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 04/25/12 EST. NO.45 TIME 09:14 AM R.E. NAME: CHOU, MICHAEL 07-166814 --------------------------------------------------------------------------- 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 0364 2,318.58 E.W. @ F.A.(+) 071510 N 1015.0 0372 3,033.77 072611 N 4820.1 0373 7,352.24 082610 N 0603.0 0376 2,827.05 101811 N 4915.0 0379 2,518.03 072511 N 4819.1 0380 1,708.67 091811 N 4867.0 0381 1,622.96 110211 N 4879.0 0384 532.58 073011 N 4861.0 0385 585.99 091011 N 4862.0 0386 548.93 091111 N 4863.0 0387 610.70 091611 N 4864.0 0388 558.54 091711 N 4865.0 0389 759.10 072911 N 4866.0 0390 860.46 091811 N 4868.0 0391 658.72 091811 N 4869.0 0392 454.87 092311 N 4870.0 0393 268.99 092311 N 4871.0 0394 585.99 092411 N 4872.0 0395 658.72 092511 N 4873.0 0396 493.73 093011 N 4874.0 0397 494.04 100211 N 4875.0 0398 488.56 101411 N 4876.0 0399 778.11 101511 N 4877.0 0400 741.05 101611 N 4878.0 0401 247.86 120511 N 4880.0 0402 796.65 121011 N 4881.0 0403 993.00 122011 N 4882.0 0404 345.85 122211 N 4883.0 0405 268.99 010612 N 4885.0 0406 498.99 121311 N 4886.0 0407 246.73 122711 N 4884.0 0408 2,410.52 110210 N 2375.0 0409 238.25 121310 N 2543.1 0410 1,452.10 120110 N 5033.0 0411 1,995.91 120210 N 5034.0 0412 1,823.58 120310 N 5035.0 0413 1,126.41 120610 N 5036.0 0414 1,177.20 120710 N 5037.0 0415 649.92 121410 N 5038.0 0417 2,665.38 111810 N 2377.0 0418 1,691.89 081310 N 4664.0 0421 8,424.84 082811 N 4658.0 0422 151.30 091011 N 5043.0 0423 4,519.83 020810 N 2637.1 0424 6,085.68 071411 N 5066.0 0425 6,784.24 082811 N 5070.0 002 0219 91.08 E.W. @ F.A.(+) 080411 N 4720.1 0220 62.94 091311 N 4726.1 0221 3,336.57 091411 N 4727.1 0222 404.58 091511 N 4733.1 0223 367.19 111711 N 4776.1 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 04/25/12 EST. NO.45 TIME 09:14 AM R.E. NAME: CHOU, MICHAEL 07-166814 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0224 257.63 111611 N 4777.1 0225 270.64 111511 N 4778.1 0239 670.33 021512 N 5059.0 007 0001 3,256.34 E.W. @ F.A.(+) 020212 N 5047.0 0002 3,256.34 020612 N 5049.0 0003 3,256.34 020812 N 5050.0 0004 3,256.34 020912 N 5051.0 0005 4,168.63 020112 N 5046.0 0006 3,242.84 020312 N 5048.0 008 0003 5,000.98 E.W. @ F.A.(+) 110811 N 5196.0 016 0027 8,569.56 E.W. @ F.A.(+) 030511 N 4842.0 026 0026 890.68 E.W. @ F.A.(+) 021512 N 5197.0 0027 133.72 032312 N 5198.0 0028 1,052.67 033012 N 5199.0 0029 87.52 032912 N 5200.0 0030 1,257.47 033012 N 5201.0 0031 978.72 040212 N 5202.0 0032 184.37 040212 N 5203.0 0033 206.01 041311 N 5204.0 029 0008 -65,796.00 A.C. @ U.P.(-) 041912 N 8 0 038 0007 17,246.25 E.W. @ L.S.(+) 041912 N 7 0 043 0007 179.44 E.W. @ F.A.(+) 100411 N 4796.1 049 0049 11,882.31 E.W. @ F.A.(+) 101911 N 5028.0 0050 278.33 083011 N 4841.0 0051 7,601.60 061711 N 5065.0 050 0024 2,130.11 E.W. @ F.A.(+) 101410 N 0880.0 0025 4,694.48 092810 N 4923.0 0026 3,406.97 022411 N 4926.0 0027 1,199.57 101310 N 4924.0 0028 2,567.18 013111 N 4925.0 051 0093 972.74 E.W. @ F.A.(+) 100710 N 4927.0 0094 524.55 021712 N 5061.0 052 0007 7,283.10 E.W. @ F.A.(+) 080911 N 4890.0 0009 7,702.80 081111 N 4892.0 0016 17,777.77 093011 N 4899.0 0031 6,355.76 100311 N 4911.0 0033 1,144.70 093011 N 4896.1 055 0003 7,358.88 E.W. @ F.A.(+) 010611 N 4949.0 0004 709.02 020611 N 5087.0 0005 784.98 030611 N 5088.0 0006 759.66 040611 N 5089.0 0007 784.98 050611 N 5090.0 0008 759.66 060611 N 5091.0 0009 784.98 070611 N 5092.0 0010 784.98 080611 N 5093.0 0011 759.66 090611 N 5094.0 0012 784.98 100611 N 5095.0 0013 759.66 110611 N 5096.0 0014 784.98 120611 N 5097.0 0015 784.98 010612 N 5098.0 0016 734.34 020612 N 5099.0 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 04/25/12 EST. NO.45 TIME 09:14 AM R.E. NAME: CHOU, MICHAEL 07-166814 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0017 784.98 030612 N 5100.0 063 0009 4,918.09 E.W. @ F.A.(+) 020411 N 4950.0 0010 3,463.82 021011 N 4951.0 0011 1,859.62 021011 N 4952.0 0012 1,044.49 021411 N 4953.0 069 0044 4,659.71 E.W. @ F.A.(+) 031511 N 4954.0 071 0001-1 -14,098.79 E.W. @ F.A.(+) 062511 N 2643.0 DAO CORRECTING ENTRY 0004 17,894.44 062511 N 2643.2 072 0012 727.58 E.W. @ F.A.(+) 062311 N 2726.0 0013 4,350.12 051111 N 4956.0 0015 3,055.91 052311 N 4960.0 073 0002 981.37 E.W. @ F.A.(+) 062111 N 2723.0 0003 4,182.91 062211 N 4962.0 074 0039 814.79 E.W. @ F.A.(+) 121411 N 4847.1 0040 814.79 121511 N 4848.1 0041 814.79 121911 N 4849.1 0042 814.79 010412 N 4966.1 0043 814.79 010512 N 4967.1 0044 814.79 010612 N 4968.1 0045 814.79 010912 N 4969.1 0046 814.79 011012 N 4970.1 0047 814.79 011112 N 4971.1 0048 814.79 011212 N 4972.1 0049 814.79 011612 N 4974.1 0050 814.79 011712 N 4975.1 0051 794.73 012312 N 4978.1 0052 1,638.17 012612 N 5031.0 0053 1,638.17 012712 N 5032.0 0054 1,679.11 020812 N 5052.0 0055 2,333.48 021512 N 5053.0 0056 3,111.29 021612 N 5054.0 0057 1,679.11 022012 N 5055.0 0058 1,177.10 022212 N 5056.0 0059 115.27 022312 N 5057.0 0060 7,390.66 092611 N 5136.0 0061 13,419.63 092711 N 5138.0 0062 12,342.14 120511 N 5161.0 0063 5,575.03 120711 N 5164.0 0064 6,187.18 120811 N 5165.0 0065 7,034.02 120911 N 5166.0 0066 9,880.73 121911 N 5169.0 0067 8,311.91 122011 N 5171.0 0068 7,615.83 122111 N 5172.0 0069 11,562.72 122111 N 5173.0 0070 13,424.80 121611 N 5168.0 077 0003 3,826.23 E.W. @ F.A.(+) 051911 N 4845.0 080 0001 2,131.53 E.W. @ F.A.(+) 092111 N 4964.0 0002 1,287.12 092211 N 4965.0 082 0010 471.63 E.W. @ F.A.(+) 101811 N 4822.1 0011 1,916.46 051911 N 4922.0 086 0001 8,522.25 E.W. @ F.A.(+) 100711 N 4809.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 04/25/12 EST. NO.45 TIME 09:14 AM R.E. NAME: CHOU, MICHAEL 07-166814 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0002 1,240.25 103111 N 4810.0 0003 2,480.50 111411 N 4811.0 0004 2,480.50 112211 N 4812.0 0005 1,240.25 112811 N 4813.0 0006 1,240.25 121311 N 4916.0 0007 2,065.25 121611 N 4917.0 0008 1,240.25 122311 N 4918.0 0009 1,240.25 122911 N 4919.0 0010 1,240.25 010612 N 4920.0 0011 1,240.25 120511 N 4921.0 087 0005-1 -779.10 E.W. @ F.A.(+) 082111 N 4761.0 DAO CORRECTING ENTRY 0006-1 -225.94 083011 N 4762.0 DAO CORRECTING ENTRY 0007-1 -225.94 090611 N 4763.0 DAO CORRECTING ENTRY 0008-1 -225.94 083111 N 4764.0 DAO CORRECTING ENTRY 088 0001 3,985.51 E.W. @ F.A.(+) 020912 N 5130.0 0002 2,939.62 021312 N 5131.0 0003 4,382.62 021412 N 5132.0 0004 1,933.72 021612 N 5133.0 0005 5,395.65 020812 N 5129.0 376,358.62 TOTAL THIS ESTIMATE 5,912,988.80 TOTAL PREVIOUS ESTIMATE 6,289,347.42 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 04/25/12 EST. NO.45 TIME 09:14 AM R.E. NAME: CHOU, MICHAEL 07-166814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE REOPEN -104,500.00 10 LEAD COMPLIANCE VIOL -50,000.00 13 SWPPP VIOLATION -50,000.00 16 ADLVIOLATION -50,000.00 18 RETURN FOR LEAD VIOL 50,000.00 19 RETURN FOR SWPPP VIO 50,000.00 19 RETURN FOR ADL VIOLA 50,000.00 19 SAFETY VIOLATION -150,000.00 19 RETURN SAFETY VIOL 150,000.00 21 SWPPP VIOLATION -150,000.00 21 SWPPP VIOLATION -20,000.00 24 SWPPP VIOLATION -50,000.00 25 RTN SWPPP DEDUCTIONS 220,000.00 27 SWPPP DEDUCTION -100,000.00 27 SWPPP NON-COMPLIANCE -50,000.00 29 SWPPP VIOLATION 150,000.00 31 SWPPP DEDUCTION -50,000.00 38 PER SP SEC9-1.053 -729,630.44 39 RET OCT2011SWPPP VIO 50,000.00 39 PER SP SEC 9-1.053 -439,622.93 41 RET EST.39 25% WITHH 729,630.44 41 LIQDAM SEC8-107 12DA -289,200.00 44 PER SP SEC 9-1.053 439,622.93 45 25%WTHOLD SEC9-1.053 -407,725.51 45 31,897.42 -801,425.51 LABOR COMPLIANCE VIOLATION MAY & JUNE 2011 -10,000.00 35 JULY 2011 -10,000.00 36 MAY & JUNE 2011 10,000.00 37 JULY 2011 10,000.00 38 SEPT 2011 -10,000.00 38 SEPT 2011 10,000.00 42 FEB 2012 -10,000.00 45 -10,000.00 -10,000.00 TOTAL DEDUCTIONS 21,897.42 -811,425.51 PROGRAM CAS145 PAGE 1 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 09:14 AM ESTIMATE NO. 45 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 04/25/12 LOCATION RERUN PROGRESS ESTIMATE 07-LA-10-18.3/31.3 ----------------------- ATKINSON CONTRACTORS L P IN LOS ANGELES COUNTY AT VARIOUS 27422 PORTOLA PARKWAY STE 250 LOCATIONS FOOTHILL RANCH CA 92610 FED. AID NO. ER-ACIM(10)794 REHABILITATE ROADWAY AND RAMPS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 14,400.0000 14,400.00 0.500 7,200.00 002 TIME-RELATED OVERHEAD WDAY 6,000.0000 3,900,000.00 650.000 3,900,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 50.0000 16,500.00 95.660 4,783.00 235.660 11,783.00 004 CONSTRUCTION SITE MANAGEMENT LS 45,000.0000 45,000.00 0.030 1,350.00 1.000 45,000.00 005 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 (S) PREVENTION PLAN 006 TEMPORARY FIBER ROLL M 9.0000 156,600.00 13,723.000 123,507.00 007 TEMPORARY CONSTRUCTION ENTRANCE EA 4,100.0000 254,200.00 24.000 98,400.00 008 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 216,000.00 521.000 208,400.00 009 TEMPORARY HYDRAULIC MULCH M2 2.0000 44,600.00 22,640.000 45,280.00 (S) (BONDED FIBER MATRIX) 010 STREET SWEEPING LS 500,000.0000 500,000.00 0.010 5,000.00 1.000 500,000.00 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 220,000.0000 220,000.00 0.990 217,800.00 012 CONSTRUCTION AREA SIGNS LS 350,000.0000 350,000.00 0.010 3,500.00 0.990 346,500.00 (S) 013 TRAFFIC CONTROL SYSTEM LS 750,000.0000 6,750,000.00 0.020 135,000.00 0.980 6,615,000.00 (S) 014 TYPE II BARRICADE EA 45.0000 495.00 11.000 495.00 11.000 495.00 (S) 015 TYPE III BARRICADE EA 90.0000 31,500.00 341.000 30,690.00 (S) 016 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 23,000.00 1,229.510 24,590.20 (S) 017 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3500 234,500.00 599,879.000 209,957.65 (S) 018 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 81,200.00 963.000 38,520.00 (S) 019 TEMPORARY PAVEMENT MARKER EA 2.5000 267,500.00 92,954.000 232,385.00 (S) 020 TEMPORARY TERMINAL SECTION (TYPE K) EA 710.0000 29,820.00 25.000 17,750.00 (S) 021 TEMPORARY RAILING (TYPE K) M 32.0000 2,499,200.00 73,906.000 2,364,992.00 022 TEMPORARY CRASH CUSHION MODULE EA 185.0000 160,950.00 417.000 77,145.00 (S) PROGRAM CAS145 PAGE 2 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 09:14 AM ESTIMATE NO. 45 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 22,000.0000 88,000.00 0.000 0.00 (S) 024 TEMPORARY TRAFFIC SCREEN M 15.0000 415,500.00 20,786.000 311,790.00 025 ABANDON CULVERT M 140.0000 26,600.00 6.000 840.00 66.000 9,240.00 026 REMOVE CHAIN LINK FENCE M 25.0000 25,500.00 179.000 4,475.00 (S) 027 REMOVE GATE EA 500.0000 1,000.00 2.000 1,000.00 (S) 028 REMOVE METAL BEAM GUARD RAILING M 15.0000 24,000.00 77.940 1,169.10 1,541.940 23,129.10 (S) 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 0.8000 141,600.00 146,723.000 117,378.40 (S) STRIPE 030 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 670,000.00 6,201.000 6,201.00 203,923.000 203,923.00 (S) 031 REMOVE PAVEMENT MARKING M2 12.0000 3,960.00 233.530 2,802.36 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0000 68,700.00 80,796.040 80,796.04 (S) 033 REMOVE PAVEMENT MARKER EA 0.5000 26,550.00 120,234.000 60,117.00 (S) 034 REMOVE ROADSIDE SIGN EA 100.0000 27,000.00 224.000 22,400.00 035 REMOVE SIGN STRUCTURE EA 3,000.0000 39,000.00 13.000 39,000.00 036 REMOVE CURB M 15.0000 115,650.00 146.000 2,190.00 6,320.000 94,800.00 037 REMOVE PIPE M 30.0000 83,400.00 27.500 825.00 2,804.600 84,138.00 038 REMOVE INLET EA 1,500.0000 180,000.00 1.000 1,500.00 107.000 160,500.00 039 REMOVE HEADWALL LS 3,000.0000 3,000.00 1.000 3,000.00 040 REMOVE RETAINING WALL (PORTION) M3 1,000.0000 2,000.00 0.000 0.00 041 REMOVE CONCRETE DECK SURFACE M2 155.0000 40,765.00 35.700 5,533.50 73.628 11,412.34 042 SALVAGE CONCRETE BARRIER (TYPE K) M 17.0000 20,060.00 186.000 3,162.00 043 RECONSTRUCT CHAIN LINK FENCE M 50.0000 10,000.00 0.000 0.00 (S) 044 RECONSTRUCT METAL BEAM GUARD RAILING M 55.0000 167,200.00 254.530 13,999.15 2,726.090 149,934.95 (S) (WOOD POST) 045 RELOCATE CONCRETE BARRIER (TYPE K) M 16.0000 18,880.00 1,171.000 18,736.00 046 ADJUST INLET EA 2,100.0000 102,900.00 53.000 111,300.00 047 ADJUST MANHOLE EA 800.0000 8,800.00 -4.000 -3,200.00 12.000 9,600.00 048 ADJUST MANHOLE TO GRADE EA 800.0000 12,000.00 4.000 3,200.00 15.000 12,000.00 049 MODIFY INLET EA 4,000.0000 28,000.00 10.000 40,000.00 PROGRAM CAS145 PAGE 3 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 09:14 AM ESTIMATE NO. 45 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE M3 125.0000 81,250.00 642.200 80,275.00 649.000 81,125.00 051 REMOVE CONCRETE (CURB AND GUTTER) M 18.0000 270,000.00 13,046.000 234,828.00 052 REMOVE CONCRETE BARRIER M 65.0000 18,200.00 200.000 13,000.00 053 PREPARE CONCRETE BRIDGE DECK SURFACE M2 35.0000 9,205.00 35.700 1,249.50 73.628 2,576.98 054 CLEAN BRIDGE DECK M2 4.0000 39,464.00 1,652.348 6,609.39 055 CAP INLET EA 1,800.0000 63,000.00 -1.000 -1,800.00 38.000 68,400.00 056 CAP REINFORCED CONCRETE BOX OPENING EA 1,600.0000 1,600.00 0.000 0.00 057 REMOVE RAILING M 100.0000 1,600.00 15.000 1,500.00 058 REMOVE EXISTING METAL RAILING M 10.0000 2,810.00 281.000 2,810.00 059 BRIDGE REMOVAL (PORTION), LOCATION A LS 5,000.0000 5,000.00 0.000 0.00 060 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000.00 061 BRIDGE REMOVAL (PORTION), LOCATION C LS 25,000.0000 25,000.00 1.000 25,000.00 062 BRIDGE REMOVAL (PORTION), LOCATION D LS 47,000.0000 47,000.00 0.360 16,920.00 063 BRIDGE REMOVAL (PORTION), LOCATION E LS 20,000.0000 20,000.00 1.000 20,000.00 064 BRIDGE REMOVAL (PORTION), LOCATION F LS 20,000.0000 20,000.00 1.000 20,000.00 065 BRIDGE REMOVAL (PORTION), LOCATION G LS 4,000.0000 4,000.00 1.000 4,000.00 066 BRIDGE REMOVAL (PORTION), LOCATION H LS 25,000.0000 25,000.00 1.000 25,000.00 067 BRIDGE REMOVAL (PORTION), LOCATION I LS 14,000.0000 14,000.00 1.000 14,000.00 068 BRIDGE REMOVAL (PORTION), LOCATION J LS 17,000.0000 17,000.00 1.000 17,000.00 069 BRIDGE REMOVAL (PORTION), LOCATION K LS 52,000.0000 52,000.00 1.000 52,000.00 070 BRIDGE REMOVAL (PORTION), LOCATION L LS 5,000.0000 5,000.00 1.000 5,000.00 071 BRIDGE REMOVAL (PORTION), LOCATION M LS 4,000.0000 4,000.00 1.000 4,000.00 072 BRIDGE REMOVAL (PORTION), LOCATION N LS 8,000.0000 8,000.00 1.000 8,000.00 073 CLEARING AND GRUBBING LS 48,960.0000 48,960.00 0.030 1,468.80 1.000 48,960.00 074 ROADWAY EXCAVATION M3 35.0000 7,455,000.00 2,479.340 86,776.90 202,997.760 7,104,921.60 075 ROADWAY EXCAVATION (TYPE Z-2) M3 190.0000 1,656,800.00 206.070 39,153.30 2,706.070 514,153.30 (AERIALLY DEPOSITED LEAD) 076 LEAD COMPLIANCE PLAN LS 9,600.0000 9,600.00 1.000 9,600.00 (S) PROGRAM CAS145 PAGE 4 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 09:14 AM ESTIMATE NO. 45 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 SAND BACKFILL M3 150.0000 4,605.00 0.700 105.00 11.200 1,680.00 (F) 078 DITCH EXCAVATION M3 40.0000 1,320.00 33.000 1,320.00 079 IMPORTED BORROW M3 9.0000 3,960.00 436.000 3,924.00 080 HIGHWAY PLANTING LS 135,000.0000 135,000.00 0.330 44,550.00 0.850 114,750.00 (S) 081 EROSION CONTROL (TYPE D) M2 8.2500 2,475.00 0.000 0.00 (S) 082 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.080 4,000.00 0.480 24,000.00 (S) 083 IRRIGATION SYSTEM LS 370,000.0000 370,000.00 0.040 14,800.00 0.950 351,500.00 (S) 084 200 MM CORRUGATED HIGH DENSITY M 95.0000 84,550.00 778.350 73,943.25 (S) POLYETHYLENE PIPE CONDUIT 085 EXTEND 200 MM CONDUIT M 600.0000 2,400.00 4.000 2,400.00 (S) 086 AGGREGATE BASE (APPROACH SLAB) M3 125.0000 22,000.00 89.440 11,180.00 087 CLASS 3 AGGREGATE BASE M3 60.0000 3,096,000.00 1,825.870 109,552.20 49,782.550 2,986,953.00 088 LEAN CONCRETE BASE M3 155.0000 3,394,500.00 20,748.420 3,216,005.10 089 LEAN CONCRETE BASE (RAPID SETTING) M3 374.0000 5,647,400.00 17.770 6,645.98 14,622.500 5,468,815.00 090 HOT MIX ASPHALT TONN 106.0000 11,130,000.00 187.880 19,915.28 102,764.220 10,893,007.32 091 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 119.0000 2,808,400.00 -110.310 -13,126.89 25,776.090 3,067,354.71 092 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 3.0000 2,100.00 539.010 1,617.03 093 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.0000 2,460.00 20.000 60.00 510.210 1,530.63 094 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.0000 50,400.00 21.000 63.00 16,199.290 48,597.87 095 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.0000 19,050.00 561.000 1,683.00 7,174.400 21,523.20 096 PLACE HOT MIX ASPHALT M2 6.0000 46,140.00 6,386.760 38,320.56 (MISCELLANEOUS AREA) 097 CONCRETE PAVEMENT M3 183.0000 6,807,600.00 35,000.060 6,405,010.98 098 CONCRETE PAVEMENT M3 418.0000 11,704,000.00 221.960 92,779.28 27,399.450 11,452,970.10 (RAPID STRENGTH CONCRETE) 099 CONCRETE PAVEMENT (RAMP TERMINI) M3 323.0000 855,950.00 2,786.000 899,878.00 100 CONCRETE PAVEMENT (RAMP TERMINI) M3 530.0000 265,000.00 431.890 228,901.70 (RAPID STRENGTH CONCRETE) 101 REPLACE CONCRETE PAVEMENT M3 671.0000 12,078,000.00 23.878 16,022.14 19,224.776 12,899,824.70 (RAPID STRENGTH CONCRETE) 102 SEAL PAVEMENT JOINT M 15.0000 1,135,500.00 21,932.000 328,980.00 60,192.000 902,880.00 103 TIE BAR (DRILL AND BOND) EA 10.0000 917,000.00 5,337.000 53,370.00 84,967.000 849,670.00 PROGRAM CAS145 PAGE 5 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 09:14 AM ESTIMATE NO. 45 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 GRIND EXISTING CONCRETE M2 4.7000 2,909,300.00 56,000.000 263,200.00 608,580.000 2,860,326.00 (S) PAVEMENT 105 STRUCTURAL CONCRETE, RETAINING WALL M3 1,200.0000 13,680.00 0.000 0.00 (F) 106 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,550.0000 2,735,750.00 1,798.308 2,787,377.40 (TYPE R) 107 CLASS 1 CONCRETE (BOX CULVERT) M3 1,800.0000 16,380.00 9.060 16,308.00 (F) 108 MINOR CONCRETE (MINOR STRUCTURE) M3 2,650.0000 2,304,705.00 0.610 1,616.50 777.300 2,059,845.00 (F) 109 MINOR CONCRETE (BACKFILL) M3 160.0000 19,200.00 24.840 3,974.40 110 PAVING NOTCH EXTENSION M3 20,000.0000 508,000.00 27.991 559,820.00 111 DRILL AND BOND DOWEL M 40.0000 4,400.00 48.262 1,930.48 112 CLEAN EXPANSION JOINT M 131.0000 132,441.00 0.000 0.00 113 REFINISH BRIDGE DECK M2 275.0000 51,425.00 468.125 128,734.38 114 FURNISH POLYESTER CONCRETE OVERLAY M3 3,700.0000 19,980.00 0.680 2,516.00 0.910 3,367.00 115 PLACE POLYESTER CONCRETE OVERLAY M2 235.0000 61,805.00 35.700 8,389.50 86.635 20,359.23 (F) 116 CORE TREATED BRIDGE DECK EA 125.0000 7,500.00 0.000 0.00 117 JOINT SEAL (MR 30 MM) M 150.0000 36,000.00 0.000 0.00 (S) 118 JOINT SEAL (MR 15 MM) M 150.0000 216,000.00 0.000 0.00 (S) 119 BAR REINFORCING STEEL KG 3.0000 4,699.80 463.040 1,389.12 (SF) 120 BAR REINFORCING STEEL (BOX CULVERT) KG 3.5000 1,949.50 557.000 1,949.50 (SF) 121 TREAT BRIDGE DECK M2 4.0000 39,464.00 1,652.348 6,609.39 (F) 122 FURNISH BRIDGE DECK TREATMENT MATERIAL L 17.0000 76,007.00 639.735 10,875.50 123 FURNISH SIGN STRUCTURE (TRUSS) KG 13.0000 232,414.00 0.000 0.00 (F) 124 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 17,878.00 0.000 0.00 (SF) 125 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 12,150.00 0.000 0.00 126 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 11,250.00 75.000 11,250.00 (2.0 MM-UNFRAMED) 127 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 39,000.00 260.000 39,000.00 (1.6 MM-FRAMED) 128 1524 MM CAST-IN-DRILLED-HOLE M 4,100.0000 61,500.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 129 ROADSIDE SIGN - ONE POST EA 325.0000 87,750.00 251.000 81,575.00 130 450 MM REINFORCED CONCRETE PIPE M 220.0000 1,199,000.00 167.500 36,850.00 5,581.440 1,227,916.80 PROGRAM CAS145 PAGE 6 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 09:14 AM ESTIMATE NO. 45 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 525 MM REINFORCED CONCRETE PIPE M 600.0000 4,800.00 7.100 4,260.00 132 600 MM REINFORCED CONCRETE PIPE M 250.0000 262,500.00 823.600 205,900.00 133 450 MM CORRUGATED STEEL PIPE M 340.0000 108,800.00 2.500 850.00 308.600 104,924.00 (2.01 MM THICK) 134 450 MM SLOTTED CORRUGATED STEEL PIPE M 360.0000 3,996,000.00 -53.400 -19,224.00 9,980.100 3,592,836.00 (2.01 MM THICK) 135 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 525.0000 16,800.00 0.700 367.50 32.000 16,800.00 (2.01 MM THICK) 136 450 MM ENTRANCE TAPER EA 700.0000 2,800.00 4.000 2,800.00 137 GRATED LINE DRAIN M 250.0000 80,000.00 286.000 71,500.00 138 450 MM STEEL FLARED END SECTION EA 550.0000 4,950.00 9.000 4,950.00 139 900 MM PRECAST CONCRETE PIPE MANHOLE M 900.0000 18,000.00 -3.800 -3,420.00 10.400 9,360.00 140 ROCK SLOPE PROTECTION M3 250.0000 2,500.00 0.400 100.00 10.000 2,500.00 (FACING, METHOD B) 141 SLOPE PAVING (CONCRETE) M3 450.0000 31,500.00 70.000 31,500.00 142 MINOR CONCRETE (DITCH LINING) M3 500.0000 40,500.00 46.690 23,345.00 124.990 62,495.00 143 ROCK SLOPE PROTECTION FABRIC M2 15.0000 420.00 28.000 420.00 144 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 861,000.00 1,427.760 999,432.00 CONSTRUCTION) 145 RAPID STRENGTH MINOR CONCRETE M3 900.0000 117,000.00 2.078 1,870.20 (CURB AND GUTTER) 146 MINOR CONCRETE (CURB AND SIDEWALK) M3 1,000.0000 7,500.00 7.500 7,500.00 147 MINOR CONCRETE (STAMPED CONCRETE) M2 85.0000 1,649,000.00 18,299.567 1,555,463.20 148 MISCELLANEOUS IRON AND STEEL KG 4.0000 584,492.00 3,649.000 14,596.00 135,000.000 540,000.00 (SF) 149 CHAIN LINK FENCE (TYPE CL-1.8) M 60.0000 8,400.00 174.000 10,440.00 (S) 150 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 2.000 4,000.00 (S) 151 METAL BEAM GUARD RAILING (WOOD POST) M 95.0000 180,500.00 239.200 22,724.00 1,924.000 182,780.00 (S) 152 CHAIN LINK RAILING (TYPE 7) M 230.0000 52,440.00 0.000 0.00 (SF) 153 TUBULAR HANDRAILING M 210.0000 15,330.00 0.000 0.00 (SF) 154 CONCRETE BARRIER (TYPE 26R) M 525.0000 37,800.00 0.000 0.00 (F) 155 CONCRETE BARRIER (TYPE 26R MODIFIED) M 425.0000 96,900.00 132.000 56,100.00 152.000 64,600.00 (F) 156 BURIED POST ANCHOR EA 950.0000 1,900.00 2.000 1,900.00 (S) 157 TRANSITION RAILING (TYPE WB) EA 4,500.0000 184,500.00 6.000 27,000.00 36.000 162,000.00 (S) PROGRAM CAS145 PAGE 7 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 09:14 AM ESTIMATE NO. 45 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 END CAP (TYPE A) EA 300.0000 3,000.00 3.000 900.00 10.000 3,000.00 (S) 159 END CAP (TYPE TC) EA 300.0000 12,300.00 6.000 1,800.00 34.000 10,200.00 (S) 160 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 11,400.00 -4.000 -2,400.00 21.000 12,600.00 (S) 161 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 33,000.00 11.000 33,000.00 (S) 162 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 50,000.00 17.000 42,500.00 (S) 163 CRASH CUSHION (TYPE CAT) EA 6,500.0000 84,500.00 13.000 84,500.00 (S) 164 ALTERNATIVE CRASH CUSHION EA 15,000.0000 210,000.00 14.000 210,000.00 (S) 165 CONCRETE BARRIER (TYPE 60) M 250.0000 65,000.00 0.000 0.00 166 CONCRETE BARRIER (TYPE 60GC) M 350.0000 346,500.00 0.000 0.00 167 CONCRETE BARRIER (TYPE 60SC MOD) M 450.0000 81,000.00 0.000 0.00 168 CONCRETE BARRIER (TYPE 60GC MOD) M 1,000.0000 7,000.00 0.000 0.00 169 CONCRETE BARRIER (TYPE 732R) M 650.0000 54,600.00 84.000 54,600.00 (SF)(MODIFIED) 170 CONCRETE BARRIER (TYPE 732B) M 225.0000 38,250.00 10.000 2,250.00 160.000 36,000.00 (F) 171 CONCRETE BARRIER (TYPE 732R) M 450.0000 489,600.00 854.460 384,507.00 (F) 172 CONCRETE BARRIER (TYPE 736R) M 425.0000 293,675.00 691.000 293,675.00 (F) 173 THERMOPLASTIC PAVEMENT MARKING M2 20.0000 244,000.00 1,105.560 22,111.20 1,676.090 33,521.80 (S) 174 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 204,800.00 24,361.000 19,488.80 37,733.000 30,186.40 (S) 175 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 20,850.00 2,524.200 3,786.30 4,173.200 6,259.80 (S) 176 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 6,382.50 710.000 532.50 2,991.000 2,243.25 (S) (BROKEN 3.66 M - 0.92 M) 177 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 60,500.00 8,707.000 4,353.50 31,774.000 15,887.00 (S) (BROKEN 10.98 M - 3.66 M) 178 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 2,615.00 436.000 218.00 1,238.000 619.00 (S) (BROKEN 5.18 M - 2.14 M) 179 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 33,400.00 2,016.000 2,016.00 8,320.000 8,320.00 (S) 180 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 65,800.00 46.000 92.00 4,442.000 8,884.00 (S) 181 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 0.950 23,750.00 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 182 LIGHTING (TEMPORARY) LS 47,000.0000 47,000.00 1.000 47,000.00 (S) 183 HIGHWAY ADVISORY RADIO SIGN AND FLASHING EA 18,000.0000 18,000.00 0.000 0.00 (S) BEACON ASSEMBLY 184 MODIFY FLASHING BEACON LS 13,000.0000 13,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 8 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 09:14 AM ESTIMATE NO. 45 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 LIGHTING CONDUIT (BRIDGE) M 60.0000 92,400.00 1,540.000 92,400.00 (S) 186 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 0.986 19,720.00 (S) 187 MODIFY TRAFFIC MONITORING STATION LS 426,000.0000 426,000.00 0.101 43,026.00 0.370 157,620.00 (S) 188 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 115,000.0000 115,000.00 0.009 1,035.00 0.420 48,300.00 (S) STATION 189 MODIFY COMMUNICATION SYSTEM LS 900,000.0000 3,900,000.00 0.006 23,400.00 1.000 3,900,000.00 (S) 190 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 242,000.0000 242,000.00 1.000 242,000.00 (S) 191 MODIFY DATA AND VIDEO NODES LS 42,000.0000 42,000.00 1.000 42,000.00 (S) (LOCATION AT ROUTE 5/ROUTE 10) 192 MODIFY DATA AND VIDEO NODES LS 85,000.0000 85,000.00 1.000 85,000.00 (S) (LOCATION SB249) 193 MODIFY CABLE NODE LS 3,000.0000 3,000.00 1.000 3,000.00 (S) 194 WORK AT SAN GABRIEL VALLEY HUB BUILDING LS 81,000.0000 81,000.00 0.054 4,374.00 1.000 81,000.00 (S) 195 SYSTEM TESTING AND DOCUMENTATION LS 110,000.0000 110,000.00 0.250 27,500.00 (S) 196 MODIFY RAMP METERING SYSTEM LS 500,000.0000 1,500,000.00 0.932 1,398,000.00 (S) 197 MODIFY SIGNAL AND LIGHTING LS 21,000.0000 21,000.00 0.629 13,209.00 (S) 198 MODIFY LIGHTING AND SIGN ILLUMINATION LS 720,000.0000 2,720,000.00 0.989 2,690,080.00 (S) PROGRAM CAS145 PAGE 9 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 09:14 AM ESTIMATE NO. 45 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,630,902.04 112,585,910.31 ADJUSTMENT OF COMPENSATION -65,796.00 2,285,445.64 EXTRA WORK 442,154.62 4,003,901.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,007,260.66 118,875,257.73 199 MOBILIZATION LS 820,000.0000 11,820,000.00 1.000 11,820,000.00 ORIGINAL CONTRACT AMOUNT 131,598,361.80 TOTAL WORK COMPLETED 2,007,260.66 130,695,257.73 MATERIALS ON HAND ON SITE 11,702.68 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 21,897.42 -811,425.51 TOTAL 2,029,158.08 129,895,534.90 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 10/23/08 770 02/10/09 12/17/08 08/27/12 650 152 0 0 94% 84% PROGRESS IS SATISFACTORY CHOU, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 DATE 04/25/12