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 02/21/08 EST. NO.37 TIME 02:19 PM R.E. NAME: YOUNG, FRED 07-122004 --------------------------------------------------------------------------- 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 0086 55.52 E.W. @ F.A.(+) 050907 N 414 0 0087 28.84 051407 N 415 0 0111 660.99 112607 N 489 0 0114 867.76 080307 N 519 0 0116 458.77 110707 N 521 0 0117 144.69 111307 N 522 0 0118 56.79 111407 N 523 0 0119 88.73 111907 N 524 0 0120 30.40 112607 N 525 0 0121 343.42 112707 N 526 0 0122 318.43 112807 N 527 0 0123 284.73 112907 N 528 0 0124 342.91 120307 N 529 0 0125 342.91 120407 N 530 0 0126 319.43 120507 N 531 0 0127 319.43 120607 N 532 0 0128 389.16 122607 N 562 0 0130 696.78 010908 N 574 0 0131 696.78 011008 N 575 0 0132 192.97 011808 N 577 0 0133 745.80 103007 N 578 0 0134 229.39 121007 N 588 0 0135 135.82 122007 N 589 0 0136 41.96 010208 N 590 0 006 0026 2,965.28 E.W. @ F.A.(+) 112907 N 516 0 0027 2,970.93 120307 N 579 0 0028 1,838.30 120507 N 580 0 0029 3,084.07 120607 N 581 0 0030 2,926.39 121007 N 582 0 0031 1,187.90 121107 N 583 0 009 0042 1,053.20 E.W. @ F.A.(+) 122807 N 585 0 0043 816.78 123107 N 586 0 0044 329.19 010208 N 587 0 029 0052 375.41 E.W. @ F.A.(+) 071907 N 454A 0 0053 375.41 072007 N 455A 0 0054 281.56 072307 N 457A 0 0055 437.98 071807 N 453A 0 040 0047 610.66 E.W. @ F.A.(+) 011107 N 336.10 0056 641.72 042407 N 533 0 0057 184.95 091107 N 534 0 0058 214.49 092007 N 535 0 0059 285.97 092107 N 536 0 0060 752.48 092707 N 537 0 0061 571.97 092807 N 538 0 0062 285.97 100207 N 539 0 0063 399.30 112107 N 540 0 0064 719.30 112607 N 541 0 0065 129.03 112707 N 542 0 0066 289.38 113007 N 543 0 0067 497.18 120607 N 544 0 0068 526.99 120707 N 545 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 02/21/08 EST. NO.37 TIME 02:19 PM R.E. NAME: YOUNG, FRED 07-122004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0069 148.29 121707 N 591 0 0070 151.61 121807 N 592 0 0071 157.91 010308 N 593 0 052 0003 1,110.34 E.W. @ F.A.(+) 011608 N 576 0 055 0013 1,068.98 E.W. @ F.A.(+) 090407 N 546 0 0014 281.87 091107 N 547 0 0015 648.61 091107 N 548 0 0016 304.98 091107 N 549 0 0017 306.83 091207 N 550 0 0018 443.54 091207 N 551 0 0019 647.91 100307 N 552 0 0020 173.28 100407 N 553 0 0021 483.52 100507 N 554 0 0022 167.83 111407 N 555 0 0023 209.78 111607 N 556 0 0024 101.53 112007 N 557 0 058 0001 2,856.88 E.W. @ F.A.(+) 120307 N 494A 0 0002 544.36 120607 N 495A 0 059 0001 3,783.16 E.W. @ F.A.(+) 112807 N 490 0 0002 270.05 112807 N 491 0 0003 2,558.33 121107 N 500 0 0004 369.59 121407 N 515 0 0006 2,926.11 122607 N 518 0 0007 1,069.50 010208 N 560 0 0008 4,524.86 010208 N 563 0 0009 369.47 121407 N 515A 0 0010 385.95 122607 N 571 0 0011 2,711.03 122707 N 572 0 060 0001 1,540.09 E.W. @ F.A.(+) 111907 N 480 0 0002 1,844.64 112007 N 481 0 0003 739.68 111607 N 482 0 0004 809.71 112607 N 486 0 0005 1,053.82 112707 N 487 0 0006 1,021.51 113007 N 488 0 0007 444.31 112807 N 492 0 0009 5,041.16 120607 N 496 0 0010 1,894.48 120407 N 497 0 0011 3,225.38 121107 N 498 0 0013 5,524.94 120407 N 507 0 0014 4,787.76 120507 N 508 0 0015 1,342.77 120607 N 509 0 0016 572.91 120707 N 510 0 0017 2,879.73 121207 N 499 0 0019 2,666.18 121007 N 511 0 0021 9,540.10 121207 N 513 0 0022 369.59 121307 N 514 0 061 0001 20,694.87 E.W. @ L.S.(+) 013008 N 01 0 127,313.93 TOTAL THIS ESTIMATE 2,568,185.56 TOTAL PREVIOUS ESTIMATE 2,695,499.49 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 02/21/08 EST. NO.37 TIME 02:19 PM R.E. NAME: YOUNG, FRED 07-122004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC GRADING OUT OF CC -585.00 08 RESTAKING -680.00 13 0.00 -1,265.00 LABOR COMPLIANCE VIOLATION OCT 05 -10,000.00 07 OCT 05 10,000.00 09 DYNAELECTRIC 1/06 -10,000.00 13 DYNA 1/05 10,000.00 14 AUGUST 06 -10,000.00 21 AUGUST 06 10,000.00 22 0.00 0.00 TOTAL DEDUCTIONS 0.00 -1,265.00 PROGRAM CAS145 PAGE 1 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 02:19 PM ESTIMATE NO. 37 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 02/21/08 LOCATION PROGRESS ESTIMATE 07-LA-5-39.4/45.6 ----------------- CHUMO CONSTRUCTION, INC. IN LOS ANGELES COUNTY IN 14425 JOANBRIDGE STREET LOS ANGELES FROM ROUTE 118 AND 5 BALDWIN PARK, CA 92334 SEPARATION TO 0.7 KM SOUTH OF ROUTE 14 AND 5 CONNECTOR OVERHEAD FED. AID NO. ACNH-005 -3(51)N ,I-005 -3(51)N WIDEN FREEWAY AND STRUCTURES ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250.00 1.000 5,000.00 02 TIME-RELATED OVERHEAD WDAY 4,000.0000 2,600,000.00 650.000 2,600,000.00 03 TEMPORARY ROADSIDE SIGN EA 500.0000 1,000.00 2.000 1,000.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 8,000.00 200.000 4,000.00 05 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 145,000.0000 145,000.00 0.044 6,380.00 0.967 140,215.00 07 TEMPORARY CORRUGATED STEEL PIPE M 1,500.0000 78,000.00 52.000 78,000.00 (2-1200 MM) 08 CONSTRUCTION AREA SIGNS LS 14,000.0000 14,000.00 0.400 5,600.00 0.951 13,314.00 S) 09 TRAFFIC CONTROL SYSTEM LS 2000,000.0000 2,000,000.00 0.041 82,000.00 1.000 2,000,000.00 S) 10 TYPE III BARRICADE EA 60.0000 960.00 5.000 300.00 16.000 960.00 S) 11 TYPE 1 BARRICADE EA 20.0000 240.00 12.000 240.00 12.000 240.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 13,200.00 16.000 480.00 335.000 10,050.00 S) 13 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 6,000.00 1.000 1,000.00 6.000 6,000.00 S) 14 TEMPORARY RAILING (TYPE K) M 40.0000 980,000.00 97.540 3,901.60 24,352.630 974,105.20 S) 15 TEMPORARY CRASH CUSHION MODULE EA 300.0000 96,000.00 250.000 75,000.00 S) 16 REMOVE THERMOPLASTIC YELLOW TRAFFIC M 2.4500 15,435.00 8,981.000 22,003.45 STRIPE 17 REMOVE CHAIN LINK FENCE M 20.0000 300.00 15.000 300.00 15.000 300.00 18 REMOVE METAL BEAM GUARD RAILING M 32.0000 34,240.00 944.500 30,224.00 19 REMOVE PAINTED TRAFFIC STRIPE M 1.2500 77,000.00 16,228.000 20,285.00 39,826.330 49,782.91 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2500 31,750.00 1,004.000 1,255.00 31,578.760 39,473.45 21 REMOVE PAVEMENT MARKER EA 0.6800 35,428.00 7,587.000 5,159.16 47,225.000 32,113.00 22 REMOVE ROADSIDE SIGN (WOOD POST) EA 250.0000 5,000.00 6.000 1,500.00 PROGRAM CAS145 PAGE 2 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 02:19 PM ESTIMATE NO. 37 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 02/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE SIGN STRUCTURE EA 4,000.0000 24,000.00 6.000 24,000.00 24 REMOVE ASPHALT CONCRETE DIKE M 4.0000 5,080.00 1,220.000 4,880.00 25 REMOVE PIPE M 70.0000 9,800.00 112.700 7,889.00 26 REMOVE SLOTTED CORRUGATED STEEL PIPE M 25.0000 13,750.00 545.300 13,632.50 27 REMOVE INLET EA 600.0000 4,200.00 11.000 6,600.00 28 RECONSTRUCT METAL BEAM GUARD RAILING M 150.0000 3,450.00 0.000 0.00 (WOOD POST) 29 RELOCATE CONCRETE BARRIER (TYPE K) M 22.0000 2,860.00 104.000 2,288.00 30 REMOVE CONCRETE (CURB AND GUTTER) M3 120.0000 20,400.00 145.450 17,454.00 31 REMOVE CONCRETE SIDEWALK M2 14.5000 2,610.00 0.000 0.00 32 REMOVE CONCRETE (CHANNEL) M3 67.0000 31,758.00 517.320 34,660.44 33 REMOVE CONCRETE BARRIER M 21.0000 178,920.00 8,821.960 185,261.16 34 REMOVE CRASH CUSHION (SAND FILLED) EA 1,500.0000 1,500.00 1.000 1,500.00 35 BRIDGE REMOVAL (PORTION), LOCATION A LS 100,000.0000 100,000.00 1.000 100,000.00 36 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 1.000 50,000.00 37 BRIDGE REMOVAL (PORTION), LOCATION C LS 50,000.0000 50,000.00 1.000 50,000.00 38 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000.00 39 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 1.000 150,000.00 40 ROADWAY EXCAVATION M3 12.0000 696,000.00 0.000 0.00 41 ROADWAY EXCAVATION (TYPE Z-2) M3 125.0000 96,250.00 508.000 63,500.00 (AERIALLY DEPOSITED LEAD) 42 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 43 STRUCTURE EXCAVATION (BRIDGE) M3 120.0000 70,440.00 -15.010 -1,801.20 571.990 68,638.80 F) 44 STRUCTURE EXCAVATION (RETAINING WALL) M3 56.0000 141,792.00 -852.540 -47,742.24 1,679.960 94,077.76 F) 45 STRUCTURE EXCAVATION, RETAINING WALL M3 65.0000 47,060.00 724.000 47,060.00 F) (SOUND WALL ) 46 STRUCTURE EXCAVATION (TYPE Y) M3 200.0000 22,000.00 110.000 22,000.00 F) (AERIALLY DEPOSITED LEAD) 47 STRUCTURE EXCAVATION (TYPE Y) M3 39.0000 73,788.00 -509.890 -19,885.71 1,382.110 53,902.29 F) (AERIALLY DEPOSITED LEAD) (RETAINING WALL) 48 STRUCTURE EXCAVATION (TYPE Z-2) M3 122.0000 16,470.00 135.000 16,470.00 F) (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 3 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 02:19 PM ESTIMATE NO. 37 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 02/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 49 STRUCTURE BACKFILL M3 89.0000 15,664.00 0.300 26.70 176.000 15,664.00 F) 50 STRUCTURE BACKFILL (BRIDGE) M3 180.0000 79,200.00 3.100 558.00 443.100 79,758.00 F) 51 STRUCTURE BACKFILL (RETAINING WALL) M3 74.0000 105,746.00 -447.830 -33,139.42 981.170 72,606.58 F) 52 STRUCTURE BACKFILL (TYPE Y) M3 59.0000 119,711.00 -537.370 -31,704.83 1,491.930 88,023.87 F) RETAINING WALL 53 STRUCTURE BACKFILL, RETAINING WALL M3 60.0000 24,300.00 0.900 54.00 405.000 24,300.00 F) (SOUND WALL ) 54 PERVIOUS BACKFILL MATERIAL (RETAINING M3 110.0000 74,470.00 -110.380 -12,141.80 566.620 62,328.20 F) WALL) 55 SOIL ANCHOR EA 2,000.0000 100,000.00 50.000 100,000.00 S) 56 IMPORTED BORROW M3 25.0000 53,000.00 2,114.500 52,862.50 57 HIGHWAY PLANTING LS 63,350.0000 63,350.00 0.100 6,335.00 1.000 63,350.00 S) 58 STRAW (EROSION CONTROL) TONN 1,000.0000 4,000.00 3.600 3,600.00 S) 59 FIBER (EROSION CONTROL) KG 4.0000 4,300.00 967.500 3,870.00 S) 60 COMPOST (EROSION CONTROL) M3 401.0000 2,005.00 5.000 2,005.00 S) 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 500.00 2.000 1,000.00 S) 62 PURE LIVE SEED (EROSION CONTROL) KG 190.0000 8,170.00 38.700 7,353.00 S) 63 STABILIZING EMULSION (EROSION CONTROL) KG 1.5000 352.50 211.500 317.25 S) 64 MAINTAIN EXISTING PLANTS LS 12,500.0000 12,500.00 0.044 550.00 0.831 10,387.50 S) 65 PLANT ESTABLISHMENT WORK LS 46,875.0000 46,875.00 0.028 1,312.50 1.000 46,875.00 S) 66 MAINTAIN EXISTING IRRIGATION FACILITIES LS 6,800.0000 6,800.00 1.000 6,800.00 S) 67 IRRIGATION SYSTEM LS 120,000.0000 120,000.00 1.000 120,000.00 68 200 MM WELDED STEEL PIPE CONDUIT M 600.0000 22,200.00 28.000 16,800.00 (6.35 MM THICK) 69 EXTEND 100 MM CONDUIT M 410.0000 4,305.00 9.500 3,895.00 70 EXTEND 250 MM CONDUIT M 460.0000 1,610.00 9.500 4,370.00 71 CLASS 4 AGGREGATE SUBBASE M3 8.0000 24,080.00 3,010.000 24,080.00 72 CLASS 2 AGGREGATE BASE M3 31.0000 70,060.00 2,260.000 70,060.00 73 AGGREGATE BASE (APPROACH SLAB) M3 500.0000 11,000.00 -6.000 -3,000.00 60.480 30,240.00 74 CLASS 3 AGGREGATE BASE M3 12.0000 182,400.00 0.000 0.00 75 LEAN CONCRETE BASE M3 145.0000 1,522,500.00 84.600 12,267.00 10,303.360 1,493,987.20 PROGRAM CAS145 PAGE 4 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 02:19 PM ESTIMATE NO. 37 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 02/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 ASPHALT CONCRETE TYPE B M2 106.0000 201,400.00 1,668.080 176,816.48 (TEXTURE PAVING) 77 ASPHALT CONCRETE (TYPE B) TONN 60.0000 220,200.00 61.310 3,678.60 4,548.540 272,912.40 78 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 27.0000 32,130.00 754.280 20,365.56 AREA) 79 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 9.4000 1,222.00 0.000 0.00 80 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 9.4000 5,358.00 0.000 0.00 81 CONCRETE PAVEMENT M3 208.0000 3,723,200.00 61.340 12,758.72 17,960.100 3,735,700.80 82 SEAL PAVEMENT JOINT M 15.5000 251,100.00 3,538.000 54,839.00 16,400.100 254,201.55 S) 83 SEAL LONGITUDINAL ISOLATION JOINT M 14.7000 388,080.00 0.000 0.00 S) 84 2.4 M PERMANENT STEEL CASING M 3,780.0000 192,780.00 51.000 192,780.00 S) 85 FURNISH STEEL PILING (HP 250 X 62) M 50.0000 3,000.00 60.000 3,000.00 86 DRIVE STEEL PILE (HP 250 X 62) EA 8,000.0000 48,000.00 6.000 48,000.00 S) 87 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 155.0000 275,900.00 1,937.000 300,235.00 S) PILING 88 350 MM CAST-IN-DRILLED-HOLE M 155.0000 32,550.00 232.000 35,960.00 S) CONCRETE PILING 89 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 5,080.0000 756,920.00 130.000 660,400.00 S) PILING (ROCK SOCKET) 90 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 7,495.0000 382,245.00 51.000 382,245.00 S) PILING 91 PRESTRESSING CAST-IN-PLACE CONCRETE LS 20,000.0000 20,000.00 1.000 20,000.00 SF) 92 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 32,550.00 11.700 4,095.00 104.700 36,645.00 F) 93 STRUCTURAL CONCRETE, BRIDGE M3 1,650.0000 2,291,850.00 84.000 138,600.00 1,389.000 2,291,850.00 F) 94 STRUCTURE CONCRETE, RETAINING WALL M3 700.0000 198,100.00 283.000 198,100.00 F) (SOUND WALL) 95 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 882,000.00 -400.400 -280,280.00 859.500 601,650.00 F) 96 STRUCTURAL CONCRETE, BARRIER SLAB M3 600.0000 85,200.00 142.000 85,200.00 F) 97 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,200.0000 27,600.00 23.000 27,600.00 F) (TYPE N) 98 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,150.0000 244,950.00 10.790 12,408.50 223.790 257,358.50 F) (TYPE R) 99 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 725,000.00 0.940 2,350.00 290.650 726,625.00 00 MINOR CONCRETE (BACKFILL) M3 160.0000 28,800.00 91.940 14,710.40 271.940 43,510.40 F) 01 PAVING NOTCH EXTENSION M3 3,500.0000 21,000.00 6.000 21,000.00 F) 02 DRILL AND BOND DOWEL M 250.0000 26,500.00 5.400 1,350.00 117.400 29,350.00 PROGRAM CAS145 PAGE 5 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 02:19 PM ESTIMATE NO. 37 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 02/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 SOUND WALL (MASONRY BLOCK) M2 140.0000 496,440.00 52.260 7,316.40 3,514.860 492,080.40 SF) 04 JOINT SEAL (MR 30 MM) M 110.0000 2,310.00 0.000 0.00 S) 05 JOINT SEAL (MR 50 MM) M 190.0000 4,180.00 0.000 0.00 S) 06 BAR REINFORCING STEEL (BRIDGE) KG 2.1500 905,128.50 730.000 1,569.50 421,720.000 906,698.00 SF) 07 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 174,287.50 -379.600 -949.00 48,541.400 121,353.50 SF) 08 BAR REINFORCING STEEL, RETAINING WALL KG 2.8500 48,723.60 17,096.000 48,723.60 SF)(SOUND WALL) 09 FURNISH SIGN STRUCTURE (TRUSS) KG 7.4500 534,135.20 6,609.000 49,237.05 23,626.000 176,013.70 F) 10 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6000 43,017.60 6,609.000 3,965.40 19,803.000 11,881.80 SF) 11 760 MM CAST-IN-DRILLED-HOLE M 1,200.0000 21,600.00 13.500 16,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 12 920 MM CAST-IN-DRILLED-HOLE M 1,300.0000 22,100.00 17.000 22,100.00 S) CONCRETE PILE (SIGN FOUNDATION) 13 1370 MM CAST-IN-DRILLED-H0LE M 1,400.0000 60,200.00 25.500 35,700.00 S) CONCRETE PILE (SIGN FOUNDATION) 14 METAL (BARRIER MOUNTED SIGN) KG 20.0000 78,200.00 4,457.000 89,140.00 4,457.000 89,140.00 15 METAL (SOUND WALL MOUNTED SIGN) KG 15.0000 11,400.00 760.000 11,400.00 16 ROADSIDE SIGN - ONE POST EA 300.0000 4,500.00 4.000 1,200.00 13.000 3,900.00 17 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,400.00 1.000 200.00 2.000 400.00 METHOD) 18 INSTALL SIGN OVERLAY M2 30.0000 1,020.00 21.440 643.20 19 INSTALL SIGN PANEL ON EXISTING FRAME M2 25.0000 9,000.00 26.780 669.50 331.170 8,279.25 20 INSTALL ROADSIDE SIGN EA 1,500.0000 7,500.00 4.000 6,000.00 (LAMINATED WOOD BOX POST) 21 450 MM ALTERNATIVE PIPE CULVERT M 72.0000 122,400.00 62.480 4,498.56 1,858.110 133,783.92 22 600 MM ALTERNATIVE PIPE CULVERT M 91.0000 91,910.00 1,206.000 109,746.00 23 450 MM REINFORCED CONCRETE PIPE M 190.5000 43,815.00 185.140 35,269.17 24 600 MM REINFORCED CONCRETE PIPE M 216.5000 11,691.00 63.500 13,747.75 25 300 MM SLOTTED CORRUGATED STEEL PIPE M 159.0000 76,320.00 472.060 75,057.54 (2.01 MM THICK) 26 450 MM SLOTTED CORRUGATED STEEL PIPE M 148.0000 1,015,280.00 34.113 5,048.72 6,764.000 1,001,072.00 (2.01 MM THICK) 27 GRATED LINE DRAIN M 203.0000 58,870.00 280.420 56,925.26 28 450 MM CORRUGATED STEEL PIPE RISER M 520.0000 3,172.00 6.100 3,172.00 (2.01 MM THICK) 29 450 MM ALTERNATIVE FLARED END SECTION EA 540.0000 1,080.00 1.000 540.00 1.000 540.00 PROGRAM CAS145 PAGE 6 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 02:19 PM ESTIMATE NO. 37 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 02/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 115.0000 409,170.00 4,468.000 513,820.00 31 ROCK SLOPE PROTECTION M3 112.0000 392.00 0.000 0.00 (FACING, METHOD B) 32 ROCK SLOPE PROTECTION M3 115.0000 216,430.00 2,352.000 270,480.00 (BACKING NO. 1, METHOD B) 33 SLOPE PAVING (CONCRETE) M3 1,200.0000 3,600.00 3.000 3,600.00 3.000 3,600.00 SF) 34 ROCK SLOPE PROTECTION FABRIC M2 2.5000 8,552.50 5,132.480 12,831.20 35 MINOR CONCRETE (CURB AND GUTTER) M3 400.0000 52,000.00 107.330 42,932.00 36 MINOR CONCRETE (GUTTER) M3 400.0000 9,200.00 23.000 9,200.00 37 MINOR CONCRETE (SIDEWALK) M3 400.0000 7,600.00 1.700 680.00 1.700 680.00 38 MISCELLANEOUS IRON AND STEEL KG 1.0000 54,428.00 1,004.000 1,004.00 55,292.000 55,292.00 SF) 39 MISCELLANEOUS METAL KG 50.0000 21,900.00 138.000 6,900.00 438.000 21,900.00 SF)(RESTRAINER - CABLE TYPE) 40 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 32,850.00 1,690.000 25,350.00 2,190.000 32,850.00 SF) 41 CHAIN LINK FENCE (TYPE CL-1.8) M 100.0000 1,200.00 0.000 0.00 S) 42 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 3,000.00 0.000 0.00 43 GUARD RAILING DELINEATOR EA 7.0000 1,260.00 16.000 112.00 44 INSTALL MEDIAN MILEAGE PANEL EA 60.0000 6,600.00 0.000 0.00 45 METAL BEAM GUARD RAILING M 60.0000 40,200.00 68.580 4,114.80 S) 46 CONCRETE BARRIER (TYPE 25R MODIFIED) M 480.0000 4,800.00 5.000 2,400.00 10.000 4,800.00 F) 47 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 610.0000 4,880.00 8.000 4,880.00 8.000 4,880.00 F) 48 CABLE RAILING M 40.0000 9,120.00 7.570 302.80 228.000 9,120.00 F) 49 TERMINAL SECTION (TYPE B) EA 600.0000 4,200.00 0.000 0.00 S) 50 TERMINAL SECTION (TYPE C) EA 600.0000 3,600.00 0.000 0.00 S) 51 END SECTION EA 300.0000 600.00 2.000 600.00 S) 52 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 10,800.00 3.000 5,400.00 S) 53 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 1,200.00 -1.000 -600.00 0.000 0.00 S) 54 CONCRETE BARRIER (TYPE 60 R) M 587.0000 193,710.00 28.500 16,729.50 303.710 178,277.77 55 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 587.0000 70,440.00 90.980 53,405.26 56 CONCRETE BARRIER (TYPE 60C) M 392.0000 13,720.00 35.660 13,978.72 PROGRAM CAS145 PAGE 7 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 02:19 PM ESTIMATE NO. 37 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 02/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 CONCRETE BARRIER (TYPE 60D) M 127.0000 27,940.00 0.000 0.00 58 CONCRETE BARRIER (TYPE 60S) M 187.0000 860,200.00 4,127.740 771,887.38 59 CONCRETE BARRIER (TYPE 60 SA MODIFIED) M 337.0000 178,610.00 55.120 18,575.44 462.320 155,801.84 F) 60 CONCRETE BARRIER (TYPE 60SC) M 387.0000 1,153,260.00 3,684.570 1,425,928.59 61 CONCRETE BARRIER (TYPE 732 MODIFIED) M 250.0000 82,000.00 258.000 64,500.00 328.000 82,000.00 F) 62 CONCRETE BARRIER (TYPE 736) M 210.0000 15,750.00 75.000 15,750.00 F) 63 CONCRETE BARRIER (TYPE 736 MODIFIED) M 220.0000 31,900.00 145.000 31,900.00 F) 64 CONCRETE BARRIER (TYPE 736A) M 210.0000 102,690.00 489.000 102,690.00 F) 65 CONCRETE BARRIER (TYPE 736 A MODIFIED) M 220.0000 35,200.00 5.000 1,100.00 160.000 35,200.00 F) 66 CONCRETE BARRIER (TYPE 736 S) M 250.0000 35,000.00 140.000 35,000.00 67 CONCRETE BARRIER (TYPE 736SV) M 410.0000 241,900.00 570.000 233,700.00 68 CONCRETE BARRIER (TYPE 736B) M 370.0000 19,240.00 52.000 19,240.00 69 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 11,550.00 46.800 1,638.00 S) 70 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 62,800.00 29,294.000 23,435.20 43,152.000 34,521.60 S) 71 150 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 112.50 0.000 0.00 S) 72 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 12,460.00 1,947.000 3,894.00 3,285.000 6,570.00 S) 73 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 9,105.00 1,428.000 2,142.00 2,694.000 4,041.00 S) (BROKEN 3.66 M - 0.92 M) 74 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 3,405.00 0.000 0.00 S) (BROKEN 11.00 M - 3.50 M) 75 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 40,105.00 18,655.000 12,125.75 46,491.100 30,219.22 S) (BROKEN 10.98 M - 3.66 M) 76 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 409.50 145.000 94.25 267.000 173.55 S) (BROKEN 5.18 M - 2.14 M) 77 PAINT TRAFFIC STRIPE (1-COAT) M 0.5000 62,500.00 2,685.000 1,342.50 120,521.500 60,260.75 S) 78 PAINT PAVEMENT MARKING (1-COAT) M2 30.0000 870.00 42.920 1,287.60 S) 79 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 57,150.00 5,326.000 7,989.00 26,662.000 39,993.00 S) 80 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 82,000.00 4,220.000 16,880.00 15,209.000 60,836.00 S) 81 LIGHTING (TEMPORARY) LS 47,840.0000 47,840.00 1.000 47,840.00 S) 82 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 6,500.0000 6,500.00 1.000 6,500.00 S) 83 COMMUNICATION CONDUIT (BRIDGE) M 76.0000 10,792.00 142.000 10,792.00 SF) PROGRAM CAS145 PAGE 8 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 02:19 PM ESTIMATE NO. 37 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 02/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 35,000.0000 35,000.00 0.086 3,010.00 S) (LOCATION 1) 85 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 18,500.0000 18,500.00 1.000 18,500.00 S) (LOCATION 2) 86 MODIFY TRAFFIC MONITORING STATION LS 51,000.0000 51,000.00 0.100 5,100.00 0.850 43,350.00 S) 87 TEMPORARY TRAFFIC MONITORING STATION LS 30,300.0000 30,300.00 0.050 1,515.00 0.950 28,785.00 S) (LOCATION 1) 88 TEMPORARY AUTOMATIC VEHICLE LS 20,000.0000 20,000.00 0.050 1,000.00 0.950 19,000.00 S) CLASSIFICATION (LOCATION 2) 89 TEMPORARY TRAFFIC MONITORING STATION LS 24,800.0000 24,800.00 0.050 1,240.00 0.950 23,560.00 S) (LOCATION 3) 90 TEMPORARY TRAFFIC MONITORING STATION LS 27,000.0000 27,000.00 1.000 27,000.00 S) (LOCATION 4) 91 TEMPORARY COMMUNICATIONS SYSTEM ROUTING LS 520,000.0000 520,000.00 0.040 20,800.00 0.950 494,000.00 S) 92 TRAFFIC MONITORING STATION (LOCATION 1) LS 91,000.0000 91,000.00 0.050 4,550.00 0.950 86,450.00 S) 93 TRAFFIC MONITORING STATION (LOCATION 2) LS 69,000.0000 69,000.00 0.050 3,450.00 0.950 65,550.00 S) 94 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 439,000.0000 439,000.00 0.050 21,950.00 0.800 351,200.00 S) 95 MODIFY RAMP METERING SYSTEM LS 212,000.0000 212,000.00 0.085 18,020.00 0.900 190,800.00 S) 96 MODIFY LIGHTING AND SIGN ILLUMINATION LS 194,000.0000 194,000.00 0.900 174,600.00 S) 97 SYSTEM TESTING AND DOCUMENTATION LS 14,000.0000 14,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-122004 TIME 02:19 PM ESTIMATE NO. 37 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 02/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 417,734.55 29,311,310.12 ADJUSTMENT OF COMPENSATION 0.00 523,345.95 EXTRA WORK 127,313.93 2,172,153.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 545,048.48 32,006,809.61 98 MOBILIZATION LS 3500,000.0000 3,500,000.00 1.000 3,500,000.00 ORIGINAL CONTRACT AMOUNT 35,237,936.40 TOTAL WORK COMPLETED 545,048.48 35,506,809.61 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,265.00 TOTAL 545,048.48 35,505,544.61 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 04/27/05 900 05/16/05 05/12/05 03/26/08 625 65 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY YOUNG, FRED RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 02/21/08