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 04/16/09 EST. NO.61 TIME 09:38 AM R.E. NAME: HSU, PAUL 11-080914 --------------------------------------------------------------------------- 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 0878 1,561.68 E.W. @ F.A.(+) 120607 N 2993.0 0879 978.21 120507 N 2997.0 0880 1,185.42 120407 N 2998.0 0881 899.33 120307 N 2999.0 0882 580.85 120307 N 2999.1 0887 1,269.35 121504 N 2801.0 0888 386.00 120104 N 2802.0 0902 672.59 100505 N 2860.0 0924 100.10 050605 N 2200.1 0925 84.74 091605 N 2202.1 0929 759.78 031705 N 2817.0 0953 49.23 062005 N 0230.1 0954 49.23 062105 N 0231.1 0957 49.23 062305 N 0237.1 0958 49.23 062805 N 0242.1 0959 156.09 072205 N 0344.1 0968 153.65 110805 N 0489.1 0971 2,160.31 010406 N 2806.0 0972 310.11 011306 N 2807.0 0973 601.36 012106 N 2808.0 0974 72.34 020706 N 2809.0 0975 624.15 022206 N 2811.0 0976 846.18 033006 N 2866.0 0977 1,769.60 033106 N 2867.0 0978 459.88 041806 N 2872.0 0979 1,648.69 042006 N 2873.0 0980 143.37 051006 N 2875.0 0981 408.09 051106 N 2876.0 0982 173.71 061206 N 2878.0 0983 266.31 061306 N 2880.0 0984 499.03 061506 N 2882.0 0985 150.87 061606 N 2883.0 0986 118.87 061606 N 2884.0 0987 368.06 072006 N 2887.0 0988 173.81 072606 N 2888.0 0989 239.75 081106 N 2889.0 0990 78.84 081606 N 2890.0 0991 754.10 081706 N 2891.0 0992 1,333.84 022306 N 3037.0 0993 150.87 041906 N 3038.0 0994 169.78 042006 N 3039.0 0995 1,278.97 051506 N 3040.0 0996 213.76 052206 N 3041.0 0997 876.30 061206 N 3042.0 0998 118.87 062306 N 3043.0 0999 183.54 100306 N 3049.0 1000 108.92 100406 N 3050.0 1001 203.15 102006 N 3051.0 1002 117.77 111606 N 3052.0 1003 58.88 113006 N 3053.0 1004 539.18 121406 N 3054.0 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 04/16/09 EST. NO.61 TIME 09:38 AM R.E. NAME: HSU, PAUL 11-080914 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 1005 463.60 011306 N 0612.1 1006 35.52 012006 N 0631.1 1010 91.00 021006 N 0676.2 1012 1,586.07 032306 N 0846.1 1013 127.03 032406 N 0848.2 1016 106.74 042006 N 0985.1 1017 217.81 050306 N 1007.1 1019 765.80 050906 N 1024.1 1024 16.26 041306 N 1213.1 1028 188.23 081806 N 1367.1 1030 308.40 082406 N 1376.1 1033 69.34 110306 N 1746.1 1039 337.89 030906 N 0834.2 1040 182.34 051206 N 1030.1 1042 1,011.88 070606 N 2886.0 1043 544.30 121106 N 2025.2 1046 99.62 011807 N 1685.1 1048 52.66 040207 N 1829.1 1049 338.82 061107 N 1889.1 1050 66.71 070107 N 1931.1 1051 43.72 082407 N 1998.1 1062 465.33 100807 N 2152.1 1064 301.70 030608 N 2378.1 1067 361.65 030507 N 3061.0 1070 389.73 030607 N 3062.0 1071 1,287.97 060807 N 3063.0 1072 336.98 061107 N 3065.0 1073 760.62 062107 N 3066.0 1074 188.91 062807 N 3067.0 1075 635.32 063007 N 3068.0 1076 75.09 073107 N 3069.0 1077 106.74 080706 N 3070.0 1078 187.91 080807 N 3071.0 1079 75.30 081707 N 3072.0 1080 230.89 082207 N 3073.0 1081 90.91 082707 N 3074.0 1082 370.58 092507 N 3075.0 1083 37.35 100907 N 3076.0 1084 236.57 110607 N 3077.0 1085 1,184.10 110707 N 3078.0 1086 192.22 112607 N 3079.0 1087 192.22 112807 N 3081.0 1088 1,029.58 113007 N 3082.0 1089 133.64 120407 N 3083.0 1090 151.56 121707 N 3084.0 1091 86.09 011708 N 3085.0 1092 335.52 013008 N 3086.0 1093 86.09 020808 N 3087.0 1094 273.02 031808 N 3088.0 1095 155.49 032508 N 3089.0 1096 136.17 041508 N 3091.0 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 04/16/09 EST. NO.61 TIME 09:38 AM R.E. NAME: HSU, PAUL 11-080914 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 1097 207.21 042308 N 3092.0 1098 1,125.17 042808 N 3093.0 1099 1,125.79 060408 N 3094.0 1100 359.45 060508 N 3095.0 1101 221.63 070208 N 3096.0 1103 166.24 072108 N 3097.0 1105 1,025.58 053008 N 3105.1 1107 1,246.26 121007 N 3101.1 1109 887.43 052808 N 3102.1 1111 887.33 052908 N 3103.1 1112 206.88 053008 N 3104.0 1113 839.09 053008 N 3104.1 1115 753.33 061308 N 2665.2 1117 3,349.64 030209 N 3123.0 1118 3,383.26 030309 N 3124.0 1123 459.88 041806 N 2872.1 1124 49.06 052206 N 3041.1 1130 249.23 070108 N 3126A0 1131 170.09 071108 N 3127A0 004 0133 144.45 E.W. @ F.A.(+) 022505 N 3018.0 0134 12.03 031005 N 3019.0 0135 147.90 031805 N 3020.0 0136 90.15 080905 N 3021.0 0137 92.54 092005 N 3022.0 0138 51.95 120605 N 3023.0 0139 181.99 030106 N 3024.0 0140 401.93 030206 N 3025.0 0141 365.67 022207 N 3026.0 0144 68.63 021605 N 3016.0 0146 324.13 022205 N 0078.1 0148 114.29 021005 N 0082.2 0149 147.07 021505 N 0098.1 0154 35.52 010906 N 0601.1 0155 1,078.78 101406 N 1499.1 0157 78.30 080707 N 1927.1 0159 41.21 101904 N 3003.0 0160 190.66 102004 N 3004.0 0161 175.11 102104 N 3005.0 0162 104.82 110404 N 3006.0 0163 306.75 110504 N 3007.0 0164 310.18 110804 N 3008.0 0165 83.66 111004 N 3009.0 0166 34.32 111204 N 3010.0 0167 108.20 111304 N 3011.0 0168 51.73 111704 N 3012.0 0169 256.92 112104 N 3013.0 0170 320.83 112304 N 3014.0 0171 190.86 022706 N 0766.1 0172 1,335.58 012505 N 3107A0 010 0006 367.98 E.W. @ F.A.(+) 110304 N 0168.1 0007 360.52 110304 Y 0168.2 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 04/16/09 EST. NO.61 TIME 09:38 AM R.E. NAME: HSU, PAUL 11-080914 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0008 414.53 012505 N 0995.1 020 0018 147.58 E.W. @ F.A.(+) 120604 N 0097.1 0019 442.64 120204 N 0030.1 0020 717.62 120604 N 0097.2 0022 266.83 120804 N 1576.2 031 0058 150.12 E.W. @ F.A.(+) 012306 N 0646.2 0059 35.52 012606 N 0648.1 0060 106.56 012706 N 0649.1 0061 148.16 020106 N 0657.1 0064 641.88 020706 N 3047.0 0065 231.38 020806 N 3048.0 0067 1,552.13 080406 N 3114A0 039 0008 859.72 E.W. @ F.A.(+) 080305 N 0335.1 0009 117.19 080505 N 0337.1 0010 1,162.77 061608 N 3055.0 0011 1,372.55 061308 N 3056.0 0012 1,410.80 061208 N 3057.0 0013 265.57 061108 N 3058.0 044 0027 1,007.48 E.W. @ F.A.(+) 082405 N 3109.0 046 0009 1,154.17 E.W. @ F.A.(+) 020206 N 668.11 0010 384.19 020106 N 3116A0 047 0050 65.07 E.W. @ F.A.(+) 102806 N 1806.1 0054 2,025.36 031606 N 0938.2 0056 261.16 031706 N 0939.2 0057 93.51 032306 N 0941.2 0074 1,696.46 063008 N 3110.0 050 0031 3,989.07 E.W. @ F.A.(+) 111005 N 3080.0 053 0150 511.48 E.W. @ F.A.(+) 120605 N 2765.0 0153 2,611.73 031908 N 2385.3 0154 5,828.04 011106 N 0607.2 0155 998.24 011906 N 0684.0 0178 1,075.37 110706 N 1721.1 0184 3,365.43 110806 N 2637.0 0187 713.30 051507 N 2640.0 0199 376.20 020606 N 3113.0 0200 74.77 101706 N 3115.0 0201 202.40 101706 N 3115.1 0202 66.86 070308 N 2901.1 0205 674.37 120205 N 0534.1 058 0007 556.33 E.W. @ F.A.(+) 110305 N 0493.2 063 0005 197.92 E.W. @ F.A.(+) 011806 N 3112A0 073 0001 1,636.28 E.W. @ F.A.(+) 111606 N 1615.0 074 0088 1,105.44 E.W. @ F.A.(+) 061208 N 3117.0 0089 426.03 082808 N 3118.0 079 0010 261.80 E.W. @ F.A.(+) 070907 N 3173.0 0011 399.88 082107 N 3171A0 0012 1,207.60 082506 N 3170A0 0013 1,865.57 070907 N 3169A0 0014 1,027.69 082007 N 3167 0 084 0084-2 3,230.79 E.W. @ F.A.(+) 062106 N 1204.1 DAO CORRECTING ENTRY 085 0002 2,681.80 E.W. @ F.A.(+) 111705 N 1572.3 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 DATE 04/16/09 EST. NO.61 TIME 09:38 AM R.E. NAME: HSU, PAUL 11-080914 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0003 263.53 062508 N 2650A0 0004 840.78 021706 N 2531A0 0005 1,596.88 021606 N 2530A0 086 0039 228.60 E.W. @ F.A.(+) 062706 N 2533A6 088 0018 3,082.53 E.W. @ F.A.(+) 052506 N 1059.1 089 0004 3,328.18 E.W. @ F.A.(+) 050606 N 1068.1 090 0057 1,246.48 E.W. @ F.A.(+) 032207 N 1836.1 094 0052 12,897.61 E.W. @ F.A.(+) 092706 N 1537.1 0055 667.91 102406 N 1548.1 099 0012 108.47 E.W. @ F.A.(+) 030309 N 3148.0 100 0009 1,796.38 E.W. @ F.A.(+) 082506 N 1278A0 0015 261.80 070307 N 3172A0 101 0007 314.78 E.W. @ F.A.(+) 070908 N 2973.2 0008 136.95 070908 N 2974.2 0009 78.70 071008 N 2975.2 0010 75.44 071008 N 2977.2 0011 184.88 071608 N 2978.2 108 0002 517.56 E.W. @ F.A.(+) 121206 N 1718.1 110 0024 2,188.66 E.W. @ F.A.(+) 031907 N 1834.1 0027 141.22 122706 N 2971.0 0028 609.22 031907 N 1834.2 112 0005 9.28 E.W. @ F.A.(+) 062807 N 2067.1 116 0004 1,148.26 E.W. @ F.A.(+) 073107 N 3106.0 119 0013 6,674.56 E.W. @ F.A.(+) 120706 N 2934.0 0014 673.04 021507 N 2935.0 127 0007 596.20 E.W. @ F.A.(+) 021207 N 1706.1 0008 812.03 060707 N 1867.1 0009 241.97 020207 N 2963.0 138 0009 424.54 E.W. @ F.A.(+) 041608 N 2438.0 0040 169.36 042108 N 2445.1 0043 2,183.73 120105 N 698A 0 0044 659.06 120605 N 696A 0 139 0027 288.78 E.W. @ F.A.(+) 061907 N 2476A0 149 0004 1,504.04 E.W. @ F.A.(+) 041608 N 2948 1 0005 2,543.98 041708 N 2950A0 0006 1,257.86 041608 N 2948.1 152 0001 5,828.04 E.W. @ F.A.(+) 011106 N 607A 0 0002 11,819.08 022406 N 2813A0 163 0006 2,243.06 E.W. @ F.A.(+) 062708 N 2986.0 166 0021 166.67 E.W. @ F.A.(+) 012408 N 2325.1 0022 166.67 012808 N 2328.1 167 0010 11,260.83 E.W. @ F.A.(+) 020708 N 2358.1 0014 257.83 021208 N 2489A0 168 0009 54.48 E.W. @ F.A.(+) 051908 N 2702.1 0010 855.01 120805 N 695A 0 0011 3,318.67 120205 N 697A 0 0012 572.25 121305 N 693A 0 0013 200.28 120905 N 694A 0 0014 563.27 121405 N 692A 0 0015 2,373.38 121605 N 691A 0 0016 1,407.00 121905 N 690A 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 6 DATE 04/16/09 EST. NO.61 TIME 09:38 AM R.E. NAME: HSU, PAUL 11-080914 --------------------------------------------------------------------------- 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 91.00 122105 N 689A 0 0018 2,154.06 122905 N 688A 0 0019 85.56 011006 N 3017 0 0020 1,246.63 010706 N 687A 0 0021 1,648.34 022206 N 2532A0 0022 180.50 063006 N 1196A0 0023 1,147.75 122905 N 704A 0 0024 1,383.89 111705 N 701A 0 0025 3,793.23 113005 N 699A 0 0026 1,484.71 110906 N 2638A0 172 0003 1,826.57 E.W. @ F.A.(+) 040808 N 2429.0 176 0017 1,465.64 E.W. @ F.A.(+) 070108 N 2770.0 178 0009 701.35 E.W. @ F.A.(+) 070808 N 2990.0 0015 675.67 070908 N 2991.0 0016 43.95 070808 N 2990.1 0018 2,543.98 041708 N 2950.1 0019 2,580.06 041508 N 2675A0 202 0001 -54,443.34 A.C. @ L.S.(-) 040609 N 202Z 0 203 0002 -2,082.31 A.C. @ L.S.(-) 040609 N 203Z 0 204 0001 908.16 A.C. @ L.S.(+) 040609 N 204Z 0 205 0001 -598.63 A.C. @ L.S.(-) 040609 N 205Z 0 206 0001 -16,153.00 A.C. @ L.S.(-) 040609 N 206Z 0 207 0002 -31,617.45 A.C. @ L.S.(-) 040609 N 207Z 0 208 0001 4,161.80 A.C. @ L.S.(+) 040609 N 208Z 0 209 0002 -26,512.92 A.C. @ L.S.(-) 040609 N 209Z 0 210 0001 72,947.68 A.C. @ L.S.(+) 032909 N 3156.0 0002 -131,763.86 A.C. @ L.S.(-) 040609 N 210Z 0 211 0001 527.59 A.C. @ L.S.(+) 040609 N 211Z 0 212 0001 -5,962.47 A.C. @ L.S.(-) 040609 N 212Z 0 213 0001 1,650.00 A.C. @ L.S.(+) 040609 N 3017 0 214 0001 -415.64 A.C. @ L.S.(-) 040609 N 214Z 0 216 0002 -8,565.24 A.C. @ L.S.(-) 040609 N 3017 0 35,030.54 TOTAL THIS ESTIMATE 9,007,767.80 TOTAL PREVIOUS ESTIMATE 9,042,798.34 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 04/16/09 EST. NO.61 TIME 09:38 AM R.E. NAME: HSU, PAUL 11-080914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CIDH PILE ANOMALIES -1,600.00 11 CONC OUT-OF-SPEC -1,103.10 11 OUT-OF-SPEC STR. CON -1,371.60 19 OUT-OF-SPEC CL 2 AGG -5,851.68 20 SHORT PILES -800.00 25 SURVEY STAKE CHGS -340.00 25 SURVEY STAKE CHARGES -680.00 26 ASPH CONCRETE TYPE A -51,620.60 28 CL II AGG BASE -14,850.00 28 PCC PAVEMENT DEDUCT -1,411.74 28 FAILED COMPACT TESTS -1,248.32 36 NOPC 14 DRB REPORT 5,580.20 36 OUT-OF-COMPL. EST 20 466.20 37 OUT-OF-COMPL. EST 28 318.00 37 ASPH CONC TYPE A -846.40 47 AC STABILITY, COMP. -4,688.21 52 CLASS II AB -648.65 52 CONC THCKNS,CLNESS -6,695.71 52 MATL OUT OF COMPLIAN -693.03 58 CONC THCKNS, CLNESS 5,630.42 60 0.00 -82,454.22 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 25 DOCS RECEIVED 10,000.00 26 O/S DOCS -10,000.00 39 DOCS RECD 10,000.00 43 O/S DOCS -9,305.51 52 DOCS RECD 9,000.00 55 0.00 -305.51 LABOR COMPLIANCE VIOLATION O/S PRS SEPT -10,000.00 02 O/S PRS OCT -10,000.00 03 O/S PRS NOV -10,000.00 04 O/S PRS DEC -10,000.00 05 PRS RECD SEPT 10,000.00 05 O/S PRS JAN -10,000.00 07 PRS RECD OCT 10,000.00 07 O/S PRS FEB -10,000.00 08 O/S PRS MARCH -10,000.00 09 PRS RECD DEC 10,000.00 09 PRS RECD JAN 10,000.00 09 O/S PRS APRIL -10,000.00 10 O/S PRS MAY -10,000.00 11 O/S PRS JUNE -10,000.00 12 O/S PRS JULY -10,000.00 13 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 04/16/09 EST. NO.61 TIME 09:38 AM R.E. NAME: HSU, PAUL 11-080914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD NOV 10,000.00 13 PRS RECD FEB 10,000.00 13 O/S PRS AUG -10,000.00 14 O/S PRS SEPT -10,000.00 15 PRS RECD MARCH 05 10,000.00 15 PRS RECD APRIL 05 10,000.00 15 PRS RECD MAY 05 10,000.00 15 PRS RECD AUG 05 10,000.00 15 O/S PRS OCT -10,000.00 16 O/S PRS NOV 05 -10,000.00 17 O/S PRS DEC 05 -10,000.00 18 PRS RECD JUNE 05 10,000.00 18 PRS RECD SEPT 05 10,000.00 18 O/S PRS JAN -10,000.00 19 O/S PRS FEB 06 -10,000.00 20 PRS RECD JULY 05 10,000.00 20 O/S PRS MARCH 06 -10,000.00 21 PRS RECD JAN 06 10,000.00 21 PRS RECD FEB 06 10,000.00 21 O/S PRS APRIL -10,000.00 22 O/S PRS MAY 06 -10,000.00 23 PRS RECD NOV 05 10,000.00 23 PRS RECD DEC 05 10,000.00 23 O/S PRS JUNE -10,000.00 24 O/S PRS JULY 06 -10,000.00 25 PRS RECD MARCH 06 10,000.00 25 PRS RECD APRIL 06 10,000.00 25 PRS RECD OCT 05 10,000.00 26 O/S PRS SEPT -10,000.00 27 O/S PRS OCT -10,000.00 28 O/S PRS NOV -10,000.00 29 O/S PRS DEC -10,000.00 30 O/S PRS JAN 07 -10,000.00 31 PRS RECD MAY 06 10,000.00 31 O/S PRS FEB 07 -10,000.00 33 PRS RECD JUNE 06 10,000.00 33 PRS RECD NOV 06 10,000.00 33 O/S PRS MAR 07 -10,000.00 34 O/S PRS APRIL 07 -10,000.00 35 O/S PRS MAY 07 -10,000.00 36 PRS RECD OCT 06 10,000.00 36 PRS RECD SEPT 06 10,000.00 36 O/S PRS JUNE 07 -10,000.00 37 PRS RECD DEC 06 10,000.00 37 PRS RECD FEB 07 10,000.00 37 O/S PRS JULY 07 -10,000.00 39 PRS RECD MAY 07 10,000.00 39 O/S PRS AUG 07 -10,000.00 40 O/S PRS SEPT 07 -10,000.00 41 PRS RECD JULY 06 10,000.00 41 PRS RECD MAR 07 10,000.00 41 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 04/16/09 EST. NO.61 TIME 09:38 AM R.E. NAME: HSU, PAUL 11-080914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD APR 07 10,000.00 41 O/S PRS NOV 07 -10,000.00 43 O/S PRS DEC 07 -10,000.00 44 O/S PRS JAN -10,000.00 45 PRS RECD NOV 07 10,000.00 45 O/S PRS FEB 08 -10,000.00 46 O/S PRS MARCH 08 -10,000.00 47 PRS RECD AUG 07 10,000.00 47 PRS RECD DEC 07 10,000.00 47 PRS RECD JUNE 07 10,000.00 47 PRS RECD JAN 08 10,000.00 47 PRS RECD JULY 07 10,000.00 47 O/S PRS APR 08 -10,000.00 49 PRS RECD FEB 08 10,000.00 49 PRS RECD MARCH 08 10,000.00 49 O/S PRS MAY 08 -10,000.00 50 O/S PRS JUNE 08 -10,000.00 51 PRS RECD APR 08 10,000.00 51 PRS RECD MAY 08 10,000.00 51 O/S PRS JULY 08 -9,305.51 52 O/S PRS AUG -1,379.30 54 PRS RECD JAN 07 10,000.00 55 PRS RECD JUNE 08 10,000.00 55 PRS RECD AUG 08 1,379.30 55 PRS RECD SEPT 07 10,000.00 56 O/S PRS JAN 09 -1,000.00 59 PRS RECD JULY 08 9,305.51 59 O/S PAYROLLS -9,000.00 60 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -92,759.73 PROGRAM CAS145 PAGE 1 DATE 04/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 09:38 AM ESTIMATE NO. 61 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/09/09 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/16/09 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 11-SD-15-M22.0/M24.1 ---------------------------------- FCI/BBCI, JV IN SAN DIEGO COUNTY IN SAN DIEGO ATTENTION RICK FINKEN FROM CAMINO DEL NORTE UNDERCROSSING 2585 BUSINESS PARK TO 0.5 KM NORTH OF RANCHO BERNARDO VISTA, CA 92081 ROAD UNDERCROSSING FED. AID NO. ACIM-015 -4(192)21N,CMST-6211(34) ,PL-6211(34) CONSTRUCT MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 25,000.0000 25,000.00 1.000 25,000.00 02 TIME-RELATED OVERHEAD WDAY 5,900.0000 4,366,000.00 849.000 5,009,100.00 03 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 S) PREVENTION PLAN 04 TEMPORARY EROSION CONTROL (TYPE 1) M2 0.5000 59,500.00 42,326.000 21,163.00 S) 05 TEMPORARY EROSION CONTROL (TYPE 2) M2 1.0000 9,660.00 4,438.000 4,438.00 S) 06 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 10.000 5,000.00 S) (TEMPORARY EROSION CONTROL) 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,700.0000 64,600.00 38.000 64,600.00 S) 08 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 6,900.0000 96,600.00 14.000 96,600.00 S) 09 SWEEPER EA 150,000.0000 150,000.00 1.000 150,000.00 S) 10 TEMPORARY GRAVEL BAG EA 10.0000 27,400.00 6,107.000 61,070.00 S) 11 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000.00 S) 12 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 1.000 550,000.00 S) 13 ITEM DELETED PER ADDENDUM LS 1,000.0000 1,000.00 0.000 0.00 14 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 169,040.00 0.000 0.00 S) 15 TEMPORARY PAVEMENT MARKING (TAPE) M2 15.0000 1,950.00 330.365 4,955.48 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 2,220.00 109,390.660 218,781.32 S) 17 TEMPORARY PAVEMENT MARKER EA 3.5000 35,350.00 20,162.000 70,567.00 S) 18 TEMPORARY DELINEATOR (CLASS 1) EA 40.0000 4,000.00 0.000 0.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,500.0000 75,000.00 10.000 75,000.00 S) 20 TEMPORARY RAILING (TYPE K) M 25.0000 807,500.00 -25.000 -625.00 31,812.342 795,308.55 S) 21 TEMPORARY RAILING (TYPE K) M 250.0000 7,500.00 169.800 42,450.00 S) STAKED 22 TRAFFIC PLASTIC DRUMS EA 50.0000 35,500.00 641.000 32,050.00 S) PROGRAM CAS145 PAGE 2 DATE 04/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 09:38 AM ESTIMATE NO. 61 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/09/09 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 180.0000 99,000.00 694.000 124,920.00 S) 24 TEMPORARY CRASH CUSHION EA 6,000.0000 54,000.00 9.000 54,000.00 S) (TYPE ADIEM) 25 ABANDON IRRIGATION CROSS OVER EA 220.0000 6,600.00 14.000 3,080.00 26 REMOVE CHAIN LINK FENCE M 20.0000 2,000.00 371.000 7,420.00 27 REMOVE METAL BEAM GUARD RAILING M 15.0000 16,350.00 776.440 11,646.60 28 REMOVE THRIE BEAM BARRIER M 22.0000 112,860.00 4,155.740 91,426.28 S) 29 REMOVE TRAFFIC STRIPE M 1.0000 37,000.00 112,503.265 112,503.27 S) 30 REMOVE PAVEMENT MARKING M2 30.0000 1,800.00 221.662 6,649.86 S) 31 REMOVE TRAFFIC STRIPE (YELLOW) M 10.0000 6,400.00 0.000 0.00 S) 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 REMOVE ROADSIDE SIGN EA 150.0000 1,500.00 25.000 3,750.00 34 REMOVE SIGN STRUCTURE EA 6,500.0000 32,500.00 10.000 65,000.00 35 REMOVE CULVERT M 45.0000 12,150.00 647.730 29,147.85 36 REMOVE INLET EA 500.0000 4,500.00 25.000 12,500.00 37 REMOVE DOWNDRAIN EA 500.0000 500.00 9.000 4,500.00 38 REMOVE SLOPE PAVING M3 75.0000 11,250.00 130.000 9,750.00 39 REMOVE ASPHALT CONCRETE SURFACING M2 4.0000 11,200.00 2,708.000 10,832.00 40 SALVAGE METAL BEAM GUARD RAILING M 30.0000 3,000.00 0.000 0.00 41 RECONSTRUCT METAL BEAM GUARD RAILING M 135.0000 59,400.00 0.000 0.00 42 RESET ROADSIDE SIGN EA 350.0000 10,500.00 37.000 12,950.00 43 RELOCATE ROADSIDE SIGN EA 350.0000 1,750.00 22.000 7,700.00 44 RELOCATE SIGN STRUCTURE EA 9,000.0000 27,000.00 0.000 0.00 45 MODIFY INLET EA 1,700.0000 11,900.00 0.000 0.00 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 10,000.00 0.000 0.00 S) (60 MM MAXIMUM) 47 REMOVE CONCRETE CURB M 20.0000 6,000.00 276.800 5,536.00 48 REMOVE CONCRETE BARRIER M 1.0000 1,000.00 0.000 0.00 49 PREPARE CONCRETE BRIDGE DECK SURFACE M2 11.0000 49,390.00 4,676.080 51,436.88 PROGRAM CAS145 PAGE 3 DATE 04/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 09:38 AM ESTIMATE NO. 61 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/09/09 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 30,000.00 0.000 0.00 51 CLEAN BRIDGE DECK M2 6.0000 7,260.00 1,222.300 7,333.80 52 CAP INLET EA 900.0000 9,900.00 6.000 5,400.00 53 CAP RISER EA 900.0000 11,700.00 13.000 11,700.00 54 REMOVE METAL RAILING M 30.0000 3,000.00 0.000 0.00 55 BRIDGE REMOVAL, LOCATION A LS 250,000.0000 250,000.00 1.000 250,000.00 56 BRIDGE REMOVAL (PORTION), LOCATION B LS 150,000.0000 150,000.00 1.000 150,000.00 57 BRIDGE REMOVAL (PORTION), LOCATION C LS 65,000.0000 65,000.00 1.000 65,000.00 58 CLEARING AND GRUBBING LS 225,000.0000 225,000.00 1.000 225,000.00 59 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 1.000 50,000.00 60 ROADWAY EXCAVATION M3 14.0000 5,320,000.00 331,939.000 4,647,146.00 61 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 62 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 443,025.00 5,827.700 437,077.50 F) 63 STRUCTURE EXCAVATION (TYPE D) M3 115.0000 382,375.00 3,325.000 382,375.00 F) 64 STRUCTURE EXCAVATION (RETAINING WALL) M3 38.0000 406,220.00 14,732.266 559,826.11 F) 65 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 328,600.00 8,215.000 328,600.00 F) 66 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 277,780.00 18,535.796 370,715.92 F) 67 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 78,400.00 1,262.855 126,285.50 F) WALL) 68 SAND BACKFILL M3 85.0000 8,500.00 0.000 0.00 69 LEAN CONCRETE BACKFILL M3 38.0000 14,060.00 316.820 12,039.16 F) 70 DITCH EXCAVATION M3 200.0000 12,000.00 531.390 106,278.00 71 EARTH RETAINING STRUCTURE, LOCATION 1 M2 500.0000 87,000.00 174.000 87,000.00 F) 72 EARTH RETAINING STRUCTURE, LOCATION 2 M2 500.0000 31,000.00 62.000 31,000.00 F) 73 EARTH RETAINING STRUCTURE, LOCATION 3 M2 400.0000 112,000.00 280.000 112,000.00 F) 74 EARTH RETAINING STRUCTURE, LOCATION 4 M2 410.0000 118,080.00 288.000 118,080.00 F) 75 EARTH RETAINING STRUCTURE, M2 500.0000 237,500.00 475.000 237,500.00 F) LOCATION 5 76 EARTH RETAINING STRUCTURE, M2 400.0000 52,800.00 132.000 52,800.00 F) LOCATION 6 PROGRAM CAS145 PAGE 4 DATE 04/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 09:38 AM ESTIMATE NO. 61 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/09/09 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EARTH RETAINING STRUCTURE, M2 510.0000 561,000.00 1,100.000 561,000.00 F) LOCATION 7 78 EARTH RETAINING STRUCTURE, M2 400.0000 43,200.00 108.000 43,200.00 F) LOCATION 8 79 HIGHWAY PLANTING LS 90,000.0000 90,000.00 1.000 90,000.00 S) 80 IMPORTED TOPSOIL M3 26.0000 133,900.00 747.000 19,422.00 S) 81 ROCK MULCH M2 52.0000 29,640.00 0.000 0.00 S) 82 DECOMPOSED GRANITE M3 615.0000 30,750.00 0.000 0.00 S) 83 STRAW (EROSION CONTROL) TONN 500.0000 15,000.00 0.000 0.00 S) 84 FIBER (EROSION CONTROL) KG 1.0000 26,800.00 12,669.400 12,669.40 S) 85 FIBER ROLLS M 9.0000 170,100.00 36,742.330 330,680.97 S) 86 COMPOST (EROSION CONTROL) KG 1.0000 23,800.00 9,533.400 9,533.40 S) 87 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,750.00 5.000 3,750.00 S) 88 PURE LIVE SEED TYPE 1 KG 45.0000 6,750.00 73.420 3,303.90 S) (EROSION CONTROL) 89 PURE LIVE SEED TYPE 2 KG 75.0000 26,250.00 102.640 7,698.00 S) (EROSION CONTROL) 90 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 760.00 134.000 268.00 S) 91 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 5,200.00 1,204.000 2,408.00 S) 92 TRANSPLANT TREE EA 8,800.0000 17,600.00 2.000 17,600.00 S) 93 MAINTAIN EXISTING PLANTS LS 26,400.0000 26,400.00 1.000 26,400.00 S) 94 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 1.000 40,000.00 S) 95 IRRIGATION SYSTEM LS 105,000.0000 105,000.00 1.000 105,000.00 S) 96 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 78,000.00 326.000 65,200.00 97 200 MM CORRUGATED HIGH DENSITY M 90.0000 22,500.00 221.810 19,962.90 S) POLYETHYLENE PIPE CONDUIT 98 250 MM CORRUGATED HIGH DENSITY M 110.0000 15,400.00 213.860 23,524.60 S) POLYETHYLENE PIPE CONDUIT 99 20 MM WELDED STEEL PIPE CONDUIT M 350.0000 3,500.00 0.000 0.00 S) 00 200 MM WELDED STEEL PIPE CONDUIT M 260.0000 26,000.00 0.000 0.00 S) (6.35 MM THICK) 01 250 MM WELDED STEEL PIPE CONDUIT M 270.0000 40,500.00 31.000 8,370.00 S) (6.35 MM THICK) 02 EXTEND 250 MM CONDUIT M 1,000.0000 7,000.00 9.200 9,200.00 S) 03 CLASS 2 AGGREGATE BASE M3 26.0000 1,671,800.00 67,162.750 1,746,231.50 PROGRAM CAS145 PAGE 5 DATE 04/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 09:38 AM ESTIMATE NO. 61 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/09/09 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 500.0000 6,500.00 7.760 3,880.00 05 ASPHALT CONCRETE (TYPE A) TONN 53.0000 1,462,800.00 30,772.750 1,630,955.75 06 ASPHALT CONCRETE BASE (TYPE A) TONN 51.0000 2,325,600.00 42,572.650 2,171,205.15 07 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 2,000.00 1,684.590 33,691.80 AREA) 08 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 1,080.00 696.000 2,088.00 09 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 270.00 427.100 1,281.30 10 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 3.0000 10,500.00 726.500 2,179.50 11 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 24,900.00 5,037.940 15,113.82 12 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 1,050.00 1,004.200 3,012.60 13 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 14 CONCRETE PAVEMENT RAPID STRENGTH M3 500.0000 200,000.00 72.750 36,375.00 CONCRETE 15 SEAL PAVEMENT JOINT M 3.5000 283,850.00 49,419.398 172,967.89 S) 16 SEAL LONGITUDINAL ISOLATION JOINT M 13.5000 128,250.00 6,708.260 90,561.51 S) 17 FURNISH STEEL PILING (HP 360 X 174) M 30.0000 7,950.00 231.720 6,951.60 18 DRIVE STEEL PILE (HP 360 X 174) EA 2,000.0000 36,000.00 18.000 36,000.00 S) 19 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 34,000.00 38.400 38,400.00 S) PILING 20 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 160.0000 486,400.00 3,162.975 506,076.00 S) PILING 21 FURNISH PILING (CLASS 900) M 190.0000 361,760.00 2,020.955 383,981.45 (ALTERNATIVE W) 22 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,700.0000 459,000.00 180.000 486,000.00 S) 23 PRESTRESSING CAST-IN-PLACE CONCRETE LS 250,000.0000 250,000.00 1.000 250,000.00 S) 24 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 594,300.00 1,981.000 594,300.00 F) 25 STRUCTURAL CONCRETE, BRIDGE M3 595.0000 5,753,650.00 9,670.000 5,753,650.00 F) 26 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 2,625,700.00 5,348.740 2,941,807.00 F) 27 STRUCTURAL CONCRETE, BARRIER SLAB M3 350.0000 410,550.00 1,173.000 410,550.00 F) 28 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 14,400.00 16.000 14,400.00 F) (TYPE EQ) 29 STRUCTURAL CONCRETE, APPROACH SLAB M3 580.0000 456,460.00 795.000 461,100.00 F) (TYPE N) 30 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,300.0000 91,000.00 92.449 120,183.70 PROGRAM CAS145 PAGE 6 DATE 04/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 09:38 AM ESTIMATE NO. 61 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/09/09 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 408,000.00 417.168 500,601.60 F) 32 ARCHITECTURAL SURFACE (BARRIER) M2 15.0000 29,910.00 2,479.900 37,198.50 F) 33 SWIRLED PLASTER TEXTURE M2 25.0000 198,000.00 6,720.700 168,017.50 F) 34 BARRIER TILE TEXTURE M2 12.0000 17,328.00 0.000 0.00 35 DRILL AND BOND DOWEL M 35.0000 1,225.00 38.100 1,333.50 36 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 36,000.00 4.000 36,000.00 GIRDER (10 M - 15 M) 37 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 88,000.00 8.000 88,000.00 GIRDER (15 M - 20 M) 38 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 60,000.00 4.000 60,000.00 GIRDER (25 M - 30 M) 39 FURNISH PRECAST PRESTRESSED CONCRETE EA 21,000.0000 126,000.00 6.000 126,000.00 GIRDER (30 M - 35 M) 40 ERECT PRECAST PRESTRESSED CONCRETE EA 3,000.0000 66,000.00 22.000 66,000.00 GIRDER 41 FURNISH POLYESTER CONCRETE OVERLAY M3 2,700.0000 302,400.00 105.770 285,579.00 42 PLACE POLYESTER CONCRETE OVERLAY M2 22.0000 98,780.00 4,564.800 100,425.60 F) 43 CORE CONCRETE (101 MM - 150 MM) M 500.0000 2,000.00 4.000 2,000.00 SF) 44 JOINT SEAL (MR 30 MM) M 120.0000 29,040.00 273.810 32,857.20 S) 45 JOINT SEAL ASSEMBLY (MR 70 MM) M 500.0000 21,500.00 46.450 23,225.00 S) 46 JOINT SEAL ASSEMBLY (MR 80 MM) M 600.0000 22,200.00 37.710 22,626.00 S) 47 JOINT SEAL ASSEMBLY (MR 100 MM) M 1,000.0000 16,000.00 14.820 14,820.00 S) 48 BAR REINFORCING STEEL (BRIDGE) KG 1.8100 3,692,943.00 2,040,300.000 3,692,943.00 SF) 49 BAR REINFORCING STEEL (RETAINING WALL) KG 2.7000 714,231.00 338,320.000 913,464.00 SF) 50 HEADED BAR REINFORCEMENT EA 5.0000 66,220.00 13,244.000 66,220.00 F) 51 TREAT BRIDGE DECK M2 11.0000 13,310.00 1,210.000 13,310.00 F) 52 FURNISH BRIDGE DECK TREATMENT MATERIAL L 35.0000 16,800.00 494.200 17,297.00 (LOW ODOR) 53 ISOLATION CASING KG 7.0000 68,600.00 9,800.000 68,600.00 SF) 54 FURNISH SIGN STRUCTURE (TUBULAR) KG 6.0000 258,000.00 84,640.000 507,840.00 F) 55 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 43,000.00 84,640.000 84,640.00 SF) 56 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 24,000.00 3,760.000 22,560.00 F) 57 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 8,000.00 3,760.000 7,520.00 SF) PROGRAM CAS145 PAGE 7 DATE 04/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 09:38 AM ESTIMATE NO. 61 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/09/09 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 48,000.00 4,960.000 29,760.00 F) 59 INSTALL SIGN STRUCTURE (TRUSS) KG 2.0000 16,000.00 4,960.000 9,920.00 SF) 60 760 MM CAST-IN-DRILLED-HOLE M 650.0000 14,950.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 61 920 MM CAST-IN-DRILLED-HOLE M 900.0000 9,000.00 8.000 7,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 62 1070 MM CAST-IN-DRILLED-HOLE M 1,400.0000 113,400.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 63 ROADSIDE SIGN - ONE POST EA 300.0000 4,800.00 22.000 6,600.00 S) 64 ROADSIDE SIGN - TWO POST EA 600.0000 3,600.00 2.000 1,200.00 S) 65 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 1,800.00 14.000 4,200.00 S) METHOD) 66 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 67 600 MM ALTERNATIVE PIPE CULVERT M 230.0000 2,300.00 0.000 0.00 68 750 MM ALTERNATIVE PIPE CULVERT M 290.0000 2,900.00 0.000 0.00 69 1050 MM ALTERNATIVE PIPE CULVERT M 350.0000 3,500.00 0.000 0.00 70 450 MM REINFORCED CONCRETE PIPE M 190.0000 13,300.00 185.400 35,226.00 71 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 72 600 MM REINFORCED CONCRETE PIPE M 180.0000 909,000.00 5,197.545 935,558.10 73 750 MM REINFORCED CONCRETE PIPE M 1,000.0000 2,000.00 2.000 2,000.00 74 900 MM REINFORCED CONCRETE PIPE M 400.0000 20,000.00 445.936 178,374.40 75 1050 MM REINFORCED CONCRETE PIPE M 330.0000 234,300.00 579.000 191,070.00 76 300 MM CORRUGATED STEEL PIPE M 260.0000 1,300.00 0.000 0.00 77 450 MM CORRUGATED STEEL PIPE M 190.0000 1,900.00 10.000 1,900.00 (1.63 MM THICK) 78 150 MM PLASTIC PIPE M 120.0000 1,200.00 115.330 13,839.60 79 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 500.0000 7,500.00 5.000 2,500.00 80 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 800.0000 36,000.00 82.000 65,600.00 (2.77 MM THICK) 81 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 390.0000 21,450.00 14.000 5,460.00 (2.77 MM THICK) 82 GRATED LINE DRAIN M 300.0000 40,500.00 324.000 97,200.00 83 600 MM CONCRETE FLARED END SECTION EA 500.0000 500.00 0.000 0.00 84 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 400.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 04/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 09:38 AM ESTIMATE NO. 61 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/09/09 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 750 MM ALTERNATIVE FLARED END SECTION EA 400.0000 400.00 0.000 0.00 86 1050 MM ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 0.000 0.00 87 900 MM REINFORCED CONCRETE PIPE RISER M 800.0000 8,000.00 9.360 7,488.00 88 450 MM ALTERNATIVE PIPE RISER M 1,000.0000 6,000.00 7.240 7,240.00 89 600 MM ALTERNATIVE PIPE RISER M 730.0000 29,200.00 30.815 22,494.95 90 900 MM ALTERNATIVE PIPE RISER M 1,000.0000 15,000.00 17.949 17,949.00 91 CONCRETE (CONCRETE APRON) M3 600.0000 6,000.00 11.520 6,912.00 92 SLOPE PAVING (CONCRETE) M3 700.0000 70,000.00 0.000 0.00 F) 93 SLOPE PAVING (MASONRY BLOCK) M2 210.0000 426,300.00 0.000 0.00 F) 94 SLOPE PAVING (EXPOSED AGGREGATE) M2 310.0000 71,300.00 0.000 0.00 F) 95 MINOR CONCRETE (DITCH LINING) M3 700.0000 112,000.00 251.700 176,190.00 96 ROCK SLOPE PROTECTION FABRIC M2 4.0000 400.00 0.000 0.00 97 MINOR CONCRETE (TEXTURE PAVING) M2 100.0000 49,000.00 441.000 44,100.00 (MEDIAN PAVING) 98 MINOR CONCRETE (TEXTURE PAVING) M2 100.0000 390,000.00 2,948.034 294,803.40 (GORE PAVING) 99 MINOR CONCRETE (CURB, SIDEWALK AND M3 640.0000 70,400.00 205.051 131,232.64 CURB RAMP) 00 MISCELLANEOUS IRON AND STEEL KG 3.0000 51,600.00 28,374.480 85,123.44 SF) 01 MISCELLANEOUS METAL (BRIDGE) KG 40.0000 2,000.00 50.000 2,000.00 SF) 02 BRIDGE DECK DRAINAGE SYSTEM KG 25.0000 51,250.00 2,050.000 51,250.00 SF) 03 CHAIN LINK FENCE (TYPE CL-1.8) M 55.0000 5,500.00 694.960 38,222.80 S) 04 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 S) 05 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 2,000.00 0.000 0.00 S) 06 DELINEATOR (CLASS 1) EA 45.0000 7,650.00 95.000 4,275.00 07 MILEPOST MARKER EA 150.0000 450.00 0.000 0.00 S) 08 GUARD RAILING DELINEATOR EA 100.0000 39,000.00 76.000 7,600.00 S) 09 METAL BEAM GUARD RAILING M 80.0000 61,600.00 1,070.880 85,670.40 S) 10 CONCRETE BARRIER (TYPE K) M 65.0000 47,450.00 684.000 44,460.00 11 TUBULAR PIPE HANDRAILING M 300.0000 18,000.00 60.000 18,000.00 F) PROGRAM CAS145 PAGE 9 DATE 04/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 09:38 AM ESTIMATE NO. 61 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/09/09 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CONCRETE BARRIER (TYPE 26 MODIFIED) M 230.0000 110,400.00 0.000 0.00 F) 13 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 14 CABLE RAILING M 25.0000 45,000.00 1,753.270 43,831.75 S) 15 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 19,800.00 6.000 13,200.00 S) 16 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 17 CRASH CUSHION (REACT 9SCBS) EA 44,000.0000 44,000.00 3.000 132,000.00 S) 18 QUADGUARD CRASH CUSHION EA 17,000.0000 34,000.00 0.000 0.00 S) 19 CONCRETE BARRIER (TYPE 60A) M 160.0000 14,720.00 0.000 0.00 F) 20 CONCRETE BARRIER (TYPE 60AR) M 195.0000 27,300.00 122.100 23,809.50 F) 21 CONCRETE BARRIER (TYPE 60D MOD.) M 130.0000 150,800.00 154.000 20,020.00 22 CONCRETE BARRIER (TYPE 60S) M 132.0000 623,040.00 6,528.500 861,762.00 S) 23 CONCRETE BARRIER (TYPE 60SC) M 185.0000 368,150.00 1,638.900 303,196.50 S) 24 CONCRETE BARRIER (TYPE 732 MODIFIED) M 155.0000 508,710.00 3,647.200 565,316.00 F) 25 CONCRETE BARRIER (TYPE 732A MODIFIED) M 165.0000 52,305.00 317.000 52,305.00 F) 26 CONCRETE BARRIER (TYPE 60S MODIFIED) M 400.0000 44,400.00 126.300 50,520.00 F) 27 CONCRETE BARRIER (TYPE 60SE MODIFIED) M 340.0000 377,400.00 776.000 263,840.00 F) 28 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 16,800.00 512.506 15,375.18 S) 29 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 11,250.00 4,290.000 12,870.00 S) 30 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,820.00 954.000 1,908.00 S) (BROKEN 3.66 M - 0.92 M) 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,475.00 896.000 896.00 S) (BROKEN 5.18 M - 2.14 M) 32 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 23,950.00 118,801.466 59,400.73 S) 33 PAINT PAVEMENT MARKING M2 20.0000 1,800.00 45.860 917.20 S) 34 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 7,692.00 19,681.000 23,617.20 S) 35 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 9,300.00 8,641.000 25,923.00 S) 36 SIGNAL AND LIGHTING (LOCATION 1) LS 32,000.0000 32,000.00 1.000 32,000.00 S) 37 SIGNAL AND LIGHTING (LOCATION 2) LS 32,000.0000 32,000.00 1.000 32,000.00 S) 38 SIGNAL AND LIGHTING (LOCATION 3) LS 95,000.0000 95,000.00 1.000 95,000.00 S) PROGRAM CAS145 PAGE 10 DATE 04/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 09:38 AM ESTIMATE NO. 61 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/09/09 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 SIGNAL AND LIGHTING (LOCATION 4) LS 32,000.0000 32,000.00 1.000 32,000.00 S) 40 LIGHTING AND SIGN ILLUMINATION LS 360,000.0000 360,000.00 1.000 360,000.00 S) 41 LIGHTING CONDUIT (BRIDGE) M 35.0000 12,600.00 135.000 4,725.00 S) 42 COMMUNICATION CONDUIT (BRIDGE) M 35.0000 12,600.00 60.000 2,100.00 S) 43 SPRINKLER CONTROL CONDUIT (BRIDGE) M 35.0000 12,600.00 0.000 0.00 S) 44 TRAFFIC MONITORING STATION (LOCATION 1) LS 32,000.0000 32,000.00 1.000 32,000.00 S) 45 TRAFFIC MONITORING STATION (LOCATION 2) LS 32,000.0000 32,000.00 1.000 32,000.00 S) 46 FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 1.000 800,000.00 S) 47 RAMP METERING SYSTEM (LOCATION 1) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 48 RAMP METERING SYSTEM (LOCATION 2) LS 48,000.0000 48,000.00 1.000 48,000.00 S) 49 RAMP METERING SYSTEM (LOCATION 3) LS 48,000.0000 48,000.00 1.000 48,000.00 S) 50 RAMP METERING SYSTEM (LOCATION 4) LS 48,000.0000 48,000.00 1.000 48,000.00 S) 51 RAMP METERING SYSTEM (LOCATION 5) LS 48,000.0000 48,000.00 1.000 48,000.00 S) 52 RAMP METERING SYSTEM (LOCATION 6) LS 48,000.0000 48,000.00 1.000 48,000.00 S) 53 RAMP METERING SYSTEM (LOCATION 7) LS 48,000.0000 48,000.00 1.000 48,000.00 S) 54 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 55 ABANDON CULVERT EA 1,500.0000 4,500.00 0.000 0.00 56 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 57 EARTH RETAINING STRUCTURE, LOCATION 9 M2 500.0000 540,000.00 1,080.000 540,000.00 58 EARTH RETAINING STRUCTURE, LOCATION 10 M2 650.0000 1,394,250.00 2,227.000 1,447,550.00 59 ANTI-GRAFFITI PROTECTIVE COATING M2 10.0000 23,700.00 0.000 0.00 S) 60 COBBLESTONE TEXTURE M2 25.0000 59,250.00 2,911.500 72,787.50 S) 61 MINOR CONCRETE (GUTTER) M 60.0000 17,640.00 340.000 20,400.00 62 CONCRETE BARRIER (TYPE KA26A MODIFIED) M 185.0000 51,800.00 0.000 0.00 63 CABLE ANCHOR ASSEMBLY EA 650.0000 6,500.00 0.000 0.00 S) (BREAKAWAY, TYPE B) 64 TERMINAL SECTION (TYPE B) EA 150.0000 1,500.00 0.000 0.00 S) 65 END SECTION EA 200.0000 2,000.00 2.000 400.00 S) PROGRAM CAS145 PAGE 11 DATE 04/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 09:38 AM ESTIMATE NO. 61 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/09/09 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 STRUCTURE EXCAVATION (TIEBACK WALL) M3 19.0000 102,600.00 6,300.000 119,700.00 67 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 25.0000 92,500.00 3,580.000 89,500.00 68 STRUCTURE BACKFILL (TIEBACK WALL) M3 28.0000 10,640.00 400.000 11,200.00 69 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 27.0000 2,970.00 230.000 6,210.00 70 SOIL NAIL ASSEMBLY M 55.0000 990,000.00 19,584.000 1,077,120.00 71 TIEBACK ANCHOR EA 2,750.0000 899,250.00 319.000 877,250.00 72 STRUCTURAL CONCRETE M3 600.0000 975,000.00 1,430.200 858,120.00 73 BAR REINFORCING STEEL KG 2.1600 535,680.00 345,849.000 747,033.84 74 SHOTCRETE M3 400.0000 468,000.00 1,855.900 742,360.00 75 MINOR CONCRETE CHANNEL (TYPE A) M2 60.0000 52,620.00 887.000 53,220.00 76 PREPARE AND STAIN CONCRETE M2 27.0000 63,990.00 2,911.500 78,610.50 77 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 150.0000 900.00 5.000 750.00 78 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 79 SHARED FIELD DATA MANAGEMENT SYSTEM LS 250,000.0000 250,000.00 0.000 0.00 80 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 81 CONCRETE PAVEMENT(DOWELED TRANSVERSE M3 175.0000 3,237,500.00 19,655.716 3,439,750.30 JOINTS) 82 CONCRETE PAVEMENT M3 135.0000 2,362,500.00 17,382.350 2,346,617.25 (UNDOWELED TRANSVERSE JOINTS) 83 WATER POLLUTION CONTROL LS 120,000.0000 120,000.00 1.000 120,000.00 PROGRAM CAS145 PAGE 12 DATE 04/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 09:38 AM ESTIMATE NO. 61 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/09/09 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -625.00 62,067,933.90 ADJUSTMENT OF COMPENSATION -197,919.63 2,807,734.41 EXTRA WORK 232,950.17 6,235,063.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 34,405.54 71,110,732.24 84 MOBILIZATION LS 6700,000.0000 6,700,000.00 1.000 6,700,000.00 ORIGINAL CONTRACT AMOUNT 67,837,529.00 TOTAL WORK COMPLETED 34,405.54 77,810,732.24 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -92,759.73 TOTAL 34,405.54 77,717,972.51 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/26/04 990 09/10/04 09/10/04 03/09/09 1090 207 100 0 100% 100% HSU, PAUL RESIDENT ENGINEER PROGRAM CAS145 DATE 04/16/09