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.07 TIME 08:31 AM 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 0012 3,369.65 E.W. @ F.A.(+) 051007 N 0057.0 0044 93.65 062007 N 5031.0 0045 93.65 062107 N 5032.0 0046 93.65 062207 N 5033.0 0047 93.65 062307 N 5034.0 0048 93.65 062407 N 5035.0 0082 354.67 050907 N 0073.0 0085 279.06 051007 N 0076.0 0095 4,285.78 051007 N 0030.0 0099 5,898.82 071507 N 5060.0 0101 232.79 061107 N 0094.0 0102 879.95 080707 N 0100.0 0103 879.95 080807 N 0101.0 0104 219.63 072307 N 0125.0 0106 509.12 073107 N 0128.0 0107 472.74 073007 N 0129.0 0109 879.95 080907 N 0136.0 0110 1,141.58 081007 N 0109.0 0111 1,008.13 062707 N 0080.0 0112 591.56 082707 N 0143.0 0113 439.26 090707 N 0144.0 0114 406.78 091007 N 0146.0 0115 405.35 091007 N 0147.0 0116 515.17 091107 N 0148.0 0117 1,178.94 091307 N 0154.0 0118 2,677.54 062707 N 0062.0 0119 581.99 080407 N 0091.0 0120 196.37 091307 N 0149.0 002 0002 176.80 A.C. @ U.P.(+) 070107 N 5041.0 003 0002 8,464.35 E.W. @ F.A.(+) 062807 N 0105.0 007 0001 437.25 E.W. @ F.A.(+) 090607 N 0156.0 011 0006 1,787.91 E.W. @ F.A.(+) 061907 N 5061 0 0007 447.00 061507 N 5062 0 0008 1,029.68 071107 N 5063 0 0016 1,034.24 073007 N 5071 0 0017 415.53 090507 N 5072 0 012 0003 1,100.00 E.W. @ F.A.(+) 052507 N 0061.0 0004 2,160.26 052307 N 0024.0 0007 671.15 091307 N 0155.0 0008 2,160.26 052407 N 0026.1 017 0001 37,881.00 E.W. @ U.P (+) 081507 N X001.1 020 0001 14,863.75 E.W. @ F.A.(+) 071007 N 0096.0 0002 2,866.85 071107 N 0097.0 0003 1,870.28 071207 N 0098.0 0004 2,206.29 071907 N 0099.0 107,445.63 TOTAL THIS ESTIMATE 133,267.11 TOTAL PREVIOUS ESTIMATE 240,712.74 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.07 TIME 08:31 AM R.E. NAME: SHOKROLLAHI MO 04-264204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RE-STAKING -680.00 07 -680.00 -680.00 TOTAL DEDUCTIONS -680.00 -680.00 PROGRAM CAS145 PAGE 1 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 08:31 AM ESTIMATE NO. 07 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 10/20/07 R.E. NAME: SHOKROLLAHI MO DATE OF THIS ESTIMATE 10/20/07 LOCATION 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 0.250 6,250.00 02 TIME-RELATED OVERHEAD LS 4300,000.0000 14,300,000.00 0.030 429,000.00 0.198 2,831,400.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 190,400.00 281.030 11,241.20 5,412.560 216,502.40 04 TEMPORARY FENCE (TYPE ESA) M 20.0000 53,000.00 581.700 11,634.00 4,403.700 88,074.00 05 TEMPORARY EXCLUSION FENCE M 120.0000 27,600.00 140.000 16,800.00 140.000 16,800.00 06 TEMPORARY SUPPORT LS 300,000.0000 300,000.00 0.250 75,000.00 0.250 75,000.00 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 0.200 12,000.00 0.200 12,000.00 09 NON-STORM WATER DISCHARGES LS 150,000.0000 150,000.00 0.000 0.00 10 TEMPORARY EROSION CONTROL BLANKET M2 6.0000 42,000.00 544.800 3,268.80 544.800 3,268.80 11 TEMPORARY FIBER ROLL M 15.0000 3,600.00 350.620 5,259.30 350.620 5,259.30 12 TEMPORARY SILT FENCE M 10.0000 69,700.00 384.000 3,840.00 4,871.000 48,710.00 13 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 50,000.00 3.000 15,000.00 5.000 25,000.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 40,000.00 7.000 17,500.00 17.000 42,500.00 15 TEMPORARY COVER M2 5.0000 30,000.00 1,758.300 8,791.50 1,758.300 8,791.50 16 TEMPORARY CHECK DAM M 50.0000 3,000.00 15.330 766.50 15.330 766.50 17 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 48,000.00 45.000 13,500.00 93.000 27,900.00 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 0.100 335,001.60 0.200 670,003.20 S) 20 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 6,000.00 146.170 7,308.50 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 12,000.00 41,023.200 41,023.20 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,800.00 28.000 1,120.00 64.000 2,560.00 S) PROGRAM CAS145 PAGE 2 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 08:31 AM ESTIMATE NO. 07 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 10/20/07 R.E. NAME: SHOKROLLAHI MO 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 TEMPORARY PAVEMENT MARKER EA 4.0000 57,600.00 24,703.000 98,812.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 168,000.00 5.000 40,000.00 25 TEMPORARY RAILING (TYPE K) M 80.0000 3,488,000.00 1,365.500 109,240.00 21,514.240 1,721,139.20 26 TEMPORARY CRASH CUSHION EA 400.0000 305,600.00 39.000 15,600.00 585.000 234,000.00 27 TEMPORARY TRAFFIC SCREEN M 8.0000 275,200.00 1,062.530 8,500.24 12,944.690 103,557.52 28 TEMPORARY RETAINING WALL M2 150.0000 738,000.00 -373.000 -55,950.00 2,787.000 418,050.00 29 ABANDON CULVERT M 30.0000 32,700.00 13.600 408.00 30 ABANDON INLET EA 500.0000 13,500.00 0.000 0.00 31 ABANDON MANHOLE EA 500.0000 1,000.00 0.000 0.00 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 1,261.200 3,783.60 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 18,899.940 37,799.88 37 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 50.0000 400.00 38.330 1,916.50 38 REMOVE TRAFFIC STRIPE (YELLOW) M 4.0000 65,600.00 1,540.190 6,160.76 39 REMOVE PAVEMENT MARKER EA 1.0000 94,600.00 20,926.000 20,926.00 40 REMOVE ROADSIDE SIGN EA 100.0000 9,500.00 0.000 0.00 41 REMOVE SIGN STRUCTURE EA 5,000.0000 65,000.00 4.000 20,000.00 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 55,000.00 116.190 11,619.00 46 REMOVE INLET EA 1,000.0000 56,000.00 16.000 16,000.00 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 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 08:31 AM ESTIMATE NO. 07 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 10/20/07 R.E. NAME: SHOKROLLAHI MO 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 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 49.910 1,996.40 1,725.760 69,030.40 53 RECONSTRUCT METAL BEAM GUARD RAILING M 100.0000 65,000.00 0.000 0.00 (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 0.000 0.00 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 0.000 0.00 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 4,463.300 17,853.20 5,799.300 23,197.20 S) 60 REMOVE CONCRETE (CURB AND GUTTER) M3 150.0000 63,000.00 295.830 44,374.50 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 0.000 0.00 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 0.000 0.00 (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 0.680 204,000.00 67 CAP INLET EA 1,000.0000 13,000.00 2.000 2,000.00 2.000 2,000.00 68 BRIDGE REMOVAL, LOCATION A LS 400,000.0000 400,000.00 0.130 52,000.00 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 0.050 11,250.00 1.000 225,000.00 71 DEVELOP WATER SUPPLY LS 112,500.0000 112,500.00 0.150 16,875.00 0.200 22,500.00 72 ROADWAY EXCAVATION M3 25.0000 1,465,000.00 1,072.920 26,823.00 4,608.000 115,200.00 73 ROADWAY EXCAVATION (TYPE Z-2) M3 170.0000 1,154,300.00 2,152.000 365,840.00 (AERIALLY DEPOSITED LEAD) 74 ROADWAY EXCAVATION (TYPE Y-1) M3 25.0000 387,500.00 4,850.000 121,250.00 (AERIALLY DEPOSITED LEAD) 75 ROADWAY EXCAVATION (TYPE Y-2) M3 25.0000 81,000.00 437.000 10,925.00 1,776.000 44,400.00 (AERIALLY DEPOSITED LEAD) 76 LEAD COMPLIANCE PLAN LS 25,000.0000 25,000.00 0.750 18,750.00 PROGRAM CAS145 PAGE 4 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 08:31 AM ESTIMATE NO. 07 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 10/20/07 R.E. NAME: SHOKROLLAHI MO 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 EXCAVATION M3 150.0000 97,500.00 0.000 0.00 78 STRUCTURE EXCAVATION (BRIDGE) M3 66.0000 93,390.00 489.650 32,316.90 776.430 51,244.38 F) 79 STRUCTURE EXCAVATION (TYPE D) M3 20.0000 2,760.00 51.060 1,021.20 92.460 1,849.20 F) 80 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.0000 18,816.00 42.000 588.00 F) 81 STRUCTURE EXCAVATION (SOUND WALL) M3 110.0000 31,900.00 290.000 31,900.00 290.000 31,900.00 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 90.000 9,900.00 90.000 9,900.00 F) (AERIALLY DEPOSITED LEAD) 84 STRUCTURE EXCAVATION (TYPE Y-2) M3 110.0000 17,820.00 30.630 3,369.30 118.430 13,027.30 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 70.000 7,700.00 F) (RETAINING WALL NO.11) 88 STRUCTURE BACKFILL M3 100.0000 17,000.00 0.000 0.00 89 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 207,680.00 188.000 7,520.00 188.000 7,520.00 F) 90 STRUCTURE BACKFILL (LAGGING WALL) M3 80.0000 63,360.00 0.000 0.00 F) 91 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 134,000.00 0.000 0.00 F) 92 STRUCTURE BACKFILL (SOUND WALL) M3 80.0000 11,200.00 0.000 0.00 93 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 12,300.00 0.000 0.00 F) WALL) 94 STRUCTURE BACKFILL M3 80.0000 2,480.00 0.000 0.00 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 0.000 0.00 F) (RETAINING WALL NO.11) 97 PREVIOUS BACKFILL MATERIAL M3 100.0000 100.00 0.000 0.00 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 0.000 0.00 F) (RETAINING WALL NO. 11) 00 SAND BACKFILL M3 200.0000 40,000.00 7.500 1,500.00 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 0.000 0.00 F) PROGRAM CAS145 PAGE 5 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 08:31 AM ESTIMATE NO. 07 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 10/20/07 R.E. NAME: SHOKROLLAHI MO 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 EARTH RETAINING STRUCTURE, LOCATION B M2 1,000.0000 1,430,000.00 0.000 0.00 F) 05 LIGHTWEIGHT FILL M3 100.0000 45,000.00 0.000 0.00 06 HIGHWAY PLANTING LS 200,000.0000 200,000.00 0.150 30,000.00 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 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 0.100 10,000.00 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 932,000.00 569.300 22,772.00 1,309.100 52,364.00 28 CLASS 3 AGGREGATE BASE M3 50.0000 1,305,000.00 1,245.400 62,270.00 2,308.200 115,410.00 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 1,764.720 176,472.00 6,096.240 609,624.00 PROGRAM CAS145 PAGE 6 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 08:31 AM ESTIMATE NO. 07 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 10/20/07 R.E. NAME: SHOKROLLAHI MO 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 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 0.000 0.00 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 0.000 0.00 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 1,379.060 310,288.50 3,128.070 703,815.75 S) 43 STEEL SOLDIER PILE (W460 X 194) M 320.0000 1,247,360.00 1,429.840 457,548.80 3,305.740 1,057,836.80 44 FURNISH PILING (CLASS 400) M 110.0000 876,810.00 250.000 27,500.00 7,971.000 876,810.00 (ALTERNATIVE X, MOD) 45 DRIVE PILE (CLASS 400) EA 1,000.0000 1,608,000.00 43.000 43,000.00 1,608.000 1,608,000.00 (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 10,122.370 1,467,743.65 (ALTERNATIVE W) 49 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,250.0000 655,000.00 48.000 60,000.00 268.000 335,000.00 S) 50 FURNISH PILING (CLASS 900) M 95.0000 116,185.00 1,081.390 102,732.05 (ALTERNATIVE X) 51 DRIVE PILE (CLASS 900)(ALTERNATIVE X) EA 1,250.0000 103,750.00 74.000 92,500.00 S) 52 FURNISH PILING (CLASS 900) M 95.0000 104,120.00 1,060.700 100,766.50 (ALTERNATIVE X, MOD)(SOUND WALL) 53 DRIVE PILE (CLASS 900) EA 1,250.0000 85,000.00 62.000 77,500.00 (ALTERNATIVE X, MOD)(SOUND WALL) 54 FURNISH PILING (CLASS 400) M 110.0000 89,650.00 815.000 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 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 08:31 AM ESTIMATE NO. 07 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 10/20/07 R.E. NAME: SHOKROLLAHI MO 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 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 750.0000 668,250.00 107.260 80,445.00 249.220 186,915.00 F) 59 STRUCTURAL CONCRETE, BRIDGE M3 1,050.0000 3,328,500.00 7.240 7,602.00 111.740 117,327.00 F) 60 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 739,200.00 58.030 31,916.50 110.450 60,747.50 F) 61 STRUCTURAL CONCRETE, RAMP M3 1,500.0000 730,500.00 191.900 287,850.00 464.620 696,930.00 F) 62 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 1,035,200.00 0.000 0.00 F) 63 STRUCTURAL CONCRETE, APPROACH SLAB M3 630.0000 128,520.00 0.000 0.00 F) (TYPE N) 64 STRUCTURAL CONCRETE M3 610.0000 11,590.00 11.500 7,015.00 11.500 7,015.00 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 0.000 0.00 F) (RETAINING WALL NO.11) 67 CLASS 3 CONCRETE (BACKFILL) M3 280.0000 610,680.00 621.550 174,034.00 1,361.650 381,262.00 F) 68 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 454,000.00 1.900 3,800.00 1.900 3,800.00 F) 69 CLASS I CONCRETE (DRAINAGE STRUCTURES) M3 1,000.0000 907,000.00 0.000 0.00 F) 70 MINOR CONCRETE (SOUND WALL) M3 710.0000 146,970.00 33.830 24,019.30 155.720 110,561.20 F) 71 MINOR CONCRETE (BACKFILL) M3 200.0000 11,400.00 0.000 0.00 72 ARCHITECTURAL SURFACE (STONE) M3 1,050.0000 1,170,750.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 F) (RETAINING WALL NO.11) 77 FURNISH PRECAST PRESTRESSED CONCRETE EA 70,000.0000 140,000.00 2.000 140,000.00 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 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 4.000 30,000.00 S) GIRDER 80 PRECAST CONCRETE BOX CULVERT M 5,000.0000 110,000.00 0.000 0.00 (2.7M X 1.5M) 81 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 250.0000 2,720,000.00 1,607.000 401,750.00 2,722.000 680,500.00 82 JOINT SEAL (MR 30 MM) M 150.0000 1,350.00 0.000 0.00 S) 83 JOINT SEAL ASSEMBLY (MR 90 MM) M 350.0000 2,800.00 0.000 0.00 S) 84 JOINT SEAL (MR 50 MM) M 200.0000 15,400.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 08:31 AM ESTIMATE NO. 07 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 10/20/07 R.E. NAME: SHOKROLLAHI MO 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 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 1,100,019.00 41,480.000 70,516.00 114,488.000 194,629.60 SF) 86 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 183,600.00 3,515.270 7,030.54 6,915.270 13,830.54 SF) 87 BAR REINFORCING STEEL (BARRIER SLAB) KG 2.2000 483,494.00 0.000 0.00 SF) 88 BAR REINFORCING STEEL (RAMP) KG 2.0000 304,000.00 58,176.000 116,352.00 110,531.000 221,062.00 SF) 89 BAR REINFORCING STEEL KG 2.0000 62,644.00 0.000 0.00 (DRAINAGE STRUCTURE) 90 BAR REINFORCING STEEL KG 3.0000 2,382.00 794.000 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 0.000 0.00 (RETAINING WALL NO.11) 93 FURNISH SIGN STRUCTURE (TRUSS) KG 21.0000 1,791,951.00 0.000 0.00 F) 94 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 85,331.00 0.000 0.00 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 0.000 0.00 98 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 6,890.00 0.000 0.00 (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 44.790 246,345.00 44.790 246,345.00 (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 0.000 0.00 F) 10 CLEAN AND PAINT STEEL SOLDIER PILES LS 260,000.0000 260,000.00 0.620 161,200.00 0.620 161,200.00 S) 11 450 MM ALTERNATIVE PIPE CULVERT M 400.0000 1,756,000.00 22.400 8,960.00 158.800 63,520.00 PROGRAM CAS145 PAGE 9 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 08:31 AM ESTIMATE NO. 07 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 10/20/07 R.E. NAME: SHOKROLLAHI MO 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 ------------------------------------------------------------------------------------------------------------------------------------ 12 600 MM ALTERNATIVE PIPE CULVERT M 500.0000 180,000.00 80.310 40,155.00 173.510 86,755.00 13 900 MM ALTERNATIVE PIPE CULVERT M 500.0000 24,500.00 3.590 1,795.00 14 150 MM PVC WATER PIPE M 900.0000 279,000.00 22.400 20,160.00 318.900 287,010.00 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 0.000 0.00 20 GRATED LINE DRAIN M 340.0000 1,513,000.00 0.000 0.00 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 20.500 16,400.00 20.500 16,400.00 25 JACKED 900 MM WELDED STEEL PIPE M 8,000.0000 1,520,000.00 52.300 418,400.00 95.000 760,000.00 26 JACKED 1200 MM WELDED STEEL PIPE M 9,000.0000 3,690,000.00 102.150 919,350.00 175.300 1,577,700.00 27 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 15,000.00 2.000 2,000.00 2.000 2,000.00 28 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 6,000.00 5.000 5,000.00 5.000 5,000.00 29 DRAINAGE MANHOLE EA 10,000.0000 30,000.00 1.000 10,000.00 1.000 10,000.00 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 22.000 22,000.00 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 0.000 0.00 37 ROCK SLOPE PROTECTION M3 500.0000 38,000.00 16.900 8,450.00 16.900 8,450.00 (BACKING NO. 2, METHOD B) 38 FILTER FABRIC M2 5.0000 2,055.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 08:31 AM ESTIMATE NO. 07 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 10/20/07 R.E. NAME: SHOKROLLAHI MO 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 ROCK SLOPE PROTECTION FABRIC M2 5.0000 5,335.00 67.300 336.50 67.300 336.50 40 MINOR CONCRETE (MISCELLANEOUS M3 650.0000 523,900.00 0.000 0.00 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 121,800.00 119.000 476.00 119.000 476.00 SF) 45 MISCELLANEOUS METAL KG 15.0000 7,350.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 46 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 28,950.00 0.000 0.00 47 MISCELLANEOUS METAL (LAGGING WALL) KG 6.0000 7,668.00 0.000 0.00 SF) 48 BRIDGE DECK DRAINAGE SYSTEM KG 25.0000 47,500.00 0.000 0.00 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 0.000 0.00 SF) 60 PEDESTRIAN BARRICADE (TYPE 1) EA 100.0000 300.00 0.000 0.00 61 TUBULAR HANDRAILING M 160.0000 54,400.00 0.000 0.00 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 0.000 0.00 F) 65 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 870.0000 8,700.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 08:31 AM ESTIMATE NO. 07 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 10/20/07 R.E. NAME: SHOKROLLAHI MO 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 73 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,500.0000 9,000.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 80 CONCRETE BARRIER (TYPE 60C) M 360.0000 1,558,800.00 0.000 0.00 81 CONCRETE BARRIER (TYPE 60D) M 190.0000 36,100.00 0.000 0.00 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 0.000 0.00 F) 84 CONCRETE BARRIER (TYPE 736A) M 270.0000 112,320.00 0.000 0.00 F) 85 CONCRETE BARRIER (TYPE 736A MODIFIED) M 270.0000 196,830.00 0.000 0.00 F) 86 CONCRETE BARRIER (TYPE 736SV MODIFIED) M 640.0000 43,520.00 27.000 17,280.00 27.000 17,280.00 F) 87 CONCRETE BARRIER (TYPE 736SV) M 380.0000 1,290,480.00 274.000 104,120.00 1,544.600 586,948.00 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 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 08:31 AM ESTIMATE NO. 07 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 10/20/07 R.E. NAME: SHOKROLLAHI MO 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,517.000 13,034.00 98 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 125,415.00 1,615.000 8,075.00 99 SIGNAL & LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 0.000 0.00 S) 00 SIGNAL & LIGHTING (LOCATION 2) LS 125,000.0000 125,000.00 0.000 0.00 S) 01 SIGNAL & LIGHTING (LOCATION 3) LS 25,000.0000 25,000.00 0.000 0.00 S) 02 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 S) (LOCATION 2) 03 SIGNAL AND LIGHTING (CITY LOCATION 1) LS 175,000.0000 175,000.00 0.000 0.00 S) 04 SIGNAL AND LIGHTING (CITY LOCATION 2) LS 200,000.0000 200,000.00 0.000 0.00 S) 05 LIGHTING (CITY STREET) LS 225,000.0000 225,000.00 0.100 22,500.00 S) 06 LIGHTING (STAGE CONSTRUCTION) LS 350,000.0000 350,000.00 0.490 171,500.00 0.700 245,000.00 S) 07 LIGHTING LS 125,000.0000 125,000.00 0.020 2,500.00 0.020 2,500.00 S) (BROADWAY AVE PEDESTRIAN OVERCROSSING) 08 LIGHTING LS 100,000.0000 100,000.00 0.090 9,000.00 0.200 20,000.00 S) (MONTE DIABLO PEDESTRIAN OVERCROSSING) 09 LIGHTING AND SIGN ILLUMINATION LS 600,000.0000 600,000.00 0.140 84,000.00 0.150 90,000.00 S) 10 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 S) (CITY LOCATION 1) 11 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 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 0.000 0.00 S) (CITY LOCATION 1) 14 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.000 0.00 S) (CITY LOCATION 2) 15 ELECTRIC SERVICE (IRRIGATION) LS 50,000.0000 50,000.00 0.000 0.00 S) (CITY LOCATION 3) 16 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 0.000 0.00 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 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 08:31 AM ESTIMATE NO. 07 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 10/20/07 R.E. NAME: SHOKROLLAHI MO 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.010 1,000.00 0.020 2,000.00 S) 23 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 75,000.0000 75,000.00 0.010 750.00 0.020 1,500.00 S) 24 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 100,000.0000 100,000.00 0.000 0.00 S) 25 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 75,000.0000 75,000.00 0.000 0.00 S) 26 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 0.000 0.00 S) 27 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 100,000.0000 100,000.00 0.000 0.00 S) 28 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 75,000.0000 75,000.00 0.000 0.00 S) 29 TRAFFIC OPERATIONS SYSTEM (LOCATION 8) LS 100,000.0000 100,000.00 0.010 1,000.00 0.020 2,000.00 S) 30 TRAFFIC OPERATIONS SYSTEM (LOCATION 9) LS 125,000.0000 125,000.00 0.000 0.00 S) 31 TRAFFIC OPERATIONS SYSTEM (LOCATION 10) LS 100,000.0000 100,000.00 0.000 0.00 S) 32 TRAFFIC OPERATIONS SYSTEM (LOCATION 11) LS 125,000.0000 125,000.00 0.000 0.00 S) 33 TRAFFIC OPERATIONS SYSTEM (LOCATION 12) LS 50,000.0000 50,000.00 0.020 1,000.00 0.040 2,000.00 S) 34 TRAFFIC OPERATIONS SYSTEM (LOCATION 13) LS 50,000.0000 50,000.00 0.000 0.00 S) 35 TRAFFIC OPERATIONS SYSTEM (LOCATION 14) LS 175,000.0000 175,000.00 0.000 0.00 S) 36 WEIGH-IN-MOTION SYSTEM LS 375,000.0000 375,000.00 0.010 3,750.00 S) 37 FIBER OPTIC SYSTEM LS 600,000.0000 600,000.00 0.000 0.00 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 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 08:31 AM ESTIMATE NO. 07 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 10/20/07 R.E. NAME: SHOKROLLAHI MO 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 6,312,242.88 24,727,379.33 ADJUSTMENT OF COMPENSATION 176.80 176.80 EXTRA WORK 107,268.83 240,535.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,419,688.51 24,968,092.07 39 MOBILIZATION LS 2000,000.0000 12,000,000.00 0.200 2,400,000.00 0.950 11,400,000.00 ORIGINAL CONTRACT AMOUNT 120,627,100.00 TOTAL WORK COMPLETED 8,819,688.51 36,368,092.07 MATERIALS ON HAND ON SITE 246,777.25 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -680.00 -680.00 TOTAL 8,819,008.51 36,614,189.32 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 11/30/09 128 12 0 0 30% 32% PROGRESS IS SATISFACTORY SHOKROLLAHI MO RESIDENT ENGINEER PROGRAM CAS145 DATE 10/20/07