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 09/25/08 EST. NO.09 TIME 10:34 AM R.E. NAME: YOGARAJAH, MANNY 08-007174 --------------------------------------------------------------------------- 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 0136 244.79 E.W. @ F.A.(+) 060408 Y 0332.0 0138 166.82 060508 Y 0334.0 0140 220.84 061308 Y 0336.0 0141 35.77 070108 Y 0339.0 0143 233.86 072808 Y 0287.0 0144 401.58 072808 Y 0288.0 0146 116.93 072508 Y 0342.0 0147 233.86 073008 Y 0289.0 0148 116.93 080408 Y 0290.0 0149 259.89 080508 Y 0291.0 0150 1,091.40 080708 Y 0292.0 0151 470.90 081108 Y 0293.0 0152 418.73 040708 Y 0312.0 0153 198.91 040808 Y 0313.0 0154 175.39 041808 Y 0315.0 0155 972.45 050608 Y 0322.0 0157 399.92 050908 Y 0324.0 0158 111.21 051208 Y 0325.0 0159 111.21 052008 Y 0326.0 0160 221.62 052208 Y 0327.0 0162 233.86 081908 Y 0349.0 0163 233.86 082008 Y 0350.0 0164 556.60 082108 Y 0351.0 0165 467.71 082208 Y 0352.0 0166 411.92 041408 Y 0359.0 0167 294.31 081408 Y 0360.0 0168 467.71 082608 Y 0361.0 0169 467.71 082708 Y 0362.0 0170 467.71 082808 Y 0363.0 0171 467.71 082908 Y 0364.0 0172 233.86 090208 Y 0365.0 0173 474.08 090208 Y 0366.0 0174 474.08 090308 Y 0367.0 0175 886.58 090308 Y 0368.0 0176 233.86 090308 Y 0369.0 0177 73.08 090408 Y 0370.0 0178 467.71 082508 Y 0371.0 002 0013 562.80 A.C. @ U.P.(+) 073108 Y 0284.0 0014 1,097.20 083108 Y 0356.0 006 0015 930.60 E.W. @ F.A.(+) 060208 Y 0182.0 0016 610.54 060908 Y 0285.0 0017 733.45 061008 Y 0286.0 0024 444.55 073108 Y 0294.0 007 0117 205.17 E.W. @ F.A.(+) 070208 Y 0255.0 0118 1,820.07 070308 Y 0256.0 0119 2,232.18 072908 N 0251.0 0120 2,128.41 072808 N 0254.0 0121 5,473.66 070708 N 0257.0 0122 73.41 031708 Y 0264.0 0123 68.75 041408 Y 0265.0 0124 546.81 041808 Y 0266.0 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 09/25/08 EST. NO.09 TIME 10:34 AM R.E. NAME: YOGARAJAH, MANNY 08-007174 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0125 28.34 042508 Y 0269.0 0126 1,185.36 062308 Y 0270.0 0128 552.94 070308 N 0273.0 0129 821.30 073008 Y 0274.0 0130 616.13 073108 Y 0275.0 0131 1,606.83 080108 Y 0276.0 0132 1,415.88 080408 Y 0277.0 0133 670.96 080508 Y 0278.0 0134 1,055.34 080608 Y 0279.0 0135 491.03 080708 Y 0280.0 0136 1,822.98 080808 Y 0282.0 0137 3,624.66 081108 Y 0283.0 0138 555.95 042508 Y 0316.1 0139 507.43 042608 Y 0317.1 0140 489.65 042708 Y 0318.1 0141 189.50 042808 Y 0319.1 0142 189.50 043008 Y 0320.1 0144 597.28 081308 Y 0358.0 46,464.02 TOTAL THIS ESTIMATE 250,362.95 TOTAL PREVIOUS ESTIMATE 296,826.97 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 09/25/08 EST. NO.09 TIME 10:34 AM R.E. NAME: YOGARAJAH, MANNY 08-007174 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FED/STATE APPR CERT. -10,000.00 05 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 04 MISSING DOCUMENTS 10,000.00 05 MISSING PAYROLLS -10,000.00 05 PAYROLLS RECEIVED 10,000.00 06 0.00 0.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 10:34 AM ESTIMATE NO. 09 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 09/25/08 LOCATION PROGRESS ESTIMATE 08-SBD-215-4.8/6.5 ----------------- MCM CONSTRUCTION INC. IN SAN BERNARDINO COUNTY IN P.O. BOX 620 SAN BERNARDINO AT VARIOUS LOCATIONS NORTH HIGHLANDS, CA 95660 FED. AID NO. PNRS-6208(13)N ,CML-6208(13)N WIDEN FREEWAY AND OVERPASSES ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.250 2,500.00 02 TIME-RELATED OVERHEAD WDAY 7,500.0000 4,500,000.00 21.000 157,500.00 176.000 1,320,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 18.0000 65,160.00 1,646.500 29,637.00 S) 04 TEMPORARY FENCE (TYPE ESA) M 25.0000 1,925.00 70.000 1,750.00 S) 05 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.030 3,000.00 0.270 27,000.00 07 TEMPORARY FIBER ROLL M 10.0000 18,000.00 779.000 7,790.00 08 TEMPORARY SILT FENCE M 10.0000 50,000.00 1,980.000 19,800.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 50,000.00 2.000 2,000.00 14.000 14,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 58,500.00 10.000 45,000.00 11 TEMPORARY COVER M2 8.0000 80,000.00 0.000 0.00 12 TEMPORARY CHECK DAM M 75.0000 15,000.00 0.000 0.00 13 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 14 TEMPORARY DRAINAGE INLET PROTECTION EA 1,000.0000 16,000.00 6.000 6,000.00 15 TEMPORARY HYDRAULIC MULCH M2 0.5700 153,900.00 0.000 0.00 (BONDED FIBER MATRIX) 16 STREET SWEEPING LS 150,000.0000 150,000.00 0.030 4,500.00 0.270 40,500.00 17 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 0.015 1,200.00 0.520 41,600.00 S) 18 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.033 6,600.00 0.313 62,600.00 S) 19 TYPE III BARRICADE EA 80.0000 10,400.00 9.000 720.00 19.000 1,520.00 S) 20 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 10,800.00 98.130 3,925.20 170.280 6,811.20 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.2500 82,875.00 5,737.800 7,172.25 30,476.350 38,095.44 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 51,600.00 95.000 3,800.00 223.000 8,920.00 S) PROGRAM CAS145 PAGE 2 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 10:34 AM ESTIMATE NO. 09 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 09/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 81,600.00 1,541.000 6,164.00 9,385.000 37,540.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 120,000.00 0.500 5,000.00 3.500 35,000.00 S) 25 TEMPORARY RAILING (TYPE K) M 40.0000 864,000.00 2,097.024 83,880.96 10,027.890 401,115.60 26 TEMPORARY CRASH CUSHION MODULE EA 300.0000 114,000.00 55.000 16,500.00 S) 27 TEMPORARY TRAFFIC SCREEN M 25.0000 90,750.00 0.000 0.00 S) 28 ABANDON CULVERT M 70.0000 88,200.00 319.700 22,379.00 29 OBLITERATE SURFACING M2 5.0000 23,900.00 0.000 0.00 30 REMOVE CHAIN LINK FENCE M 5.0000 29,850.00 5,495.000 27,475.00 S) 31 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.5000 27,250.00 9,633.000 24,082.50 S) STRIPE 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7500 24,675.00 13,103.000 22,930.25 S) 33 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 6,900.00 43.420 1,302.60 S) 34 REMOVE PAVEMENT MARKER EA 1.0000 2,280.00 5,126.000 5,126.00 S) 35 REMOVE ROADSIDE SIGN EA 150.0000 3,150.00 0.000 0.00 36 REMOVE SIGN STRUCTURE EA 5,000.0000 70,000.00 14.000 70,000.00 37 REMOVE CULVERT M 80.0000 134,400.00 14.400 1,152.00 526.730 42,138.40 38 REMOVE INLET EA 750.0000 51,000.00 14.000 10,500.00 39 REMOVE MANHOLE EA 1,600.0000 3,200.00 0.000 0.00 40 REMOVE CRIB WALL M 55.0000 6,600.00 116.000 6,380.00 41 SALVAGE SINGLE THRIE BEAM BARRIER M 22.0000 34,760.00 1,524.000 33,528.00 S) 42 SALVAGE METAL BEAM GUARD RAILING M 22.0000 26,400.00 1,197.000 26,334.00 S) 43 SALVAGE SINGLE METAL BEAM BARRIER M 17.0000 55,080.00 2,744.000 46,648.00 S) 44 SALVAGE DOUBLE METAL BEAM BARRIER M 33.0000 4,290.00 0.000 0.00 S) 45 RELOCATE ROADSIDE SIGN (WOOD POST) EA 250.0000 2,750.00 0.000 0.00 46 RELOCATE SIGN STRUCTURE EA 6,500.0000 6,500.00 0.000 0.00 47 RELOCATE SIGN PANEL EA 1,000.0000 1,000.00 0.000 0.00 48 ADJUST INLET EA 1,000.0000 1,000.00 0.000 0.00 49 ADJUST MANHOLE EA 2,000.0000 2,000.00 1.000 2,000.00 PROGRAM CAS145 PAGE 3 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 10:34 AM ESTIMATE NO. 09 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 09/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 136,250.00 28,307.000 70,767.50 S) 51 REMOVE CONCRETE (CURB AND GUTTER) M 12.0000 55,680.00 318.480 3,821.76 1,836.420 22,037.04 52 REMOVE CONCRETE (HEADWALL, WINGWALL AND M3 90.0000 23,400.00 145.730 13,115.70 REINFORCED CONCRETE BOX) 53 REMOVE CONCRETE (CHANNEL) M3 200.0000 66,000.00 25.850 5,170.00 159.020 31,804.00 54 CLEAN BRIDGE DECK M2 4.5000 11,655.00 0.000 0.00 55 REMOVE CONCRETE (MISCELLANEOUS) M2 12.0000 81,000.00 5,330.090 63,961.08 56 CAP INLET EA 1,200.0000 4,800.00 2.000 2,400.00 57 BRIDGE REMOVAL, LOCATION E LS 150,000.0000 150,000.00 0.000 0.00 58 BRIDGE REMOVAL, LOCATION F LS 75,000.0000 75,000.00 1.000 75,000.00 59 BRIDGE REMOVAL, LOCATION G LS 130,000.0000 130,000.00 0.100 13,000.00 0.100 13,000.00 60 BRIDGE REMOVAL (PORTION), LOCATION A LS 7,500.0000 7,500.00 0.000 0.00 61 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000.00 62 BRIDGE REMOVAL (PORTION), LOCATION C LS 70,000.0000 70,000.00 0.850 59,500.00 0.850 59,500.00 63 BRIDGE REMOVAL (PORTION), LOCATION D LS 15,000.0000 15,000.00 0.800 12,000.00 0.800 12,000.00 64 BRIDGE REMOVAL (PORTION), LOCATION H LS 100,000.0000 100,000.00 0.850 85,000.00 65 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 0.900 36,000.00 66 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.200 6,000.00 67 ROADWAY EXCAVATION M3 12.0000 2,208,000.00 35,961.090 431,533.08 110,054.930 1,320,659.16 68 HEALTH, SAFETY AND WORK PLAN LS 5,000.0000 5,000.00 0.000 0.00 (ASBESTOS CONTAMINATED MATERIAL) 69 HAZARDOUS MATERIAL MANAGEMENT PLAN LS 25,000.0000 25,000.00 0.000 0.00 (ASBESTOS CONTAMINATED MATERIAL) 70 HAZARDOUS MATERIAL MANAGEMENT REPORT LS 25,000.0000 25,000.00 0.000 0.00 (ASBESTOS CONTAMINATED MATERIAL) 71 HAZARDOUS ROADWAY EXCAVATION M3 25.0000 132,500.00 0.000 0.00 (ASBESTOS CONTAMINATED MATERIAL) 72 TRANSPORTATION AND WASTE DISPOSAL TONN 80.0000 952,000.00 0.000 0.00 (ASBESTOS CONTAMINATED MATERIAL) 73 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 74 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 606,500.00 195.000 19,500.00 1,505.000 150,500.00 F) 75 STRUCTURE EXCAVATION (TYPE D) M3 100.0000 677,800.00 524.000 52,400.00 3,915.000 391,500.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 1,038,750.00 14,890.800 744,540.00 F) PROGRAM CAS145 PAGE 4 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 10:34 AM ESTIMATE NO. 09 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 09/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE EXCAVATION (TIEBACK WALL) M3 100.0000 11,200.00 0.000 0.00 F) 78 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 290,010.00 264.000 9,240.00 F) 79 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 705,560.00 7,471.000 149,420.00 F) 80 STRUCTURE BACKFILL (TIEBACK WALL) M3 100.0000 500.00 0.000 0.00 F) 81 PERVIOUS BACKFILL MATERIAL M3 100.0000 5,000.00 0.000 0.00 F) 82 PERVIOUS BACKFILL MATERIAL (RETAINING M3 25.0000 43,450.00 263.100 6,577.50 F) WALL) 83 SAND BACKFILL M3 160.0000 91,200.00 139.900 22,384.00 84 DITCH EXCAVATION M3 70.0000 3,220.00 0.000 0.00 85 EARTH RETAINING STRUCTURE, LOCATION A M2 570.0000 86,070.00 0.000 0.00 F) 86 EARTH RETAINING STRUCTURE, LOCATION B M2 690.0000 24,840.00 0.000 0.00 F) 87 EARTH RETAINING STRUCTURE, LOCATION C M2 510.0000 167,790.00 0.000 0.00 F) 88 EARTH RETAINING STRUCTURE, LOCATION D M2 508.0000 209,804.00 0.000 0.00 F) 89 IMPORTED BORROW M3 11.0000 558,800.00 42,056.240 462,618.64 90 HIGHWAY PLANTING LS 200,000.0000 200,000.00 0.000 0.00 S) 91 ROCK BLANKET (TYPE 1) M2 70.0000 1,687,000.00 0.000 0.00 S) 92 EROSION CONTROL (BLANKET) M2 9.4500 47,533.50 0.000 0.00 S) 93 FIBER (EROSION CONTROL) KG 1.0000 7,200.00 0.000 0.00 S) 94 COMPOST (EROSION CONTROL) M3 35.0000 39,550.00 0.000 0.00 S) 95 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 0.000 0.00 S) 96 PURE LIVE SEED (EROSION CONTROL) KG 50.0000 7,000.00 0.000 0.00 S) 97 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 1,360.00 0.000 0.00 S) 98 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 2,250.00 0.000 0.00 S) 99 TRANSPLANT PALM TREE EA 1,365.0000 354,900.00 157.700 215,260.50 S) 00 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.000 0.00 S) 01 IRRIGATION SYSTEM LS 300,000.0000 300,000.00 0.000 0.00 S) 02 50 MM WATER METER EA 27,500.0000 165,000.00 0.000 0.00 S) 03 250 MM CORRUGATED STEEL PIPE CONDUIT M 211.0000 73,850.00 26.400 5,570.40 S) (1.63 MM THICK) PROGRAM CAS145 PAGE 5 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 10:34 AM ESTIMATE NO. 09 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 09/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 250 MM WELDED STEEL PIPE CONDUIT M 530.0000 132,500.00 30.960 16,408.80 S) (6.35 MM THICK) 05 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 0.00 06 CLASS 2 AGGREGATE SUBBASE M3 40.0000 512,000.00 2,337.700 93,508.00 07 CLASS 2 AGGREGATE BASE M3 45.0000 1,017,000.00 945.400 42,543.00 945.400 42,543.00 08 AGGREGATE BASE (APPROACH SLAB) M3 260.0000 8,840.00 0.000 0.00 09 LEAN CONCRETE BASE M3 210.0000 1,862,700.00 1,008.270 211,736.70 10 ASPHALT CONCRETE (TYPE A) TONN 82.0000 3,148,800.00 3,176.117 260,441.59 7,898.007 647,636.57 11 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 80.0000 368,000.00 494.440 39,555.20 12 PLACE ASPHALT CONCRETE DIKE M 8.0000 34,400.00 0.000 0.00 13 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 960.00 0.000 0.00 AREA) 14 ASPHALTIC EMULSION (PAINT BINDER) TONN 900.0000 49,500.00 8.641 7,776.90 15 CONCRETE PAVEMENT M3 317.0000 5,357,300.00 2,457.600 779,059.20 16 CONCRETE PAVEMENT (RAMP TERMINI) M3 335.0000 589,600.00 0.000 0.00 17 REPLACE CONCRETE PAVEMENT M3 1,240.0000 248,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 18 SEAL PAVEMENT JOINT M 6.6000 92,400.00 2,198.000 14,506.80 19 SEAL LONGITUDINAL ISOLATION JOINT M 26.0000 243,100.00 5,407.000 140,582.00 20 GRIND EXISTING CONCRETE M2 5.2000 309,920.00 4,182.000 21,746.40 S) PAVEMENT 21 FURNISH STEEL PILING (HP 250 X 62) M 70.0000 59,500.00 837.930 58,655.10 837.930 58,655.10 22 DRIVE STEEL PILE (HP 250 X 62) EA 1,500.0000 108,000.00 66.000 99,000.00 66.000 99,000.00 S) 23 FURNISH STEEL PILING (HP 250 X 85) M 95.0000 151,240.00 0.000 0.00 24 DRIVE STEEL PILE (HP 250 X 85) EA 1,500.0000 156,000.00 0.000 0.00 S) 25 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 26 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 27 FURNISH STEEL PILING (HP 360 X 174) M 195.0000 1,332,435.00 3,858.100 752,329.50 28 DRIVE STEEL PILE (HP 360 X 174) EA 1,600.0000 843,200.00 309.000 494,400.00 S) 29 FURNISH PILING (CLASS 625) M 78.0000 597,636.00 495.340 38,636.52 1,631.340 127,244.52 (ALTERNATIVE V) 30 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 2,000.0000 1,272,000.00 69.000 138,000.00 192.000 384,000.00 S) PROGRAM CAS145 PAGE 6 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 10:34 AM ESTIMATE NO. 09 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 09/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PRESTRESSING CAST-IN-PLACE CONCRETE LS 600,000.0000 600,000.00 0.023 13,800.00 0.023 13,800.00 S) 32 TIEBACK ANCHOR EA 2,400.0000 86,400.00 0.000 0.00 S) 33 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 650.0000 1,607,450.00 128.600 83,590.00 961.600 625,040.00 F) 34 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 9,073,600.00 275.650 220,520.00 885.500 708,400.00 F) 35 STRUCTURAL CONCRETE, RETAINING WALL M3 382.0000 3,875,390.00 246.000 93,972.00 3,550.280 1,356,206.96 F) 36 STRUCTURAL CONCRETE (TIEBACK WALL) M3 1,000.0000 34,000.00 0.000 0.00 F) 37 STRUCTURAL CONCRETE, BARRIER SLAB M3 350.0000 104,300.00 0.000 0.00 F) 38 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 530,800.00 74.700 29,880.00 F) (TYPE N) 39 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 413,000.00 74.330 52,031.00 F) (TYPE R) 40 CLASS 3 CONCRETE (CHANNEL LINING) M3 750.0000 187,500.00 0.000 0.00 41 CLASS 1 CONCRETE (STRUCTURE) M3 800.0000 776,000.00 729.240 583,392.00 42 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 360,000.00 13.080 15,696.00 123.070 147,684.00 F) 43 PAVING NOTCH EXTENSION M3 2,500.0000 37,000.00 2.120 5,300.00 44 FRACTURED RIB TEXTURE M2 25.0000 110,150.00 63.000 1,575.00 2,332.000 58,300.00 F) 45 FRACTURED RIB TEXTURE M2 50.0000 261,800.00 0.000 0.00 F) (MOUNTAIN RIDGE RELIEF) 46 ARCHITECTURAL TEXTURE (FOUNTAIN) M2 100.0000 66,000.00 0.000 0.00 F) 47 DRILL AND BOND DOWEL M 75.0000 28,650.00 70.800 5,310.00 70.800 5,310.00 48 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,200.0000 83,200.00 0.000 0.00 S) GIRDER (5 M - 10 M) 49 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,900.0000 55,200.00 0.000 0.00 S) GIRDER (10 M - 15 M) 50 ERECT PRECAST PRESTRESSED CONCRETE EA 1,000.0000 24,000.00 0.000 0.00 S) GIRDER 51 CORE CONCRETE (101 MM - 150 MM) M 1,000.0000 1,200.00 0.000 0.00 S) 52 PTFE BEARING EA 2,500.0000 40,000.00 0.000 0.00 S) 53 JOINT SEAL (MR 30 MM) M 200.0000 11,200.00 0.000 0.00 S) 54 JOINT SEAL (MR 15 MM) M 180.0000 8,280.00 0.000 0.00 S) 55 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,000.0000 44,000.00 0.000 0.00 S) 56 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 3,800.0000 83,600.00 0.000 0.00 S) 57 JOINT SEAL (MR 50 MM) M 220.0000 112,420.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 10:34 AM ESTIMATE NO. 09 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 09/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 BAR REINFORCING STEEL KG 1.7000 201,830.80 97,077.200 165,031.24 SF) 59 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 3,409,690.00 47,749.000 81,173.30 281,131.000 477,922.70 SF) 60 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 1,545,029.70 22,120.000 37,604.00 338,934.000 576,187.80 SF) 61 BAR REINFORCING STEEL (TIEBACK WALL) KG 1.8000 20,052.00 0.000 0.00 SF) 62 SHOTCRETE M3 800.0000 36,800.00 0.000 0.00 SF) 63 TREAT BRIDGE DECK M2 4.5000 11,655.00 0.000 0.00 F) 64 FURNISH BRIDGE DECK TREATMENT MATERIAL L 25.0000 25,875.00 0.000 0.00 (LOW ODOR) 65 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 16.0000 96,000.00 0.000 0.00 F) WITH WALKWAY) 66 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 12,000.00 0.000 0.00 SF)WITH WALKWAY) 67 FURNISH SIGN STRUCTURE (TUBULAR) KG 9.7000 546,905.40 0.000 0.00 F) 68 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 28,191.00 0.000 0.00 SF) 69 FURNISH SIGN STRUCTURE (TRUSS) KG 9.3000 68,764.20 0.000 0.00 F) 70 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 3,697.00 0.000 0.00 SF) 71 FURNISH LAMINATED PANEL SIGN M2 170.0000 32,300.00 0.000 0.00 (25.4 MM-TYPE A) 72 FURNISH LAMINATED PANEL SIGN M2 175.0000 7,000.00 0.000 0.00 (25.4 MM-TYPE B) 73 FURNISH LAMINATED PANEL SIGN M2 180.0000 5,940.00 0.000 0.00 (63.5 MM-TYPE B) 74 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 12,600.00 0.000 0.00 (1.6 MM-UNFRAMED) 75 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 2,800.00 0.000 0.00 (1.6 MM-FRAMED) 76 1524 MM CAST-IN-DRILLED-HOLE M 2,000.0000 220,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 77 METAL (BARRIER MOUNTED SIGN) EA 2,000.0000 18,000.00 0.000 0.00 S) 78 ROADSIDE SIGN - ONE POST EA 250.0000 21,250.00 0.000 0.00 79 ROADSIDE SIGN - TWO POST EA 500.0000 10,000.00 0.000 0.00 80 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,050.00 0.000 0.00 METHOD) 81 INSTALL ROADSIDE SIGN EA 2,000.0000 6,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 82 PREPARE AND PAINT CONCRETE MEDIAN M2 9.8000 56,350.00 0.000 0.00 BARRIER 83 200 MM ALTERNATIVE PIPE CULVERT M 260.0000 21,840.00 0.000 0.00 84 300 MM ALTERNATIVE PIPE CULVERT M 257.0000 38,550.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 10:34 AM ESTIMATE NO. 09 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 09/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 450 MM ALTERNATIVE PIPE CULVERT M 294.0000 432,180.00 414.700 121,921.80 86 600 MM ALTERNATIVE PIPE CULVERT M 344.0000 419,680.00 196.840 67,712.96 894.250 307,622.00 87 450 MM REINFORCED CONCRETE PIPE M 338.0000 60,840.00 8.540 2,886.52 121.930 41,212.34 88 600 MM REINFORCED CONCRETE PIPE M 419.0000 100,560.00 31.700 13,282.30 226.750 95,008.25 89 750 MM REINFORCED CONCRETE PIPE M 620.0000 210,800.00 80.470 49,891.40 145.700 90,334.00 90 900 MM REINFORCED CONCRETE PIPE M 669.0000 321,120.00 70.710 47,304.99 91 1050 MM REINFORCED CONCRETE PIPE M 1,005.0000 371,850.00 319.090 320,685.45 92 1200 MM REINFORCED CONCRETE PIPE M 1,057.0000 190,260.00 170.480 180,197.36 93 1500 MM REINFORCED CONCRETE PIPE M 1,187.0000 652,850.00 321.240 381,311.88 94 1800 MM REINFORCED CONCRETE PIPE M 2,247.0000 10,785.60 2.400 5,392.80 95 600 MM REINFORCED CONCRETE PIPE M 419.0000 30,168.00 7.310 3,062.89 (CLASS III) 96 1050 MM REINFORCED CONCRETE PIPE M 1,015.0000 192,850.00 57.300 58,159.50 (CLASS III) 97 1800 MM REINFORCED CONCRETE PIPE M 1,755.0000 91,260.00 46.330 81,309.15 (CLASS III) 98 2400 MM REINFORCED CONCRETE PIPE M 2,300.0000 529,000.00 0.000 0.00 (CLASS III) 99 750 MM REINFORCED CONCRETE PIPE M 1,500.0000 69,000.00 0.000 0.00 (CLASS IV) 00 900 MM REINFORCED CONCRETE PIPE M 800.0000 35,200.00 53.640 42,912.00 (CLASS IV) 01 JACKED 1500 MM REINFORCED CONCRETE PIPE M 2,000.0000 300,000.00 70.710 141,420.00 143.860 287,720.00 (CLASS III) 02 JACKED 900 MM REINFORCED CONCRETE PIPE M 1,300.0000 28,600.00 17.000 22,100.00 (CLASS 3) 03 300 MM BITUMINOUS COATED CORRUGATED M 300.0000 1,080.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 04 450 MM BITUMINOUS COATED CORRUGATED M 380.0000 28,880.00 2.400 912.00 STEEL PIPE (2.77 MM THICK) 05 600 MM BITUMINOUS COATED CORRUGATED M 650.0000 1,625.00 2.500 1,625.00 STEEL PIPE (1.63 MM THICK) 06 GRATED LINE DRAIN M 318.0000 50,880.00 24.000 7,632.00 07 OVERSIDE DRAIN EA 300.0000 300.00 0.000 0.00 08 900 MM CORRUGATED STEEL PIPE RISER M 750.0000 6,000.00 4.750 3,562.50 (2.01 MM THICK) 09 450 MM ALTERNATIVE STEEL FLARED END EA 300.0000 1,500.00 0.000 0.00 SECTION 10 600 MM ALTERNATIVE STEEL FLARED END EA 400.0000 800.00 0.000 0.00 SECTION 11 900 MM PRECAST CONCRETE PIPE INLET M 850.0000 14,450.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 10:34 AM ESTIMATE NO. 09 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 09/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 900 MM PRECAST CONCRETE PIPE MANHOLE M 900.0000 35,100.00 16.250 14,625.00 13 ROCK SLOPE PROTECTION M3 95.0000 4,845.00 0.000 0.00 (BACKING NO. 2, METHOD B) 14 ROCK SLOPE PROTECTION M3 95.0000 1,140.00 0.000 0.00 (BACKING NO. 3, METHOD B) 15 SLOPE PAVING (COBBLESTONE) M3 650.0000 14,300.00 0.000 0.00 F) 16 ROCK SLOPE PROTECTION FABRIC M2 5.0000 1,400.00 0.000 0.00 17 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 630,000.00 44.660 22,330.00 334.290 167,145.00 CONSTRUCTION) 18 MINOR CONCRETE (GUTTER) M 600.0000 50,400.00 0.000 0.00 19 MISCELLANEOUS IRON AND STEEL KG 5.0000 114,635.00 1,306.000 6,530.00 SF) 20 ISOLATION CASING KG 4.0000 336,400.00 0.000 0.00 SF) 21 MISCELLANEOUS METAL (DECK DRAINS) KG 6.0000 45,330.00 0.000 0.00 SF) 22 CHAIN LINK FENCE (TYPE CL-0.9) M 36.0000 3,960.00 0.000 0.00 S) 23 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 176,400.00 1,840.500 73,620.00 S) 24 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,300.0000 19,500.00 0.000 0.00 S) 25 RESET SURVEY MONUMENTS EA 1,500.0000 48,000.00 0.000 0.00 26 DELINEATOR (CLASS 1) EA 50.0000 7,000.00 0.000 0.00 27 OBJECT MARKER EA 50.0000 100.00 0.000 0.00 28 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 130,900.00 0.000 0.00 S) 29 CHAIN LINK RAILING (TYPE 7) M 180.0000 157,140.00 0.000 0.00 SF) 30 CONCRETE BARRIER (TYPE 26 MODIFIED) M 500.0000 72,000.00 0.000 0.00 F) 31 METAL HAND RAILING (MODIFIED) M 150.0000 12,750.00 0.000 0.00 S) 32 CABLE RAILING M 50.0000 12,100.00 0.000 0.00 SF) 33 BURIED POST ANCHOR EA 900.0000 900.00 0.000 0.00 S) 34 TRANSITION RAILING (TYPE WB) EA 3,600.0000 64,800.00 0.000 0.00 S) 35 TERMINAL SECTION (THRIE BEAM BARRIER) EA 800.0000 3,200.00 0.000 0.00 S) 36 TERMINAL SYSTEM (TYPE SRT) EA 3,000.0000 78,000.00 0.000 0.00 S) 37 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 17,100.00 0.000 0.00 S) 38 END CAP (TYPE A) EA 235.0000 940.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 10:34 AM ESTIMATE NO. 09 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 09/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CRASH CUSHION (TYPE CAT) EA 7,000.0000 14,000.00 0.000 0.00 S) 40 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 2,000.00 0.000 0.00 S) 41 CONCRETE BARRIER (TYPE 60R MODIFIED) M 1,000.0000 110,000.00 63.620 63,620.00 63.620 63,620.00 42 CONCRETE BARRIER (TYPE 60) M 190.0000 258,400.00 167.000 31,730.00 1,232.300 234,137.00 43 CONCRETE BARRIER (TYPE 60A) M 200.0000 41,200.00 206.000 41,200.00 F) 44 CONCRETE BARRIER (TYPE 60C) M 244.0000 373,320.00 13.600 3,318.40 250.600 61,146.40 45 CONCRETE BARRIER (TYPE 60D) M 235.0000 131,600.00 139.000 32,665.00 139.000 32,665.00 F) 46 CONCRETE BARRIER (TYPE 732B MODIFIED) M 350.0000 19,600.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 732 MODIFIED) M 200.0000 374,800.00 0.000 0.00 F) 48 CONCRETE BARRIER (TYPE 732A MODIFIED) M 200.0000 314,200.00 0.000 0.00 F) 49 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 30,400.00 76.260 3,050.40 S) 50 THERMOPLASTIC TRAFFIC STRIPE M 0.7000 45,500.00 3,644.000 2,550.80 S) (SPRAYABLE) 51 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 5,040.00 0.000 0.00 S) 52 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 16,290.00 0.000 0.00 S) 53 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.200 20,000.00 0.300 30,000.00 S) 54 SIGNAL AND LIGHTING (LOCATION 2) LS 90,000.0000 90,000.00 0.110 9,900.00 0.570 51,300.00 S) 55 SIGNAL AND LIGHTING (LOCATION 3) LS 80,000.0000 80,000.00 0.140 11,200.00 0.196 15,680.00 S) 56 SIGNAL AND LIGHTING (LOCATION 4) LS 90,000.0000 90,000.00 0.130 11,700.00 0.130 11,700.00 S) 57 SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 0.110 8,250.00 0.270 20,250.00 S) (CITY STREET LOCATION 1) 58 SIGNAL AND LIGHTING LS 70,000.0000 70,000.00 0.120 8,400.00 0.440 30,800.00 S) (CITY STREET LOCATION 2) 59 LIGHTING (CITY STREET) LS 50,000.0000 50,000.00 0.130 6,500.00 0.330 16,500.00 S) 60 LIGHTING (STAGE CONSTRUCTION) LS 30,000.0000 30,000.00 0.000 0.00 S) 61 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 0.160 48,000.00 0.410 123,000.00 S) 62 CHANGEABLE MESSAGE SIGN SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 S) 63 SIZE 25 INNERDUCT M 2.0000 21,360.00 9,612.000 19,224.00 9,612.000 19,224.00 S) 64 53C FIBER OPTIC CONDUIT LS 60,000.0000 60,000.00 0.300 18,000.00 0.604 36,240.00 S) 65 53C COMMUNICATION CONDUIT LS 7,000.0000 7,000.00 0.500 3,500.00 0.800 5,600.00 S) PROGRAM CAS145 PAGE 11 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 10:34 AM ESTIMATE NO. 09 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 09/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 103C FIBER OPTIC CONDUIT M 70.0000 175,700.00 2,401.000 168,070.00 S) 67 TEMPORARY FIBER OPTIC SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 S) 68 ELECTRICAL SERVICE IRRIGATION LS 8,000.0000 8,000.00 0.000 0.00 S) (LOCATION 1) 69 ELECTRICAL SERVICE IRRIGATION LS 8,100.0000 8,100.00 0.000 0.00 S) (LOCATION 2) 70 ELECTRICAL SERVICE IRRIGATION LS 4,000.0000 4,000.00 0.100 400.00 S) (LOCATION 3) 71 ELECTRICAL SERVICE IRRIGATION LS 4,500.0000 4,500.00 0.000 0.00 S) (LOCATION 4) 72 ELECTRICAL SERVICE IRRIGATION LS 5,500.0000 5,500.00 0.175 962.50 S) (LOCATION 5) 73 ELECTRICAL SERVICE IRRIGATION LS 3,500.0000 3,500.00 0.000 0.00 S) (LOCATION 6) 74 RELOCATE CLOSED CIRCUIT TELEVISION LS 24,000.0000 24,000.00 0.000 0.00 S) SYSTEM (LOCATION 1) 75 RELOCATE CLOSED CIRCUIT TELEVISION LS 18,000.0000 18,000.00 0.700 12,600.00 0.700 12,600.00 S) SYSTEM (LOCATION 2) 76 RELOCATE CLOSED CIRCUIT TELEVISION LS 18,000.0000 18,000.00 0.000 0.00 S) SYSTEM (LOCATION 3) 77 MODIFY RAMP METERING SYSTEM LS 12,000.0000 12,000.00 0.150 1,800.00 S) (LOCATION 1) 78 MODIFY RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.160 4,000.00 S) (LOCATION 2) 79 RELOCATE RAMP METERING SYSTEM LS 40,000.0000 40,000.00 0.060 2,400.00 S) (LOCATION 1) 80 RELOCATE RAMP METERING SYSTEM LS 45,000.0000 45,000.00 0.050 2,250.00 S) (LOCATION 2) 81 RELOCATE RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.070 3,500.00 S) (LOCATION 3) 82 RELOCATE RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.140 7,000.00 S) (LOCATION 4) 83 MODIFY SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.500 15,000.00 0.500 15,000.00 S) (CITY LOCATION 1) 84 MODIFY SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.300 27,000.00 0.300 27,000.00 S) (CITY LOCATION 2) 85 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 120,000.0000 120,000.00 0.120 14,400.00 S) 86 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 80,000.0000 80,000.00 0.120 9,600.00 S) 87 MODIFY AND REMOVE SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 0.300 1,500.00 S) (STATE LOCATION 1) 88 REMOVE SIGNAL AND LIGHTING LS 4,000.0000 4,000.00 0.150 600.00 S) (STATE LOCATION 1) 89 REMOVE SIGNAL AND LIGHTING LS 4,000.0000 4,000.00 0.000 0.00 S) (STATE LOCATION 2) 90 FIBER OPTIC TRENCH DELINEATOR EA 185.0000 4,440.00 24.000 4,440.00 24.000 4,440.00 S) 91 12 SINGLEMODE FIBER OPTIC CABLE M 7.0000 13,160.00 1,620.000 11,340.00 1,620.000 11,340.00 S) 92 48 SINGLEMODE FIBER OPTIC CABLE M 9.0000 28,080.00 2,808.000 25,272.00 2,808.000 25,272.00 S) PROGRAM CAS145 PAGE 12 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 10:34 AM ESTIMATE NO. 09 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 09/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 60 SINGLEMODE FIBER OPTIC CABLE M 12.0000 37,440.00 0.000 0.00 S) 94 MODIFY EXISTING COMMUNICATION HUB LS 20,000.0000 20,000.00 0.000 0.00 S) ASSEMBLY 95 SPLICE VAULT LS 40,000.0000 40,000.00 0.850 34,000.00 S) 96 SYSTEM TESTING AND DOCUMENTATION LS 30,000.0000 30,000.00 0.500 15,000.00 S) 97 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 98 TEMPORARY DRAINAGE FACILITIES LS 100,000.0000 100,000.00 0.230 23,000.00 PROGRAM CAS145 PAGE 13 DATE 09/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 10:34 AM ESTIMATE NO. 09 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 09/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,773,238.34 18,921,986.91 ADJUSTMENT OF COMPENSATION 1,660.00 8,711.40 EXTRA WORK 44,804.02 288,115.57 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,819,702.36 19,218,813.88 99 MOBILIZATION LS 7999,933.0000 7,999,933.00 0.950 7,599,936.35 ORIGINAL CONTRACT AMOUNT 81,174,880.20 TOTAL WORK COMPLETED 2,819,702.36 26,818,750.23 MATERIALS ON HAND ON SITE 1,781,872.81 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 2,819,702.36 28,590,623.04 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 12/14/07 850 12/26/07 12/31/07 06/09/11 175 11 4 0 33% 29% PROGRESS IS SATISFACTORY YOGARAJAH, MANNY RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 09/25/08