 400.00 40 REMOVE ROADSIDE SIGN (WOOD POST) EA 40.0000 1,640.00 0.000 0.00 41 REMOVE ROADSIDE SIGN EA 100.0000 900.00 1.000 100.00 (STRAP AND SADDLE BRACKET METHOD) 42 REMOVE ROADSIDE SIGN PANEL EA 30.0000 150.00 0.000 0.00 43 REMOVE SIGN STRUCTURE EA 6,000.0000 24,000.00 1.000 6,000.00 44 REMOVE ASPHALT CONCRETE DIKE M 19.0000 836.00 331.150 6,291.85 45 REMOVE DEBRIS RACK LS 4,850.0000 4,850.00 1.000 4,850.00 46 REMOVE CULVERT M 190.0000 222,300.00 834.900 158,631.00 47 REMOVE SLOTTED CORRUGATED STEEL PIPE M 190.0000 136,990.00 0.000 0.00 48 REMOVE INLET EA 400.0000 24,000.00 42.000 16,800.00 49 REMOVE HEADWALL EA 3,700.0000 25,900.00 6.000 22,200.00 PROGRAM CAS145 PAGE 3 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 09:11 AM ESTIMATE NO. 18 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: FARHAD FARAZMAND DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE REINFORCED CONCRETE BOX CULVERT M 2,800.0000 5,600.00 1.000 2,800.00 51 REMOVE MANHOLE EA 1,300.0000 2,600.00 2.000 2,600.00 52 REMOVE RETAINING WALL LS 15,000.0000 15,000.00 1.000 15,000.00 53 REMOVE CONCRETE (ROCK SLOPE PROTECTION) M3 125.0000 6,250.00 43.200 5,400.00 54 SALVAGE METAL BRIDGE RAILING M 28.0000 8,680.00 310.000 8,680.00 55 RELOCATE ROADSIDE SIGN EA 210.0000 630.00 0.000 0.00 56 ADJUST INLET EA 3,000.0000 3,000.00 0.000 0.00 57 ADJUST FRAME AND GRATE TO GRADE EA 1,000.0000 1,000.00 0.000 0.00 58 ADJUST MANHOLE TO GRADE EA 1,900.0000 1,900.00 13.000 24,700.00 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 50,900.00 580.000 1,450.00 60 REMOVE CONCRETE M3 110.0000 31,900.00 482.880 53,116.80 61 REMOVE CONCRETE BARRIER M 40.0000 126,400.00 545.000 21,800.00 62 REMOVE CRASH CUSHION (SAND FILLED) EA 100.0000 1,100.00 11.000 1,100.00 63 BRIDGE REMOVAL, LOCATION A LS 447,360.0000 447,360.00 0.250 111,840.00 64 BRIDGE REMOVAL, LOCATION B LS 118,950.0000 118,950.00 0.000 0.00 65 BRIDGE REMOVAL (PORTION), LOCATION A LS 157,400.0000 157,400.00 1.000 157,400.00 66 CLEARING AND GRUBBING LS 192,600.0000 192,600.00 1.000 192,600.00 67 DEVELOP WATER SUPPLY LS 18,000.0000 18,000.00 1.000 18,000.00 68 ROADWAY EXCAVATION M3 40.0000 1,104,000.00 9,470.800 378,832.00 69 LEAD COMPLIANCE PLAN LS 3,100.0000 3,100.00 1.000 3,100.00 70 TRENCH EXCAVATION M3 55.0000 78,650.00 2,302.178 126,619.79 71 STRUCTURE EXCAVATION M3 70.0000 23,100.00 137.000 9,590.00 72 STRUCTURE EXCAVATION (TYPE D) M3 35.0000 90,580.00 2,509.360 87,827.60 F) 73 STRUCTURE EXCAVATION (RETAINING WALL) M3 22.0000 115,610.00 1,038.000 22,836.00 F) 74 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 82,650.00 1,316.800 65,840.00 F) (TYPE D) 75 STRUCTURE BACKFILL M3 51.0000 9,843.00 49.420 2,520.42 76 STRUCTURE BACKFILL (BRIDGE) M3 86.0000 69,660.00 718.750 61,812.50 F) PROGRAM CAS145 PAGE 4 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 09:11 AM ESTIMATE NO. 18 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: FARHAD FARAZMAND DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (RETAINING WALL) M3 62.0000 369,768.00 786.830 48,783.46 F) 78 PERVIOUS BACKFILL MATERIAL (RETAINING M3 202.0000 17,574.00 29.000 5,858.00 WALL) 79 SAND BACKFILL M3 90.0000 2,430.00 15.000 1,350.00 80 DITCH EXCAVATION M3 72.0000 46,080.00 442.200 31,838.40 81 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 76.0000 2,006,400.00 6,240.930 474,310.68 82 LIGHTWEIGHT FILL (EPS BLOCKS) M3 118.0000 2,147,600.00 4,260.710 502,763.78 83 SUBGRADE ENHANCEMENT FABRIC (WOVEN) M2 1.5000 92,100.00 15,629.000 23,443.50 84 MULCH (EROSION CONTROL) M3 70.0000 59,500.00 0.000 0.00 S) 85 EROSION CONTROL (NETTING) M2 11.2300 5,334.25 0.000 0.00 S) 86 FIBER (EROSION CONTROL) KG 3.6200 90.50 0.000 0.00 S) 87 COMPOST (EROSION CONTROL) M3 467.0000 467.00 0.000 0.00 S) 88 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,050.0000 3,150.00 0.000 0.00 S) 89 PURE LIVE SEED (EROSION CONTROL) KG 394.0000 788.00 0.000 0.00 S) 90 STABILIZING EMULSION (EROSION CONTROL) KG 7.3800 44.28 0.000 0.00 S) 91 WATER METER EA 20,000.0000 40,000.00 0.000 0.00 S) 92 200 MM CORRUGATED HIGH DENSITY M 275.0000 35,750.00 15.000 4,125.00 S) POLYETHYLENE PIPE CONDUIT 93 200 MM WELDED STEEL PIPE CONDUIT M 500.0000 7,500.00 0.000 0.00 (6.35 MM THICK) 94 CLASS 4 AGGREGATE SUBBASE M3 67.0000 240,530.00 1,025.100 68,681.70 95 LEAN CONCRETE BASE M3 250.0000 227,500.00 0.000 0.00 96 ASPHALT TREATED PERMEABLE BASE M3 200.0000 92,000.00 132.210 26,442.00 97 SEAL RANDOM CRACKS LNKM 7,500.0000 7,500.00 0.000 0.00 98 ASPHALT CONCRETE (TYPE A) TONN 95.0000 6,488,500.00 220.000 20,900.00 20,824.035 1,978,283.33 99 ASPHALT CONCRETE (OPEN GRADED) TONN 91.0000 402,220.00 0.000 0.00 00 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 396.00 209.260 4,603.72 AREA) 01 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 14.2500 128.25 0.000 0.00 02 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 14.2500 6,270.00 0.000 0.00 03 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 14.2500 912.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 09:11 AM ESTIMATE NO. 18 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: FARHAD FARAZMAND DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 29,500.00 1.000 500.00 24.520 12,260.00 05 FURNISH PILING 406 MM PRECAST M 120.0000 864,360.00 6,688.940 802,672.80 PRESTRESSED 06 DRIVE PILE 406 MM PRECAST PRESTRESSED EA 1,600.0000 502,400.00 298.000 476,800.00 S) 07 FURNISH PILING 460 MM PRECAST M 60.0000 22,920.00 0.000 0.00 PRESTRESSED 08 DRIVE PILE 460 MM PRECAST PRESTRESSED EA 1,200.0000 18,000.00 0.000 0.00 S) 09 FURNISH PILING (CLASS 625 MOD) M 80.0000 206,640.00 698.710 55,896.80 (ALTERNATIVE X) 10 DRIVE PILE (CLASS 625 MOD) EA 1,500.0000 175,500.00 28.000 42,000.00 S) (ALTERNATIVE X) 11 FURNISH PILING (CLASS 400C) M 60.0000 23,100.00 386.490 23,189.40 12 FURNISH PILING (CLASS 400 MOD) M 80.0000 419,440.00 4,292.770 343,421.60 (ALTERNATIVE X) 13 DRIVE PILE (CLASS 400C) EA 1,200.0000 28,800.00 22.000 26,400.00 14 DRIVE PILE (CLASS 400 MOD) EA 1,500.0000 339,000.00 183.000 274,500.00 S) (ALTERNATIVE X) 15 FURNISH PILING (CLASS 625) M 100.0000 3,800.00 40.940 4,094.00 (ALTERNATIVE V) 16 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,500.0000 4,500.00 3.000 4,500.00 17 FURNISH PILING (CLASS 400) M 50.0000 37,500.00 287.730 14,386.50 18 DRIVE PILE (CLASS 400) EA 1,500.0000 69,000.00 18.000 27,000.00 19 FURNISH PILING (CLASS 400) M 50.0000 75,600.00 0.000 0.00 S) (ALTERNATIVE V) 20 DRIVE PILE (CLASS 400) (ALTERNATIVE V) EA 1,500.0000 115,500.00 0.000 0.00 21 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 313.0000 395,632.00 0.000 0.00 PILING (460 MM) 22 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 3,800.0000 250,800.00 0.000 0.00 S) PILE (460 MM) 23 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 500.0000 7,500.00 14.020 7,010.00 PILING (914 MM) 24 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 10,000.0000 10,000.00 1.000 10,000.00 S) PILE (914 MM) 25 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 0.083 29,050.00 0.506 177,100.00 S) 26 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 450.0000 503,550.00 832.340 374,553.00 F) 27 STRUCTURAL CONCRETE, BRIDGE M3 902.0000 4,455,880.00 258.000 232,716.00 2,566.990 2,315,424.98 F) 28 STRUCTURAL CONCRETE, RETAINING WALL M3 725.0000 1,358,650.00 837.240 606,999.00 F) 29 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 72,100.00 0.000 0.00 F) (TYPE N) 30 CLASS 2 CONCRETE M3 600.0000 30,000.00 60.790 36,474.00 PROGRAM CAS145 PAGE 6 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 09:11 AM ESTIMATE NO. 18 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: FARHAD FARAZMAND DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CLASS 1 CONCRETE (BOX CULVERT) M3 2,000.0000 28,000.00 0.000 0.00 32 MINOR CONCRETE (MINOR STRUCTURE) M3 1,325.0000 360,665.00 221.670 293,712.75 F) 33 MINOR CONCRETE (BACKFILL) M3 350.0000 112,000.00 33.243 11,635.05 34 HEAVY BLAST TEXTURE M2 75.0000 123,000.00 0.000 0.00 35 FRACTURED RIB TEXTURE M2 75.0000 88,500.00 416.260 31,219.50 36 DRILL AND BOND DOWEL M 90.0000 41,760.00 59.550 5,359.50 530.950 47,785.50 F) 37 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 50.0000 200.00 0.000 0.00 38 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,000.0000 96,000.00 0.000 0.00 S) GIRDER (15 M - 20 M) 39 FURNISH PRECAST PRESTRESSED CONCRETE EA 45,000.0000 45,000.00 1.000 45,000.00 BOX GIRDER (25 M - 30 M) 40 ERECT PRECAST CONCRETE GIRDER EA 1,200.0000 14,400.00 0.000 0.00 S) 41 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 2,000.0000 2,000.00 1.000 2,000.00 S) GIRDER 42 FURNISH PRECAST CONCRETE CLOSURE PANEL EA 1,500.0000 36,000.00 0.000 0.00 43 ERECT PRECAST CONCRETE PANEL EA 2,000.0000 48,000.00 0.000 0.00 S) 44 REFINISH BRIDGE DECK M2 140.0000 28,000.00 4.330 606.20 45 CORE AND PRESSURE GROUT DOWELS (0-50 MM) M 60.0000 480.00 0.000 0.00 S) 46 PTFE BEARING EA 3,000.0000 24,000.00 0.000 0.00 S) 47 JOINT SEAL (MR 30 MM) M 120.0000 960.00 0.000 0.00 S) 48 JOINT SEAL ASSEMBLY (MR 70 MM) M 700.0000 18,200.00 0.000 0.00 S) 49 JOINT SEAL ASSEMBLY (MR 80 MM) M 600.0000 7,800.00 0.000 0.00 S) 50 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,200.0000 16,800.00 0.000 0.00 S) 51 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,500.0000 19,500.00 0.000 0.00 S) 52 JOINT SEAL (MR 40 MM) M 150.0000 2,850.00 0.000 0.00 S) 53 JOINT SEAL (MR 50 MM) M 250.0000 3,250.00 0.000 0.00 S) 54 BAR REINFORCING STEEL KG 1.8000 27,360.00 5,635.670 10,144.21 SF) 55 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 1,586,400.00 69,976.000 139,952.00 520,444.590 1,040,889.18 SF) 56 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3000 646,300.00 155,084.000 356,693.20 SF) 57 BAR REINFORCING STEEL (MINOR STRUCTURE) KG 2.4000 15,240.00 6,350.000 15,240.00 PROGRAM CAS145 PAGE 7 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 09:11 AM ESTIMATE NO. 18 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: FARHAD FARAZMAND DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 BAR REINFORCING STEEL (BOX CULVERT) KG 4.0000 5,600.00 0.000 0.00 SF) 59 COLUMN CASING KG 12.0000 417,840.00 33,500.000 402,000.00 SF) 60 FURNISH SIGN STRUCTURE (TRUSS) KG 8.2000 637,058.00 0.000 0.00 SF) 61 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 54,383.00 0.000 0.00 SF) 62 METAL (BARRIER MOUNTED SIGN) KG 27.0000 17,820.00 0.000 0.00 63 METAL (RAIL MOUNTED SIGN) KG 27.0000 4,320.00 0.000 0.00 64 ROADSIDE SIGN - ONE POST EA 167.0000 8,183.00 11.000 1,837.00 65 ROADSIDE SIGN - TWO POST EA 220.0000 1,760.00 1.000 220.00 66 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 675.00 6.000 450.00 METHOD) 67 INSTALL SIGN PANEL ON EXISTING FRAME M2 120.0000 7,440.00 0.000 0.00 68 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 2,000.00 0.000 0.00 EXISTING POST 69 TIMBER BULKHEAD EA 500.0000 6,500.00 14.000 7,000.00 S) 70 450 MM ALTERNATIVE PIPE CULVERT M 275.0000 462,000.00 756.260 207,971.50 71 450 MM ALTERNATIVE SLOTTED PIPE M 350.0000 175,000.00 38.200 13,370.00 72 600 MM ALTERNATIVE PIPE CULVERT M 420.0000 168,000.00 287.900 120,918.00 73 900 MM ALTERNATIVE PIPE CULVERT M 750.0000 112,500.00 151.210 113,407.50 74 1050 MM ALTERNATIVE PIPE CULVERT M 1,250.0000 36,250.00 21.020 26,275.00 75 1200 MM ALTERNATIVE PIPE CULVERT M 850.0000 68,850.00 81.250 69,062.50 76 300 MM PLASTIC PIPE M 160.0000 32,000.00 273.900 43,824.00 77 450 MM PLASTIC PIPE M 320.0000 128,000.00 370.000 118,400.00 78 600 MM PLASTIC PIPE M 375.0000 135,000.00 226.500 84,937.50 79 900 MM PLASTIC PIPE M 450.0000 135,000.00 245.600 110,520.00 80 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,800.0000 120,600.00 0.000 0.00 (CLASS II) 81 GEOMEMBRANE (GASOLINE RESISTANT) M2 16.0000 176,000.00 3,861.160 61,778.56 82 TYPE E INLET EA 3,100.0000 3,100.00 0.000 0.00 83 TYPE F INLET EA 3,100.0000 62,000.00 23.000 71,300.00 84 300 MM ANCHOR ASSEMBLY EA 240.0000 240.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 09:11 AM ESTIMATE NO. 18 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: FARHAD FARAZMAND DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 GRATE LOCKING DEVICE EA 300.0000 4,200.00 0.000 0.00 86 DRAINAGE INLET MARKER EA 50.0000 1,250.00 0.000 0.00 87 GRATED LINE DRAIN M 345.0000 6,900.00 20.000 6,900.00 88 450 MM ALTERNATIVE FLARED END SECTION EA 230.0000 1,840.00 0.000 0.00 89 600 MM ALTERNATIVE FLARED END SECTION M 275.0000 550.00 2.000 550.00 90 900 MM AUTOMATIC DRAINAGE GATE EA 2,300.0000 2,300.00 1.000 2,300.00 91 ROCK SLOPE PROTECTION M3 115.0000 2,300.00 23.580 2,711.70 (BACKING NO. 2, METHOD B) 92 CONCRETED-ROCK SLOPE PROTECTION M3 110.0000 7,260.00 78.600 8,646.00 (1/4T, METHOD B) 93 ROCK SLOPE PROTECTION FABRIC M2 4.2500 340.00 76.100 323.43 94 MINOR CONCRETE (MISCELLANEOUS M3 525.0000 231,000.00 439.570 230,774.25 CONSTRUCTION) 95 MINOR CONCRETE (GUTTER) M3 650.0000 3,250.00 5.000 3,250.00 96 MINOR CONCRETE (MEDIUM BROOM FINISH) M2 92.0000 167,440.00 0.000 0.00 97 MISCELLANEOUS IRON AND STEEL KG 4.6000 125,032.60 2,941.000 13,528.60 18,059.000 83,071.40 SF) 98 MISCELLANEOUS METAL KG 8.0000 9,920.00 125.000 1,000.00 SF)(RESTRAINER - CABLE TYPE) 99 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 34,136.00 4,557.500 36,460.00 SF) 00 CHAIN LINK FENCE (TYPE CL-1.2, M 55.0000 96,250.00 0.000 0.00 S) VINYL-CLAD) 01 CHAIN LINK FENCE (TYPE CL-1.8, M 72.0000 32,400.00 31.370 2,258.64 S) VINYL-CLAD) 02 OBJECT MARKER (TYPE K) EA 42.0000 84.00 0.000 0.00 S) 03 OBJECT MARKER (TYPE L) EA 42.0000 378.00 0.000 0.00 S) 04 OBJECT MARKER (TYPE R) EA 42.0000 84.00 0.000 0.00 S) 05 METAL BEAM GUARD RAILING (WOOD POST) M 124.0000 32,240.00 0.000 0.00 S) 06 CONCRETE BARRIER (TYPE K) M 107.0000 2,675.00 0.000 0.00 07 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 3,100.00 0.000 0.00 08 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 27,000.00 0.000 0.00 09 CRASH CUSHION (TYPE CAT) EA 6,700.0000 6,700.00 0.000 0.00 10 CRASH CUSHION MODULE, SAND FILLED EA 500.0000 500.00 0.000 0.00 11 CONCRETE BARRIER (TYPE 60) M 198.0000 93,060.00 60.550 11,988.90 142.700 28,254.60 PROGRAM CAS145 PAGE 9 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 09:11 AM ESTIMATE NO. 18 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: FARHAD FARAZMAND DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CONCRETE BARRIER (TYPE 60C MODIFIED) M 594.0000 20,790.00 0.000 0.00 13 CONCRETE BARRIER (TYPE 60C) M 292.0000 659,920.00 278.750 81,395.00 588.450 171,827.40 14 CONCRETE BARRIER (TYPE 60D) M 162.0000 145,800.00 56.000 9,072.00 56.000 9,072.00 15 CONCRETE BARRIER (TYPE 60E SPECIAL) M 1,158.0000 99,588.00 36.970 42,811.26 59.470 68,866.26 16 CONCRETE BARRIER (TYPE 60E MODIFIED) M 923.0000 87,685.00 0.000 0.00 17 CONCRETE BARRIER (TYPE 732) M 230.0000 70,150.00 0.000 0.00 F) 18 CONCRETE BARRIER (TYPE 742) M 220.0000 244,420.00 0.000 0.00 F) 19 CONCRETE BARRIER (TYPE 742A) M 270.0000 150,390.00 0.000 0.00 F) 20 CONCRETE BARRIER (TYPE 736 MODIFIED) M 240.0000 120,000.00 20.800 4,992.00 21 CONCRETE BARRIER (TYPE 742 SPEC) M 750.0000 12,000.00 0.000 0.00 22 CONCRETE BARRIER (TYPE 736B) M 1,400.0000 9,800.00 0.000 0.00 23 CONCRETE BARRIER (TYPE 736B MODIFIED) M 500.0000 32,500.00 0.000 0.00 24 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 28,200.00 0.000 0.00 S) 25 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 19,800.00 0.000 0.00 S) 26 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,480.00 0.000 0.00 S) 27 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,880.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 28 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 300.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 29 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 11,860.00 0.000 0.00 S) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 16,500.00 0.000 0.00 S) 31 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 300,000.0000 300,000.00 0.050 15,000.00 0.322 96,600.00 32 SIGNAL AND LIGHTING (LOCATION 1) LS 15,000.0000 15,000.00 0.000 0.00 S) 33 SIGNAL AND LIGHTING (LOCATION 2) LS 85,000.0000 85,000.00 0.050 4,250.00 0.350 29,750.00 S) 34 SIGNAL AND LIGHTING (LOCATION 3) LS 8,000.0000 8,000.00 0.000 0.00 S) 35 LIGHTING (CITY) LS 170,000.0000 170,000.00 1.000 170,000.00 S) 36 LIGHTING AND SIGN ILLUMINATION LS 370,000.0000 370,000.00 0.310 114,700.00 S) 37 LIGHTING (CITY STREET-DECORATIVE) LS 100,000.0000 100,000.00 0.000 0.00 S) 38 100 MM CONDUIT M 30.0000 312,000.00 10,990.710 329,721.30 PROGRAM CAS145 PAGE 10 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 09:11 AM ESTIMATE NO. 18 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: FARHAD FARAZMAND DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 150 MM CONDUIT M 65.0000 48,750.00 759.730 49,382.45 40 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.000 0.00 S) 41 TRAFFIC OPERATION SYSTEM LS 520,000.0000 520,000.00 0.050 26,000.00 0.200 104,000.00 S) 42 CAMERA UNIT EA 7,000.0000 14,000.00 0.000 0.00 S) 43 PAN/TILT UNIT EA 4,800.0000 9,600.00 0.000 0.00 S) 44 CAMERA CONTROL UNIT EA 4,800.0000 9,600.00 0.000 0.00 S) 45 VIDEO ENCODER UNIT EA 28,000.0000 56,000.00 0.000 0.00 S) 46 INTEGRATED SERVICE DIGITAL NETWORK EA 1,450.0000 2,900.00 0.000 0.00 S) TERMINAL ADAPTER 47 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 9,500.0000 19,000.00 0.000 0.00 S) 48 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,700.0000 13,500.00 0.000 0.00 S) WIRELESS MODEM ASSEMBLY 49 SBC TELEPHONE BOX EA 5,200.0000 41,600.00 8.000 41,600.00 50 SBC TELEPHONE MANHOLE EA 5,400.0000 32,400.00 6.000 32,400.00 51 PG&E SPLICE VAULT EA 4,300.0000 60,200.00 14.000 60,200.00 52 PG&E TXFR PAD EA 2,100.0000 2,100.00 1.000 2,100.00 53 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 54 REMOVE BASE AND SURFACING M3 84.0000 245,280.00 1,965.212 165,077.81 55 ASPHALT CONCRETE (LEVELING) TONN 95.0000 385,700.00 1,958.500 186,057.50 56 TRANSITION RAILING (TYPE WB) EA 3,700.0000 14,800.00 0.000 0.00 57 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 9,000.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 09:11 AM ESTIMATE NO. 18 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: FARHAD FARAZMAND DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 696,833.66 18,081,730.93 ADJUSTMENT OF COMPENSATION 0.00 1,773,591.30 EXTRA WORK 213,561.05 3,060,087.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 910,394.71 22,915,409.57 58 MOBILIZATION LS 4800,239.0000 4,800,239.00 1.000 4,800,239.00 ORIGINAL CONTRACT AMOUNT 48,473,799.88 TOTAL WORK COMPLETED 910,394.71 27,715,648.57 MATERIALS ON HAND ON SITE 2,019,251.61 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 910,394.71 29,734,900.18 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 04/13/06 650 04/24/06 04/24/06 01/28/09 311 61 -22 1 53% 49% PROGRESS IS SATISFACTORY FARHAD FARAZMAND RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 10/20/07