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 02/26/09 EST. NO.14 TIME 01:09 PM R.E. NAME: YUEN, MICHAEL 08-4393U4 --------------------------------------------------------------------------- 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 0070 92.15 E.W. @ F.A.(+) 121508 N 999 0 0071 453.26 120908 N 999-10 0072 325.17 120808 N 999-20 0073 1,494.26 121008 N 999-30 0074 427.02 120508 N 999-40 0094 199.25 013009 N 400 0 0095 61.44 012809 N 401 0 0096 1,103.35 012809 N 402 0 0097 60.01 012509 N 403 0 0098 202.28 012709 N 404 0 0099 153.58 123108 N 405 0 0100 138.59 010509 N 406 0 0101 307.18 010509 N 407 0 0102 2,416.79 121708 N 408 0 0103 372.18 121908 N 409 0 0104 1,833.05 010709 N 410 0 0105 166.98 010709 N 411 0 0106 937.66 010509 N 412 0 0107 79.42 011009 N 413 0 0108 61.44 011109 N 414 0 0109 1,517.14 011409 N 415 0 0110 153.60 011309 N 416 0 0111 61.44 011809 N 417 0 0112 39.71 011709 N 418 0 0113 78.60 011709 N 419 0 0114 61.44 011609 N 420 0 0115 92.15 011509 N 421 0 0116 61.44 011609 N 422 0 0117 1,621.86 012109 N 423 0 0118 245.73 012009 N 424 0 0119 153.58 011909 N 425 0 0120 153.60 012309 N 426 0 0121 92.15 012209 N 427 0 0122 61.44 012509 N 428 0 0123 79.42 012409 N 429 0 0124 79.42 012409 N 430 0 0125 179.04 012609 N 431 0 0126 24,200.00 123108 N 432 0 0127 7,325.08 121008 N 450 0 0128 410.10 012609 N 451 0 0130 307.18 111808 N 001 0 0131 515.13 120108 N 455 0 0132 545.08 120808 N 456 0 0133 363.73 111708 N 457 0 0134 18,679.90 111708 N 452 0 0135 182.85 011409 N 602 0 0136 154.80 012009 N 603 0 0137 182.85 012109 N 604 0 0138 276.46 012109 N 605 0 0139 154.80 012209 N 606 0 0140 958.29 012209 N 607 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 02/26/09 EST. NO.14 TIME 01:09 PM R.E. NAME: YUEN, MICHAEL 08-4393U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0141 77.40 012309 N 608 0 0142 380.53 012309 N 609 0 0143 500.42 012609 N 610 0 0144 903.12 012709 N 611 0 0145 215.03 012809 N 612 0 0146 440.51 012809 N 613 0 0147 434.46 020209 N 614 0 0148 286.16 020409 N 615 0 0149 260.69 020609 N 616 0 0150 357.34 020709 N 617 0 0151 61.44 020309 N 618 0 0152 592.76 020909 N 619 0 0153 253.33 020909 N 620 0 0154 121.24 010609 N 621 0 0155 60.62 010709 N 622 0 0156 122.87 010909 N 623 0 0157 79.42 011009 N 624 0 0158 92.15 011209 N 625 0 0159 61.44 013009 N 626 0 0160 61.44 013109 N 627 0 0161 61.44 020109 N 628 0 0162 61.44 020309 N 629 0 0163 245.75 020309 N 630 0 0164 1,723.52 020409 N 631 0 0165 61.44 020409 N 632 0 0166 61.44 020509 N 633 0 0167 122.87 020509 N 634 0 0168 61.44 020609 N 635 0 0169 61.44 020609 N 636 0 0170 79.42 020709 N 637 0 0171 92.15 020909 N 638 0 0172 92.15 020909 N 639 0 0173 122.86 021009 N 640 0 0174 1,067.21 121808 N 642 0 0175 1,192.97 121708 N 641-10 0176 233.56 021709 N 660 0 0177 153.60 021109 N 662 0 0178 92.15 021009 N 663 0 0179 325.15 021109 N 664 0 0180 61.44 020809 N 665 0 0181 411.27 021309 N 666-10 0182 1,924.88 021009 N 667-10 0183 449.47 020609 N 669 0 0184 92.15 021309 N 671 0 0185 245.75 021209 N 672 0 0186 92.15 021009 N 673 0 0187 61.44 020109 N 674 0 0188 215.03 021709 N 676 0 0189 888.80 021709 N 677 0 0190 387.22 011509 N 678 0 0191 801.62 022009 N 685 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 02/26/09 EST. NO.14 TIME 01:09 PM R.E. NAME: YUEN, MICHAEL 08-4393U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0192 180.17 021909 N 686 0 0193 119.11 021409 N 687 0 0194 146.27 022009 N 688 0 0195 199.04 021909 N 689 0 0196 199.04 021809 N 690 0 0197 199.04 021709 N 691 0 0198 664.05 021909 N 692 0 002 0014 2,348.96 E.W. @ F.A.(+) 020209 N 679 0 004 0052 48,199.71 E.W. @ F.A.(+) 092508 N 271 0 0055 16,906.36 110508 N 273 0 0057 13,448.33 110608 N 274 0 0058 14,756.60 110608 N 274-10 0059 1,362.57 121508 N 306 0 0060 1,362.57 012009 N 364 0 0061 184.31 122908 N 366 0 0063 1,412.40 011509 N 375 0 0064 237.98 011309 N 376 0 0066 12,669.05 011309 N 391 0 0067 1,135.64 011309 N 392 0 0070 168.71 111308 N 643 0 0071 1,171.84 112408 N 644 0 0072 398.86 112608 N 645 0 0073 465.14 112508 N 646 0 0074 312.37 122908 N 647 0 0077 871.87 020509 N 668 0 0079 1,376.98 012909 N 670 0 0080 199.25 013009 N 675 0 005 0032 1,066.70 E.W. @ F.A.(+) 122208 N 661 0 014 0005 1,760.00 E.W. @ F.A.(+) 022009 N 682 0 016 0025 3,235.28 A.C. @ U.P.(+) 091508 N 329 0 0029 352.04 100808 N 333 0 0032 2,693.14 112008 N 336 0 0038 13,422.75 091608 N 452592 0039 775.50 100108 N 452594 0041 16,038.12 111908 N 452597 0042 8,749.30 120408 N 452599 0043 754.38 020309 N 600 0 0044 1,005.84 123008 N 601 0 017 0076 2,640.00 E.W. @ F.A.(+) 022009 N 680 0 0077 4,840.00 022009 N 681 0 020 0008 110.00 E.W. @ F.A.(+) 022009 N 680-10 021 0003 6,338.55 A.C. @ L.S.(+) 071608 N 648A 0 0004 7,142.85 A.C. @ U.P.(+) 071608 N 647-20 028 0001 46,058.25 E.W. @ F.A.(+) 120108 N 307 0 324,457.58 TOTAL THIS ESTIMATE 2,354,468.15 TOTAL PREVIOUS ESTIMATE 2,678,925.73 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 02/26/09 EST. NO.14 TIME 01:09 PM R.E. NAME: YUEN, MICHAEL 08-4393U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FED APREN/STATE CERT -5,000.00 04 0.00 -5,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING EEO REPORT -10,000.00 07 MISSING EEO REPORT 10,000.00 08 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 150 -392,025.37 05 OVERBID ITEM NO. 150 -196,012.69 06 OVERBID ITEM NO. 150 -156,810.15 07 OVERBID ITEM NO. 150 -39,202.54 13 0.00 -784,050.75 TOTAL DEDUCTIONS 0.00 -789,050.75 PROGRAM CAS145 PAGE 1 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:09 PM ESTIMATE NO. 14 BID OPENING 10/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 02/26/09 LOCATION RERUN PROGRESS ESTIMATE 08-SBD-15-169.8/181.9 ----------------------- LAS VEGAS PAVING CORPORATION IN SAN BERNARDINO COUNTY NEAR 4420 S DECATUR BLVD WHEATON SPRINGS FROM 2.4 KM SOUTH LAS VEGAS NV 89103 OF BAILEY ROAD OVERCROSSING TO 1.2 KM NORTH OF YATES WELL ROAD FED. AID NO. ACIM-015 -3(42)27E CONSTRUCT TRUCK DESCENDING LANE ------------------------------------------------------------------------------------------------------------------------------------ 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 6,400.0000 6,400.00 0.750 4,800.00 02 TIME-RELATED OVERHEAD LS 2500,000.0000 2,500,000.00 0.054 135,000.00 0.548 1,370,000.00 03 TEMPORARY FENCE (TYPE ESA) M 8.8000 1,936.00 496.000 4,364.80 04 TEMPORARY FENCE (TYPE DESERT TORTOISE) M 23.5000 11,280.00 1,588.160 37,321.76 05 DESERT TORTOISE MONITOR WDAY 480.0000 228,000.00 5.000 2,400.00 149.000 71,520.00 06 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.050 2,000.00 0.610 24,400.00 07 ASBESTOS HEALTH AND SAFETY PLAN LS 5,400.0000 5,400.00 1.000 5,400.00 08 PREPARE STORM WATER POLLUTION LS 3,900.0000 3,900.00 0.030 117.00 0.740 2,886.00 PREVENTION PLAN 09 TEMPORARY FIBER ROLL M 7.3000 551,880.00 13,467.800 98,314.94 10 TEMPORARY SILT FENCE M 5.9000 23,600.00 0.000 0.00 11 TEMPORARY GRAVEL BAG BERM M 1.6200 6,480.00 1,474.000 2,387.88 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 243.0000 4,860.00 8.000 1,944.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 2,650.0000 42,400.00 4.000 10,600.00 14 TEMPORARY COVER M2 3.7500 37,500.00 445.960 1,672.35 15 TEMPORARY CHECK DAM M 5.9000 4,248.00 460.000 2,714.00 812.500 4,793.75 16 TEMPORARY DRAINAGE INLET PROTECTION EA 297.0000 17,820.00 37.000 10,989.00 17 TEMPORARY HYDRAULIC MULCH M2 0.6600 264,000.00 50,251.000 33,165.66 (BONDED FIBER MATRIX) 18 STREET SWEEPING LS 207,000.0000 207,000.00 0.040 8,280.00 0.600 124,200.00 19 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,240.0000 3,240.00 1.000 3,240.00 1.000 3,240.00 20 CONSTRUCTION AREA SIGNS LS 14,000.0000 14,000.00 0.750 10,500.00 S) 21 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.045 18,000.00 0.650 260,000.00 S) 22 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3000 38,400.00 1,773.940 532.18 224,457.200 67,337.16 S) PROGRAM CAS145 PAGE 2 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:09 PM ESTIMATE NO. 14 BID OPENING 10/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 FLASHING BEACON (PORTABLE) EA 580.0000 2,320.00 6.000 3,480.00 S) 24 TEMPORARY PAVEMENT MARKER EA 1.2500 8,200.00 6,265.000 7,831.25 S) 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.050 1,000.00 0.630 12,600.00 S) 26 TEMPORARY RAILING (TYPE K) M 32.6000 1,630,000.00 3,474.500 113,268.70 46,690.030 1,522,094.98 27 TEMPORARY CRASH CUSHION EA 3,500.0000 14,000.00 8.000 28,000.00 S) 28 REMOVE METAL BEAM GUARD RAILING M 14.2000 4,118.00 283.330 4,023.29 S) 29 REMOVE FLARED END SECTION EA 500.0000 25,000.00 4.000 2,000.00 44.000 22,000.00 30 REMOVE ASPHALT CONCRETE DIKE M 7.5000 58,725.00 3,958.000 29,685.00 18,544.720 139,085.40 31 REMOVE OVERSIDE DRAIN EA 214.0000 25,680.00 16.000 3,424.00 24.000 5,136.00 32 REMOVE DRAINAGE FACILITY LS 100,000.0000 100,000.00 0.110 11,000.00 0.720 72,000.00 33 REMOVE CULVERT M 270.0000 8,640.00 31.200 8,424.00 32.200 8,694.00 34 REMOVE ASPHALT CONCRETE SURFACING M2 6.6000 15,048.00 0.000 0.00 35 SALVAGE METAL BEAM GUARD RAILING M 14.2000 26,980.00 1,261.000 17,906.20 S) 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.4300 78,975.00 38,199.390 92,824.52 S) (60 MM MAXIMUM) 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 1,145,000.00 4,183.500 20,917.50 171,881.000 859,405.00 S) (150 MM MAXIMUM) 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.4000 441,780.00 54,633.580 404,288.49 S) (225 MM MAXIMUM) 39 PREPARE CONCRETE BRIDGE DECK SURFACE M2 41.0000 117,588.00 0.000 0.00 40 BRIDGE REMOVAL (PORTION), LOCATION A LS 32,400.0000 32,400.00 0.750 24,300.00 41 BRIDGE REMOVAL (PORTION), LOCATION B LS 32,400.0000 32,400.00 0.700 22,680.00 42 BRIDGE REMOVAL (PORTION), LOCATION C LS 32,400.0000 32,400.00 0.750 24,300.00 43 BRIDGE REMOVAL (PORTION), LOCATION D LS 70,000.0000 70,000.00 1.000 70,000.00 44 SAWCUT ASPHALT CONCRETE (300 MM) M 6.8000 84,320.00 11,704.000 79,587.20 45 CLEARING AND GRUBBING LS 44,000.0000 44,000.00 0.900 39,600.00 46 DEVELOP WATER SUPPLY LS 88,000.0000 88,000.00 1.000 88,000.00 47 ROADWAY EXCAVATION M3 22.0000 3,476,000.00 16,675.120 366,852.64 128,267.980 2,821,895.56 48 LEAD COMPLIANCE PLAN LS 7,900.0000 7,900.00 1.000 7,900.00 49 ROCK EXCAVATION M3 19.4000 1,342,480.00 16,848.210 326,855.27 43,848.710 850,664.97 PROGRAM CAS145 PAGE 3 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:09 PM ESTIMATE NO. 14 BID OPENING 10/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SHOULDER BACKING M3 29.5000 734,550.00 2,958.970 87,289.62 51 STRUCTURE EXCAVATION (BRIDGE) M3 52.0000 27,560.00 530.000 27,560.00 F) 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 49.0000 33,810.00 0.000 0.00 53 STRUCTURE BACKFILL (BRIDGE) M3 77.0000 5,852.00 76.000 5,852.00 F) 54 STRUCTURE BACKFILL (RETAINING WALL) M3 56.0000 33,600.00 0.000 0.00 55 PERVIOUS BACKFILL MATERIAL (RETAINING M3 94.0000 3,384.00 0.000 0.00 F) WALL) 56 ROCK STAINING LS 65,000.0000 65,000.00 0.000 0.00 57 DUFF HA 11,500.0000 391,000.00 17.000 195,500.00 S) 58 TRANSPLANT JOSHUA TREE EA 700.0000 84,000.00 194.000 135,800.00 S) 59 FINISHING ROADWAY LS 75,000.0000 75,000.00 0.370 27,750.00 60 CLASS 2 AGGREGATE SUBBASE M3 32.4000 910,440.00 4,742.170 153,646.31 26,838.550 869,569.02 61 CLASS 2 AGGREGATE BASE M3 32.5000 1,540,500.00 7,289.430 236,906.48 36,435.360 1,184,149.20 62 AGGREGATE BASE (APPROACH SLAB) M3 224.0000 2,688.00 0.000 0.00 63 LEAN CONCRETE BASE M3 131.0000 1,203,890.00 0.000 0.00 64 ASPHALT CONCRETE (TYPE A) TONN 61.0000 355,020.00 1,310.000 79,910.00 65 ASPHALT CONCRETE (OPEN GRADED) TONN 71.0000 1,143,100.00 0.000 0.00 66 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 78.0000 310,440.00 0.000 0.00 67 ASPHALT CONCRETE (TYPE C) TONN 66.0000 15,048,000.00 143,249.810 9,454,487.46 68 PAVING ASPHALT (PAINT BINDER) TONN 970.0000 514,100.00 185.060 179,508.20 69 PAVING ASPHALT (BINDER-PAVEMENT TONN 1,300.0000 33,800.00 0.000 0.00 REINFORCING FABRIC) 70 PAVEMENT REINFORCING FABRIC M2 2.8700 64,001.00 0.000 0.00 71 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.8000 299,160.00 6,603.250 71,315.10 AREA) 72 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.1000 4,743.00 0.000 0.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.1000 489.60 0.000 0.00 74 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.1000 23,460.00 0.000 0.00 75 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.1000 39,933.00 0.000 0.00 76 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.1000 8,364.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:09 PM ESTIMATE NO. 14 BID OPENING 10/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SHOULDER RUMBLE STRIP STA 38.0000 19,760.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 78 CONCRETE PAVEMENT M3 336.0000 5,644,800.00 0.000 0.00 79 SHOULDER RUMBLE STRIP STA 324.0000 42,120.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 80 SEAL PAVEMENT JOINT M 10.6000 276,660.00 0.000 0.00 81 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 900.0000 211,500.00 160.493 144,443.70 S) PILING 82 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,700.0000 132,600.00 154.555 262,743.50 S) PILING (ROCK SOCKET) 83 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 580.0000 22,040.00 38.000 22,040.00 F) 84 STRUCTURAL CONCRETE, BRIDGE M3 1,870.0000 830,280.00 451.890 845,034.30 F) 85 STRUCTURAL CONCRETE, RETAINING WALL M3 680.0000 183,600.00 0.000 0.00 F) 86 STRUCTURAL CONCRETE, APPROACH SLAB M3 570.0000 6,840.00 0.000 0.00 F) (TYPE N) 87 STRUCTURAL CONCRETE, APPROACH SLAB M3 720.0000 81,360.00 0.000 0.00 (TYPE R) 88 CLASS 2 CONCRETE (BOX CULVERT) M3 2,600.0000 520,000.00 209.750 545,350.00 89 CLASS 2 CONCRETE (HEADWALL) M3 1,960.0000 548,800.00 1.500 2,940.00 259.030 507,698.80 90 MINOR CONCRETE (MINOR STRUCTURE) M3 4,100.0000 267,320.00 22.900 93,890.00 69.360 284,376.00 F) 91 PAVING NOTCH EXTENSION M3 2,070.0000 6,210.00 0.000 0.00 92 CONCRETE SURFACE TREATMENT M2 17.0000 4,080.00 0.000 0.00 F) (AESTHETIC WALL) 93 DRILL AND BOND DOWEL M 300.0000 75,900.00 253.000 75,900.00 94 FURNISH POLYESTER CONCRETE OVERLAY M3 2,100.0000 113,400.00 0.000 0.00 95 PLACE POLYESTER CONCRETE OVERLAY M2 27.7000 79,443.60 0.000 0.00 F) 96 BAR REINFORCING STEEL (BRIDGE) KG 2.8000 243,227.60 86,867.000 243,227.60 SF) 97 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2500 43,877.25 0.000 0.00 SF) 98 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 115,026.00 27,473.090 82,419.27 SF) 99 BAR REINFORCING STEEL (EPOXY COATED) KG 11.3000 11,017.50 975.000 11,017.50 SF)(BRIDGE) 00 FURNISH SIGN STRUCTURE (TRUSS) KG 9.6000 239,040.00 0.000 0.00 F) 01 INSTALL SIGN STRUCTURE (TRUSS) KG 1.1400 28,386.00 0.000 0.00 SF) 02 FURNISH LAMINATED PANEL SIGN M2 350.0000 14,000.00 0.000 0.00 F) (25.4 MM-TYPE A) 03 1524 MM CAST-IN-DRILLED-HOLE M 1,770.0000 37,170.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:09 PM ESTIMATE NO. 14 BID OPENING 10/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 450 MM ALTERNATIVE PIPE CULVERT M 510.0000 173,400.00 21.000 10,710.00 552.050 281,545.50 05 600 MM ALTERNATIVE PIPE CULVERT M 630.0000 144,900.00 235.590 148,421.70 06 750 MM ALTERNATIVE PIPE CULVERT M 770.0000 75,460.00 98.000 75,460.00 07 900 MM ALTERNATIVE PIPE CULVERT M 890.0000 61,410.00 16.450 14,640.50 46.150 41,073.50 08 975 MM ALTERNATIVE PIPE CULVERT M 1,780.0000 17,800.00 9.600 17,088.00 09 1050 MM ALTERNATIVE PIPE CULVERT M 1,660.0000 61,420.00 11.200 18,592.00 10 1200 MM ALTERNATIVE PIPE CULVERT M 2,170.0000 17,360.00 7.400 16,058.00 7.400 16,058.00 11 1275 MM ALTERNATIVE PIPE CULVERT M 2,300.0000 11,500.00 0.000 0.00 12 600 MM REINFORCED CONCRETE PIPE M 610.0000 860,100.00 909.200 554,612.00 13 80 MM PLASTIC PIPE (EDGE DRAIN) M 150.0000 69,000.00 0.000 0.00 14 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 296.0000 38,480.00 0.000 0.00 15 GRATED LINE DRAIN M 1,350.0000 6,750.00 0.000 0.00 16 450 MM CORRUGATED STEEL PIPE RISER M 5,500.0000 5,500.00 1.000 5,500.00 (2.01 MM THICK) 17 900 MM CORRUGATED STEEL PIPE RISER M 3,100.0000 52,700.00 1.300 4,030.00 10.530 32,643.00 (2.01 MM THICK) 18 450 MM STEEL FLARED END SECTION EA 600.0000 10,200.00 1.000 600.00 12.000 7,200.00 19 600 MM STEEL FLARED END SECTION EA 850.0000 14,450.00 16.000 13,600.00 20 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 257.0000 41,120.00 64.160 16,489.12 21 ROCK SLOPE PROTECTION M3 207.0000 9,315.00 0.000 0.00 (BACKING NO. 1, METHOD B) 22 ROCK SLOPE PROTECTION (1T, METHOD B) M3 55.0000 56,100.00 248.660 13,676.30 918.210 50,501.55 23 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 77.0000 16,940.00 204.980 15,783.46 24 SLOPE PAVING (CONCRETE) M3 2,340.0000 18,720.00 8.000 18,720.00 25 ROCK SLOPE PROTECTION FABRIC M2 5.9000 12,508.00 205.500 1,212.45 986.680 5,821.41 26 MINOR CONCRETE (MISCELLANEOUS M3 1,340.0000 2,680.00 0.000 0.00 CONSTRUCTION) 27 MINOR CONCRETE (GUTTER) M3 2,000.0000 28,000.00 0.000 0.00 28 MINOR CONCRETE (TEXTURED PAVING) M2 85.0000 209,950.00 0.000 0.00 29 MISCELLANEOUS IRON AND STEEL KG 4.7000 35,814.00 3,438.000 16,158.60 SF) 30 FENCE (TYPE BW, 5 STRAND, METAL POST) M 30.0000 8,100.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:09 PM ESTIMATE NO. 14 BID OPENING 10/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 METAL BEAM GUARD RAILING (STEEL POST) M 66.0000 396,660.00 3,335.700 220,156.20 S) 32 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 113.0000 181,930.00 1,608.164 181,722.53 S) 33 CABLE RAILING M 86.0000 36,980.00 0.000 0.00 S) 34 TRANSITION RAILING (TYPE WB) EA 2,380.0000 69,020.00 3.000 7,140.00 S) 35 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,080.0000 23,760.00 4.000 4,320.00 S) 36 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,130.0000 37,560.00 0.000 0.00 S) 37 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 110,200.00 8.000 23,200.00 S) 38 CRASH CUSHION (TYPE CAT) EA 5,400.0000 16,200.00 1.000 5,400.00 S) 39 CONCRETE BARRIER (TYPE 60C) M 680.0000 530,400.00 780.000 530,400.00 40 CONCRETE BARRIER (TYPE 60D) M 330.0000 39,600.00 0.000 0.00 41 CONCRETE BARRIER (TYPE 60E) M 1,260.0000 94,500.00 75.000 94,500.00 42 CONCRETE BARRIER (TYPE 60 MODIFIED) M 800.0000 54,400.00 13.110 10,488.00 13.110 10,488.00 43 CONCRETE BARRIER (TYPE 736) M 490.0000 129,850.00 236.860 116,061.40 F) 44 CONCRETE BARRIER (TYPE 736R) M 1,140.0000 127,680.00 0.000 0.00 F) 45 CONCRETE BARRIER (TYPE 736AR) MODIFIED M 1,670.0000 30,060.00 0.000 0.00 F) 46 THERMOPLASTIC PAVEMENT MARKING M2 54.0000 648.00 0.000 0.00 S) 47 THERMOPLASTIC TRAFFIC STRIPE M 0.4900 62,720.00 0.000 0.00 S) (SPRAYABLE) 48 PAVEMENT MARKER EA 8.9000 59,007.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 49 LIGHTING AND SIGN ILLUMINATION LS 1400,000.0000 1,400,000.00 0.077 107,800.00 0.489 684,600.00 S) PROGRAM CAS145 PAGE 7 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:09 PM ESTIMATE NO. 14 BID OPENING 10/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,722,308.33 27,934,331.40 ADJUSTMENT OF COMPENSATION 60,507.75 1,885,039.42 EXTRA WORK 263,949.83 793,886.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,046,765.91 30,613,257.13 50 MOBILIZATION LS 6600,000.0000 6,600,000.00 1.000 6,600,000.00 ORIGINAL CONTRACT AMOUNT 58,159,492.55 TOTAL WORK COMPLETED 2,046,765.91 37,213,257.13 MATERIALS ON HAND ON SITE 91,749.14 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -789,050.75 TOTAL 2,046,765.91 36,515,955.52 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 150 MOBILIZATION 5,815,949.25 6,600,000.00 784,050.75 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 11/15/07 350 11/30/07 11/30/07 12/15/11 138 202 3 0 59% 39% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/01/08. YUEN, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 DATE 02/26/09