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 06/19/08 EST. NO.06 TIME 03:53 PM 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 0039 216.44 E.W. @ F.A.(+) 032708 Y 0076.1 0042 225.90 022908 Y 0117.0 0047 310.86 031808 Y 0122.0 0049 275.12 040908 Y 0124.0 0050 220.84 041408 Y 0125.0 0051 243.35 041608 Y 0126.0 0052 220.84 041808 Y 0127.0 0053 441.68 042108 Y 0128.0 0054 220.84 042208 Y 0129.0 0055 220.84 042308 Y 0130.0 0056 220.84 042508 Y 0131.0 0057 441.68 042808 Y 0132.0 0058 220.84 042908 Y 0133.0 0059 220.84 043008 Y 0134.0 0061 220.84 050908 Y 0136.0 0062 165.63 051308 Y 0137.0 0065 1,277.43 052708 Y 0148.0 0066 386.47 052808 Y 0149.0 0067 138.02 051908 Y 0150.0 0068 220.84 052208 Y 0151.0 0069 220.84 052108 Y 0152.0 0070 220.84 052708 Y 0153.0 0071 6,847.21 031908 Y 375621 007 0024 333.60 E.W. @ F.A.(+) 021108 N 0023.1 0034 2,081.22 031108 N 0033.0 0054 4,262.06 042408 N 0053.0 0057 185.31 022108 Y 0105.0 0058 42.58 022108 N 0105.1 0059 185.31 022208 N 0106.0 0060 237.53 022308 N 0107.0 0061 289.75 022408 N 0108.0 0062 82.41 022408 N 0108.1 0063 2,527.34 022508 N 0109.0 0064 3,721.83 022708 N 0110.0 0065 1,322.21 022708 N 0110.1 0066 3,278.44 022808 N 0111.0 0067 88.28 022808 N 0111.1 0068 2,766.00 022908 N 0112.0 0069 242.83 022908 N 0112.1 0070 1,242.51 022608 N 0113.0 0071 987.59 022608 N 0113.1 0072 1,478.31 022508 N 0114.0 0073 3,067.96 050908 Y 0154.0 0074 2,636.62 051608 Y 0155.0 0075 2,321.92 051508 Y 0156.0 0076 3,920.63 051308 Y 0157.0 0077 3,920.63 051208 Y 0158.0 0078 2,939.88 052208 Y 0159.0 0079 2,931.12 052008 Y 0160.0 0080 4,166.88 051908 Y 0161.0 0082 190.67 021108 N 378727 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 06/19/08 EST. NO.06 TIME 03:53 PM 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 --------------------------------------------------------------------------- 0083 2,023.11 030508 N 378730 0084 251.94 042408 N 378732 013 0007 110.41 E.W. @ F.A.(+) 031708 Y 0138.0 0008 865.82 031808 Y 0139.0 0009 1,019.21 032008 Y 0140.0 0010 356.38 032108 Y 0141.0 69,477.32 TOTAL THIS ESTIMATE 71,527.09 TOTAL PREVIOUS ESTIMATE 141,004.41 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 06/19/08 EST. NO.06 TIME 03:53 PM 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 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 03:53 PM ESTIMATE NO. 06 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 06/12/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 06/19/08 LOCATION RERUN 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 16.000 120,000.00 107.000 802,500.00 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 0.180 18,000.00 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 3.000 3,000.00 12.000 12,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 58,500.00 7.000 31,500.00 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 0.150 22,500.00 17 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 0.015 1,200.00 0.475 38,000.00 S) 18 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.024 4,800.00 0.200 40,000.00 S) 19 TYPE III BARRICADE EA 80.0000 10,400.00 6.000 480.00 6.000 480.00 S) 20 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 10,800.00 60.450 2,418.00 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.2500 82,875.00 21,158.650 26,448.31 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 51,600.00 6.000 240.00 69.000 2,760.00 S) PROGRAM CAS145 PAGE 2 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 03:53 PM ESTIMATE NO. 06 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 06/12/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,523.000 26,092.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 120,000.00 0.500 5,000.00 2.000 20,000.00 S) 25 TEMPORARY RAILING (TYPE K) M 40.0000 864,000.00 390.140 15,605.60 6,169.136 246,765.44 26 TEMPORARY CRASH CUSHION MODULE EA 300.0000 114,000.00 33.000 9,900.00 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 3.000 210.00 3.000 210.00 29 OBLITERATE SURFACING M2 5.0000 23,900.00 0.000 0.00 30 REMOVE CHAIN LINK FENCE M 5.0000 29,850.00 5,293.000 26,465.00 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 7.000 35,000.00 37 REMOVE CULVERT M 80.0000 134,400.00 512.330 40,986.40 38 REMOVE INLET EA 750.0000 51,000.00 3.000 2,250.00 13.000 9,750.00 39 REMOVE MANHOLE EA 1,600.0000 3,200.00 0.000 0.00 40 REMOVE CRIB WALL M 55.0000 6,600.00 80.000 4,400.00 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 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 03:53 PM ESTIMATE NO. 06 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 06/12/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 55,680.00 436.000 5,232.00 1,229.000 14,748.00 52 REMOVE CONCRETE (HEADWALL, WINGWALL AND M3 90.0000 23,400.00 0.900 81.00 145.730 13,115.70 REINFORCED CONCRETE BOX) 53 REMOVE CONCRETE (CHANNEL) M3 200.0000 66,000.00 133.170 26,634.00 54 CLEAN BRIDGE DECK M2 4.5000 11,655.00 0.000 0.00 55 REMOVE CONCRETE (MISCELLANEOUS) M2 12.0000 81,000.00 1,842.360 22,108.32 1,848.000 22,176.00 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 0.000 0.00 59 BRIDGE REMOVAL, LOCATION G LS 130,000.0000 130,000.00 0.000 0.00 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 0.000 0.00 62 BRIDGE REMOVAL (PORTION), LOCATION C LS 70,000.0000 70,000.00 0.000 0.00 63 BRIDGE REMOVAL (PORTION), LOCATION D LS 15,000.0000 15,000.00 0.000 0.00 64 BRIDGE REMOVAL (PORTION), LOCATION H LS 100,000.0000 100,000.00 0.000 0.00 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 32,075.000 384,900.00 63,329.330 759,951.96 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 0.000 0.00 74 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 606,500.00 0.000 0.00 F) 75 STRUCTURE EXCAVATION (TYPE D) M3 100.0000 677,800.00 1,448.000 144,800.00 1,882.000 188,200.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 1,038,750.00 410.000 20,500.00 14,258.300 712,915.00 F) PROGRAM CAS145 PAGE 4 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 03:53 PM ESTIMATE NO. 06 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 06/12/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 98.000 3,430.00 98.000 3,430.00 F) 79 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 705,560.00 1,474.000 29,480.00 7,395.000 147,900.00 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 43,450.00 101.000 2,525.00 263.000 6,575.00 F) WALL) 83 SAND BACKFILL M3 160.0000 91,200.00 0.000 0.00 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 29,568.860 325,257.46 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 03:53 PM ESTIMATE NO. 06 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 06/12/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,200.000 128,000.00 3,200.000 128,000.00 07 CLASS 2 AGGREGATE BASE M3 45.0000 1,017,000.00 0.000 0.00 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 1,100.000 231,000.00 1,100.000 231,000.00 10 ASPHALT CONCRETE (TYPE A) TONN 82.0000 3,148,800.00 3,743.890 306,998.98 11 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 80.0000 368,000.00 0.000 0.00 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 6.700 6,030.00 15 CONCRETE PAVEMENT M3 317.0000 5,357,300.00 0.000 0.00 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 0.000 0.00 19 SEAL LONGITUDINAL ISOLATION JOINT M 26.0000 243,100.00 3,737.000 97,162.00 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 0.000 0.00 22 DRIVE STEEL PILE (HP 250 X 62) EA 1,500.0000 108,000.00 0.000 0.00 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 1,234.800 240,786.00 1,950.000 380,250.00 28 DRIVE STEEL PILE (HP 360 X 174) EA 1,600.0000 843,200.00 98.000 156,800.00 162.000 259,200.00 S) 29 FURNISH PILING (CLASS 625) M 78.0000 597,636.00 77.100 6,013.80 (ALTERNATIVE V) 30 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 2,000.0000 1,272,000.00 7.000 14,000.00 S) PROGRAM CAS145 PAGE 6 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 03:53 PM ESTIMATE NO. 06 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 06/12/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 84.000 54,600.00 211.000 137,150.00 F) 34 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 9,073,600.00 121.000 96,800.00 F) 35 STRUCTURAL CONCRETE, RETAINING WALL M3 382.0000 3,875,390.00 284.000 108,488.00 2,965.000 1,132,630.00 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 0.000 0.00 F) (TYPE N) 39 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 413,000.00 0.000 0.00 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 8.520 6,816.00 729.240 583,392.00 42 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 360,000.00 3.600 4,320.00 89.220 107,064.00 F) 43 PAVING NOTCH EXTENSION M3 2,500.0000 37,000.00 0.000 0.00 44 FRACTURED RIB TEXTURE M2 25.0000 110,150.00 145.000 3,625.00 2,031.000 50,775.00 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 0.000 0.00 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 03:53 PM ESTIMATE NO. 06 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 06/12/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 14,915.000 25,355.50 59,662.000 101,425.40 SF) 60 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 1,545,029.70 18,881.000 32,097.70 294,993.000 501,488.10 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 03:53 PM ESTIMATE NO. 06 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 06/12/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 432,180.00 124.000 36,456.00 301.920 88,764.48 86 600 MM ALTERNATIVE PIPE CULVERT M 344.0000 419,680.00 82.150 28,259.60 454.180 156,237.92 87 450 MM REINFORCED CONCRETE PIPE M 338.0000 60,840.00 56.090 18,958.42 88 600 MM REINFORCED CONCRETE PIPE M 419.0000 100,560.00 24.380 10,215.22 89 750 MM REINFORCED CONCRETE PIPE M 620.0000 210,800.00 20.720 12,846.40 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 371,850.00 294.730 296,203.65 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 0.000 0.00 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 0.000 0.00 (CLASS III) 02 JACKED 900 MM REINFORCED CONCRETE PIPE M 1,300.0000 28,600.00 17.000 22,100.00 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 0.000 0.00 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 03:53 PM ESTIMATE NO. 06 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 06/12/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.600 2,340.00 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 1.660 830.00 CONSTRUCTION) 18 MINOR CONCRETE (GUTTER) M 600.0000 50,400.00 0.000 0.00 19 MISCELLANEOUS IRON AND STEEL KG 5.0000 114,635.00 107.000 535.00 481.000 2,405.00 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 03:53 PM ESTIMATE NO. 06 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 06/12/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 42 CONCRETE BARRIER (TYPE 60) M 190.0000 258,400.00 0.000 0.00 43 CONCRETE BARRIER (TYPE 60A) M 200.0000 41,200.00 0.000 0.00 F) 44 CONCRETE BARRIER (TYPE 60C) M 244.0000 373,320.00 0.000 0.00 45 CONCRETE BARRIER (TYPE 60D) M 235.0000 131,600.00 0.000 0.00 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 0.000 0.00 S) 54 SIGNAL AND LIGHTING (LOCATION 2) LS 90,000.0000 90,000.00 0.460 41,400.00 S) 55 SIGNAL AND LIGHTING (LOCATION 3) LS 80,000.0000 80,000.00 0.000 0.00 S) 56 SIGNAL AND LIGHTING (LOCATION 4) LS 90,000.0000 90,000.00 0.000 0.00 S) 57 SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 0.160 12,000.00 S) (CITY STREET LOCATION 1) 58 SIGNAL AND LIGHTING LS 70,000.0000 70,000.00 0.320 22,400.00 S) (CITY STREET LOCATION 2) 59 LIGHTING (CITY STREET) LS 50,000.0000 50,000.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 S) 64 53C FIBER OPTIC CONDUIT LS 60,000.0000 60,000.00 0.180 10,800.00 S) 65 53C COMMUNICATION CONDUIT LS 7,000.0000 7,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 03:53 PM ESTIMATE NO. 06 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 06/12/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 S) (LOCATION 1) 78 MODIFY RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.090 2,250.00 0.110 2,750.00 S) (LOCATION 2) 79 RELOCATE RAMP METERING SYSTEM LS 40,000.0000 40,000.00 0.060 2,400.00 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 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 0.070 3,500.00 S) (LOCATION 3) 82 RELOCATE RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.110 5,500.00 0.110 5,500.00 S) (LOCATION 4) 83 MODIFY SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.000 0.00 S) (CITY LOCATION 1) 84 MODIFY SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.000 0.00 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 0.060 4,800.00 0.120 9,600.00 S) 87 MODIFY AND REMOVE SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 0.000 0.00 S) (STATE LOCATION 1) 88 REMOVE SIGNAL AND LIGHTING LS 4,000.0000 4,000.00 0.000 0.00 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 0.000 0.00 S) 91 12 SINGLEMODE FIBER OPTIC CABLE M 7.0000 13,160.00 0.000 0.00 S) 92 48 SINGLEMODE FIBER OPTIC CABLE M 9.0000 28,080.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 03:53 PM ESTIMATE NO. 06 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 06/12/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.010 1,000.00 0.230 23,000.00 PROGRAM CAS145 PAGE 13 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 03:53 PM ESTIMATE NO. 06 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 06/12/08 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,874,280.72 10,539,370.30 ADJUSTMENT OF COMPENSATION 0.00 1,457.60 EXTRA WORK 69,477.32 139,546.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,943,758.04 10,680,374.71 99 MOBILIZATION LS 7999,933.0000 7,999,933.00 0.750 5,999,949.75 ORIGINAL CONTRACT AMOUNT 81,174,880.20 TOTAL WORK COMPLETED 1,943,758.04 16,680,324.46 MATERIALS ON HAND ON SITE 1,796,918.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -10,000.00 TOTAL 1,953,758.04 18,467,242.46 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 06/09/11 106 11 4 0 20% 18% PROGRESS IS SATISFACTORY YOGARAJAH, MANNY RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 06/19/08