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 03/25/09 EST. NO.08 TIME 11:03 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 0002 1,988.81 E.W. @ F.A.(+) 082908 N 0010.0 0198 6,271.00 111808 N 0248.0 0246 194.36 121708 N 0366.0 0301 670.12 012509 N 0474.0 0302 68.38 012909 N 0475.0 0331 194.36 021909 N 0524.0 0332 194.36 021909 N 0525.0 0333 194.36 022009 N 0526.0 0334 194.36 022009 N 0527.0 0335 194.36 022109 N 0531.0 0336 194.36 022109 N 0532.0 0337 194.36 022209 N 0533.0 0338 194.36 022209 N 0534.0 0350 194.36 022309 N 0539.0 0351 194.36 022309 N 0540.0 0352 194.36 022309 N 0541.0 0353 194.36 022409 N 0542.0 0354 194.36 022509 N 0543.0 0355 194.36 022609 N 0544.0 0356 194.36 022409 N 0545.0 0357 194.36 022509 N 0546.0 0358 194.36 022609 N 0547.0 0359 194.36 022409 N 0548.0 0360 194.36 022509 N 0549.0 0361 194.36 022609 N 0550.0 0362 194.36 022709 N 0551.0 0363 194.36 022809 N 0552.0 0364 194.36 030109 N 0553.0 0365 194.36 022709 N 0554.0 0366 194.36 022809 N 0555.0 0367 194.36 030109 N 0556.0 0368 194.36 022709 N 0557.0 0369 194.36 022809 N 0558.0 0370 194.36 030109 N 0559.0 0371 194.36 030209 N 0568.0 0372 194.36 030209 N 0570.0 0373 194.36 030309 N 0571.0 0374 1,190.83 030209 N 0572.0 0375 1,604.87 030309 N 0573.0 0382 194.36 030409 N 0580.0 0383 194.36 030509 N 0581.0 0384 194.36 030609 N 0582.0 0385 194.36 030709 N 0583.0 0386 194.36 030809 N 0584.0 0387 194.36 030409 N 0585.0 0388 194.36 030509 N 0586.0 0389 194.36 030609 N 0587.0 0390 194.36 030709 N 0588.0 0391 194.36 030809 N 0589.0 0396 194.36 030909 N 0590.0 0397 194.36 031009 N 0591.0 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 03/25/09 EST. NO.08 TIME 11:03 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 --------------------------------------------------------------------------- 0398 194.36 031109 N 0592.0 0399 194.36 031209 N 0593.0 0400 194.36 031309 N 0594.0 0401 194.36 031409 N 0595.0 0402 194.36 031509 N 0596.0 0403 194.36 030909 N 0597.0 0404 194.36 031009 N 0598.0 0405 194.36 031109 N 0599.0 0406 194.36 031209 N 0600.0 0407 194.36 031309 N 0601.0 0408 194.36 031409 N 0602.0 0409 194.36 031509 N 0603.0 0410 194.36 030209 N 0604.0 0411 194.36 030309 N 0605.0 0412 194.36 030409 N 0606.0 0413 194.36 030509 N 0607.0 0414 194.36 030609 N 0608.0 0415 194.36 030709 N 0609.0 0416 194.36 030809 N 0610.0 0417 194.36 030909 N 0611.0 0418 194.36 031009 N 0612.0 0419 194.36 031109 N 0613.0 0420 194.36 031209 N 0614.0 0421 194.36 031309 N 0615.0 0422 194.36 031409 N 0616.0 0423 194.36 031509 N 0617.0 0424 1,646.95 031209 N 0628.0 0425 194.36 031609 N 0629.0 0426 194.36 031709 N 0630.0 0427 194.36 031809 N 0631.0 0428 194.36 031609 N 0632.0 0429 194.36 031709 N 0633.0 0430 194.36 031809 N 0634.0 0431 194.36 031609 N 0635.0 0432 194.36 031709 N 0636.0 0433 194.36 031809 N 0637.0 003 0003 472.40 A.C. @ U.P.(+) 123108 Y 5040.0 0004 738.40 013109 Y 5052.0 0006 1,382.40 103108 Y 5065.0 004 0002 838.17 E.W. @ F.A.(+) 070108 Y 5002.1 005 0003 1,803.40 E.W. @ F.A.(+) 081808 N 0004.0 016 0003 807.19 E.W. @ F.A.(+) 091708 Y 5003.0 023 0001 5,494.50 E.W. @ F.A.(+) 011309 N 0512.0 0003 11,669.90 011909 N 0514.0 0004 5,495.05 012009 N 0515.0 0006 11,443.30 012209 N 0517.0 0008 5,132.49 013009 N 0519.0 0009 172,889.35 020509 N 0521.0 0010 189,080.56 020509 N 0522.0 0011 1,339.81 010609 N 0418.0 0012 2,963.46 010709 N 0448.0 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 03/25/09 EST. NO.08 TIME 11:03 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 --------------------------------------------------------------------------- 0013 3,883.84 010809 N 0449.0 0014 3,952.27 010909 N 0450.0 0015 3,394.44 011209 N 0451.0 0016 3,828.45 011309 N 0452.0 0017 5,862.95 011509 N 0453.0 0018 1,879.14 011609 N 0454.0 0019 5,999.75 011909 N 0455.0 0020 4,094.85 012009 N 0456.0 0021 9,970.40 121008 N 0467.0 0022 9,970.40 121108 N 0468.0 0023 9,970.40 121208 N 0469.0 0024 2,890.10 012709 N 0473.0 0025 152,781.62 012709 N 0476.0 0026 6,742.17 012809 N 0503.0 0027 4,866.68 012909 N 0504.0 0029 311.65 121108 N 0378.0 0031 653.40 120808 N 0380.0 0033 387.20 121608 N 0384.0 0034 7,286.95 021109 N 0510.0 0035 8,701.98 021209 N 0511.0 0036 243,662.52 022409 N 0560.0 0038 330,349.35 030109 N 0579.0 0042 114,018.40 031209 N 0638.0 0044 189,211.85 031209 N 0640.0 025 0001 513.51 E.W. @ F.A.(+) 011509 Y 5042.0 026 0016 2,463.06 E.W. @ F.A.(+) 120508 N 0567.0 0017 388.56 021609 Y 5072.0 029 0001 1,178.53 E.W. @ F.A.(+) 012609 Y 5049.0 0009 1,922.53 013009 Y 5088.1 0010 255.57 013009 Y 5088.2 0011 1,287.69 020209 Y 5089.1 0012 218.93 020209 Y 5089.2 0013 1,044.73 020309 Y 5090.1 0014 33.07 020309 Y 5090.2 0015 1,606.94 020409 Y 5091.1 1,576,124.02 TOTAL THIS ESTIMATE 171,536.11 TOTAL PREVIOUS ESTIMATE 1,747,660.13 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 03/25/09 EST. NO.08 TIME 11:03 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 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 11:03 AM ESTIMATE NO. 08 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 03/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 03/25/09 LOCATION 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 12.000 60,000.00 150.000 750,000.00 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 0.012 3,600.00 0.143 42,900.00 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 100,000.00 762.000 7,620.00 3,160.650 31,606.50 08 TEMPORARY SILT FENCE M 9.5000 35,625.00 91.460 868.87 418.160 3,972.52 09 TEMPORARY GRAVEL BAG BERM M 15.0000 112,500.00 114.330 1,714.95 414.000 6,210.00 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 2.000 6,000.00 8.000 24,000.00 12 TEMPORARY COVER M2 6.0000 6,000.00 2,211.090 13,266.54 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 7,623.400 4,955.21 (BONDED FIBER MATRIX) 16 STREET SWEEPING LS 250,000.0000 250,000.00 0.012 3,000.00 0.150 37,500.00 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 60,000.0000 60,000.00 0.012 720.00 0.143 8,580.00 18 CONSTRUCTION AREA SIGNS LS 45,600.0000 45,600.00 0.008 364.80 0.359 16,370.40 S) 19 TRAFFIC CONTROL SYSTEM LS 850,000.0000 850,000.00 0.012 10,200.00 0.160 136,000.00 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 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 11:03 AM ESTIMATE NO. 08 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 03/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 245.00 212.000 7,420.00 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 1,232.400 61,620.00 9,620.260 481,013.00 27 TEMPORARY CRASH CUSHION MODULE EA 210.0000 142,800.00 14.000 2,940.00 266.000 55,860.00 28 ABANDON PIPELINE M 160.0000 36,800.00 0.000 0.00 29 OBLITERATE SURFACING M2 4.5000 7,335.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 25.0000 35,750.00 357.500 8,937.50 398.680 9,967.00 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 19,250.00 902.500 4,512.50 42 REMOVE PIPE M 70.0000 18,900.00 3.000 210.00 43 REMOVE INLET EA 1,200.0000 21,600.00 7.000 8,400.00 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 0.000 0.00 49 CAP INLET EA 1,500.0000 37,500.00 2.000 3,000.00 5.000 7,500.00 PROGRAM CAS145 PAGE 3 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 11:03 AM ESTIMATE NO. 08 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 03/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.150 6,750.00 0.900 40,500.00 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 0.100 25,000.00 0.100 25,000.00 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 0.420 21,000.00 0.700 35,000.00 57 ROADWAY EXCAVATION M3 22.0000 2,662,000.00 52,024.830 1,144,546.26 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 777,800.00 578.000 115,600.00 2,298.030 459,606.00 F) 61 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 369,750.00 0.000 0.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.3000 1,381,712.60 1,295.000 45,713.50 16,967.000 598,935.10 F) 63 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 80.0000 6,240.00 0.000 0.00 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 63.220 25,288.00 119.210 47,684.00 SF) 67 STRUCTURE BACKFILL (RETAINING WALL) M3 51.0000 1,524,900.00 1,213.000 61,863.00 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 275,550.00 150.000 16,500.00 595.110 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 3,966.580 277,660.60 20,199.620 1,413,973.40 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 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 11:03 AM ESTIMATE NO. 08 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 03/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,561,900.00 186.000 34,782.00 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 6,838,200.00 935.000 244,970.00 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 411,345.00 400.000 5,540.00 1,440.000 19,944.00 91 SEAL LONGITUDINAL ISOLATION JOINT M 30.3500 342,955.00 550.000 16,692.50 1,290.000 39,151.50 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 30.500 4,575.00 S) 95 FURNISH STEEL SOLDIER PILING (W360X347) M 500.0000 52,000.00 0.000 0.00 96 2.6 M PERMANENT STEEL CASING M 3,300.0000 610,500.00 23.300 76,890.00 123.060 406,098.00 97 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 260.0000 349,700.00 0.000 0.00 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 0.000 0.00 S) PILING 00 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 2,330,000.00 16.900 84,500.00 247.740 1,238,700.00 S) PILING (ROCK SOCKET) 01 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 481,000.00 2.600 6,760.00 102.360 266,136.00 PILING 02 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 1,792,000.00 0.600 9,600.00 10.800 172,800.00 S) PILING 03 4.1 M CAST-IN-DRILLED-HOLE CONCRETE M 17,000.0000 952,000.00 13.400 227,800.00 S) PILING PROGRAM CAS145 PAGE 5 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 11:03 AM ESTIMATE NO. 08 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 03/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) PILING (ROCK SOCKET) 05 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 11,000.0000 1,254,000.00 13.700 150,700.00 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 61.200 36,720.00 F) 11 STRUCTURAL CONCRETE, BRIDGE M3 1,040.0000 22,226,880.00 237.160 246,646.40 746.180 776,027.20 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 20.000 10,000.00 2,748.070 1,374,035.00 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 0.770 1,235.85 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 1,100.000 55,000.00 1,800.000 90,000.00 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 10,717,813.20 102,903.000 174,935.10 950,354.000 1,615,601.80 SF) PROGRAM CAS145 PAGE 6 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 11:03 AM ESTIMATE NO. 08 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 03/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 22,228.000 40,010.40 254,779.880 458,603.78 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 73.330 34,831.75 347.510 165,067.25 F) 34 ISOLATION COLUMN CASING M 3,500.0000 791,000.00 16.200 56,700.00 31.400 109,900.00 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 0.000 0.00 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 13.400 5,628.00 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 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 11:03 AM ESTIMATE NO. 08 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 03/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 26.000 19,110.00 CONSTRUCTION) 67 MINOR CONCRETE (STAMPED CONCRETE) M2 86.0000 122,980.00 0.000 0.00 68 MISCELLANEOUS IRON AND STEEL KG 4.3500 76,207.65 110.000 478.50 258.000 1,122.30 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 16,166.00 548.000 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 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 11:03 AM ESTIMATE NO. 08 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 03/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 11:03 AM ESTIMATE NO. 08 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 03/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.070 114,912.00 0.180 295,488.00 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 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 0.070 239,498.00 0.140 478,996.00 PROGRAM CAS145 PAGE 10 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 11:03 AM ESTIMATE NO. 08 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 03/20/09 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,397,757.93 16,416,680.92 ADJUSTMENT OF COMPENSATION 2,593.20 2,593.20 EXTRA WORK 1,573,530.82 1,745,066.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,973,881.95 18,164,341.05 28 MOBILIZATION LS 307,938.0000 10,307,938.00 0.200 2,061,587.60 0.950 9,792,541.10 ORIGINAL CONTRACT AMOUNT 114,415,513.75 TOTAL WORK COMPLETED 6,035,469.55 27,956,882.15 MATERIALS ON HAND ON SITE 4,716,589.01 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 6,035,469.55 32,673,471.16 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 08/17/12 147 25 0 0 24% 15% PROGRESS IS SATISFACTORY YOUNG, FRED RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 03/25/09