PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/25/08 EST. NO.22 TIME 12:05 PM R.E. NAME: SHOKROLLAH MO 04-264204 --------------------------------------------------------------------------- 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 0378 247.05 E.W. @ F.A.(+) 020708 N 5428.0 0393 84.00 071207 N 5051.1 0394 84.00 082807 N 5157.1 0453 667.16 032408 N 0848.0 0457 444.40 033108 N 0852.0 0497 456.41 042408 N 0970.0 0502 1,360.51 050308 N 1000.0 0503 1,360.51 050308 N 1001.0 0509 31.50 030708 N 5472.1 0517 217.67 042908 N 1067.0 0518 108.83 042408 N 1068.0 0520 2,530.19 091007 N 1098.0 0522 3,174.37 113007 N 0840.0 0522-1 -3,174.37 113007 N 0840.0 DAO CORRECTING ENTRY 0522-2 2,282.16 113007 N 0840.0 DAO CORRECTING ENTRY 0525 228.52 071808 N 5598.0 0527 546.75 072208 N 5600.0 0529 546.75 073108 N 5607.0 0534 543.41 072308 N 5601.0 0536 28.04 052808 N 5546.1 0540 288.12 080408 N 1173.0 0541 374.00 070108 N 1178.0 0544 3,162.98 080108 N 1183.0 0548-1 -271.74 051308 N 1213.0 DAO CORRECTING ENTRY 0548-2 217.67 051308 N 1213.0 DAO CORRECTING ENTRY 0549-1 -289.76 051408 N 1214.0 DAO CORRECTING ENTRY 0549-2 235.70 051408 N 1214.0 DAO CORRECTING ENTRY 0553 536.13 052108 N 1219.0 0555 2,721.03 051008 N 1224.0 0557 44.86 041208 N 5498.1 0558 22.43 041808 N 5506.1 0559 89.72 042108 N 5510.1 0563 519.18 053008 N 1267.0 0565 2,065.27 051808 N 1303.0 0567 2,409.48 052508 N 1305.0 0569 2,409.48 070608 N 1325.0 0575 2,409.48 060808 N 1352.0 0576 2,409.48 060808 N 1353.0 0577 2,409.48 062208 N 1354.0 0578 2,409.48 062208 N 1355.0 0579 2,753.70 062608 N 1357.0 0580 1,032.64 062908 N 1358.0 0581 2,409.48 061508 N 1363.0 0582 2,409.48 061508 N 1364.0 0584 1,690.99 092308 N FWS907 0585 251.12 090908 N 1343.0 0586 243.37 090808 N 1344.0 0587 251.12 090708 N 1345.0 0588 136.04 061808 N 1290.0 0589 255.80 041408 N 1291.0 0591 547.81 042108 N 1294.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 11/25/08 EST. NO.22 TIME 12:05 PM R.E. NAME: SHOKROLLAH MO 04-264204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0592 471.38 042308 N 1295.0 0593 881.74 042508 N 1296.0 0594 471.38 042808 N 1297.0 0595 334.82 050708 N 1298.0 0596 259.17 051208 N 1299.0 0597 284.25 051208 N 1301.0 0598 633.34 051208 N 1306.0 0601 108.83 052308 N 1309.0 0603 535.17 082708 N 1262.0 0605 319.48 100108 N 5732.0 0608 381.58 102008 N 5735.0 0609 381.58 102108 N 5736.0 0610 289.08 102008 N 5767.0 0622 258.47 092908 N 1411.0 0623 245.23 100108 N 1416.0 0625 319.63 102908 N 5783.0 0628 671.14 012208 N X655.1 008 0032 1,050.71 E.W. @ F.A.(+) 021908 N 5464.0 012 0118 2,860.64 E.W. @ F.A.(+) 093008 N 5702.0 0119 1,545.70 092908 N 5703.0 0127 5,099.53 042408 N 5518.1 0128 228.42 100608 N 5737.0 0129 419.74 100808 N 5738.0 018 0016 2,258.27 E.W. @ F.A.(+) 081307 N 5088 0 0048 3,682.88 070607 N 5403.0 0049 4,105.50 070907 N 5404.0 0050 3,682.88 071007 N 5405.0 0057 9,198.74 080207 N 5640.0 020 0094 11,183.09 E.W. @ F.A.(+) 062408 N 1092.0 0096 5,730.16 063008 N 1094.0 0097 8,059.53 070108 N 1127.0 0098 8,882.93 070208 N 1128.0 0099 3,996.89 070308 N 1129.0 0100 8,490.91 070808 N 1132.0 0101 656.82 070908 N 1137.0 0102 7,381.50 071808 N 1142.0 0103 8,913.32 071308 N 1124.0 0105 8,396.12 060508 N 1032.0 0108 5,414.71 060508 N 1179.0 0109 5,416.79 071308 N 1231.0 0111 16,395.08 062408 N 1148.0 0114 242.33 073108 N 5645.0 0115 256.17 080108 N 5646.0 0116 256.17 080408 N 5647.0 0117 256.17 080508 N 5648.0 0118 256.17 080608 N 5649.0 0119 256.17 080708 N 5650.0 0120 256.17 080808 N 5651.0 0121 256.17 081108 N 5652.0 0122 256.17 081208 N 5653.0 0123 256.17 081308 N 5654.0 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 11/25/08 EST. NO.22 TIME 12:05 PM R.E. NAME: SHOKROLLAH MO 04-264204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0124 256.17 081408 N 5655.0 0125 256.17 081508 N 5656.0 0126 256.17 081808 N 5657.0 0127 256.17 081908 N 5658.0 0128 256.17 082008 N 5659.0 0129 256.17 082108 N 5660.0 0130 256.17 082208 N 5661.0 0131 256.17 082508 N 5662.0 0132 256.17 082608 N 5663.0 0133 394.45 082708 N 5664.0 0134 394.45 082808 N 5665.0 0135 394.45 082908 N 5666.0 0136 394.45 090208 N 5667.0 0137 201.12 090308 N 5668.0 0138 394.45 090408 N 5669.0 0139 394.45 090508 N 5670.0 0140 394.45 090808 N 5671.0 0141 394.45 090908 N 5672.0 0142 394.45 091008 N 5673.0 0143 4,731.10 062508 N 1266.0 0149 12,653.03 070208 N 1367.0 0150 2,130.39 092408 N 5724.0 0151 3,848.16 092508 N 5725.0 0152 3,235.51 092608 N 5726.0 0153 8,169.17 091708 N 5727.0 0154 1,964.98 091808 N 5728.0 0155 3,275.76 091908 N 5729.0 0156 1,631.55 091208 N 5680.1 0157 3,728.00 091508 N 5681.1 0158 5,554.84 091608 N 5682.1 0161 2,221.93 091808 N 5728.1 0162 1,873.82 091908 N 5729.1 0163 2,666.20 092608 N 5739.0 0163-1 -2,666.20 092608 N 5739.0 DAO CORRECTING ENTRY 0164 4,233.22 102108 N 5740.0 0165 4,372.14 102008 N 5741.0 0167 4,233.22 102208 N 5776.0 0168 2,547.31 102208 N 5777.0 0171 1,484.97 102708 N 5780.0 0179 2,645.76 102408 N 5787.0 0180 2,384.10 102408 N 5788.0 0182 2,211.81 102908 N 5790.0 0185 1,672.91 103108 N 5793.0 028 0005 3,960.00 E.W. @ F.A.(+) 092807 N 5683.0 035 0022 2,501.35 E.W. @ F.A.(+) 080807 N 0265.0 0027 3,795.00 041708 N 5489.0 039 0029 435.52 E.W. @ F.A.(+) 073108 N 5608.0 040 0023 2,404.01 E.W. @ F.A.(+) 041808 N 1053.0 0028 940.99 062508 N 1170.0 041 0037 4,785.17 E.W. @ F.A.(+) 112707 N 0565.0 042 0008 601.61 E.W. @ F.A.(+) 040208 N 1110.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 11/25/08 EST. NO.22 TIME 12:05 PM R.E. NAME: SHOKROLLAH MO 04-264204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0010 4,282.47 050708 N 1112.0 0011 3,230.00 050808 N 1113.0 0012 2,449.31 050908 N 1114.0 0013 3,272.02 052908 N 1115.0 0014 3,245.01 053008 N 1116.0 0015 10,107.65 032608 N 1100.0 0016 29,743.27 070208 N 1117.0 0017 14,876.14 070208 N 1118.0 0018 2,204.29 060308 N 1119.0 0018-1 -2,204.29 060308 N 1119.0 DAO CORRECTING ENTRY 0018-2 1,916.42 060308 N 1119.0 DAO CORRECTING ENTRY 0019 4,244.78 060208 N 1120.0 0020 2,204.29 060408 N 1121.0 0020-1 -2,204.29 060408 N 1121.0 DAO CORRECTING ENTRY 0020-2 1,916.42 060408 N 1121.0 DAO CORRECTING ENTRY 0021 551.07 060508 N 1122.0 045 0060 5,422.62 E.W. @ F.A.(+) 102207 N X05320 054 0002 7,633.29 E.W. @ F.A.(+) 030408 N 0821.0 0003 15,784.78 030508 N 0822.0 0004 7,576.22 030608 N 0823.0 0005 14,794.88 030708 N 0824.0 0006 4,720.05 031008 N 0825.0 0007 3,778.62 031108 N 0826.0 0008 7,014.71 031208 N 0827.0 0009 5,286.06 031308 N 0828.0 0010 754.93 031408 N 0829.0 0011 9,155.60 022608 N 0830.0 0012 3,334.24 022708 N 0831.0 0013 3,766.05 022808 N 0832.0 0014 3,762.92 022908 N 0833.0 0015 4,693.11 022508 N 0834.0 0016 15,893.75 030308 N 0820.0 0017 266.01 032408 N 0928.0 0018 3,669.35 032408 N 1039.0 061 0001 838.93 E.W. @ F.A.(+) 112907 N 5407.0 0007 432.97 030608 N 5481.0 074 0003 3,433.25 E.W. @ F.A.(+) 042408 N 5519.0 0014 2,470.39 050208 N 5535.1 0016 1,463.22 051208 N 5573.0 0017 1,122.00 051908 N 5574.0 0021 8,784.71 043008 N 5589.0 0022 2,401.82 050708 N X55370 077 0002 156,479.14 A.C. @ U.P.(+) 102908 N X00020 671,219.08 TOTAL THIS ESTIMATE 6,082,535.93 TOTAL PREVIOUS ESTIMATE 6,753,755.01 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 11/25/08 EST. NO.22 TIME 12:05 PM R.E. NAME: SHOKROLLAH MO 04-264204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RE-STAKING -680.00 07 LATE CPM SUBMITTAL -677,777.38 18 RCICASE CPM DEDUCT 677,777.38 19 0.00 -680.00 TOTAL DEDUCTIONS 0.00 -680.00 PROGRAM CAS145 PAGE 1 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 12:05 PM ESTIMATE NO. 22 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 11/25/08 LOCATION RERUN PROGRESS ESTIMATE 04-SM-101-13.5/17.9 ----------------------- DESILVA GATES-BROSAMER J.V. IN SAN MATEO COUNTY IN SAN MATEO, PO BOX 2909 BURLINGAME AND MILLBREA AT VARIOUS DUBLIN CA 94568 LOCATIONS FED. AID NO. HPLU-6204(60) ,L-6204(60) CONSTRUCT LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 25,000.0000 25,000.00 0.750 18,750.00 02 TIME-RELATED OVERHEAD LS 4300,000.0000 14,300,000.00 0.029 414,700.00 0.531 7,593,300.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 190,400.00 5,412.560 216,502.40 04 TEMPORARY FENCE (TYPE ESA) M 20.0000 53,000.00 4,464.660 89,293.20 05 TEMPORARY EXCLUSION FENCE M 120.0000 27,600.00 140.000 16,800.00 06 TEMPORARY SUPPORT LS 300,000.0000 300,000.00 1.000 300,000.00 07 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 0.029 1,740.00 0.531 31,860.00 09 NON-STORM WATER DISCHARGES LS 150,000.0000 150,000.00 0.029 4,350.00 0.531 79,650.00 10 TEMPORARY EROSION CONTROL BLANKET M2 6.0000 42,000.00 448.000 2,688.00 1,752.260 10,513.56 11 TEMPORARY FIBER ROLL M 15.0000 3,600.00 170.690 2,560.35 2,154.790 32,321.85 12 TEMPORARY SILT FENCE M 10.0000 69,700.00 251.440 2,514.40 7,614.230 76,142.30 13 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 50,000.00 15.000 75,000.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 40,000.00 2.000 5,000.00 31.000 77,500.00 15 TEMPORARY COVER M2 5.0000 30,000.00 180.600 903.00 10,964.560 54,822.80 16 TEMPORARY CHECK DAM M 50.0000 3,000.00 22.860 1,143.00 103.210 5,160.50 17 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 48,000.00 3.000 900.00 242.000 72,600.00 18 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.700 42,000.00 S) 19 TRAFFIC CONTROL SYSTEM LS 3350,016.0000 3,350,016.00 0.030 100,500.48 0.595 1,993,259.52 S) 20 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 6,000.00 184.770 9,238.50 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 12,000.00 210.670 210.67 64,195.700 64,195.70 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,800.00 91.000 3,640.00 S) PROGRAM CAS145 PAGE 2 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 12:05 PM ESTIMATE NO. 22 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 4.0000 57,600.00 157.000 628.00 38,913.000 155,652.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 168,000.00 17.000 136,000.00 25 TEMPORARY RAILING (TYPE K) M 80.0000 3,488,000.00 957.700 76,616.00 35,124.250 2,809,940.00 26 TEMPORARY CRASH CUSHION EA 400.0000 305,600.00 930.000 372,000.00 27 TEMPORARY TRAFFIC SCREEN M 8.0000 275,200.00 25,958.890 207,671.12 28 TEMPORARY RETAINING WALL M2 150.0000 738,000.00 4,801.000 720,150.00 29 ABANDON CULVERT M 30.0000 32,700.00 548.300 16,449.00 30 ABANDON INLET EA 500.0000 13,500.00 21.000 10,500.00 31 ABANDON MANHOLE EA 500.0000 1,000.00 1.000 500.00 32 ABANDON SEWER MANHOLE EA 500.0000 1,000.00 2.000 1,000.00 33 ABANDON SEWER PIPE M 50.0000 18,000.00 361.200 18,060.00 34 REMOVE CHAIN LINK FENCE M 3.0000 17,310.00 5,770.000 17,310.00 35 REMOVE WOOD BEAM GUARD RAILING M 20.0000 4,400.00 219.450 4,389.00 36 REMOVE TRAFFIC STRIPE M 2.0000 63,200.00 1,956.100 3,912.20 39,495.800 78,991.60 37 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 50.0000 400.00 161.230 8,061.50 38 REMOVE TRAFFIC STRIPE (YELLOW) M 4.0000 65,600.00 13,233.510 52,934.04 39 REMOVE PAVEMENT MARKER EA 1.0000 94,600.00 435.000 435.00 32,787.000 32,787.00 40 REMOVE ROADSIDE SIGN EA 100.0000 9,500.00 61.000 6,100.00 41 REMOVE SIGN STRUCTURE EA 5,000.0000 65,000.00 14.000 70,000.00 42 REMOVE SIGN FROM SIGN FRAME EA 2,500.0000 5,000.00 1.000 2,500.00 43 REMOVE BRIDGE MOUNTED SIGN EA 4,000.0000 16,000.00 1.000 4,000.00 44 REMOVE SLOTTED DRAIN M 140.0000 7,700.00 0.000 0.00 45 REMOVE CULVERT M 100.0000 55,000.00 174.000 17,400.00 345.590 34,559.00 46 REMOVE INLET EA 1,000.0000 56,000.00 33.000 33,000.00 47 REMOVE HEADWALL EA 2,000.0000 10,000.00 2.000 4,000.00 48 REMOVE SEWER MANHOLE EA 1,000.0000 6,000.00 5.000 5,000.00 49 REMOVE SEWER PIPE M 100.0000 12,000.00 24.100 2,410.00 PROGRAM CAS145 PAGE 3 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 12:05 PM ESTIMATE NO. 22 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 51 SALVAGE METAL FENCE M 30.0000 7,800.00 260.000 7,800.00 52 SALVAGE METAL BEAM GUARD RAILING M 40.0000 140,400.00 4,334.310 173,372.40 53 RECONSTRUCT METAL BEAM GUARD RAILING M 100.0000 65,000.00 798.820 79,882.00 (WOOD POST) 54 RELOCATE METAL FENCE M 500.0000 1,000.00 2.000 1,000.00 55 ADJUST INLET EA 1,000.0000 29,000.00 22.000 22,000.00 56 ADJUST MANHOLE TO GRADE EA 1,000.0000 1,000.00 0.000 0.00 57 ADJUST SEWER MANHOLE TO GRADE EA 1,000.0000 2,000.00 1.000 1,000.00 58 MODIFY SEWER MANHOLE EA 5,000.0000 20,000.00 4.000 20,000.00 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 392,800.00 32,225.000 128,900.00 39,324.300 157,297.20 S) 60 REMOVE CONCRETE (CURB AND GUTTER) M3 150.0000 63,000.00 313.540 47,031.00 61 REMOVE CONCRETE SIDEWALK M3 150.0000 16,500.00 159.760 23,964.00 62 REMOVE CONCRETE BARRIER M 50.0000 244,500.00 2,226.488 111,324.40 63 REMOVE CONCRETE ISLAND (PORTIONS) M3 200.0000 11,600.00 39.000 7,800.00 64 REMOVE CONCRETE M3 1,500.0000 6,000.00 10.000 15,000.00 (EXISTING SOUND WALL, PORTION) 65 SURVEY OF EXISTING NON-HIGHWAY LS 300,000.0000 300,000.00 0.850 255,000.00 FACILITIES 66 VIBRATION MONITORING LS 300,000.0000 300,000.00 0.960 288,000.00 67 CAP INLET EA 1,000.0000 13,000.00 11.000 11,000.00 68 BRIDGE REMOVAL, LOCATION A LS 400,000.0000 400,000.00 0.350 140,000.00 69 BRIDGE REMOVAL, LOCATION B LS 150,000.0000 150,000.00 1.000 150,000.00 70 CLEARING AND GRUBBING LS 225,000.0000 225,000.00 1.000 225,000.00 71 DEVELOP WATER SUPPLY LS 112,500.0000 112,500.00 0.029 3,262.50 0.531 59,737.50 72 ROADWAY EXCAVATION M3 25.0000 1,465,000.00 19,467.730 486,693.25 73 ROADWAY EXCAVATION (TYPE Z-2) M3 170.0000 1,154,300.00 3,259.730 554,154.10 (AERIALLY DEPOSITED LEAD) 74 ROADWAY EXCAVATION (TYPE Y-1) M3 25.0000 387,500.00 10,541.510 263,537.75 (AERIALLY DEPOSITED LEAD) 75 ROADWAY EXCAVATION (TYPE Y-2) M3 25.0000 81,000.00 3,138.000 78,450.00 (AERIALLY DEPOSITED LEAD) 76 LEAD COMPLIANCE PLAN LS 25,000.0000 25,000.00 1.000 25,000.00 PROGRAM CAS145 PAGE 4 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 12:05 PM ESTIMATE NO. 22 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE EXCAVATION M3 150.0000 97,500.00 674.000 101,100.00 78 STRUCTURE EXCAVATION (BRIDGE) M3 66.0000 93,390.00 602.000 39,732.00 2,353.000 155,298.00 F) 79 STRUCTURE EXCAVATION (TYPE D) M3 20.0000 2,760.00 138.000 2,760.00 F) 80 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.0000 18,816.00 1,323.000 18,522.00 F) 81 STRUCTURE EXCAVATION (SOUND WALL) M3 110.0000 31,900.00 292.700 32,197.00 82 STRUCTURE EXCAVATION (LAGGING WALL) M3 680.0000 639,200.00 940.000 639,200.00 F) 83 STRUCTURE EXCAVATION (TYPE Y-1) M3 110.0000 92,290.00 19.000 2,090.00 570.000 62,700.00 F) (AERIALLY DEPOSITED LEAD) 84 STRUCTURE EXCAVATION (TYPE Y-2) M3 110.0000 17,820.00 162.000 17,820.00 F) (AERIALLY DEPOSITED LEAD) 85 STRUCTURE EXCAVATION M3 110.0000 3,960.00 36.000 3,960.00 F) (RETAINING WALL NO.9) 86 STRUCTURE EXCAVATION M3 110.0000 38,280.00 0.000 0.00 F) (RETAINING WALL NO.10) 87 STRUCTURE EXCAVATION M3 110.0000 31,680.00 288.000 31,680.00 F) (RETAINING WALL NO.11) 88 STRUCTURE BACKFILL M3 100.0000 17,000.00 164.000 16,400.00 89 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 207,680.00 20.000 800.00 1,571.300 62,852.00 F) 90 STRUCTURE BACKFILL (LAGGING WALL) M3 80.0000 63,360.00 625.000 50,000.00 F) 91 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 134,000.00 205.000 10,250.00 596.000 29,800.00 F) 92 STRUCTURE BACKFILL (SOUND WALL) M3 80.0000 11,200.00 140.000 11,200.00 93 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 12,300.00 10.000 1,000.00 21.000 2,100.00 F) WALL) 94 STRUCTURE BACKFILL M3 80.0000 2,480.00 31.000 2,480.00 F) (RETAINING WALL NO.9) 95 STRUCTURE BACKFILL M3 80.0000 77,440.00 0.000 0.00 F) (RETAINING WALL NO.10) 96 STRUCTURE BACKFILL M3 80.0000 80,800.00 1,010.000 80,800.00 F) (RETAINING WALL NO.11) 97 PREVIOUS BACKFILL MATERIAL M3 100.0000 100.00 1.000 100.00 F) (RETAINING WALL NO. 9) 98 PREVIOUS BACKFILL MATERIAL M3 100.0000 4,800.00 0.000 0.00 F) (RETAINING WALL NO. 10) 99 PREVIOUS BACKFILL MATERIAL M3 100.0000 4,900.00 49.000 4,900.00 F) (RETAINING WALL NO. 11) 00 SAND BACKFILL M3 200.0000 40,000.00 86.200 17,240.00 01 SAND BACKFILL (ABANDON SEWER) M3 200.0000 9,200.00 0.000 0.00 02 DITCH EXCAVATION M3 25.0000 9,500.00 0.000 0.00 03 EARTH RETAINING STRUCTURE, LOCATION A M2 1,000.0000 761,000.00 565.000 565,000.00 F) PROGRAM CAS145 PAGE 5 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 12:05 PM ESTIMATE NO. 22 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 EARTH RETAINING STRUCTURE, LOCATION B M2 1,000.0000 1,430,000.00 858.000 858,000.00 1,001.000 1,001,000.00 F) 05 LIGHTWEIGHT FILL M3 100.0000 45,000.00 225.000 22,500.00 06 HIGHWAY PLANTING LS 200,000.0000 200,000.00 0.000 0.00 S) 07 EROSION CONTROL (NETTING) M2 7.5000 74,700.00 0.000 0.00 S) 08 STRAW (EROSION CONTROL)(TYPE D) TONN 700.0000 3,500.00 0.000 0.00 S) (SEED TYPE 1) 09 STRAW (EROSION CONTROL) (TYPE D) TONN 800.0000 4,000.00 0.000 0.00 S) (SEED TYPE 2) 10 FIBER (EROSION CONTROL) KG 2.0000 9,560.00 0.000 0.00 S) 11 FIBER ROLLS M 11.0000 35,860.00 0.000 0.00 S) 12 DRAINAGE INLET PROTECTION EA 400.0000 6,800.00 0.000 0.00 S) 13 COMPOST (EROSION CONTROL) M3 400.0000 7,200.00 0.000 0.00 S) 14 FLARED END SECTION PROTECTION EA 500.0000 1,500.00 0.000 0.00 S) 15 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 6,400.00 0.000 0.00 S) 16 PURE LIVE SEED (EROSION CONTROL)(TYPE D) KG 120.0000 15,600.00 0.000 0.00 S) (SEED TYPE 2) 17 PURE LIVE SEED (EROSION CONTROL)(TYPE D) KG 80.0000 5,200.00 0.000 0.00 S) (SEED TYPE 1) 18 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 960.00 0.000 0.00 S) 19 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 0.200 2,000.00 S) 20 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0.00 S) 21 BIOLOGICAL MONITOR LS 100,000.0000 100,000.00 0.030 3,000.00 0.784 78,400.00 S) 22 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.000 0.00 S) 23 IRRIGATION SYSTEM LS 500,000.0000 500,000.00 0.000 0.00 S) 24 WATER METER EA 10,300.0000 51,500.00 0.000 0.00 S) 25 300 MM CORRUGATED HIGH DENSITY M 325.0000 20,475.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 26 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0.00 27 CLASS 4 AGGREGATE SUBBASE M3 40.0000 932,000.00 9,723.558 388,942.32 28 CLASS 3 AGGREGATE BASE M3 50.0000 1,305,000.00 8,017.344 400,867.20 29 SEAL RANDOM CRACKS LNKM 10,000.0000 40,000.00 0.000 0.00 30 ASPHALT CONCRETE (TYPE A) TONN 100.0000 8,010,000.00 43,342.180 4,334,218.00 PROGRAM CAS145 PAGE 6 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 12:05 PM ESTIMATE NO. 22 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ASPHALT CONCRETE (OPEN GRADED) TONN 80.0000 1,776,000.00 134.810 10,784.80 3,949.230 315,938.40 32 ASPHALT CONCRETE (LEVELING) TONN 100.0000 8,720,000.00 19,335.250 1,933,525.00 40,562.320 4,056,232.00 33 PAVEMENT REINFORCING FABRIC M2 2.0000 114,800.00 26,928.000 53,856.00 26,928.000 53,856.00 34 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 25,200.00 0.000 0.00 AREA) 35 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 30.0000 3,600.00 0.000 0.00 36 LIQUID ASPHALT (PRIME COAT) TONN 1.0000 150.00 0.000 0.00 37 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 540.00 2.140 2.14 38 CONCRETE PAVEMENT (WEIGH IN MOTION) M3 1,000.0000 450,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 39 SEAL PAVEMENT JOINT M 50.0000 15,500.00 0.000 0.00 40 STEEL SOLDIER PILE (W460 X 158) M 340.0000 145,520.00 0.000 0.00 41 STEEL SOLDIER PILE (DOUBLE MC310 X 74) M 970.0000 1,503,500.00 0.000 0.00 42 760 MM DRILLED HOLE M 225.0000 1,149,300.00 3,690.000 830,250.00 S) 43 STEEL SOLDIER PILE (W460 X 194) M 320.0000 1,247,360.00 3,886.000 1,243,520.00 44 FURNISH PILING (CLASS 400) M 110.0000 876,810.00 7,928.400 872,124.00 (ALTERNATIVE X, MOD) 45 DRIVE PILE (CLASS 400) EA 1,000.0000 1,608,000.00 1,597.000 1,597,000.00 (ALTERNATIVE X, MOD) 46 FURNISH PILING (CLASS 625) M 90.0000 14,940.00 166.000 14,940.00 (ALTERNATIVE V) 47 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 5,640.0000 50,760.00 9.000 50,760.00 S) 48 FURNISH PILING (CLASS 625) M 145.0000 1,474,795.00 -5.000 -725.00 10,161.000 1,473,345.00 (ALTERNATIVE W) 49 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,250.0000 655,000.00 70.000 87,500.00 338.000 422,500.00 S) 50 FURNISH PILING (CLASS 900) M 95.0000 116,185.00 1,223.000 116,185.00 (ALTERNATIVE X) 51 DRIVE PILE (CLASS 900)(ALTERNATIVE X) EA 1,250.0000 103,750.00 83.000 103,750.00 S) 52 FURNISH PILING (CLASS 900) M 95.0000 104,120.00 1,362.000 129,390.00 (ALTERNATIVE X, MOD)(SOUND WALL) 53 DRIVE PILE (CLASS 900) EA 1,250.0000 85,000.00 82.000 102,500.00 (ALTERNATIVE X, MOD)(SOUND WALL) 54 FURNISH PILING (CLASS 400) M 110.0000 89,650.00 815.000 89,650.00 (ALTERNATIVE W) 55 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 2,000.0000 100,000.00 50.000 100,000.00 50.000 100,000.00 S) 56 PRESTRESSING CAST-IN-PLACE CONCRETE LS 145,000.0000 145,000.00 0.000 0.00 S) 57 TIEBACK ANCHOR EA 3,000.0000 489,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 12:05 PM ESTIMATE NO. 22 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 750.0000 668,250.00 31.000 23,250.00 411.000 308,250.00 F) 59 STRUCTURAL CONCRETE, BRIDGE M3 1,050.0000 3,328,500.00 14.670 15,403.50 903.930 949,126.50 F) 60 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 739,200.00 310.000 170,500.00 603.000 331,650.00 F) 61 STRUCTURAL CONCRETE, RAMP M3 1,500.0000 730,500.00 489.000 733,500.00 F) 62 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 1,035,200.00 1,967.000 786,800.00 F) 63 STRUCTURAL CONCRETE, APPROACH SLAB M3 630.0000 128,520.00 8.000 5,040.00 F) (TYPE N) 64 STRUCTURAL CONCRETE M3 610.0000 11,590.00 19.000 11,590.00 F) (RETAINING WALL NO.9) 65 STRUCTURAL CONCRETE) M3 550.0000 120,450.00 0.000 0.00 F) (RETAINING WALL NO.10) 66 STRUCTURAL CONCRETE M3 590.0000 116,230.00 197.000 116,230.00 F) (RETAINING WALL NO.11) 67 CLASS 3 CONCRETE (BACKFILL) M3 280.0000 610,680.00 1,530.000 428,400.00 F) 68 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 454,000.00 2.260 4,520.00 140.795 281,590.00 F) 69 CLASS I CONCRETE (DRAINAGE STRUCTURES) M3 1,000.0000 907,000.00 333.680 333,680.00 F) 70 MINOR CONCRETE (SOUND WALL) M3 710.0000 146,970.00 245.000 173,950.00 F) 71 MINOR CONCRETE (BACKFILL) M3 200.0000 11,400.00 49.600 9,920.00 72 ARCHITECTURAL SURFACE (STONE) M3 1,050.0000 1,170,750.00 55.000 57,750.00 1,115.000 1,170,750.00 F) 73 CONCRETE SURFACE TEXTURE (STONE) M2 40.0000 17,280.00 217.000 8,680.00 303.000 12,120.00 F) 74 FRACTURED RIB TEXTURE M2 100.0000 94,400.00 339.000 33,900.00 F) 75 FRACTURED RIB TEXTURE M2 40.0000 10,560.00 0.000 0.00 F) (RETAINING WALL NO.10) 76 FRACTURED RIB TEXTURE M2 40.0000 10,240.00 128.000 5,120.00 F) (RETAINING WALL NO.11) 77 FURNISH PRECAST PRESTRESSED CONCRETE EA 70,000.0000 140,000.00 2.000 140,000.00 S) BATHTUB GIRDER (30M - 35M) 78 FURNISH PRECAST PRESTRESSED CONCRETE EA 80,000.0000 160,000.00 2.000 160,000.00 S) BATHTUB GIRDER (35M - 40M) 79 ERECT PRECAST PRESTRESSED CONCRETE EA 7,500.0000 30,000.00 4.000 30,000.00 S) GIRDER 80 PRECAST CONCRETE BOX CULVERT M 5,000.0000 110,000.00 20.800 104,000.00 (2.7M X 1.5M) 81 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 250.0000 2,720,000.00 10,880.000 2,720,000.00 82 JOINT SEAL (MR 30 MM) M 150.0000 1,350.00 17.400 2,610.00 S) 83 JOINT SEAL ASSEMBLY (MR 90 MM) M 350.0000 2,800.00 8.000 2,800.00 S) 84 JOINT SEAL (MR 50 MM) M 200.0000 15,400.00 9.000 1,800.00 S) PROGRAM CAS145 PAGE 8 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 12:05 PM ESTIMATE NO. 22 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 1,100,019.00 4,968.000 8,445.60 281,939.000 479,296.30 SF) 86 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 183,600.00 61,877.000 123,754.00 80,288.000 160,576.00 SF) 87 BAR REINFORCING STEEL (BARRIER SLAB) KG 2.2000 483,494.00 174,000.000 382,800.00 SF) 88 BAR REINFORCING STEEL (RAMP) KG 2.0000 304,000.00 152,000.000 304,000.00 SF) 89 BAR REINFORCING STEEL KG 2.0000 62,644.00 28,369.790 56,739.58 (DRAINAGE STRUCTURE) 90 BAR REINFORCING STEEL KG 3.0000 2,382.00 794.000 2,382.00 (RETAINING WALL NO.9) 91 BAR REINFORCING STEEL KG 1.0000 38,710.00 0.000 0.00 (RETAINING WALL NO.10) 92 BAR REINFORCING STEEL KG 1.0000 37,465.00 37,465.000 37,465.00 (RETAINING WALL NO.11) 93 FURNISH SIGN STRUCTURE (TRUSS) KG 21.0000 1,791,951.00 85,186.000 1,788,906.00 F) 94 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 85,331.00 85,186.000 85,186.00 F) 95 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED) KG 38.0000 112,556.00 0.000 0.00 F) 96 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED) KG 9.0000 26,658.00 0.000 0.00 F) 97 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 130.0000 58,370.00 331.442 43,087.46 98 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 6,890.00 15.676 2,037.88 (1.6 MM-UNFRAMED) 99 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 10,050.00 0.000 0.00 (2.0 MM-UNFRAMED) 00 FURNISH SINGLE SHEET ALUMINUM SIGN M2 170.0000 3,400.00 0.000 0.00 (1.6 MM-FRAMED) 01 FURNISH SINGLE SHEET ALUMINUM SIGN M2 180.0000 3,600.00 0.000 0.00 (2.0 MM-FRAMED) 02 1500 MM CIDH CONCRETE PILE M 5,500.0000 869,000.00 157.850 868,175.00 (SIGN FOUNDATION) 03 METAL (BARRIER MOUNTED SIGN) KG 30.0000 121,500.00 0.000 0.00 04 ROADSIDE SIGN - ONE POST EA 300.0000 20,700.00 0.000 0.00 05 ROADSIDE SIGN - TWO POST EA 500.0000 3,000.00 0.000 0.00 06 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,400.00 0.000 0.00 METHOD) 07 INSTALL SIGN AT PEDESTRIAN BARRICADE EA 100.0000 300.00 0.000 0.00 08 INSTALL FRAMED SIGN PANEL EA 3,000.0000 3,000.00 1.000 3,000.00 09 TIMBER LAGGING M3 880.0000 366,960.00 179.000 157,520.00 F) 10 CLEAN AND PAINT STEEL SOLDIER PILES LS 260,000.0000 260,000.00 0.620 161,200.00 S) 11 450 MM ALTERNATIVE PIPE CULVERT M 400.0000 1,756,000.00 163.800 65,520.00 2,609.520 1,043,808.00 PROGRAM CAS145 PAGE 9 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 12:05 PM ESTIMATE NO. 22 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 600 MM ALTERNATIVE PIPE CULVERT M 500.0000 180,000.00 265.670 132,835.00 13 900 MM ALTERNATIVE PIPE CULVERT M 500.0000 24,500.00 30.480 15,240.00 14 150 MM PVC WATER PIPE M 900.0000 279,000.00 318.900 287,010.00 S) 15 305 MM PVC WATER PIPE M 1,000.0000 300,000.00 0.000 0.00 S) 16 150 MM PVC WATER PIPE IN 305 MM STEEL M 1,000.0000 220,000.00 210.800 210,800.00 S) CASING 17 305 MM PVC WATER PIPE IN 610 MM STEEL M 1,200.0000 264,000.00 0.000 0.00 S) CASING 18 JACKED 610 MM STEEL PIPE WITH 305 MM PVC M 3,000.0000 174,000.00 45.300 135,900.00 S) WATER PIPE 19 610 MM X 960 MM OVAL SHAPED APC M 600.0000 149,400.00 248.200 148,920.00 20 GRATED LINE DRAIN M 340.0000 1,513,000.00 2,675.800 909,772.00 21 450 MM GALVANIZED CSP RISER M 400.0000 1,600.00 0.000 0.00 (4.32 MM THICK) 22 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 850.0000 41,650.00 0.000 0.00 23 100 MM WELDED STEEL PIPE (2.67 MM THICK) M 150.0000 4,500.00 0.000 0.00 24 1200 MM WELDED STEEL PIPE (9.5 MM THICK) M 800.0000 140,000.00 141.500 113,200.00 25 JACKED 900 MM WELDED STEEL PIPE M 8,000.0000 1,520,000.00 183.600 1,468,800.00 26 JACKED 1200 MM WELDED STEEL PIPE M 9,000.0000 3,690,000.00 527.820 4,750,380.00 27 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 15,000.00 1.000 1,000.00 3.000 3,000.00 28 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 6,000.00 5.000 5,000.00 29 DRAINAGE MANHOLE EA 10,000.0000 30,000.00 5.000 50,000.00 30 150 MM SEWER PIPE (LATERAL) M 500.0000 8,000.00 21.000 10,500.00 S) 31 300 MM SEWER PIPE M 500.0000 150,000.00 298.500 149,250.00 S) 32 380 MM SEWER PIPE M 500.0000 96,000.00 185.500 92,750.00 33 675 MM SEWER PIPE M 1,000.0000 8,000.00 41.500 41,500.00 S) 34 900 MM SEWER PIPE M 1,000.0000 34,000.00 0.000 0.00 S) 35 SEWER MANHOLE M 2,000.0000 68,000.00 40.460 80,920.00 S) 36 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 150.0000 16,350.00 109.000 16,350.00 37 ROCK SLOPE PROTECTION M3 500.0000 38,000.00 11.700 5,850.00 37.600 18,800.00 (BACKING NO. 2, METHOD B) 38 FILTER FABRIC M2 5.0000 2,055.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 12:05 PM ESTIMATE NO. 22 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 ROCK SLOPE PROTECTION FABRIC M2 5.0000 5,335.00 35.200 176.00 139.200 696.00 40 MINOR CONCRETE (MISCELLANEOUS M3 650.0000 523,900.00 51.870 33,715.50 308.370 200,440.50 CONSTRUCTION) 41 MINOR CONCRETE (GUTTER) M 200.0000 15,400.00 0.000 0.00 F) 42 MINOR CONCRETE (STAMPED CONCRETE) M2 80.0000 94,800.00 0.000 0.00 43 MINOR CONCRETE (MEDIAN) M3 800.0000 32,000.00 0.000 0.00 F) 44 MISCELLANEOUS IRON AND STEEL KG 4.0000 121,800.00 20,491.000 81,964.00 SF) 45 MISCELLANEOUS METAL KG 15.0000 7,350.00 490.000 7,350.00 SF)(RESTRAINER - CABLE TYPE) 46 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 28,950.00 588.160 8,822.40 47 MISCELLANEOUS METAL (LAGGING WALL) KG 6.0000 7,668.00 1,188.000 7,128.00 SF) 48 BRIDGE DECK DRAINAGE SYSTEM KG 25.0000 47,500.00 1,190.000 29,750.00 SF) 49 CHAIN LINK FENCE (TYPE CL-1.8) M 100.0000 25,600.00 0.000 0.00 50 CHAIN LINK FENCE (TYPE CL-1.2 MOD) M 100.0000 130,000.00 1,120.000 112,000.00 51 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 52 MEDIAN CONCRETE BARRIER MARKER EA 5.0000 4,550.00 0.000 0.00 53 DELINEATOR (CLASS 1) EA 50.0000 4,900.00 0.000 0.00 54 GUARD RAILING DELINEATOR EA 50.0000 900.00 0.000 0.00 55 OBJECT MARKER EA 50.0000 1,800.00 0.000 0.00 56 METAL RAILING M 150.0000 64,350.00 0.000 0.00 SF) 57 METAL RAILING (BICYCLE) M 150.0000 34,050.00 0.000 0.00 SF) 58 CHAIN LINK RAILING (TYPE 7) M 300.0000 87,900.00 200.000 60,000.00 SF) 59 CHAIN LINK RAILING (TYPE 7L) M 400.0000 324,400.00 811.000 324,400.00 SF) 60 PEDESTRIAN BARRICADE (TYPE 1) EA 100.0000 300.00 0.000 0.00 61 TUBULAR HANDRAILING M 160.0000 54,400.00 300.000 48,000.00 SF) 62 CONCRETE BARRIER (TYPE 26) M 500.0000 102,000.00 0.000 0.00 63 CONCRETE BARRIER (TYPE 26 MODIFIED) M 500.0000 146,500.00 0.000 0.00 F) 64 CONCRETE BARRIER (TYPE 26A MODIFIED) M 480.0000 152,640.00 249.000 119,520.00 F) 65 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 870.0000 8,700.00 10.000 8,700.00 PROGRAM CAS145 PAGE 11 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 12:05 PM ESTIMATE NO. 22 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 SINGLE THRIE BEAM BARRIER (WOOD POST) M 100.0000 11,700.00 70.120 7,012.00 67 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 160.0000 18,720.00 0.000 0.00 68 CABLE RAILING M 80.0000 2,560.00 0.000 0.00 SF) 69 TRANSITION RAILING (TYPE STB) EA 4,000.0000 16,000.00 2.000 8,000.00 70 TRANSITION RAILING (TYPE WB) EA 4,000.0000 24,000.00 1.000 4,000.00 71 TRANSITION RAILING (TYPE DTB) EA 4,000.0000 32,000.00 0.000 0.00 72 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 20,000.00 20.000 20,000.00 73 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,500.0000 9,000.00 6.000 9,000.00 74 END CAP (TYPE TC) EA 150.0000 300.00 0.000 0.00 75 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 52,500.00 18.000 45,000.00 76 CRASH CUSHION (REACT 9SCBS) EA 70,000.0000 210,000.00 0.000 0.00 77 CRASH CUSHION MODULE, SAND FILLED EA 300.0000 15,000.00 0.000 0.00 78 CONCRETE BARRIER (TYPE 60R) M 740.0000 101,380.00 0.000 0.00 79 CONCRETE BARRIER (TYPE 60) M 210.0000 720,300.00 1,948.360 409,155.60 80 CONCRETE BARRIER (TYPE 60C) M 360.0000 1,558,800.00 961.780 346,240.80 81 CONCRETE BARRIER (TYPE 60D) M 190.0000 36,100.00 144.000 27,360.00 82 CONCRETE BARRIER (TYPE 60E) M 700.0000 21,700.00 0.000 0.00 83 CONCRETE BARRIER (TYPE 80A) M 760.0000 497,800.00 655.000 497,800.00 F) 84 CONCRETE BARRIER (TYPE 736A) M 270.0000 112,320.00 242.000 65,340.00 F) 85 CONCRETE BARRIER (TYPE 736A MODIFIED) M 270.0000 196,830.00 231.000 62,370.00 F) 86 CONCRETE BARRIER (TYPE 736SV MODIFIED) M 640.0000 43,520.00 68.000 43,520.00 F) 87 CONCRETE BARRIER (TYPE 736SV) M 380.0000 1,290,480.00 3,362.400 1,277,712.00 F) 88 PORTABLE CONCRETE BARRIER (TYPE 60K) M 210.0000 10,500.00 0.000 0.00 89 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 19,500.00 0.000 0.00 S) 90 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 30,900.00 8,068.900 8,068.90 8,068.900 8,068.90 S) 91 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 550.00 0.000 0.00 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,020.00 510.360 1,020.72 510.360 1,020.72 S) PROGRAM CAS145 PAGE 12 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 12:05 PM ESTIMATE NO. 22 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,420.00 1,569.520 3,139.04 1,569.520 3,139.04 S) (BROKEN 3.66 M - 0.92 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 92.00 81.100 81.10 81.100 81.10 S) (BROKEN 5.18 M - 2.14 M) 95 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 130.00 0.000 0.00 S) (BROKEN 4.22 M - 1.22 M) 96 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 143,408.00 0.000 0.00 97 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 125,540.00 3,460.000 6,920.00 12,045.000 24,090.00 98 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 125,415.00 1,636.000 8,180.00 3,689.000 18,445.00 99 SIGNAL & LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 0.650 32,500.00 0.950 47,500.00 S) 00 SIGNAL & LIGHTING (LOCATION 2) LS 125,000.0000 125,000.00 0.300 37,500.00 S) 01 SIGNAL & LIGHTING (LOCATION 3) LS 25,000.0000 25,000.00 0.500 12,500.00 S) 02 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,000.0000 10,000.00 0.100 1,000.00 S) (LOCATION 2) 03 SIGNAL AND LIGHTING (CITY LOCATION 1) LS 175,000.0000 175,000.00 0.440 77,000.00 S) 04 SIGNAL AND LIGHTING (CITY LOCATION 2) LS 200,000.0000 200,000.00 0.500 100,000.00 S) 05 LIGHTING (CITY STREET) LS 225,000.0000 225,000.00 0.450 101,250.00 S) 06 LIGHTING (STAGE CONSTRUCTION) LS 350,000.0000 350,000.00 0.900 315,000.00 S) 07 LIGHTING LS 125,000.0000 125,000.00 0.150 18,750.00 1.000 125,000.00 S) (BROADWAY AVE PEDESTRIAN OVERCROSSING) 08 LIGHTING LS 100,000.0000 100,000.00 1.000 100,000.00 S) (MONTE DIABLO PEDESTRIAN OVERCROSSING) 09 LIGHTING AND SIGN ILLUMINATION LS 600,000.0000 600,000.00 0.700 420,000.00 S) 10 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,000.0000 10,000.00 0.150 1,500.00 S) (CITY LOCATION 1) 11 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,000.0000 10,000.00 0.150 1,500.00 S) (CITY LOCATION 2) 12 INTERCONNECTION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 S) 13 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.300 1,500.00 S) (CITY LOCATION 1) 14 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.200 2,000.00 0.300 3,000.00 S) (CITY LOCATION 2) 15 ELECTRIC SERVICE (IRRIGATION) LS 50,000.0000 50,000.00 0.600 30,000.00 0.700 35,000.00 S) (CITY LOCATION 3) 16 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 0.600 15,000.00 0.700 17,500.00 S) (CITY LOCATION 4) 17 CAMERA UNIT EA 10,000.0000 10,000.00 0.000 0.00 S) 18 PAN/TILT UNIT EA 5,000.0000 5,000.00 0.000 0.00 S) 19 CAMERA CONTROL UNIT EA 5,000.0000 5,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 13 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 12:05 PM ESTIMATE NO. 22 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 20 VIDEO ENCODER UNIT EA 25,000.0000 25,000.00 0.000 0.00 S) 21 GENERAL PACKET RADIO SYSTEM WIRELESS EA 1,000.0000 14,000.00 0.000 0.00 S) MODEM 22 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 100,000.0000 100,000.00 0.500 50,000.00 S) 23 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 75,000.0000 75,000.00 0.500 37,500.00 S) 24 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 100,000.0000 100,000.00 0.500 50,000.00 S) 25 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 75,000.0000 75,000.00 0.400 30,000.00 S) 26 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 0.200 20,000.00 S) 27 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 100,000.0000 100,000.00 0.350 35,000.00 S) 28 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 75,000.0000 75,000.00 0.250 18,750.00 S) 29 TRAFFIC OPERATIONS SYSTEM (LOCATION 8) LS 100,000.0000 100,000.00 0.350 35,000.00 S) 30 TRAFFIC OPERATIONS SYSTEM (LOCATION 9) LS 125,000.0000 125,000.00 0.100 12,500.00 0.400 50,000.00 S) 31 TRAFFIC OPERATIONS SYSTEM (LOCATION 10) LS 100,000.0000 100,000.00 0.250 25,000.00 S) 32 TRAFFIC OPERATIONS SYSTEM (LOCATION 11) LS 125,000.0000 125,000.00 0.200 25,000.00 0.450 56,250.00 S) 33 TRAFFIC OPERATIONS SYSTEM (LOCATION 12) LS 50,000.0000 50,000.00 0.050 2,500.00 0.550 27,500.00 S) 34 TRAFFIC OPERATIONS SYSTEM (LOCATION 13) LS 50,000.0000 50,000.00 0.300 15,000.00 S) 35 TRAFFIC OPERATIONS SYSTEM (LOCATION 14) LS 175,000.0000 175,000.00 0.450 78,750.00 S) 36 WEIGH-IN-MOTION SYSTEM LS 375,000.0000 375,000.00 0.180 67,500.00 S) 37 FIBER OPTIC SYSTEM LS 600,000.0000 600,000.00 0.850 510,000.00 S) 38 INTEGRATED SERVICES DIGITAL NETWORK EA 1,200.0000 1,200.00 0.000 0.00 S) TERMINAL ADAPTER (ISDNTA) PROGRAM CAS145 PAGE 14 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 12:05 PM ESTIMATE NO. 22 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,552,400.76 68,047,596.03 ADJUSTMENT OF COMPENSATION 156,479.14 855,118.61 EXTRA WORK 514,739.94 5,898,636.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,223,619.84 74,801,351.04 39 MOBILIZATION LS 2000,000.0000 12,000,000.00 1.000 12,000,000.00 ORIGINAL CONTRACT AMOUNT 120,627,100.00 TOTAL WORK COMPLETED 5,223,619.84 86,801,351.04 MATERIALS ON HAND ON SITE 677,636.71 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -680.00 TOTAL 5,223,619.84 87,478,307.75 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 03/16/07 650 04/09/07 04/02/07 01/29/10 345 61 -11 0 69% 53% PROGRESS IS SATISFACTORY SHOKROLLAH MO RESIDENT ENGINEER PROGRAM CAS145 DATE 11/25/08