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 07/24/06 EST. NO.53 TIME 01:53 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- 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 0663 3,056.06 E.W. @ F.A.(+) 060605 N 2582.0 0712 5,767.11 030405 N 2677.0 0715 1,677.79 083105 N 2585.0 0726 1,299.54 010305 N 2650.0 0727-1 -460.00 101305 N 2651.0 DAO CORRECTING ENTRY 0732-1 -517.50 051205 N 2660.0 DAO CORRECTING ENTRY 0735-1 -4,140.00 102403 N 2663.0 DAO CORRECTING ENTRY 0736 5,509.63 041605 N 2678.0 0782-1 -396.80 011306 N 3187.0 DAO CORRECTING ENTRY 0784-1 -1,868.02 012206 N 3189.0 DAO CORRECTING ENTRY 0812 561.75 011606 N 3598.0 0813 561.75 011706 N 3602.0 0814 561.75 011806 N 3603.0 0815 561.75 011906 N 3607.0 0816 561.75 012006 N 3608.0 0817 561.75 012106 N 3609.0 0831 1,287.11 031506 N 3836.0 0847-1 -268.33 102605 N 2605.0 DAO CORRECTING ENTRY 0863 666.43 051106 N 4071.0 0864 666.43 051206 N 4072.0 0877 5,064.51 022006 N 3928.0 0880 3,408.17 032006 N ECGE80 0882 1,396.19 032206 N ECGE10 0893 478.15 053106 N 4101.0 0901 478.13 060106 N 4147.0 0902 478.13 060206 N 4148.0 0904 287.43 060706 N 4153.0 0905 531.56 060606 N 4154.0 0906 239.07 061306 N 4155.0 0907 119.77 060806 N 4156.0 0908 119.77 060906 N 4157.0 0909 509.76 051506 N 4169.0 0910 350.70 041906 N 4170.0 0911 56.32 061406 N 4182.0 0912 4,775.82 042106 N 4184.0 0913 446.50 062106 N 4190.0 0914 446.50 061906 N 4191.0 0915 446.50 062006 N 4192.0 0916 53.23 052306 N 4215.0 0917 5,313.13 052506 N 4219.0 0919 697.43 021606 N 4063.0 0922 167.28 100404 N 4319.0 0923 96.21 092504 N 4320.0 0925 208.09 092304 N 4322.0 0926 332.84 091704 N 4324.0 0927 235.13 091504 N 4327.0 0928 192.42 080604 N 4332.0 0929 659.32 080204 N 4333.0 0930 2,991.43 051806 N 4389.0 003 0354 1,042.45 E.W. @ F.A.(+) 101305 N 2717.0 0356 416.73 102105 N 2730.0 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 07/24/06 EST. NO.53 TIME 01:53 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0360 1,310.86 011105 N 1628.0 0367 275.99 041305 N 2545.0 0426 97.64 021006 N 3278.0 0488 3,604.98 123105 N 3502.0 0489 2,273.59 010806 N 3503.0 0509 2,238.37 111705 N 2684.0 0510 1,979.60 020206 N 4083.0 0516 1,018.69 022706 N 3630.0 0517 2,850.51 032206 N 3909.0 0518 799.57 041106 N 4030.0 0519 789.73 041406 N 4031.0 0520 1,842.27 040306 N 3994.0 0521 725.94 041306 N 4027.0 0522 1,038.11 060106 N 4149.0 0532 470.85 081104 N 4273.0 0533 765.44 081204 N 4275.0 005 0040 718.20 E.W. @ F.A.(+) 062206 N 4183.0 0041 683.10 063006 N 4383.0 008 0012 104.30 E.W. @ F.A.(+) 042905 Y 2923.0 011 0003-1 -2,665.06 E.W. @ F.A.(+) 110102 N 006 0 DAO CORRECTING ENTRY 0003-2 2,643.23 110102 N 006 0 DAO CORRECTING ENTRY 013 0014 3,496.70 E.W. @ F.A.(+) 122805 N 3518.0 0020 10,822.90 021506 N 3640.0 0028 5,672.35 122305 N 3517.0 0043 2,366.39 053106 N 4095.0 0050 1,366.81 012506 N 3151.0 0051 1,120.36 011806 N 3362.0 0052 3,225.49 110205 N 3505.0 0055 3,378.47 111505 N 3511.0 0056 4,626.61 122005 N 3515.0 0057 3,281.72 110105 N 3523.0 0058 2,878.62 102705 N 3530.0 0060 1,967.93 060206 N 4138.0 0061 2,076.56 060506 N 4139.0 0062 2,165.64 060606 N 4140.0 0063 828.46 052406 N 4146.0 0064 349.58 011906 N 4173.0 0066 2,370.77 060906 N 4176.0 0067 1,929.77 060806 N 4177.0 0071 3,281.11 060706 N 4165.0 0073 406.72 051706 N 4211.0 0074 3,736.13 052206 N 4213.0 0075 7,561.65 052306 N 4214.0 0076 1,243.09 052406 N 4217.0 0077 1,269.93 052506 N 4218.0 0078 7,738.21 052506 N 4226.0 0079 3,365.94 052606 N 4227.0 0081 1,038.85 053006 N 4229.0 0083 4,513.41 060106 N 4231.0 0084 8,999.61 060506 N 4232.0 0085 4,513.41 060706 N 4234.0 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 07/24/06 EST. NO.53 TIME 01:53 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0086 4,513.41 060906 N 4235.0 0088 463.36 061606 N 4368.0 0093 3,291.04 062206 N 4376.0 0094 2,028.04 062206 N 4222.0 0095 250.07 030906 N 4391.0 0096 1,787.03 062606 N 4392.0 0097 1,945.08 062706 N 4406.0 0098 2,252.24 062806 N 4407.0 0099 865.64 062206 N 4409.0 0100 702.60 062306 Y 4410.0 0101 512.22 012706 Y 4411.0 0102 2,637.10 062906 N 4415.0 0104 3,235.31 062706 N 4423.0 017 0029 3,914.06 E.W. @ F.A.(+) 092105 N 2528.0 021 0191 1,229.04 E.W. @ F.A.(+) 050306 N 4044.0 0196 1,733.80 050206 N 4050.0 023 0004-1 -1,764.99 E.W. @ F.A.(+) 121505 N 2988.0 DAO CORRECTING ENTRY 0007 1,357.42 120305 N 3419.0 0008 1,590.29 120305 N 3420.0 0009-1 -501.20 012406 N 3544.0 DAO CORRECTING ENTRY 0010-1 -533.44 102105 N 3547.0 DAO CORRECTING ENTRY 0011-1 -1,227.37 102605 N 3550.0 DAO CORRECTING ENTRY 0012-1 -576.71 122205 N 3552.0 DAO CORRECTING ENTRY 0013-1 -929.64 102705 N 3553.0 DAO CORRECTING ENTRY 0014-1 -968.33 103105 N 3555.0 DAO CORRECTING ENTRY 0015-1 -606.46 110105 N 3556.0 DAO CORRECTING ENTRY 0031 750.94 041906 N 4026.0 024 0140-1 -2,495.05 E.W. @ F.A.(+) 091505 N 2348.0 DAO CORRECTING ENTRY 0140-2 2,251.24 091505 N 2348.0 DAO CORRECTING ENTRY 0141-1 -2,556.38 091605 N 2349.0 DAO CORRECTING ENTRY 0141-2 2,251.24 091605 N 2349.0 DAO CORRECTING ENTRY 0142-1 -2,137.79 091705 N 2350.0 DAO CORRECTING ENTRY 0142-2 1,832.64 091705 N 2350.0 DAO CORRECTING ENTRY 0143-1 -3,086.44 091905 N 2351.0 DAO CORRECTING ENTRY 0143-2 2,837.74 091905 N 2351.0 DAO CORRECTING ENTRY 0144-1 -2,004.73 092005 N 2352.0 DAO CORRECTING ENTRY 0144-2 1,793.08 092005 N 2352.0 DAO CORRECTING ENTRY 0145-1 -2,250.08 092105 N 2353.0 DAO CORRECTING ENTRY 0145-2 1,793.08 092105 N 2353.0 DAO CORRECTING ENTRY 0146-1 -2,708.24 092205 N 2354.0 DAO CORRECTING ENTRY 0146-2 2,251.24 092205 N 2354.0 DAO CORRECTING ENTRY 0147-1 -2,976.91 092305 N 2355.0 DAO CORRECTING ENTRY 0147-2 2,519.88 092305 N 2355.0 DAO CORRECTING ENTRY 0148-1 -1,357.08 092405 N 2356.0 DAO CORRECTING ENTRY 0148-2 1,145.40 092405 N 2356.0 DAO CORRECTING ENTRY 0226 293.25 092605 N 2499.0 0246 363.78 082605 N 2542.0 0247 363.78 082905 N 2543.0 0248 363.78 092705 N 2544.0 0251 5,448.33 100605 N 2580.0 0278 3,724.75 080305 N 2655.0 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 07/24/06 EST. NO.53 TIME 01:53 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0289 446.72 041505 N 3230.0 0305-1 -1,181.60 110405 N 3251.0 DAO CORRECTING ENTRY 0305-2 1,181.60 110405 N 3251.0 DAO CORRECTING ENTRY 0306-1 -1,201.74 111005 N 3252.0 DAO CORRECTING ENTRY 0306-2 433.88 111005 N 3252.0 DAO CORRECTING ENTRY 0307 1,146.47 111705 Y 3253.0 0308-1 -1,089.13 112105 N 3254.0 DAO CORRECTING ENTRY 0308-2 1,089.13 112105 N 3254.0 DAO CORRECTING ENTRY 0313 990.06 120805 Y 3259.0 0315 601.31 121305 Y 3262.0 0316 860.29 121405 Y 3263.0 0317 735.90 121605 Y 3264.0 0318-1 -986.96 122105 N 3265.0 DAO CORRECTING ENTRY 0318-2 986.96 122105 N 3265.0 DAO CORRECTING ENTRY 0321-1 -1,001.07 122705 N 3268.0 DAO CORRECTING ENTRY 0321-2 1,001.07 122705 N 3268.0 DAO CORRECTING ENTRY 0324 1,551.37 010506 Y 3272.0 0327 226.69 021306 N 3381.0 0342 5,908.54 100705 N 3330.0 0348 534.01 081505 N 3235.0 0357 1,040.72 092305 N 2394.0 0362 803.62 080905 N 2328.0 0366 1,790.06 092905 N 2403.0 0368 1,724.91 101005 N 2418.0 0386 1,713.95 061405 N 3314.0 0397 5,089.06 091305 N 2368.0 0413 2,716.66 083005 N 2365.0 0415 178.07 120905 N 4181.0 0416 13,822.47 121205 N 3823.0 0417 4,702.11 E.W. @ L.S.(+) 072006 N 24S2-4 029 0029 272.10 E.W. @ F.A.(+) 080505 Y 2941.0 0042 2,520.06 031706 N 3910.0 0043 3,004.52 031606 N 3911.0 032 0018 1,834.56 E.W. @ F.A.(+) 051806 Y 4212.0 034 0018 1,765.39 E.W. @ F.A.(+) 061206 N 4197.0 0019 178.60 052506 N 4205.0 0020 406.48 051706 N 4194.0 0021 338.74 051806 N 4195.0 038 0023 221.36 E.W. @ F.A.(+) 061006 N 4377.0 0024 433.09 052706 N 4378.0 0025 1,205.03 051306 N 4379.0 0026 1,894.11 041506 N 4380.0 0027 221.36 031806 N 4381.0 0028 221.36 062406 N 4430 0 046 0017 48,661.08 A.C. @ U.P.(+) 072006 N 46-170 053 0171 1,691.92 E.W. @ F.A.(+) 060305 N 2770.0 0175 711.13 093005 N 2774.0 0214 277.84 062105 N 2796.0 0227 5,445.68 051905 N 2888.0 0228 12,256.28 032605 N 2889.0 0233 4,853.89 040105 N 2804.0 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 07/24/06 EST. NO.53 TIME 01:53 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0256 5,170.43 032905 N 2873.0 0291 345.51 010306 N 3081.0 0292 6,852.68 040105 N 2859.0 0295 17,391.25 021005 N 2899.0 0306 2,091.96 031505 N 2876.0 0307 11,149.90 032805 N 2900.0 0314 3,719.97 102805 N 3840.0 0315 1,945.23 103105 N 3841.0 0324 4,713.50 111505 N 3850.0 0343 184.16 012605 N 1712.0 0348 617.56 052306 N 4112.0 0351 766.07 032306 N 3905.0 0352 561.98 111304 N 1406.0 0353 451.12 112104 N 1485.0 0363 15,079.62 111204 N 4245.0 0364 3,275.43 111304 N 4246.0 0365 16,629.48 111504 N 4247.0 0366 19,027.20 111604 N 4248.0 0367 11,624.71 111904 N 4250.0 0368 14,940.82 112904 N 4254.0 0369 3,780.36 113004 N 4255.0 0373 17,095.12 111804 N 4249.0 0374 16,758.35 112204 N 4251.0 0375 12,773.23 112404 N 4253.0 0376 18,157.79 111704 N 4305.0 0377 68.98 070606 N 4417.0 0378 17,693.22 112304 N 4252.0 0379 1,425.92 E.W. @ L.S.(+) 072006 N 53S103 057 0035 6,475.02 E.W. @ F.A.(+) 122804 Y 3768.0 0039 75.56 062306 Y 4220.0 0040 439.24 062006 Y 4221.0 0042 1,373.53 022406 Y 4429.0 0044 762.24 022306 Y 4428 0 0045 1,374.69 030106 Y 4427.0 059 0134-1 -663.74 E.W. @ F.A.(+) 101904 N 1580.0 DAO CORRECTING ENTRY 0294-1 -1,885.02 090605 N 3708.0 DAO CORRECTING ENTRY 0338 531.31 101405 N 3716.0 0339 467.82 072304 N 4263.0 0340 446.37 081304 N 4264.0 0344 326.74 092704 N 4266.0 0345 105.19 050904 N 4268.0 064 0005 4.31 E.W. @ F.A.(+) 102005 N 2530.0 0006 19.39 102005 N 2593.0 066 0062 483.29 E.W. @ F.A.(+) 020206 N 3485.0 0093 434.04 031506 N 3982.0 0094 310.93 030706 N 4008.0 0095 709.50 012706 N 3165.0 0101 389.47 042706 N 4051.0 0115 4,317.20 122005 N 3414.0 0116 1,388.77 033006 N 3987.0 0118 881.72 060206 N 4136.0 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 07/24/06 EST. NO.53 TIME 01:53 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0119 226.15 060906 N 4206.0 0122 1,030.57 020406 N 3831.0 0123 371.34 031706 N 3906.0 0124 257.07 032706 N 3907.0 0126 1,275.50 051106 N 4396.0 070 0002 1,548.11 E.W. @ F.A.(+) 061506 N 4158.0 0003 1,858.09 060806 N 4161.0 0005 1,110.41 061206 N 4160.0 076 0032 47.91 E.W. @ F.A.(+) 042706 N 4048.0 0048 823.34 031706 N 3925.0 0049 897.39 031606 N 3926.0 0051 779.80 052606 N 4386.0 0052 1,335.63 062706 N 4408.0 0054 496.76 053106 N 4144.0 0055 200,727.54 E.W. @ U.P (+) 072006 N 76-550 083 0003 2,854.76 E.W. @ F.A.(+) 011305 N 3584.0 0007 46,497.44 011106 N 3737.0 0008 40,699.45 011206 N 3738.0 0009 35,250.38 011306 N 3739.0 0010 45,636.74 011006 N 3741.0 0012 2,469.67 020706 N 3284.0 0014 2,294.80 111705 N 3736.0 0016 2,738.80 011106 N 3582.0 0017 51,249.55 020706 N 3206.0 0018 38,513.65 020806 N 3211.0 084 0006 3,675.81 E.W. @ F.A.(+) 013005 N 3220.0 086 0039 1,254.05 E.W. @ F.A.(+) 020106 N 3167.0 0040 915.69 013106 N 3168.0 0041 1,355.74 020106 N 4172.0 0042 830.59 020806 N 3828.0 0043 2,087.37 012306 N 3932.0 092 0001 119,715.00 E.W. @ L.S.(+) 072006 N 92-010 0002 -11,534.50 A.C. @ L.S.(-) 072006 N 92-020 1,185,038.21 TOTAL THIS ESTIMATE 17,645,600.02 TOTAL PREVIOUS ESTIMATE 18,830,638.23 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 07/24/06 EST. NO.53 TIME 01:53 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE COMPLIANCE, PCC -578.16 04 CONCRETE OUT-OF-SPEC -4,067.52 08 SWPPP, 25% DEDUCT. -684,493.00 08 SWPPP 25% REDUCTION 684,493.00 09 RESTAKING CHARGE -900.00 10 LATE LANE CLOSURE -8,700.00 12 SOIL CEMENT NON-COMP -260,709.00 12 LAST LANE CLOSURE -391,500.00 14 OUT-OF-SPEC CONCRETE -400.00 14 OUT-OF-SPEC CONCRETE -1,276.85 14 OUT-OF-SPEC CONCRETE -2,442.90 14 OUT-OF-STATE INSPECT -2,500.00 14 SOIL CEM. NON-COMPL 260,709.00 14 LATE LANE CLOS. 26,100.00 18 INTEREST PAYMENTS 131.59 19 S5 ABT#12 -800.00 19 S5-805 BENT 15 PILES -4,880.00 19 CONE NON-COMPLIANCE -633.60 20 NON-COMPL ELECT SUB -227.30 24 RESTAKING CHARGES -2,380.00 28 LATE ELECT DIARY -454.54 31 CONC STRENGTH DECK -21,440.00 40 DMGS TO PGR INSTRUM. -103.18 42 0.00 -417,052.46 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCUMENTS -10,000.00 05 DOCS RECD 10,000.00 06 O/S DOCS -10,000.00 19 DOCS RECD 10,000.00 21 O/S DOCS -10,000.00 30 DOCS RECD 10,000.00 33 O/S DOCS -10,000.00 42 DOCS RECEIVED 10,000.00 44 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS MARCH -10,000.00 01 O/S PRS APRIL -10,000.00 02 O/S PRS MAY -10,000.00 03 PRS RECD MARCH 10,000.00 03 O/S PRS JUNE -10,000.00 04 O/S PRS JULY -10,000.00 05 PRS RECD JUNE 10,000.00 05 O/S PRS AUG -10,000.00 06 PRS RECD JULY 10,000.00 06 O/S PRS SEPT -10,000.00 07 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 07/24/06 EST. NO.53 TIME 01:53 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD MAY 10,000.00 07 O/S PRS OCT -10,000.00 08 PRS RECD AUG 10,000.00 08 O/S PRS NOV -10,000.00 09 PRS RECD OCT 10,000.00 09 O/S PRS DEC -10,000.00 10 O/S PRS JAN -10,000.00 11 PRS RECD NOV 10,000.00 11 PRS RECD DEC 10,000.00 11 O/S PRS FEB 03 -10,000.00 12 PRS RECD APRIL 02 10,000.00 12 PRS RECD JAN 03 10,000.00 12 O/S PRS MARCH -10,000.00 13 PRS RECD FEB 10,000.00 13 O/S PRS MAY -10,000.00 16 PRS RECD APRIL 10,000.00 16 APRIL CORRECTION -10,000.00 17 O/S PRS JUNE -10,000.00 17 O/S PRS JULY -10,000.00 18 O/S PRS AUG -10,000.00 19 O/S PRS SEPT 03 -10,000.00 20 PRS RECD JULY 03 10,000.00 20 O/S PRS OCT -10,000.00 21 PRS RECD SEPT 10,000.00 21 O/S PRS NOV -10,000.00 22 PRS RECD SEPT 03 10,000.00 22 O/S PS DEC -10,000.00 23 PRS RECD OCT 10,000.00 23 PRS RECD MARCH 03 10,000.00 26 PRS RECD MAY 03 10,000.00 26 PRS RECD DEC 03 10,000.00 26 O/S PRS APRIL -10,000.00 27 PRS RECD AUG 10,000.00 27 O/S PRS JUNE 04 -10,000.00 29 PRS RECD JUNE 03 10,000.00 29 PRS RECD APR 04 10,000.00 29 PRS RECD NOV 03 10,000.00 29 O/S PRS JULY -10,000.00 30 PRS RECD JUNE 10,000.00 30 O/S PRS AUG -10,000.00 31 O/S PRS SEPT -10,000.00 32 O/S PRS OCT -10,000.00 33 PRS RECD JULY 10,000.00 33 PRS RECD OCT 10,000.00 34 O/S PRS DEC -10,000.00 35 PRS RECD AUG 10,000.00 35 O/S PRS JAN 05 -10,000.00 36 O/S PRS FEB 05 -10,000.00 37 PRS RECD SEPT 04 10,000.00 37 PRS RECD DEC 04 10,000.00 37 PRS RECD JAN 05 10,000.00 37 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 07/24/06 EST. NO.53 TIME 01:53 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS MARCH -10,000.00 38 PRS RECD FEB 10,000.00 38 O/S PRS APRIL -10,000.00 39 O/S PRS MAY -10,000.00 40 O/S PRS JUNE -10,000.00 41 O/S PRS JULY -10,000.00 42 O/S PRS AUG -10,000.00 43 O/S PRS SEPT -10,000.00 44 PRS RECD AUG 05 10,000.00 44 PRS RECD JULY 05 10,000.00 44 PRS RECD JUNE 05 10,000.00 44 O/S PRS OCT -10,000.00 45 PRS RECD OCT 05 10,000.00 46 O/S PRS JAN 06 -10,000.00 48 PRS RECD SEPT 05 10,000.00 48 O/S PRS FEB -10,000.00 49 O/S PRS MARCH -10,000.00 50 PRS RECD JAN 06 10,000.00 50 PRS RECD FEB 06 10,000.00 50 O/S PRS APRIL -10,000.00 51 O/S PRS MAY 06 -10,000.00 52 PRS RECD MARCH 06 10,000.00 52 PRS RECD APRIL 06 10,000.00 52 O/S PRS JUNE 06 -10,000.00 53 PRS RECD MAY 06 10,000.00 53 0.00 -40,000.00 TOTAL DEDUCTIONS 0.00 -457,052.46 PROGRAM CAS145 PAGE 1 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:53 PM ESTIMATE NO. 53 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 07/24/06 LOCATION PROGRESS ESTIMATE 11-SD-5-R28.3/R37.0 ----------------- E.L. YEAGER CONSTRUCTION CO. IN SAN DIEGO COUNTY AT VARIOUS INC. LOCATIONS 3063 E.CARMEL VALLEY RD. SAN DIEGO,CA 92130 FED. AID NO. ACIM-X073(59)N ,STPL-6066(39)N WIDEN FREEWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 150,000.0000 150,000.00 0.750 112,500.00 02 TIME-RELATED OVERHEAD WDAY 4,000.0000 4,400,000.00 20.000 80,000.00 999.000 3,996,000.00 03 TEMPORARY FENCE (TYPE ESA) M 14.0000 20,300.00 1,918.000 26,852.00 04 TEMPORARY CHAIN LINK FENCE M 36.0000 97,200.00 2,045.000 73,620.00 (TYPE CL-1.8, SLATTED) 05 TEMPORARY CHAIN LINK GATE EA 550.0000 6,050.00 10.000 5,500.00 06 600 MM TEMPORARY CULVERT M 225.0000 29,250.00 122.200 27,495.00 07 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 550,000.0000 550,000.00 0.018 9,900.00 0.908 499,400.00 09 TEMPORARY EROSION CONTROL M2 0.2500 88,250.00 111,382.000 27,845.50 S) 10 TEMPORARY FIBER ROLL M 6.0000 198,000.00 16,743.130 100,458.78 11 TEMPORARY GRAVEL BAG EA 3.5000 19,250.00 1,186.000 4,151.00 12 TEMPORARY CONCRETE WASHOUT EA 1,000.0000 20,000.00 18.000 18,000.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 210,000.00 1.000 6,000.00 24.000 144,000.00 14 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.007 525.00 0.763 57,225.00 S) 15 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.018 14,400.00 0.908 726,400.00 S) 16 TYPE III BARRICADE EA 60.0000 1,200.00 4.000 240.00 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 22.0000 2,750.00 365.120 8,032.64 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 19,900.00 38,629.060 38,629.06 S) 19 TRAFFIC PLASTIC DRUM EA 36.0000 18,720.00 709.000 25,524.00 20 FLASHING BEACON (PORTABLE) EA 1,100.0000 2,200.00 0.000 0.00 S) 21 TEMPORARY PAVEMENT MARKER EA 3.5000 17,920.00 6,285.000 21,997.50 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 60,000.00 0.109 1,090.00 5.449 54,490.00 PROGRAM CAS145 PAGE 2 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:53 PM ESTIMATE NO. 53 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 30.0000 768,000.00 22,373.970 671,219.10 24 TEMPORARY CRASH CUSHION MODULE EA 185.0000 85,100.00 532.000 98,420.00 25 TEMPORARY CRASH CUSHION (ADIEM) EA 13,500.0000 162,000.00 12.000 162,000.00 26 ABANDON CULVERT EA 1,800.0000 19,800.00 1.000 1,800.00 9.000 16,200.00 27 ABANDON PIPELINE EA 1,000.0000 3,000.00 2.000 2,000.00 28 REMOVE FENCE M 10.0000 46,740.00 2,367.000 23,670.00 29 REMOVE METAL BEAM GUARD RAILING M 17.0000 49,470.00 4,015.430 68,262.31 30 REMOVE CABLE RAILING M 17.0000 2,550.00 0.000 0.00 31 REMOVE TRAFFIC STRIPE (YELLOW) M2 20.0000 20,600.00 1,309.594 26,191.88 32 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 12.0000 119,640.00 6,126.050 73,512.60 MARKING 33 REMOVE CHANNELIZERS EA 2.0000 340.00 0.000 0.00 34 REMOVE ROADSIDE SIGN EA 100.0000 2,800.00 4.000 400.00 35 REMOVE SIGN STRUCTURE EA 3,500.0000 49,000.00 9.000 31,500.00 36 REMOVE CULVERT EA 4,200.0000 21,000.00 6.000 25,200.00 37 REMOVE INLET EA 800.0000 5,600.00 13.000 10,400.00 38 RECONSTRUCT TYPE 9 BRIDGE RAILING M 300.0000 600.00 2.000 600.00 39 RESET ROADSIDE SIGN EA 200.0000 4,000.00 9.000 1,800.00 40 RELOCATE SIGN STRUCTURE EA 2,800.0000 5,600.00 0.000 0.00 S) 41 RELOCATE WATER METER EA 500.0000 500.00 1.000 500.00 42 MODIFY INLET EA 750.0000 3,750.00 4.500 3,375.00 43 MODIFY SIGN STRUCTURE EA 5,200.0000 57,200.00 11.000 57,200.00 S) 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 58.0000 2,958.00 0.000 0.00 S) (75 MM MAXIMUM) 45 REMOVE CONCRETE M3 100.0000 54,000.00 -6.880 -688.00 396.600 39,660.00 46 REMOVE CONCRETE (STRUCTURE) M3 125.0000 203,750.00 907.620 113,452.50 47 REMOVE CONCRETE CURB M 16.0000 1,456.00 35.100 561.60 48 REMOVE CONCRETE CURB AND SIDEWALK M 26.0000 14,820.00 568.400 14,778.40 49 REMOVE CONCRETE BARRIER M 17.0000 33,660.00 580.200 9,863.40 PROGRAM CAS145 PAGE 3 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:53 PM ESTIMATE NO. 53 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE ISLAND (PORTIONS) M3 85.0000 11,050.00 90.190 7,666.15 51 CAP INLET EA 800.0000 9,600.00 15.000 12,000.00 52 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 1.000 30,000.00 53 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 0.500 10,000.00 54 BRIDGE REMOVAL (PORTION), LOCATION C LS 28,000.0000 28,000.00 1.000 28,000.00 55 BRIDGE REMOVAL (PORTION), LOCATION D LS 28,000.0000 28,000.00 1.000 28,000.00 56 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000.00 57 DEVELOP WATER SUPPLY LS 82,800.0000 82,800.00 0.018 1,490.40 0.908 75,182.40 58 ROADWAY EXCAVATION M3 5.5000 3,957,800.00 7,996.500 43,980.75 787,851.000 4,333,180.50 59 ROADWAY EXCAVATION (TYPE Y) M3 12.0000 127,200.00 10,554.000 126,648.00 (AERIALLY DEPOSITED LEAD) 60 LEAD COMPLIANCE PLAN LS 20,000.0000 20,000.00 1.000 20,000.00 61 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 104,825.00 4,473.250 111,831.25 F) 62 STRUCTURE EXCAVATION (TYPE D) M3 175.0000 18,900.00 108.000 18,900.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 1,297,740.00 5,044.790 100,895.80 37,518.060 750,361.20 F) 64 STRUCTURE BACKFILL (BRIDGE) M3 105.0000 159,600.00 1,323.730 138,991.65 F) 65 ISOLATION CASING BACKFILL M3 60.0000 28,740.00 510.470 30,628.20 F) 66 STRUCTURE BACKFILL (RETAINING WALL) M3 43.0000 1,593,709.00 2,042.380 87,822.34 17,215.160 740,251.88 F) 67 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 173,100.00 53.560 3,213.60 1,248.110 74,886.60 F) WALL) 68 SAND BACKFILL M3 100.0000 192,000.00 1,915.350 191,535.00 69 DITCH EXCAVATION M3 30.0000 8,100.00 82.140 2,464.20 272.770 8,183.10 70 PLANTABLE GEOSYNTHETIC REINFORCED WALL M2 450.0000 8,852,400.00 19,586.500 8,813,925.00 71 STONE COLUMN (1.1 M) M 56.0000 1,349,600.00 38,326.300 2,146,272.80 S) 72 SOIL CEMENT M3 80.0000 1,704,000.00 22,547.690 1,803,815.20 S) 73 PREFABRICATED VERTICAL DRAIN M 2.5000 121,250.00 34,327.000 85,817.50 S) 74 HIGHWAY PLANTING LS 650,000.0000 650,000.00 0.751 488,150.00 S) 75 IMPORTED TOPSOIL M3 20.0000 82,400.00 12,591.000 251,820.00 S) 76 FIBER (HYDROSEED) KG 0.6000 13,020.00 323.000 193.80 S) PROGRAM CAS145 PAGE 4 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:53 PM ESTIMATE NO. 53 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TEMPORARY EROSION CONTROL (TYPE 2) M2 0.6000 70,800.00 0.000 0.00 S) 78 TEMPORARY EROSION CONTROL (TYPE 3) M2 0.6000 58,800.00 28,242.000 16,945.20 S) 79 COMPOST (HYDROSEED) KG 0.1000 2,300.00 342.000 34.20 S) 80 MOVE IN/MOVE OUT (EROSION CONTROL) EA 400.0000 4,000.00 2.000 800.00 S) 81 PURE LIVE SEED (HYDROSEED 1) KG 200.0000 26,000.00 3.770 754.00 S) 82 PURE LIVE SEED (HYDROSEED 2) KG 190.0000 34,200.00 0.000 0.00 S) 83 PURE LIVE SEED (HYDROSEED 3) KG 220.0000 2,420.00 0.000 0.00 S) 84 PURE LIVE SEED (SEEDING 1) KG 160.0000 112.00 0.000 0.00 S) 85 PURE LIVE SEED (SEEDING 2) KG 160.0000 6,400.00 0.000 0.00 S) 86 STABILIZING EMULSION (HYDROSEED) KG 2.0000 4,000.00 23.000 46.00 S) 87 COMMERCIAL FERTILIZER (HYDROSEED) KG 1.0000 350.00 4.750 4.75 S) 88 BONDED FIBER MATRIX (HYDROSEED) KG 2.5000 5,875.00 0.000 0.00 S) 89 TRANSPLANT TREE EA 100.0000 800.00 4.000 400.00 S) 90 PLANT ESTABLISHMENT WORK LS 100,000.0000 100,000.00 0.088 8,800.00 S) 91 IRRIGATION SYSTEM LS 500,000.0000 500,000.00 1.000 500,000.00 S) 92 40 MM WATER METER EA 20,000.0000 20,000.00 0.000 0.00 93 50 MM WATER METER EA 25,000.0000 100,000.00 4.000 100,000.00 94 250 MM CORRUGATED HIGH DENSITY M 65.0000 20,800.00 39.000 2,535.00 POLYETHYLENE PIPE CONDUIT 95 EXTEND 250 MM CONDUIT M 270.0000 5,400.00 18.100 4,887.00 96 CLASS 4 AGGREGATE SUBBASE M3 53.0000 33,920.00 664.720 35,230.16 97 CLASS 2 AGGREGATE BASE M3 24.0000 1,502,400.00 1,244.678 29,872.27 55,786.842 1,338,884.21 98 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 550.0000 7,700.00 0.000 0.00 99 ASPHALT CONCRETE (TYPE A) TONN 50.0000 1,160,000.00 163.740 8,187.00 13,978.055 698,902.75 00 ASPHALT CONCRETE BASE (TYPE A) TONN 50.0000 2,535,000.00 3,960.700 198,035.00 43,870.515 2,193,525.75 01 PLACE ASPHALT CONCRETE DIKE M 2.0000 18,000.00 9,892.200 19,784.40 02 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 23.0000 42,320.00 2,651.120 60,975.76 AREA) 03 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 3,600.00 10.904 3,271.20 PROGRAM CAS145 PAGE 5 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:53 PM ESTIMATE NO. 53 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE PAVEMENT M3 150.0000 4,950,000.00 25,960.762 3,894,114.30 05 SEAL PAVEMENT JOINT M 4.0000 208,800.00 39,364.600 157,458.40 06 FURNISH STEEL PILING (HP 305 X 110) M 40.0000 240,400.00 5,890.630 235,625.20 07 DRIVE STEEL PILE (HP 305 X 110) EA 2,300.0000 598,000.00 255.000 586,500.00 08 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 230.0000 330,970.00 1,832.840 421,553.20 S) PILING 09 1.0 M CAST-IN-DRILLED-HOLE CONCRETE M 800.0000 67,200.00 83.680 66,944.00 S) PILING 10 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,170.0000 1,404,000.00 1,228.430 1,437,263.10 S) PILING 11 1.7 M CAST-IN-DRILLED-HOLE CONCRETE M 1,600.0000 251,200.00 164.850 263,760.00 S) PILING 12 2.3 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 1,550,000.00 774.250 1,548,500.00 S) PILING 13 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 408,800.00 153.730 430,444.00 S) PILING 14 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 2,650.0000 646,600.00 244.210 647,156.50 S) PILING 15 3.2 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 1,440,000.00 358.550 1,434,200.00 S) PILING 16 3.8 M CAST-IN-DRILLED-HOLE CONCRETE M 5,700.0000 433,200.00 72.180 411,426.00 S) PILING 17 1.5 M PERMANENT STEEL CASING M 450.0000 540,000.00 1,204.998 542,249.10 S) 18 1.7 M PERMANENT STEEL CASING M 1,175.0000 184,475.00 164.850 193,698.75 S) 19 2.3 M PERMANENT STEEL CASING M 920.0000 713,000.00 773.020 711,178.40 S) 20 2.6 M PERMANENT STEEL CASING M 2,400.0000 350,400.00 145.210 348,504.00 S) 21 3.2 M PERMANENT STEEL CASING M 1,500.0000 540,000.00 359.340 539,010.00 S) 22 3.8 M PERMANENT STEEL CASING M 3,150.0000 239,400.00 76.740 241,731.00 S) 23 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 620.0000 125,240.00 203.530 126,188.60 S) PILING (ROCK SOCKET) 24 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 700.0000 18,200.00 25.770 18,039.00 S) PILING (ROCK SOCKET) 25 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 1,150.0000 554,300.00 482.000 554,300.00 S) PILING (ROCK SOCKET) 26 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 1,730.0000 243,930.00 146.080 252,718.40 S) PILING (ROCK SOCKET) 27 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 780,000.00 301.830 784,758.00 S) PILING (ROCK SOCKET) 28 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 298,200.00 76.180 319,956.00 S) PILING (ROCK SOCKET) 29 PRESTRESSING CAST-IN-PLACE CONCRETE LS 725,000.0000 725,000.00 1.000 725,000.00 S) 30 PRESTRESSING LS 50,000.0000 50,000.00 1.000 50,000.00 S) PROGRAM CAS145 PAGE 6 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:53 PM ESTIMATE NO. 53 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 275.0000 79,750.00 325.000 89,375.00 F) 32 STRUCTURAL CONCRETE, BRIDGE M3 550.0000 15,961,000.00 33.350 18,342.50 29,069.350 15,988,142.50 F) 33 STRUCTURAL CONCRETE, RETAINING WALL M3 330.0000 292,380.00 895.220 295,422.60 F) 34 RIVER ROCK ARCHITECTURAL TEXTURE M2 40.0000 474,240.00 703.920 28,156.80 6,698.330 267,933.20 F) 35 STUCCO ARCHITECTURAL TEXTURE M2 54.0000 12,312.00 0.000 0.00 F) 36 STRUCTURAL CONCRETE, APPROACH SLAB M3 720.0000 630,720.00 715.930 515,469.60 F) (TYPE N) 37 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,900.0000 38,000.00 19.650 37,335.00 F) (TYPE R) 38 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,700.0000 88,400.00 83.630 142,171.00 F) 39 CLASS 2 CONCRETE (RETAINING WALL) M3 310.0000 4,302,800.00 365.300 113,243.00 7,328.450 2,271,819.50 F) 40 MINOR CONCRETE (MINOR STRUCTURE) M3 1,450.0000 938,150.00 747.279 1,083,554.55 F) 41 PAVING NOTCH EXTENSION M3 1,500.0000 4,500.00 1.440 2,160.00 F) 42 HEAVY BLAST TEXTURE M2 53.0000 5,830.00 110.000 5,830.00 F) 43 FRACTURED FIN TEXTURE M2 190.0000 9,500.00 50.000 9,500.00 F) 44 DRILL AND BOND DOWEL M 75.0000 5,025.00 46.800 3,510.00 45 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 100,000.00 4.000 100,000.00 S) BULB-TEE GIRDER (30 M-35 M) 46 FURNISH PRECAST PRESTRESSED CONCRETE EA 27,000.0000 216,000.00 8.000 216,000.00 S) BULB-TEE GIRDER (35 M-40 M) 47 ERECT PRECAST PRETENSIONED GIRDER EA 20,000.0000 240,000.00 12.000 240,000.00 S) 48 RETAINING WALL (MASONRY WALL) M2 105.0000 2,835.00 0.000 0.00 49 PTFE BEARING EA 4,300.0000 34,400.00 8.000 34,400.00 S) 50 PTFE SPHERICAL BEARING EA 5,200.0000 187,200.00 36.000 187,200.00 S) 51 JOINT SEAL (MR 30 MM) M 140.0000 6,300.00 0.000 0.00 S) 52 JOINT SEAL (MR 15 MM) M 120.0000 5,520.00 0.000 0.00 S) 53 JOINT SEAL ASSEMBLY (MR 60 MM) M 400.0000 18,400.00 0.000 0.00 S) 54 JOINT SEAL ASSEMBLY (MR 70 MM) M 380.0000 4,940.00 0.000 0.00 S) 55 JOINT SEAL ASSEMBLY (MR 80 MM) M 360.0000 8,640.00 0.000 0.00 S) 56 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,300.0000 32,500.00 12.260 15,938.00 12.260 15,938.00 S) 57 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,500.0000 93,000.00 12.130 18,195.00 37.130 55,695.00 S) PROGRAM CAS145 PAGE 7 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:53 PM ESTIMATE NO. 53 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 1,600.0000 38,400.00 0.000 0.00 S) 59 JOINT SEAL (MR 40 MM) M 140.0000 8,960.00 42.070 5,889.80 S) 60 JOINT SEAL (MR 50 MM) M 200.0000 12,600.00 38.860 7,772.00 S) 61 JOINT SEAL (MR 50 MM - TYPE B) M 230.0000 13,800.00 48.740 11,210.20 S) 62 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 8,991,500.00 9,061,637.630 9,061,637.63 SF) 63 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 968,067.60 11,491.600 13,789.92 398,286.678 477,944.01 SF) 64 COLUMN CASING KG 11.0000 95,700.00 0.000 0.00 SF) 65 ISOLATION CASING KG 1.0000 232,300.00 244,202.400 244,202.40 SF) 66 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.0000 10,326.00 590.000 3,540.00 F) WITH WALKWAY) 67 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 4,533.00 380.000 1,140.00 SF)WITH WALKWAY) 68 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.0000 886,825.00 98,010.000 490,050.00 F) 69 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 177,365.00 98,010.000 98,010.00 SF) 70 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 27,800.00 3,895.000 19,475.00 F) 71 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 5,560.00 2,665.000 2,665.00 SF) 72 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 315,890.00 80,890.000 404,450.00 F) 73 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 61,078.00 78,945.000 78,945.00 SF) 74 760 MM CAST-IN-DRILLED-HOLE M 1,000.0000 50,000.00 26.600 26,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 75 920 MM CAST-IN-DRILLED-HOLE M 1,100.0000 165,000.00 23.000 25,300.00 130.000 143,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 76 1070 MM CAST-IN-DRILLED-HOLE M 1,400.0000 294,000.00 192.700 269,780.00 S) CONCRETE PILE (SIGN FOUNDATION) 77 1220 MM CAST-IN-DRILLED-HOLE M 1,600.0000 40,000.00 18.000 28,800.00 S) CONCRETE PILE (SIGN FOUNDATION) 78 METAL (BARRIER MOUNTED SIGN) KG 33.0000 36,960.00 0.000 0.00 79 ROADSIDE SIGN - ONE POST EA 235.0000 18,330.00 23.000 5,405.00 80 ROADSIDE SIGN - TWO POST EA 600.0000 8,400.00 5.000 3,000.00 81 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 130.0000 1,300.00 4.000 520.00 METHOD) 82 PREPARE AND STAIN CONCRETE M2 27.0000 320,085.00 4,686.670 126,540.09 F) 83 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 11,100.00 17.800 5,340.00 245.996 73,798.80 84 600 MM ALTERNATIVE PIPE CULVERT M 140.0000 940,800.00 -61.990 -8,678.60 6,939.410 971,517.40 PROGRAM CAS145 PAGE 8 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:53 PM ESTIMATE NO. 53 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 750 MM ALTERNATIVE PIPE CULVERT M 150.0000 70,500.00 1.300 195.00 432.600 64,890.00 86 900 MM ALTERNATIVE PIPE CULVERT M 350.0000 27,300.00 85.000 29,750.00 87 1050 MM ALTERNATIVE PIPE CULVERT M 500.0000 10,500.00 224.500 112,250.00 88 300 MM POLYVINYL CHLORIDE PIPE (CL 200) M 425.0000 18,700.00 77.700 33,022.50 89 400 MM POLYVINYL CHLORIDE PIPE (CL 200) M 400.0000 76,000.00 187.500 75,000.00 90 1350 MM HIGH DENSITY POLYETHYLENE PIPE M 390.0000 39,000.00 0.000 0.00 (TYPE S) 91 HIGH DENSITY POLYETHYLENE PIPE LINING M3 150.0000 12,000.00 0.000 0.00 GROUT 92 750 MM REINFORCED CONCRETE PIPE M 250.0000 82,500.00 324.400 81,100.00 93 1200 MM REINFORCED CONCRETE PIPE M 360.0000 21,600.00 60.000 21,600.00 94 600 MM REINFORCED CONCRETE PIPE M 520.0000 45,760.00 -7.700 -4,004.00 76.450 39,754.00 (CLASS V) 95 750 MM REINFORCED CONCRETE PIPE M 820.0000 22,960.00 41.120 33,718.40 (CLASS V) 96 1050 MM REINFORCED CONCRETE PIPE M 440.0000 11,440.00 28.000 12,320.00 (CLASS V) 97 1350 MM REINFORCED CONCRETE PIPE M 430.0000 18,490.00 42.000 18,060.00 (CLASS V) 98 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,400.0000 28,000.00 23.000 32,200.00 (CLASS III) 99 2275 MM STRUCTURAL STEEL PLATE PIPE M 930.0000 25,110.00 18.000 16,740.00 (3.56 MM THICK) 00 200 MM BITUMINOUS COATED CORRUGATED M 250.0000 5,250.00 18.000 4,500.00 STEEL PIPE DOWNDRAIN 01 300 MM BITUMINOUS COATED CORRUGATED M 200.0000 7,400.00 16.200 3,240.00 38.200 7,640.00 STEEL PIPE DOWNDRAIN 02 600 MM BITUMINOUS COATED CORRUGATED M 210.0000 7,350.00 28.000 5,880.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 03 750 MM BITUMINOUS COATED CORRUGATED M 350.0000 8,750.00 8.000 2,800.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 04 1050 MM BITUMINOUS COATED CORRUGATED M 400.0000 4,800.00 10.000 4,000.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 05 450 MM BITUMINOUS COATED CORRUGATED M 240.0000 13,440.00 56.300 13,512.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 06 GRATED LINE DRAIN M 240.0000 184,800.00 -71.600 -17,184.00 731.200 175,488.00 07 900 MM CORRUGATED STEEL PIPE RISER M 360.0000 2,160.00 5.700 2,052.00 (1.63 MM THICK) 08 500 MM WELDED STEEL PIPE (9.53 MM THICK) M 730.0000 25,550.00 25.000 18,250.00 09 750 MM HEAVY DUTY AUTOMATIC EA 3,500.0000 7,000.00 2.000 7,000.00 DRAINAGE GATE PROGRAM CAS145 PAGE 9 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:53 PM ESTIMATE NO. 53 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 10 1200 MM HEAVY DUTY AUTOMATIC DRAINAGE EA 8,000.0000 32,000.00 4.000 32,000.00 GATE 11 300 MM GATE VALVE EA 2,200.0000 8,800.00 0.000 0.00 12 400 MM BUTTERFLY VALVE EA 2,600.0000 5,200.00 2.000 5,200.00 13 600 MM PRECAST CONCRETE PIPE RISER M 1,000.0000 5,000.00 5.000 5,000.00 14 900 MM REINFORCED CONCRETE PIPE RISER M 600.0000 16,200.00 18.700 11,220.00 15 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 3,975.00 0.000 0.00 16 ROCK SLOPE PROTECTION M3 70.0000 4,130.00 42.750 2,992.50 (BACKING NO. 2, METHOD B) 17 ROCK SLOPE PROTECTION (1T, METHOD B) M3 65.0000 14,950.00 171.000 11,115.00 18 CONCRETED-ROCK SLOPE PROTECTION M2 125.0000 7,125.00 0.000 0.00 (LIGHT, METHOD A) 19 SLOPE PAVING (CONCRETE) M3 520.0000 6,240.00 19.000 9,880.00 F) 20 MINOR CONCRETE (CHANNEL LINING) M3 300.0000 210,000.00 694.020 208,206.00 21 ROCK SLOPE PROTECTION FABRIC M2 4.0000 1,440.00 233.310 933.24 22 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 126,000.00 141.531 63,688.95 CONSTRUCTION) 23 MINOR CONCRETE (MISC CONSTRUCTION) M3 460.0000 404,800.00 546.932 251,588.72 COLORED CONCRETE 24 MINOR CONCRETE (GUTTER) M3 650.0000 16,900.00 40.300 26,195.00 25 MINOR CONCRETE (TEXTURED PAVING) M2 100.0000 54,000.00 0.000 0.00 26 MISCELLANEOUS IRON AND STEEL KG 3.0000 95,103.00 7,847.000 23,541.00 23,779.000 71,337.00 F) 27 MISCELLANEOUS METAL KG 4.0000 20,800.00 5,200.000 20,800.00 SF)(RESTRAINER - PIPE TYPE) 28 MISCELLANEOUS METAL KG 10.0000 145,300.00 5,610.000 56,100.00 13,420.000 134,200.00 SF)(RESTRAINER - CABLE TYPE) 29 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 3,500.00 700.000 3,500.00 SF) 30 BRIDGE DECK DRAINAGE SYSTEM KG 3.0000 78,660.00 25,334.000 76,002.00 SF) 31 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 292,500.00 166.500 8,325.00 1,622.300 81,115.00 S) 32 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 19,800.00 0.000 0.00 S) 33 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,100.0000 12,100.00 2.000 2,200.00 2.000 2,200.00 S) 34 DELINEATOR (CLASS 1) EA 20.0000 5,000.00 36.000 720.00 35 MILEPOST MARKER EA 30.0000 1,380.00 0.000 0.00 36 GUARD RAILING DELINEATOR EA 16.0000 2,720.00 60.000 960.00 PROGRAM CAS145 PAGE 10 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:53 PM ESTIMATE NO. 53 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 37 METAL BEAM GUARD RAILING (WOOD POST) M 55.0000 71,500.00 122.000 6,710.00 1,244.850 68,466.75 S) 38 CONCRETE BARRIER (TYPE 25) M 115.0000 599,265.00 4,678.100 537,981.50 F) 39 CONCRETE BARRIER (TYPE 25A) M 175.0000 218,925.00 549.000 96,075.00 F) 40 CONCRETE BARRIER (TYPE 25B) M 240.0000 43,200.00 119.000 28,560.00 41 CABLE RAILING M 21.0000 119,700.00 5.100 107.10 1,389.100 29,171.10 S) 42 END SECTION EA 155.0000 4,340.00 8.000 1,240.00 S) 43 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 70,000.00 17.000 34,000.00 S) 44 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 625.0000 12,500.00 17.000 10,625.00 S) 45 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 825.0000 8,250.00 2.000 1,650.00 S) 46 RETURN SECTION EA 120.0000 1,200.00 2.000 240.00 S) 47 CRASH CUSHION, SAND FILLED EA 4,000.0000 24,000.00 0.000 0.00 S) 48 CRASH CUSHION (ADIEM) EA 15,500.0000 15,500.00 0.000 0.00 S) 49 CONCRETE BARRIER (TYPE 60) M 100.0000 550,000.00 1,651.420 165,142.00 50 CONCRETE BARRIER (TYPE 60A) M 120.0000 62,160.00 381.000 45,720.00 F) 51 CONCRETE BARRIER (TYPE 60C) M 180.0000 135,000.00 483.000 86,940.00 52 CONCRETE BARRIER (TYPE 60D) M 80.0000 262,400.00 1,714.000 137,120.00 53 CONCRETE BARRIER (TYPE 60E) M 335.0000 559,450.00 590.600 197,851.00 54 THERMOPLASTIC PAVEMENT MARKING M2 33.0000 101,970.00 154.330 5,092.89 S) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 14,640.00 2,267.400 1,813.92 S) 56 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 16,680.00 992.000 2,976.00 S) 57 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 11,900.00 2,300.080 5,750.20 S) (BROKEN 3.66 M - 0.92 M) 58 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,050.00 219.000 657.00 S) (BROKEN 11.00 M - 3.5 M) 59 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 104,000.00 120,749.457 60,374.73 S) 60 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 61 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 35,700.00 21,436.000 21,436.00 S) 62 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 52,500.00 9,217.000 27,651.00 S) 63 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.950 71,250.00 S) PROGRAM CAS145 PAGE 11 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:53 PM ESTIMATE NO. 53 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 64 SIGNAL AND LIGHTING (LOCATION 2) LS 75,000.0000 75,000.00 0.090 6,750.00 S) 65 LIGHTING AND SIGN ILLUMINATION LS 1300,000.0000 1,300,000.00 0.011 14,300.00 0.670 871,000.00 S) 66 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.780 15,600.00 S) (LOCATION 1) 67 CHANGEABLE MESSAGE SIGN SYSTEM LS 75,000.0000 75,000.00 0.960 72,000.00 S) (LOCATION 2) 68 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 S) (LOCATION 3) 69 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.980 19,600.00 S) (LOCATION 4) 70 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 1,700.0000 5,100.00 2.000 3,400.00 2.000 3,400.00 S) (TYPE A) 71 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,200.0000 6,600.00 0.000 0.00 S) (TYPE B) 72 LIGHTING CONDUIT (BRIDGE) M 21.0000 66,990.00 2,604.000 54,684.00 S) 73 ELECTRIC SERVICE (IRRIGATION) LS 18,000.0000 18,000.00 0.940 16,920.00 S) 74 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 0.170 4,250.00 0.670 16,750.00 S) 75 TRAFFIC MONITORING STATION (LOCATION 2) LS 35,000.0000 35,000.00 0.230 8,050.00 0.670 23,450.00 S) 76 TRAFFIC MONITORING STATION (LOCATION 3) LS 48,000.0000 48,000.00 0.060 2,880.00 0.460 22,080.00 S) 77 TRAFFIC MONITORING STATION (LOCATION 4) LS 45,000.0000 45,000.00 0.090 4,050.00 0.490 22,050.00 S) 78 TRAFFIC MONITORING STATION (LOCATION 5) LS 11,000.0000 11,000.00 0.390 4,290.00 0.700 7,700.00 S) 79 FIBER OPTIC COMMUNICATION SYSTEM LS 950,000.0000 950,000.00 0.003 2,850.00 0.941 893,950.00 S) 80 RAMP METERING SYSTEM (LOCATION 1) LS 110,000.0000 110,000.00 0.030 3,300.00 0.900 99,000.00 S) 81 RAMP METERING SYSTEM (LOCATION 2) LS 65,000.0000 65,000.00 0.000 0.00 S) 82 RAMP METERING SYSTEM (LOCATION 3) LS 90,000.0000 90,000.00 0.040 3,600.00 0.640 57,600.00 S) 83 REMOVE RAMP METERING SYSTEM LS 4,000.0000 4,000.00 0.000 0.00 84 150 MM FIRE HYDRANT ASSEMBLY EA 2,500.0000 2,500.00 1.000 2,500.00 85 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 86 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 25,000.0000 25,000.00 0.018 450.00 0.908 22,700.00 SYSTEM DATA DELIVERY 87 SEAL LONGITUDINAL ISOLATION JOINT M 1.0000 32,400.00 6,714.000 6,714.00 88 WATER METER (BUILDING) EA 3,000.0000 3,000.00 1.000 3,000.00 PROGRAM CAS145 PAGE 12 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:53 PM ESTIMATE NO. 53 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 949,265.08 89,702,009.51 ADJUSTMENT OF COMPENSATION 37,126.58 8,791,126.36 EXTRA WORK 1,147,911.63 10,039,511.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,134,303.29 108,532,647.74 89 MOBILIZATION LS 9500,000.0000 9,500,000.00 1.000 9,500,000.00 ORIGINAL CONTRACT AMOUNT 109,174,194.60 TOTAL WORK COMPLETED 2,134,303.29 118,032,647.74 MATERIALS ON HAND ON SITE 711,187.54 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -457,052.46 TOTAL 2,134,303.29 118,286,782.82 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE (S) PREVENTION PLAN 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 03/12/02 1350 03/27/02 03/27/02 07/17/08 999 77 144 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY KHAN, MOHAMMED RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 07/24/06