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 09/23/08 EST. NO.20 TIME 02:52 PM R.E. NAME: SHOKROLLAHI 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 0398 1,705.00 E.W. @ F.A.(+) 121307 N 5438.0 0399 1,705.00 010208 N 5439.0 0424 206.44 020808 N 0720.0 0425 869.34 021108 N 0721.0 0426 1,421.30 020808 N 0722.0 0430 133.48 021508 N 0775.0 0432 128.86 012508 N 0778.0 0439 475.64 082007 N 0685.0 0452 477.64 032308 N 0846.0 0460 1,257.03 022508 N 0788.0 0462 1.56 021508 N 0798.0 0477 607.56 032608 N 0911.0 0478 770.19 040108 N 0912.0 0480 234.72 040708 N 0916.0 0496 1,577.70 041408 N 0965.0 0498 244.09 042408 N 0971.0 0499 1,360.51 042608 N 0997.0 0500 1,360.51 042608 N 0998.0 0505 131.26 053008 N 1024.0 0506 2,403.88 050508 N 1027.0 0510 303.22 061708 N 5581.0 0511 286.69 060908 N 5582.0 0512 362.14 062408 N 5584.0 0513 273.38 063008 N 5585.0 0514 186.33 070108 N 5586.0 0515 171.39 070708 N 5590.0 0516 375.74 070808 N 5591.0 0547 262.31 071008 N 1209.0 0561 366.94 050208 N X05020 0570 109.01 061008 N Y55800 002 0008 1,310.40 A.C. @ U.P.(+) 021408 N 0796.0 004 0004 2,117.50 E.W. @ F.A.(+) 060508 N 1031.0 005 0013-1 -1,024.44 E.W. @ F.A.(+) 020208 N 5553.0 DAO CORRECTING ENTRY 006 0002 3,784.47 E.W. @ F.A.(+) 050908 N 1058.0 011 0011 976.69 E.W. @ F.A.(+) 071207 N 5066 0 0013 833.10 071907 N 5068 0 012 0093 357.50 E.W. @ F.A.(+) 111607 N 5460.0 0094 1,955.00 112107 N 5488.0 0098 2,215.04 041608 N 5503.0 0105 182.71 022808 N 0917.0 0106 182.71 022908 N 0918.0 0110 1,150.25 032108 N 1038.0 0111 2,245.32 053008 N 5560.0 015 0016 1,331.00 E.W. @ F.A.(+) 022708 N 0799.0 0018 130.49 032008 N 0924.0 0019 605.00 E.W. @ U.P (+) 031008 N 0934.0 0022 1,441.24 E.W. @ F.A.(+) 050108 N 0973.0 0024 525.05 053008 N 1023.0 0026 4,792.38 052308 N 1029.0 0029 8,824.79 E.W. @ U.P (+) 062208 N X10280 0032 7,986.01 070108 N X10970 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 09/23/08 EST. NO.20 TIME 02:52 PM R.E. NAME: SHOKROLLAHI 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 --------------------------------------------------------------------------- 018 0020-1 -831.05 E.W. @ F.A.(+) 082007 N 5092 0 DAO CORRECTING ENTRY 0020-2 3,475.37 082007 N 5092 0 DAO CORRECTING ENTRY 0021-1 -831.05 082107 N 5093 0 DAO CORRECTING ENTRY 0021-2 831.05 082107 N 5093 0 DAO CORRECTING ENTRY 0021-3 -831.05 082107 N 5093 0 DAO CORRECTING ENTRY 0021-4 3,475.37 082107 N 5093 0 DAO CORRECTING ENTRY 020 0069 7,572.84 E.W. @ F.A.(+) 111907 N 0555.0 0078 5,588.00 121507 N 0724.0 0083 438.24 011808 N 0845.0 0089 1,057.92 062008 N 5583.0 0112 188.12 071108 N 1210.0 022 0039 2,015.64 E.W. @ F.A.(+) 051408 N 1060.0 027 0044 1,119.70 E.W. @ F.A.(+) 012108 N 0646.0 0045 325.09 012308 N 0653.0 0053 473.33 012408 N 0651.0 0077 223.69 012108 N 0856.0 0078 4,050.94 020708 N 0795.0 0081 353.29 013008 N 0894.0 0082 4,050.94 030708 N 0859.0 0083 359.16 031708 N 0935.0 0088 357.21 041608 N 0966.0 0089 525.05 041808 N 0967.0 0090 362.45 042208 N 0969.0 0091 1,393.48 050508 N 1004.0 0092 270.95 050708 N 1011.0 0093 481.88 050808 N 1013.0 0094 380.87 050908 N 1014.0 035 0029 2,925.26 E.W. @ F.A.(+) 022508 N 0787.0 036 0014 1,741.34 E.W. @ F.A.(+) 050508 N 1054.0 040 0018 2,961.96 E.W. @ F.A.(+) 030608 N 1035.0 0019 3,102.67 032508 N 1040.0 0020 4,607.91 032708 N 1044.0 0024 4,648.44 032608 N 1083.0 0025 3,211.22 060208 N 1154.0 0029 2,815.07 060908 N 1162.0 055 0013 1,786.72 E.W. @ F.A.(+) 032008 N 1037.0 0014 1,710.66 041508 N 1050.0 059 0008 2,114.90 E.W. @ F.A.(+) 121607 N 0839.0 0009 6,433.83 020508 N 0773.0 0010 4,163.56 011408 N 0898.0 0011 4,935.94 011308 N 0899.0 062 0002 2,258.03 E.W. @ F.A.(+) 121407 N LOI007 074 0009 3,087.28 E.W. @ F.A.(+) 052108 N 5541.0 0010 937.50 052208 N 5542.0 0011 1,119.41 052308 N 5543.0 0013 1,193.12 052208 N 5554.0 0018 429.17 043008 N 1048.0 154,752.49 TOTAL THIS ESTIMATE 5,307,882.05 TOTAL PREVIOUS ESTIMATE 5,462,634.54 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 09/23/08 EST. NO.20 TIME 02:52 PM R.E. NAME: SHOKROLLAHI 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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 02:52 PM ESTIMATE NO. 20 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 09/20/08 R.E. NAME: SHOKROLLAHI MO DATE OF THIS ESTIMATE 09/23/08 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 0.032 457,600.00 0.471 6,735,300.00 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 4,403.700 88,074.00 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 0.150 45,000.00 0.750 225,000.00 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 0.032 1,920.00 0.471 28,260.00 09 NON-STORM WATER DISCHARGES LS 150,000.0000 150,000.00 0.032 4,800.00 0.471 70,650.00 10 TEMPORARY EROSION CONTROL BLANKET M2 6.0000 42,000.00 1,304.260 7,825.56 11 TEMPORARY FIBER ROLL M 15.0000 3,600.00 1,528.420 22,926.30 12 TEMPORARY SILT FENCE M 10.0000 69,700.00 7,240.870 72,408.70 13 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 50,000.00 11.000 55,000.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 40,000.00 25.000 62,500.00 15 TEMPORARY COVER M2 5.0000 30,000.00 10,783.960 53,919.80 16 TEMPORARY CHECK DAM M 50.0000 3,000.00 75.320 3,766.00 17 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 48,000.00 144.000 43,200.00 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 0.535 1,792,258.56 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 60,089.000 60,089.00 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,800.00 91.000 3,640.00 S) PROGRAM CAS145 PAGE 2 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 02:52 PM ESTIMATE NO. 20 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 09/20/08 R.E. NAME: SHOKROLLAHI MO DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 35,673.000 142,692.00 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 3,115.800 249,264.00 33,221.050 2,657,684.00 26 TEMPORARY CRASH CUSHION EA 400.0000 305,600.00 23.000 9,200.00 862.000 344,800.00 27 TEMPORARY TRAFFIC SCREEN M 8.0000 275,200.00 4,684.360 37,474.88 25,958.890 207,671.12 28 TEMPORARY RETAINING WALL M2 150.0000 738,000.00 460.000 69,000.00 4,801.000 720,150.00 29 ABANDON CULVERT M 30.0000 32,700.00 460.200 13,806.00 30 ABANDON INLET EA 500.0000 13,500.00 19.000 9,500.00 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 34,819.270 69,638.54 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 11,450.890 45,803.56 39 REMOVE PAVEMENT MARKER EA 1.0000 94,600.00 30,524.000 30,524.00 40 REMOVE ROADSIDE SIGN EA 100.0000 9,500.00 26.000 2,600.00 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 0.000 0.00 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 4.000 400.00 161.590 16,159.00 46 REMOVE INLET EA 1,000.0000 56,000.00 1.000 1,000.00 26.000 26,000.00 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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 02:52 PM ESTIMATE NO. 20 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 09/20/08 R.E. NAME: SHOKROLLAHI MO DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 41.920 4,192.00 798.820 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 5.400 5,400.00 7.400 7,400.00 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 7,099.300 28,397.20 S) 60 REMOVE CONCRETE (CURB AND GUTTER) M3 150.0000 63,000.00 304.530 45,679.50 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 1,586.408 79,320.40 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 0.140 56,000.00 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 0.032 3,600.00 0.471 52,987.50 72 ROADWAY EXCAVATION M3 25.0000 1,465,000.00 2,255.000 56,375.00 19,261.300 481,532.50 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 1,200.000 30,000.00 10,273.920 256,848.00 (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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 02:52 PM ESTIMATE NO. 20 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 09/20/08 R.E. NAME: SHOKROLLAHI MO DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 72.000 10,800.00 602.000 90,300.00 78 STRUCTURE EXCAVATION (BRIDGE) M3 66.0000 93,390.00 798.000 52,668.00 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 34.000 476.00 113.000 1,582.00 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 92,290.00 125.000 13,750.00 347.000 38,170.00 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 24.000 2,400.00 140.000 14,000.00 89 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 207,680.00 1,551.300 62,052.00 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 134,000.00 331.000 16,550.00 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 6.000 600.00 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 78.800 15,760.00 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 761,000.00 354.000 354,000.00 637.000 637,000.00 F) PROGRAM CAS145 PAGE 5 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 02:52 PM ESTIMATE NO. 20 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 09/20/08 R.E. NAME: SHOKROLLAHI MO DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 14.300 14,300.00 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 0.724 72,400.00 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 932,000.00 746.000 29,840.00 9,723.558 388,942.32 28 CLASS 3 AGGREGATE BASE M3 50.0000 1,305,000.00 244.500 12,225.00 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 7,710.970 771,097.00 39,973.210 3,997,321.00 PROGRAM CAS145 PAGE 6 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 02:52 PM ESTIMATE NO. 20 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 09/20/08 R.E. NAME: SHOKROLLAHI MO DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 32 ASPHALT CONCRETE (LEVELING) TONN 100.0000 8,720,000.00 5,980.000 598,000.00 5,980.000 598,000.00 33 PAVEMENT REINFORCING FABRIC M2 2.0000 114,800.00 0.000 0.00 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 10,166.000 1,474,070.00 (ALTERNATIVE W) 49 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,250.0000 655,000.00 268.000 335,000.00 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 0.000 0.00 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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 02:52 PM ESTIMATE NO. 20 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 09/20/08 R.E. NAME: SHOKROLLAHI MO DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 668,250.00 380.000 285,000.00 F) 59 STRUCTURAL CONCRETE, BRIDGE M3 1,050.0000 3,328,500.00 889.260 933,723.00 F) 60 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 739,200.00 121.000 66,550.00 F) 61 STRUCTURAL CONCRETE, RAMP M3 1,500.0000 730,500.00 487.000 730,500.00 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 16.345 32,690.00 133.998 267,996.00 F) 69 CLASS I CONCRETE (DRAINAGE STRUCTURES) M3 1,000.0000 907,000.00 25.000 25,000.00 216.180 216,180.00 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 1,170,750.00 195.000 204,750.00 948.000 995,400.00 F) 73 CONCRETE SURFACE TEXTURE (STONE) M2 40.0000 17,280.00 0.000 0.00 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 10.800 54,000.00 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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 02:52 PM ESTIMATE NO. 20 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 09/20/08 R.E. NAME: SHOKROLLAHI MO DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,100,019.00 276,971.000 470,850.70 SF) 86 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 183,600.00 7,488.000 14,976.00 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 3,343.400 6,686.80 26,567.290 53,134.58 (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 72,598.000 1,524,558.00 F) 94 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 85,331.00 72,598.000 72,598.00 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 58,370.00 268.392 34,890.96 98 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 6,890.00 12.934 1,681.42 (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 0.000 0.00 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 23.200 9,280.00 2,382.120 952,848.00 PROGRAM CAS145 PAGE 9 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 02:52 PM ESTIMATE NO. 20 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 09/20/08 R.E. NAME: SHOKROLLAHI MO DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 180,000.00 210.810 105,405.00 13 900 MM ALTERNATIVE PIPE CULVERT M 500.0000 24,500.00 15.690 7,845.00 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 0.000 0.00 S) WATER PIPE 19 610 MM X 960 MM OVAL SHAPED APC M 600.0000 149,400.00 248.200 148,920.00 248.200 148,920.00 20 GRATED LINE DRAIN M 340.0000 1,513,000.00 579.900 197,166.00 2,610.900 887,706.00 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 1,520,000.00 190.600 1,524,800.00 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 2.000 2,000.00 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 4.000 40,000.00 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 21.900 10,950.00 (BACKING NO. 2, METHOD B) 38 FILTER FABRIC M2 5.0000 2,055.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 02:52 PM ESTIMATE NO. 20 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 09/20/08 R.E. NAME: SHOKROLLAHI MO DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 88.700 443.50 40 MINOR CONCRETE (MISCELLANEOUS M3 650.0000 523,900.00 16.800 10,920.00 245.200 159,380.00 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 1,628.000 6,512.00 15,240.000 60,960.00 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 0.000 0.00 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 0.000 0.00 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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 02:52 PM ESTIMATE NO. 20 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 09/20/08 R.E. NAME: SHOKROLLAHI MO DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 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 1.000 1,000.00 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 1,172.360 246,195.60 1,629.360 342,165.60 80 CONCRETE BARRIER (TYPE 60C) M 360.0000 1,558,800.00 779.620 280,663.20 869.620 313,063.20 81 CONCRETE BARRIER (TYPE 60D) M 190.0000 36,100.00 144.000 27,360.00 144.000 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 497,800.00 250.000 190,000.00 597.500 454,100.00 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 10.000 2,700.00 231.000 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 0.000 0.00 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 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 02:52 PM ESTIMATE NO. 20 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 09/20/08 R.E. NAME: SHOKROLLAHI MO DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 92.00 0.000 0.00 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 8,585.000 17,170.00 98 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 125,415.00 2,053.000 10,265.00 99 SIGNAL & LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 0.300 15,000.00 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 0.200 5,000.00 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 0.850 106,250.00 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 0.200 1,000.00 0.300 1,500.00 S) (CITY LOCATION 1) 14 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.100 1,000.00 S) (CITY LOCATION 2) 15 ELECTRIC SERVICE (IRRIGATION) LS 50,000.0000 50,000.00 0.100 5,000.00 S) (CITY LOCATION 3) 16 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 0.100 2,500.00 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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 02:52 PM ESTIMATE NO. 20 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 09/20/08 R.E. NAME: SHOKROLLAHI MO DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.300 37,500.00 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 0.250 31,250.00 S) 33 TRAFFIC OPERATIONS SYSTEM (LOCATION 12) LS 50,000.0000 50,000.00 0.500 25,000.00 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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 02:52 PM ESTIMATE NO. 20 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 09/20/08 R.E. NAME: SHOKROLLAHI MO DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,321,157.96 58,963,850.16 ADJUSTMENT OF COMPENSATION 1,310.40 290,118.61 EXTRA WORK 153,442.09 5,172,515.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,475,910.45 64,426,484.70 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 4,475,910.45 76,426,484.70 MATERIALS ON HAND ON SITE 670,796.36 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -680.00 TOTAL 4,475,910.45 77,096,601.06 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 02/10/10 306 58 0 0 61% 77% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H SHOKROLLAHI MO RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/08