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 04/24/09 EST. NO.09 TIME 09:30 AM R.E. NAME: YOUNG, FRED 07-168004 --------------------------------------------------------------------------- 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 0268 180.17 E.W. @ F.A.(+) 111308 Y 5009.0 0269 120.11 111808 Y 5010.0 0270 169.27 111908 Y 5011.0 0271 120.11 112008 Y 5012.0 0272 120.11 112108 Y 5013.0 0273 120.11 112408 Y 5014.0 0274 120.11 112508 Y 5015.0 0318 208.86 012209 Y 5043.0 0319 68.59 012609 Y 5044.0 0320 136.41 012709 Y 5045.0 0321 190.93 012909 Y 5046.0 0323 2,832.12 021009 N 0497.0 0343 543.63 013009 Y 5053.0 0344 217.76 013009 Y 5054.0 0345 236.51 020209 Y 5055.0 0347 170.06 020509 Y 5057.0 0376 556.41 020609 Y 5066.0 0377 201.08 021109 Y 5067.0 0378 469.17 021209 Y 5068.0 0379 536.19 021309 Y 5069.0 0380 231.09 021809 Y 5070.0 0381 201.08 022009 Y 5071.0 0392 160.60 022309 Y 5093.0 0393 50.27 022509 Y 5094.0 0394 150.81 022609 Y 5095.0 0395 100.55 022709 Y 5096.0 0434 194.36 032409 N 0662.0 0435 194.36 032309 N 0663.0 0436 194.36 032409 N 0664.0 0437 194.36 031909 N 0641.0 0438 194.36 032009 N 0642.0 0439 194.36 032109 N 0643.0 0440 194.36 032209 N 0644.0 0441 194.36 031909 N 0645.0 0442 194.36 032009 N 0646.0 0443 194.36 032109 N 0647.0 0444 194.36 032209 N 0648.0 0445 194.36 031909 N 0649.0 0446 194.36 032009 N 0650.0 0447 194.36 032109 N 0651.0 0448 194.36 032209 N 0652.0 0449 210.00 031109 N 0653.0 0450 194.36 032309 N 0659.0 0451 194.36 032409 N 0660.0 0452 194.36 032309 N 0661.0 0454 194.36 032509 N 0678.0 0455 83.78 032609 N 0679.0 0456 194.36 032509 N 0680.0 0457 194.36 032609 N 0681.0 0458 194.36 032909 N 0684.0 0459 194.36 032709 N 0685.0 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 04/24/09 EST. NO.09 TIME 09:30 AM R.E. NAME: YOUNG, FRED 07-168004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0460 194.36 032809 N 0686.0 0461 194.36 032909 N 0687.0 0462 194.36 032709 N 0682.0 0463 194.36 032809 N 0683.0 0464 502.64 022409 Y 5097.0 0465 100.55 030209 Y 5098.0 0466 595.73 030409 Y 5099.0 0467 439.58 030909 Y 5100.0 0468 351.67 031009 Y 5101.0 0469 215.07 031109 Y 5102.0 0470 241.56 031209 Y 5103.0 0471 488.02 031309 Y 5104.0 0472 301.62 031609 Y 5105.0 0474 194.36 033009 N 0690.0 0475 194.36 033109 N 0691.0 0476 202.21 040109 N 0692.0 0477 202.21 040209 N 0693.0 0478 202.21 040309 N 0694.0 0479 202.21 040409 N 0695.0 0480 202.21 040509 N 0696.0 0481 202.21 040609 N 0697.0 0482 194.36 033009 N 0698.0 0483 194.36 033109 N 0699.0 0484 202.21 040109 N 0700.0 0485 202.21 040209 N 0701.0 0486 202.21 040309 N 0702.0 0487 202.21 040409 N 0703.0 0488 202.21 040509 N 0704.0 0489 202.21 040609 N 0705.0 0490 194.36 032509 N 0706.0 0491 194.36 032609 N 0707.0 0492 194.36 032709 N 0708.0 0493 194.36 032809 N 0709.0 0494 194.36 032909 N 0710.0 0495 194.36 033009 N 0711.0 0496 194.36 033109 N 0712.0 0497 202.21 040109 N 0713.0 0498 202.21 040209 N 0714.0 0499 202.21 040309 N 0715.0 0500 202.21 040409 N 0716.0 0501 202.21 040509 N 0717.0 0502 202.21 040609 N 0718.0 0503 240.22 031809 Y 5110.0 0504 201.08 032009 Y 5111.0 0505 301.62 032009 Y 5112.0 0506 100.55 032309 Y 5113.0 0507 150.81 032409 Y 5114.0 0508 351.87 032509 Y 5115.0 0509 251.35 032609 Y 5116.0 0510 202.21 040709 N 0734.0 0511 202.21 040709 N 0735.0 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 04/24/09 EST. NO.09 TIME 09:30 AM R.E. NAME: YOUNG, FRED 07-168004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0512 202.21 040709 N 0736.0 0514 8,294.57 030509 N 0732.0 0515 202.21 040809 N 0754.0 0516 202.21 040809 N 0755.0 0517 202.21 040809 N 0756.0 0518 202.21 040909 N 0757.0 0519 202.21 041009 N 0758.0 0520 202.21 041109 N 0759.0 0521 202.21 041209 N 0760.0 0522 202.21 040909 N 0761.0 0523 202.21 041009 N 0762.0 0524 202.21 041109 N 0763.0 0525 202.21 041209 N 0764.0 0526 202.21 040909 N 0765.0 0527 202.21 041009 N 0766.0 0528 202.21 041109 N 0767.0 0529 202.21 041209 N 0768.0 0531 202.21 041309 N 0777.0 0532 202.21 041409 N 0778.0 003 0007 378.80 A.C. @ U.P.(+) 022809 Y 5106.0 0008 535.60 033109 Y 5123.0 004 0001 5,793.34 E.W. @ F.A.(+) 070108 Y 5002.0 006 0005 787.50 E.W. @ F.A.(+) 121608 Y 5005.1 023 0002 3,172.40 E.W. @ F.A.(+) 011409 N 0513.0 0028 4,560.02 111008 N 230.00 0030 990.00 121008 N 0379.0 0032 726.37 121608 N 0383.0 0046 369,750.99 032409 N 0719.0 0047 323,256.05 032409 N 0720.0 026 0018 3,385.93 E.W. @ F.A.(+) 030909 Y 5108.0 0019 982.33 031109 N 0733.0 751,023.39 TOTAL THIS ESTIMATE 1,747,660.13 TOTAL PREVIOUS ESTIMATE 2,498,683.52 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 04/24/09 EST. NO.09 TIME 09:30 AM R.E. NAME: YOUNG, FRED 07-168004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:30 AM ESTIMATE NO. 09 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 04/24/09 LOCATION RERUN PROGRESS ESTIMATE 07-LA-5-R44.2/R46.0 ----------------------- KCM SECURITY PAVING JV IN LOS ANGELES COUNTY IN SANTA P.O. BOX867/19010 SLOVER AVE CLARITA ON ROUTE 5 AND ON ROUTE 14 BLOOMINGTON, CA 92316 FED. AID NO. CMLN-6207(46)N CONSTRUCT HOV LANES AND CONNECTORS ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 5,000.0000 5,000,000.00 15.000 75,000.00 165.000 825,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 17.0000 5,950.00 0.000 0.00 04 CONSTRUCTION SITE MANAGEMENT LS 300,000.0000 300,000.00 0.015 4,500.00 0.158 47,400.00 05 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.050 225.00 PREVENTION PLAN 06 TEMPORARY EROSION CONTROL BLANKET M2 2.0000 376,000.00 0.000 0.00 07 TEMPORARY FIBER ROLL M 10.0000 100,000.00 632.460 6,324.60 3,793.110 37,931.10 08 TEMPORARY SILT FENCE M 9.5000 35,625.00 443.880 4,216.86 862.040 8,189.38 09 TEMPORARY GRAVEL BAG BERM M 15.0000 112,500.00 346.740 5,201.10 760.740 11,411.10 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,200.0000 33,000.00 0.000 0.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 18,000.00 1.000 3,000.00 9.000 27,000.00 12 TEMPORARY COVER M2 6.0000 6,000.00 85.750 514.50 2,296.840 13,781.04 13 TEMPORARY STRAW BALE BARRIER M 45.0000 8,550.00 18.290 823.05 14 MOVE-IN/MOVE-OUT EA 540.0000 6,480.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 15 TEMPORARY HYDRAULIC MULCH M2 0.6500 187,850.00 7,623.400 4,955.21 (BONDED FIBER MATRIX) 16 STREET SWEEPING LS 250,000.0000 250,000.00 0.015 3,750.00 0.165 41,250.00 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 60,000.0000 60,000.00 0.015 900.00 0.158 9,480.00 18 CONSTRUCTION AREA SIGNS LS 45,600.0000 45,600.00 0.010 456.00 0.369 16,826.40 S) 19 TRAFFIC CONTROL SYSTEM LS 850,000.0000 850,000.00 0.015 12,750.00 0.175 148,750.00 S) 20 TYPE III BARRICADE EA 110.0000 3,520.00 2.000 220.00 21 TEMPORARY PAVEMENT MARKING (PAINT) M2 66.0000 5,412.00 58.500 3,861.00 22 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.0000 114,900.00 7,285.520 21,856.56 PROGRAM CAS145 PAGE 2 DATE 04/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:30 AM ESTIMATE NO. 09 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 04/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7400 42,328.00 30,767.160 22,767.70 24 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 21,700.00 17.000 595.00 229.000 8,015.00 S) 25 TEMPORARY PAVEMENT MARKER EA 3.7000 63,270.00 6,434.000 23,805.80 26 TEMPORARY RAILING (TYPE K) M 50.0000 1,245,000.00 1,244.400 62,220.00 10,864.660 543,233.00 27 TEMPORARY CRASH CUSHION MODULE EA 210.0000 142,800.00 14.000 2,940.00 280.000 58,800.00 28 ABANDON PIPELINE M 160.0000 36,800.00 129.200 20,672.00 129.200 20,672.00 29 OBLITERATE SURFACING M2 4.5000 7,335.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 25.0000 35,750.00 75.000 1,875.00 473.680 11,842.00 31 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6800 26,880.00 8,326.000 13,987.68 STRIPE 32 REMOVE PAINTED TRAFFIC STRIPE M 1.1000 70,180.00 2,743.200 3,017.52 33 REMOVE PAVEMENT MARKING M2 16.2000 1,782.00 23.400 379.08 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.1500 33,810.00 25,629.310 29,473.71 35 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 27.0000 3,510.00 43.900 1,185.30 36 REMOVE PAVEMENT MARKER EA 0.8100 22,761.00 8,119.000 6,576.39 37 REMOVE ROADSIDE SIGN EA 150.0000 1,050.00 0.000 0.00 38 REMOVE ROADSIDE SIGN PANEL EA 250.0000 750.00 0.000 0.00 39 REMOVE SIGN STRUCTURE EA 4,000.0000 32,000.00 2.000 8,000.00 40 REMOVE SIGN OVERLAY M2 150.0000 525.00 0.000 0.00 41 REMOVE ASPHALT CONCRETE DIKE M 5.0000 19,250.00 647.000 3,235.00 1,549.500 7,747.50 42 REMOVE PIPE M 70.0000 18,900.00 3.000 210.00 43 REMOVE INLET EA 1,200.0000 21,600.00 4.000 4,800.00 11.000 13,200.00 44 REMOVE JUNCTION BOX EA 1,800.0000 1,800.00 0.000 0.00 45 RECONSTRUCT METAL BEAM GUARD RAILING M 110.0000 1,760.00 0.000 0.00 46 RESET ROADSIDE SIGN EA 400.0000 400.00 0.000 0.00 47 REMOVE CONCRETE CURB M 9.0000 10,980.00 25.000 225.00 48 REMOVE CONCRETE BARRIER M 13.5000 36,045.00 150.000 2,025.00 150.000 2,025.00 49 CAP INLET EA 1,500.0000 37,500.00 5.000 7,500.00 10.000 15,000.00 PROGRAM CAS145 PAGE 3 DATE 04/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:30 AM ESTIMATE NO. 09 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 04/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL LS 150,000.0000 150,000.00 0.000 0.00 F) 51 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 0.000 0.00 52 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 0.050 2,250.00 0.950 42,750.00 53 BRIDGE REMOVAL (PORTION), LOCATION C LS 350,000.0000 350,000.00 0.000 0.00 54 BRIDGE REMOVAL (PORTION), LOCATION D LS 250,000.0000 250,000.00 0.400 100,000.00 0.500 125,000.00 55 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 0.000 0.00 56 BRIDGE REMOVAL (PORTION), LOCATION F LS 50,000.0000 50,000.00 0.700 35,000.00 57 ROADWAY EXCAVATION M3 22.0000 2,662,000.00 -14,780.000 -325,160.00 37,244.830 819,386.26 58 ROADWAY EXCAVATION (TYPE Y-1) M3 26.7000 150,054.00 660.000 17,622.00 (AERIALLY DEPOSITED LEAD) 59 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 60 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 777,800.00 170.000 34,000.00 2,468.030 493,606.00 F) 61 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 369,750.00 171.800 25,770.00 171.800 25,770.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.3000 1,381,712.60 530.000 18,709.00 17,497.000 617,644.10 F) 63 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 80.0000 6,240.00 78.000 6,240.00 78.000 6,240.00 F) 64 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 80.0000 4,800.00 0.000 0.00 F) 65 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 229,250.00 0.000 0.00 F) 66 STRUCTURE BACKFILL (ISOLATION CASING) M3 400.0000 332,000.00 45.600 18,240.00 164.810 65,924.00 SF) 67 STRUCTURE BACKFILL (RETAINING WALL) M3 51.0000 1,524,900.00 8,434.760 430,172.76 68 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 240.0000 4,080.00 0.000 0.00 F) 69 PERVIOUS BACKFILL MATERIAL M3 125.0000 44,750.00 0.000 0.00 F) 70 PERVIOUS BACKFILL MATERIAL (RETAINING M3 110.0000 275,550.00 595.110 65,462.10 F) WALL) 71 LEAN CONCRETE BACKFILL M3 400.0000 4,800.00 0.000 0.00 F) 72 SOIL NAIL ASSEMBLY M 70.0000 2,545,900.00 4,556.500 318,955.00 24,756.120 1,732,928.40 S) 73 HIGHWAY PLANTING LS 20,900.0000 20,900.00 0.000 0.00 S) 74 EROSION CONTROL (TYPE D) M2 2.9200 1,314.00 0.000 0.00 S) 75 EROSION CONTROL (TYPE BFM) M2 3.1000 169,880.00 0.000 0.00 S) 76 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 540.0000 2,160.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 04/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:30 AM ESTIMATE NO. 09 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 04/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLANT (GROUP W) EA 6.3000 2,016.00 0.000 0.00 S) 78 PLANT ESTABLISHMENT WORK LS 32,335.0000 32,335.00 0.000 0.00 S) 79 IRRIGATION SYSTEM LS 39,500.0000 39,500.00 0.000 0.00 S) 80 CLASS 3 AGGREGATE BASE M3 39.9500 735,080.00 1,738.110 69,437.49 81 LEAN CONCRETE BASE M3 187.0000 2,561,900.00 1,147.880 214,653.56 82 LEAN CONCRETE BASE (RAPID STRENGTH) M3 535.0000 90,950.00 0.000 0.00 S) 83 ASPHALT CONCRETE (TYPE B) TONN 93.0000 1,199,700.00 606.050 56,362.65 84 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 8.0000 11,680.00 0.000 0.00 85 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 5,200.00 0.000 0.00 86 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 8.0000 2,560.00 0.000 0.00 87 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 3,280.00 0.000 0.00 88 CONCRETE PAVEMENT M3 262.0000 6,838,200.00 2,057.000 538,934.00 89 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 90 SEAL PAVEMENT JOINT M 13.8500 411,345.00 464.000 6,426.40 1,904.000 26,370.40 91 SEAL LONGITUDINAL ISOLATION JOINT M 30.3500 342,955.00 43.000 1,305.05 1,333.000 40,456.55 92 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 93 GRIND EXISTING CONCRETE M2 11.0000 37,070.00 0.000 0.00 PAVEMENT 94 MICROPILE (NO 32 REINFORCEMENT) M 150.0000 3,000.00 8.000 1,200.00 38.500 5,775.00 S) 95 FURNISH STEEL SOLDIER PILING (W360X347) M 500.0000 52,000.00 104.000 52,000.00 104.000 52,000.00 96 2.6 M PERMANENT STEEL CASING M 3,300.0000 610,500.00 74.500 245,850.00 197.560 651,948.00 97 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 260.0000 349,700.00 228.560 59,425.60 228.560 59,425.60 S) PILING 98 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,675.0000 112,350.00 0.000 0.00 S) PILING 99 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 24,000.0000 768,000.00 8.500 204,000.00 8.500 204,000.00 S) PILING 00 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 2,330,000.00 24.400 122,000.00 272.140 1,360,700.00 S) PILING (ROCK SOCKET) 01 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 481,000.00 102.360 266,136.00 PILING 02 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 1,792,000.00 10.800 172,800.00 S) PILING 03 4.1 M CAST-IN-DRILLED-HOLE CONCRETE M 17,000.0000 952,000.00 11.000 187,000.00 24.400 414,800.00 S) PILING PROGRAM CAS145 PAGE 5 DATE 04/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:30 AM ESTIMATE NO. 09 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 04/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 704,000.00 22.200 355,200.00 22.200 355,200.00 S) PILING (ROCK SOCKET) 05 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 11,000.0000 1,254,000.00 24.200 266,200.00 S) PILING (ROCK SOCKET) 06 4.1 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 1,280,000.00 60.300 964,800.00 S) PILING (ROCK SOCKET) 07 760 MM DRILLED HOLE M 1,000.0000 108,000.00 0.000 0.00 08 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1000,000.0000 1,000,000.00 0.000 0.00 S) 09 TIEBACK ANCHOR EA 2,000.0000 8,000.00 0.000 0.00 S) 10 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 533,400.00 370.480 222,288.00 431.680 259,008.00 F) 11 STRUCTURAL CONCRETE, BRIDGE M3 1,040.0000 22,226,880.00 691.220 718,868.80 1,437.400 1,494,896.00 F) 12 STRUCTURAL CONCRETE, CRASH WALL M3 800.0000 56,000.00 0.000 0.00 F) 13 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 5,457,500.00 278.190 139,095.00 3,026.260 1,513,130.00 F) 14 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 267,600.00 0.000 0.00 F) (TYPE N) 15 MINOR CONCRETE (MINOR STRUCTURE) M3 1,605.0000 396,435.00 18.710 30,029.55 F) 16 ARCHITECTURAL TREATMENT M2 10.0000 175,200.00 3,590.400 35,904.00 F) (FRACTURED GRANITE TEXTURE) 17 ARCHITECTURAL TREATMENT (BARRIER RAIL) M2 12.0000 32,028.00 0.000 0.00 F) 18 DRILL AND BOND DOWEL M 50.0000 133,750.00 50.620 2,531.00 1,850.620 92,531.00 19 CLEAN EXPANSION JOINT M 300.0000 26,400.00 0.000 0.00 20 PTFE SPHERICAL BEARING EA 10,000.0000 90,000.00 0.000 0.00 S) 21 JOINT SEAL (TYPE AL) M 120.0000 29,880.00 0.000 0.00 S) 22 JOINT SEAL (MR 30 MM) M 120.0000 17,880.00 0.000 0.00 S) 23 JOINT SEAL (MR 15 MM) M 120.0000 5,640.00 0.000 0.00 S) 24 JOINT SEAL ASSEMBLY (MR 60 MM) M 400.0000 28,400.00 0.000 0.00 S) 25 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 31,200.00 0.000 0.00 S) 26 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,400.0000 23,800.00 0.000 0.00 S) 27 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,500.0000 91,250.00 0.000 0.00 S) 28 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,200.0000 124,800.00 0.000 0.00 S) 29 SILOFLEX 225 JOINT SEAL M 400.0000 15,200.00 0.000 0.00 S) 30 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 10,717,813.20 237,959.000 404,530.30 1,188,313.000 2,020,132.10 SF) PROGRAM CAS145 PAGE 6 DATE 04/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:30 AM ESTIMATE NO. 09 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 04/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8000 1,785,913.20 13,542.000 24,375.60 268,321.880 482,979.38 SF) 32 BAR REINFORCING STEEL (CRASH WALL) KG 2.5000 13,250.00 0.000 0.00 SF) 33 SHOTCRETE M3 475.0000 853,575.00 140.960 66,956.00 488.470 232,023.25 F) 34 ISOLATION COLUMN CASING M 3,500.0000 791,000.00 12.400 43,400.00 43.800 153,300.00 SF) 35 FURNISH SIGN STRUCTURE (TRUSS) KG 13.7000 2,521,320.60 0.000 0.00 SF) 36 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6000 110,422.80 0.000 0.00 SF) 37 1372 MM CAST-IN-DRILLED-HOLE M 2,400.0000 14,400.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 38 1524 MM CAST-IN-DRILLED-HOLE M 1,675.0000 184,250.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 39 METAL (BARRIER MOUNTED SIGN) KG 26.0000 31,460.00 0.000 0.00 40 ROADSIDE SIGN - ONE POST EA 405.0000 3,645.00 0.000 0.00 41 ROADSIDE SIGN - TWO POST EA 760.0000 3,040.00 0.000 0.00 42 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 215.0000 645.00 0.000 0.00 METHOD) 43 INSTALL SIGN OVERLAY M2 190.0000 570.00 0.000 0.00 44 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 26,000.00 0.000 0.00 45 INSTALL ROADSIDE SIGN PANEL ON EA 190.0000 570.00 0.000 0.00 EXISTING POST 46 INSTALL ROADSIDE SIGN EA 2,700.0000 8,100.00 0.000 0.00 (LAMINATED WOOD BOX POST) 47 TIMBER LAGGING M3 5,000.0000 65,000.00 0.000 0.00 SF) 48 PREPARE AND PAINT CONCRETE M2 11.0000 42,328.00 0.000 0.00 S) 49 450 MM REINFORCED CONCRETE PIPE M 320.0000 83,200.00 0.000 0.00 50 600 MM REINFORCED CONCRETE PIPE M 390.0000 58,500.00 22.600 8,814.00 22.600 8,814.00 51 750 MM REINFORCED CONCRETE PIPE M 505.0000 7,575.00 0.000 0.00 52 900 MM REINFORCED CONCRETE PIPE M 605.0000 22,990.00 0.000 0.00 53 JACKED 900 MM REINFORCED CONCRETE PIPE M 3,645.0000 225,990.00 0.000 0.00 (CLASS II) 54 450 MM CORRUGATED STEEL PIPE M 420.0000 46,200.00 14.800 6,216.00 (2.01 MM THICK) 55 600 MM CORRUGATED STEEL PIPE M 448.0000 31,360.00 4.320 1,935.36 (2.01 MM THICK) 56 750 MM CORRUGATED STEEL PIPE M 484.0000 32,912.00 47.900 23,183.60 (2.01 MM THICK) 57 900 MM CORRUGATED STEEL PIPE M 1,255.0000 2,510.00 0.000 0.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 7 DATE 04/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:30 AM ESTIMATE NO. 09 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 04/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 300 MM CORRUGATED STEEL PIPE RISER M 435.0000 4,350.00 0.000 0.00 (2.01 MM THICK) 59 900 MM CORRUGATED STEEL PIPE RISER M 635.0000 10,160.00 0.000 0.00 (2.01 MM THICK) 60 900 MM CONCRETE FLARED END SECTION EA 1,800.0000 1,800.00 0.000 0.00 61 MINOR CONCRETE (BACKFILL) M3 360.0000 3,960.00 0.000 0.00 62 ROCK SLOPE PROTECTION M3 170.0000 49,300.00 0.000 0.00 (BACKING NO. 1, METHOD B) 63 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 170.0000 117,300.00 0.000 0.00 64 SLOPE PAVING (CONCRETE) M3 990.0000 31,680.00 0.000 0.00 F) 65 ROCK SLOPE PROTECTION FABRIC M2 2.5000 1,750.00 0.000 0.00 66 MINOR CONCRETE (MISCELLANEOUS M3 735.0000 213,150.00 50.000 36,750.00 76.000 55,860.00 CONSTRUCTION) 67 MINOR CONCRETE (STAMPED CONCRETE) M2 86.0000 122,980.00 0.000 0.00 68 MISCELLANEOUS IRON AND STEEL KG 4.3500 76,207.65 200.000 870.00 458.000 1,992.30 SF) 69 MISCELLANEOUS METAL KG 15.0000 48,750.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 70 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 319,728.00 0.000 0.00 SF) 71 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 201,800.00 0.000 0.00 SF) 72 CHAIN LINK FENCE (TYPE CL-1.8) M 45.0000 15,750.00 58.840 2,647.80 S) 73 CHAIN LINK GATE EA 1,170.0000 1,170.00 0.000 0.00 S) 74 INSTALL MEDIAN MILEAGE PANEL EA 250.0000 2,250.00 0.000 0.00 75 METAL BEAM GUARD RAILING M 107.6500 129,180.00 0.000 0.00 S) 76 CHAIN LINK RAILING (TYPE 7) M 230.0000 34,500.00 0.000 0.00 SF) 77 CONCRETE BARRIER M 240.0000 10,560.00 0.000 0.00 F) 78 CABLE RAILING M 29.5000 57,318.50 548.000 16,166.00 F) 79 TRANSITION RAILING (TYPE WB) EA 4,545.0000 72,720.00 0.000 0.00 S) 80 END ANCHOR ASSEMBLY (TYPE SFT) EA 885.0000 5,310.00 0.000 0.00 S) 81 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,475.0000 10,425.00 0.000 0.00 S) 82 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,610.0000 23,490.00 0.000 0.00 S) 83 CRASH CUSHION, SAND FILLED EA 8,500.0000 8,500.00 0.000 0.00 S) 84 CRASH CUSHION (REACT 9CBB) EA 76,200.0000 76,200.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 04/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:30 AM ESTIMATE NO. 09 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 04/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE BARRIER (TYPE 60) M 165.0000 84,150.00 0.000 0.00 86 CONCRETE BARRIER (TYPE 60A) M 200.0000 204,000.00 0.000 0.00 87 CONCRETE BARRIER (TYPE 60 MOD) M 210.0000 88,200.00 0.000 0.00 88 CONCRETE BARRIER (TYPE 60C) M 285.0000 276,450.00 0.000 0.00 89 CONCRETE BARRIER (TYPE 60D) M 142.0000 440,200.00 324.000 46,008.00 90 CONCRETE BARRIER (TYPE 60E) M 680.0000 176,800.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 60E MODIFIED) M 880.0000 114,400.00 0.000 0.00 92 CONCRETE BARRIER (TYPE 736) M 200.0000 9,400.00 0.000 0.00 F) 93 CONCRETE BARRIER (TYPE 736B MODIFIED) M 320.0000 70,400.00 0.000 0.00 94 CONCRETE BARRIER (TYPE 736 MODIFIED) M 205.0000 1,122,990.00 0.000 0.00 F) 95 CONCRETE BARRIER (TYPE 736A MODIFIED) M 205.0000 219,350.00 0.000 0.00 96 CONCRETE BARRIER (TYPE 736B) M 315.0000 97,650.00 455.000 143,325.00 97 THERMOPLASTIC PAVEMENT MARKING M2 45.4000 16,798.00 0.000 0.00 S) 98 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 630.50 0.000 0.00 S) (BROKEN 11.0 M - 3.50 M) 99 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 48,600.00 0.000 0.00 S) 00 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.8500 9,291.00 0.000 0.00 S) 01 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5700 1,385.10 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 02 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4800 14,352.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 265.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 04 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 22,000.00 0.000 0.00 S) 05 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 25,830.00 0.000 0.00 S) 06 LIGHTING (TEMPORARY) LS 123,000.0000 123,000.00 0.310 38,130.00 S) 07 53 MM ELECTRICAL CONDUIT M 43.5000 36,540.00 0.000 0.00 S) 08 COMMUNICATION CONDUIT (BRIDGE) M 119.0000 130,900.00 0.000 0.00 S) 09 SEISMIC MONITORING SYSTEM LS 177,100.0000 177,100.00 0.000 0.00 S) 10 AUTOMATIC VEHICLE CLASSIFICATION STATION LS 192,200.0000 192,200.00 0.150 28,830.00 S) 11 TRAFFIC MONITORING STATION (LOCATION 1) LS 79,900.0000 79,900.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 04/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:30 AM ESTIMATE NO. 09 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 04/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 TRAFFIC MONITORING STATION (LOCATION 2) LS 75,600.0000 75,600.00 0.000 0.00 S) 13 TRAFFIC MONITORING STATION (LOCATION 3) LS 17,300.0000 17,300.00 0.000 0.00 S) 14 CLOSED CIRCUIT TELEVISION CAMERA LS 46,400.0000 46,400.00 0.000 0.00 S) (LOCATION GS448) 15 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 304,600.0000 304,600.00 0.030 9,138.00 S) 16 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1641,600.0000 1,641,600.00 0.100 164,160.00 0.280 459,648.00 S) 17 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 18 SYSTEM TESTING AND DOCUMENTATION LS 6,800.0000 6,800.00 0.000 0.00 S) 19 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 20 TEMPORARY CULVERT M 500.0000 110,000.00 122.270 61,135.00 21 TRAFFIC CONE EA 50.0000 950.00 0.000 0.00 S) 22 REMOVE CHAIN LINK FENCE M 10.0000 120.00 12.000 120.00 23 PRECAST PANEL CONCRETE PAVEMENT M3 2,995.0000 389,350.00 0.000 0.00 24 BAR REINFORCING STEEL (GSRD) KG 2.3000 35,585.60 0.000 0.00 SF) 25 CLEAN AND PAINT CONCRETE SURFACES M2 11.0000 28,930.00 0.000 0.00 (TUNNEL) 26 STAINLESS STEEL (GSRD) (TYPE 1) KG 49.0000 114,072.00 0.000 0.00 SF) 27 UNDERCROSSING ELECTRICAL WORK LS 3421,400.0000 3,421,400.00 0.010 34,214.00 0.150 513,210.00 PROGRAM CAS145 PAGE 10 DATE 04/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:30 AM ESTIMATE NO. 09 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 04/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,522,738.81 19,939,419.73 ADJUSTMENT OF COMPENSATION 914.40 3,507.60 EXTRA WORK 750,108.99 2,495,175.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,273,762.20 22,438,103.25 28 MOBILIZATION LS 307,938.0000 10,307,938.00 0.950 9,792,541.10 ORIGINAL CONTRACT AMOUNT 114,415,513.75 TOTAL WORK COMPLETED 4,273,762.20 32,230,644.35 MATERIALS ON HAND ON SITE 4,300,234.49 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 4,273,762.20 36,530,878.84 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 05/01/08 1250 07/10/08 00/00/00 08/22/12 165 28 0 0 27% 17% PROGRESS IS SATISFACTORY YOUNG, FRED RESIDENT ENGINEER PROGRAM CAS145 DATE 04/24/09