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 01/24/11 EST. NO.17 TIME 02:04 PM R.E. NAME: BOTROS, SHERIF 07-117074 --------------------------------------------------------------------------- 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 0311 181.92 E.W. @ F.A.(+) 111010 N 0698.0 0312 181.92 111210 N 0699.0 0313 221.60 110910 N 0700.0 0314 514.67 110910 N 0701.0 0315 567.39 110810 N 0702.0 0316 181.92 110810 N 0703.0 0317 843.50 110710 N 0704.0 0318 257.34 110210 N 0705.0 0319 181.92 110210 N 0706.0 0320 181.92 110310 N 0707.0 0321 181.92 110410 N 0708.0 0322 181.92 110510 N 0710.0 0323 882.62 040710 N 0739.0 0324 2,335.45 072910 N 0752.0 0325 550.31 111810 N 0755.0 0326 550.31 111710 N 0756.0 0327 339.54 110610 N 0757.0 0328 514.67 110310 N 0758.0 0329 5,119.12 030310 N 0185.0 0330 2,344.37 041810 N 0239.0 0331 263.30 111410 N 0725.0 0332 259.61 111510 N 0727.0 0333 550.31 111510 N 0729.0 0334 151.60 111610 N 0731.0 0335 550.31 111610 N 0732.0 0336 181.92 111710 N 0733.0 0337 121.28 111810 N 0736.0 0338 121.28 112310 N 0785.0 0339 181.92 112410 N 0786.0 0340 121.28 112910 N 0787.0 0341 265.20 121310 N 0790.0 0342 60.64 121510 N 0795.0 0344 257.62 121610 N 0807.0 0345 176.81 122010 N 0809.0 0346 265.20 122710 N 0813.0 0347 1,028.32 122010 N 0810.0 002 0007 3,943.72 E.W. @ F.A.(+) 041610 N 0724.0 0008 468.80 072610 N 0420.0 008 0015 2,302.60 E.W. @ F.A.(+) 121009 N 0100.0 0067 1,250.64 110410 N 0709.0 0068 630.67 052010 N 0713.0 0069 485.12 111510 N 0726.0 0070 263.51 111810 N 0735.0 0071 353.62 112410 N 0788.0 0072 265.20 112310 N 0789.0 0073 265.20 121310 N 0791.0 0074 176.81 121410 N 0794.0 0075 171.60 082610 N 0799.0 0076 262.66 121710 N 0805.0 0077 890.23 121410 N 0808.0 0078 176.81 122710 N 0812.0 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 01/24/11 EST. NO.17 TIME 02:04 PM R.E. NAME: BOTROS, SHERIF 07-117074 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 018 0012 150.00 A.C. @ U.P.(+) 043010 N 0814.0 0013 94.40 043010 N 0815.0 0014 132.00 043010 N 0816.0 0015 108.80 043010 N 0817.0 0016 127.20 043010 N 0818.0 0017 106.40 043010 N 0819.0 0018 68.80 053110 N 0820.0 0019 66.80 053110 N 0821.0 0020 123.20 053110 N 0822.0 0021 140.00 053110 N 0823.0 0022 128.00 053110 N 0824.0 0023 128.80 053110 N 0825.0 0024 128.80 053110 N 0826.0 0025 128.00 053110 N 0827.0 0026 140.80 063010 N 0829.0 0027 169.20 063010 N 0830.0 0028 99.60 063010 N 0831.0 0029 72.00 063010 N 0832.0 0030 32.80 063010 N 0833.0 0031 78.00 063010 N 0834.0 0032 92.00 063010 N 0835.0 0033 44.80 073110 N 0837.0 0034 86.40 073110 N 0838.0 0035 38.40 073110 N 0839.0 0036 62.00 073110 N 0840.0 0037 44.80 073110 N 0844.0 0038 172.00 073110 N 0845.0 0039 142.00 083110 N 0846.0 0040 32.00 083110 N 0847.0 0041 114.40 113010 N 0848.0 0042 142.00 083110 N 0849.0 0043 12.80 083110 N 0850.0 0044 127.60 083110 N 0851.0 0045 66.40 083110 N 0852.0 0046 51.60 093010 N 0853.0 0047 8.00 093010 N 0854.0 0048 133.60 093010 N 0856.0 0049 92.40 093010 N 0857.0 0050 166.40 093010 N 0858.0 0051 100.80 073110 N 0842.0 0052 65.60 073110 N 0843.0 0053 89.60 103110 N 0859.0 0054 148.80 113010 N 0860.0 0055 95.20 103110 N 0861.0 0056 92.00 103110 N 0862.0 0057 87.60 103110 N 0863.0 0058 110.40 103110 N 0864.0 0059 112.00 113010 N 0865.0 021 0079 176.00 E.W. @ F.A.(+) 061810 N 0613.9 022 0006 679.68 E.W. @ F.A.(+) 113009 N 0049.9 024 0022 4,772.96 E.W. @ F.A.(+) 021010 N 0145.0 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 01/24/11 EST. NO.17 TIME 02:04 PM R.E. NAME: BOTROS, SHERIF 07-117074 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0023 5,037.59 020810 N 0181.0 0024 6,772.84 022410 N 0190.0 0025 4,764.41 020910 N 0166.1 0027 5,936.97 020510 N 0182.1 0030 2,803.34 060810 N 0400.0 0031 2,922.48 042910 N 0531.0 0035 3,358.17 050310 N 0407.0 0036 4,879.28 042810 N 0535.0 0037 4,662.28 042610 N 0536.0 0038 521.61 050410 N 0625.0 0039 1,217.40 052610 N 0649.0 0040 1,825.27 052810 N 0655.0 0042 4,177.80 060210 N 0671.0 0043 4,275.62 060210 N 0673.0 0044 3,642.67 060310 N 0676.0 0045 4,668.24 060410 N 0678.0 0046 1,847.31 060710 N 0681.0 0047 1,767.90 052710 N 0651.0 0048 2,463.69 052410 N 0695.0 0049 1,591.80 052510 N 0696.0 0051 500.50 042910 N 0531.9 0052 690.80 010710 N 0106.9 0053 690.80 010810 N 0107.9 0054 2,741.46 022510 N 0188.9 0055 1,008.30 050310 N 0407.9 0056 390.13 032310 N 0424.9 0057 215.70 031710 N 0425.9 0058 184.34 031610 N 0426.9 0059 106.12 042610 N 0536.9 028 0013 889.75 E.W. @ F.A.(+) 041210 N 0723.0 0014 900.89 111510 N 0728.0 0015 1,800.58 121310 N 0792.0 0016 2,232.53 121410 N 0793.0 0017 3,138.97 121510 N 0796.0 0018 387.02 121710 N 0804.0 0019 1,410.53 121610 N 0806.0 0020 734.56 122010 N 0811.0 033 0014 1,306.94 E.W. @ F.A.(+) 051710 N 0636.0 0015 1,902.83 051810 N 0660.0 0016 3,632.16 051910 N 0688.0 0019 1,421.31 051810 N 0686.0 036 0002 3,940.15 E.W. @ F.A.(+) 041310 N 0265.0 040 0001 190.98 E.W. @ F.A.(+) 090110 N 0574.0 0002 3,083.99 091110 N 0583.0 0003 512.44 091010 N 0584.0 0004 3,081.06 090910 N 0585.0 0005 586.19 090810 N 0586.0 0006 1,267.10 090710 N 0587.0 0008 1,663.04 100710 N 0595.0 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 01/24/11 EST. NO.17 TIME 02:04 PM R.E. NAME: BOTROS, SHERIF 07-117074 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 152,909.80 TOTAL THIS ESTIMATE 601,048.16 TOTAL PREVIOUS ESTIMATE 753,957.96 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 01/24/11 EST. NO.17 TIME 02:04 PM R.E. NAME: BOTROS, SHERIF 07-117074 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE INSPECT -13,756.82 12 0.00 -13,756.82 TOTAL DEDUCTIONS 0.00 -13,756.82 PROGRAM CAS145 PAGE 1 DATE 01/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:04 PM ESTIMATE NO. 17 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/24/11 LOCATION RERUN PROGRESS ESTIMATE 07-LA-10-31.2/33.4 ----------------------- FLATIRON WEST, INC. IN LOS ANGELES COUNTY IN BALDWIN 1201 BALDWIN PARK BLVD. PARK FROM ROUTE 605/10 SEPARATION BALDWIN PARK CA 91706 TO 0.2 KM WEST OF PUENTE AVENUE UNDERCROSSING FED. AID NO. HP21-6207(48) ,CMLN-6207(48) CONSTRUCT HOV 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 5,000.0000 5,000.00 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 3,700.0000 2,812,000.00 15.000 55,500.00 292.000 1,080,400.00 03 TEMPORARY SUPPORT LS 27,000.0000 27,000.00 1.000 27,000.00 04 CONSTRUCTION SITE MANAGEMENT LS 180,000.0000 180,000.00 0.020 3,600.00 0.660 118,800.00 05 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.500 250.00 S) PREVENTION PLAN 06 TEMPORARY SILT FENCE M 14.0000 15,120.00 91.000 1,274.00 6,069.100 84,967.40 07 TEMPORARY DRAINAGE INLET PROTECTION EA 1,000.0000 8,000.00 10.000 10,000.00 08 STREET SWEEPING LS 120,000.0000 120,000.00 0.020 2,400.00 0.310 37,200.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 146,000.0000 146,000.00 0.020 2,920.00 0.360 52,560.00 10 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.303 30,300.00 S) 11 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.020 10,000.00 0.384 192,000.00 S) 12 TYPE III BARRICADE EA 123.0000 5,904.00 30.000 3,690.00 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 9,000.00 88.000 1,760.00 344.000 6,880.00 S) 14 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 5,000.00 4.000 4,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 25.0000 807,500.00 19,281.590 482,039.75 16 TEMPORARY CRASH CUSHION MODULE EA 250.0000 205,000.00 17.000 4,250.00 768.000 192,000.00 S) 17 ABANDON SEWER PIPE M 50.0000 3,350.00 67.000 3,350.00 18 REMOVE CHAIN LINK FENCE M 15.0000 68,250.00 4,243.000 63,645.00 S) 19 REMOVE METAL BEAM GUARD RAILING M 26.0000 56,420.00 1,320.000 34,320.00 S) 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.5000 23,475.00 9,390.000 23,475.00 S) STRIPE 21 REMOVE PAINTED TRAFFIC STRIPE M 1.3500 47,655.00 10,379.070 14,011.74 S) 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3500 25,110.00 11,542.000 15,581.70 S) PROGRAM CAS145 PAGE 2 DATE 01/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:04 PM ESTIMATE NO. 17 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 1,750.00 83.540 2,923.90 S) 24 REMOVE PAVEMENT MARKER EA 1.0000 24,200.00 9,130.000 9,130.00 S) 25 REMOVE SIGN STRUCTURE EA 2,500.0000 50,000.00 11.000 27,500.00 S) 26 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 6,000.00 0.000 0.00 27 REMOVE PIPE M 54.0000 46,980.00 198.500 10,719.00 28 REMOVE INLET EA 860.0000 12,040.00 0.000 0.00 29 REMOVE HEADWALL EA 900.0000 3,600.00 0.000 0.00 30 REMOVE DOWNDRAIN M 56.0000 4,032.00 0.000 0.00 31 REMOVE SEWER MANHOLE EA 1,600.0000 24,000.00 4.000 6,400.00 S) 32 REMOVE MANHOLE EA 1,700.0000 3,400.00 4.000 6,800.00 33 REMOVE CATCH BASIN EA 1,700.0000 5,100.00 1.000 1,700.00 34 REMOVE RETAINING WALL M3 86.0000 16,340.00 0.000 0.00 35 REMOVE SEWER PIPE M 42.0000 41,160.00 0.000 0.00 S) 36 REMOVE CONCRETE PAVEMENT M2 18.0000 7,560.00 0.000 0.00 37 SALVAGE METAL BRIDGE RAILING M 20.0000 10,700.00 355.000 7,100.00 38 RELOCATE ROADSIDE SIGN-TWO POST EA 350.0000 350.00 0.000 0.00 39 ADJUST MANHOLE TO GRADE EA 1,400.0000 8,400.00 0.000 0.00 40 REMOVE CONCRETE (CURB AND GUTTER) M 9.0000 92,700.00 1,380.300 12,422.70 41 REMOVE CONCRETE SIDEWALK M2 6.0000 36,840.00 5,859.000 35,154.00 42 REMOVE CONCRETE BARRIER M 40.0000 147,200.00 530.000 21,200.00 1,530.000 61,200.00 43 PREPARE CONCRETE BRIDGE DECK SURFACE M2 10.0000 7,030.00 0.000 0.00 44 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 10,600.00 0.000 0.00 45 REMOVE CONCRETE (MISCELLANEOUS) M3 1,800.0000 23,400.00 2.520 4,536.00 46 CAP INLET EA 1,400.0000 1,400.00 0.000 0.00 47 REMOVE CRASH CUSHION EA 950.0000 1,900.00 0.000 0.00 48 BRIDGE REMOVAL, LOCATION E LS 345,000.0000 345,000.00 0.000 0.00 49 BRIDGE REMOVAL, LOCATION F LS 110,000.0000 110,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 01/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:04 PM ESTIMATE NO. 17 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL, LOCATION G LS 250,000.0000 250,000.00 1.000 250,000.00 51 BRIDGE REMOVAL, LOCATION H LS 150,000.0000 150,000.00 0.920 138,000.00 52 BRIDGE REMOVAL (PORTION), LOCATION A LS 75,000.0000 75,000.00 0.000 0.00 53 BRIDGE REMOVAL (PORTION), LOCATION B LS 70,000.0000 70,000.00 1.000 70,000.00 54 BRIDGE REMOVAL (PORTION), LOCATION C LS 62,000.0000 62,000.00 0.800 49,600.00 55 BRIDGE REMOVAL (PORTION), LOCATION D LS 35,000.0000 35,000.00 0.500 17,500.00 56 JACKING SUPERSTRUCTURE (LOCATION C) LS 120,000.0000 120,000.00 0.000 0.00 S) 57 JACKING SUPERSTRUCTURE (LOCATION D) LS 100,000.0000 100,000.00 0.000 0.00 S) 58 CLEARING AND GRUBBING LS 125,000.0000 125,000.00 0.870 108,750.00 59 ROADWAY EXCAVATION M3 39.0000 1,935,960.00 12,949.070 505,013.73 60 ROADWAY EXCAVATION (TYPE Z-2) M3 120.0000 1,560,000.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 61 ROADWAY EXCAVATION (TYPE Z-3) M3 265.0000 1,187,200.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 62 ROADWAY EXCAVATION (TYPE Y-2) M3 12.0000 306,000.00 3,145.200 37,742.40 (AERIALLY DEPOSITED LEAD) 63 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 S) 64 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 37,475.00 1,902.800 47,570.00 F) 65 STRUCTURE EXCAVATION (RETAINING WALL) M3 900.0000 70,200.00 0.000 0.00 F) 66 STRUCTURE EXCAVATION (TIEBACK WALL) M3 600.0000 89,400.00 0.000 0.00 F) 67 STRUCTURE EXCAVATION (TYPE Z-2) M3 185.0000 3,769,005.00 1,211.320 224,094.20 F) (AERIALLY DEPOSITED LEAD) 68 STRUCTURE EXCAVATION (TYPE Z-3) M3 570.0000 733,590.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 69 STRUCTURE EXCAVATION (TYPE Y-2) M3 60.0000 262,320.00 9,990.740 599,444.40 F) (AERIALLY DEPOSITED LEAD) 70 STRUCTURE BACKFILL (BRIDGE) M3 54.0000 585,252.00 1,100.000 59,400.00 2,722.000 146,988.00 F) 71 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 631,170.00 4,613.500 138,405.00 9,230.820 276,924.60 F) 72 STRUCTURE BACKFILL (TIEBACK WALL) M3 400.0000 10,400.00 0.000 0.00 F) 73 PERVIOUS BACKFILL MATERIAL M3 1,000.0000 28,000.00 0.000 0.00 F) 74 PERVIOUS BACKFILL MATERIAL (RETAINING M3 85.0000 152,235.00 640.590 54,450.15 980.540 83,345.90 F) WALL) 75 SAND BACKFILL M3 130.0000 19,500.00 0.000 0.00 76 HIGHWAY PLANTING LS 435,000.0000 435,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 01/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:04 PM ESTIMATE NO. 17 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EROSION CONTROL (TYPE D) M2 1.5000 7,515.00 0.000 0.00 S) 78 TRANSPLANT PALM TREE EA 1,300.0000 9,100.00 0.000 0.00 S) 79 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 0.500 17,500.00 S) 80 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.000 0.00 S) 81 IRRIGATION SYSTEM LS 550,000.0000 550,000.00 0.014 7,700.00 S) 82 NPS 2 SUPPLY LINE (BRIDGE) M 330.0000 38,610.00 93.500 30,855.00 F) 83 NPS 3 SUPPLY LINE (BRIDGE) M 395.0000 22,120.00 38.000 15,010.00 F) 84 WATER METER EA 4,400.0000 44,000.00 0.000 0.00 S) 85 250 MM CORRUGATED HIGH DENSITY M 190.0000 45,600.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 86 CLASS 2 AGGREGATE BASE M3 60.0000 360.00 0.000 0.00 87 ROCK GRAVEL TONN 200.0000 10,000.00 0.000 0.00 88 CLASS 3 AGGREGATE BASE M3 50.0000 1,325,000.00 1,744.000 87,200.00 89 LEAN CONCRETE BASE M3 125.0000 1,875,000.00 536.660 67,082.50 90 LEAN CONCRETE BASE (RAPID SETTING) M3 205.0000 305,450.00 0.000 0.00 91 HOT MIX ASPHALT TONN 70.0000 2,863,000.00 20,211.430 1,414,800.10 92 GEOSYNTHETIC PAVEMENT INTERLAYER M2 2.0000 18,400.00 1,568.000 3,136.00 93 PLACE HOT MIX ASPHALT DIKE M 8.0000 10,160.00 0.000 0.00 94 CONCRETE PAVEMENT M3 187.0000 4,151,400.00 146.000 27,302.00 95 CONCRETE PAVEMENT M3 430.0000 1,363,100.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 96 SEAL PAVEMENT JOINT M 20.0000 386,000.00 70.000 1,400.00 97 SEAL LONGITUDINAL ISOLATION JOINT M 15.0000 300,000.00 40.000 600.00 98 TIE BAR EA 8.0000 221,600.00 56.000 448.00 99 DOWEL BAR EA 11.0000 696,300.00 229.000 2,519.00 00 300 MM DRILLED HOLE M 95.0000 25,080.00 176.000 16,720.00 S) 01 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 93.0000 700,290.00 0.000 0.00 S) PILING 02 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 185.0000 880,785.00 3,089.360 571,531.60 S) PILING 03 1.372 M CAST-IN-DRILLED-HOLE CONCRETE M 1,900.0000 948,100.00 138.800 263,720.00 S) PILING PROGRAM CAS145 PAGE 5 DATE 01/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:04 PM ESTIMATE NO. 17 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 908,000.00 189.000 756,000.00 S) PILING 05 PRESTRESSING CAST-IN-PLACE CONCRETE LS 240,000.0000 240,000.00 0.171 41,040.00 0.542 130,080.00 S) 06 TIEBACK ANCHOR EA 3,500.0000 364,000.00 0.000 0.00 S) 07 STRUCTURAL CONCRETE, CIP WALL FACE M3 840.0000 99,960.00 0.000 0.00 F) 08 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 760.0000 1,424,240.00 95.000 72,200.00 977.460 742,869.60 F) 09 STRUCTURAL CONCRETE, BRIDGE M3 740.0000 4,967,620.00 231.600 171,384.00 2,837.630 2,099,846.20 F) 10 STRUCTURAL CONCRETE, RETAINING WALL M3 475.0000 3,477,000.00 177.960 84,531.00 5,491.770 2,608,590.75 F) 11 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 602,400.00 191.500 153,200.00 F) (TYPE N) 12 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 135,380.00 45.950 64,330.00 F) 13 MINOR CONCRETE (BOX CULVERT) M3 1,200.0000 92,760.00 77.300 92,760.00 F) 14 MINOR CONCRETE (BACKFILL) M3 260.0000 3,640.00 0.000 0.00 15 MINOR CONCRETE (HEADWALL) M3 1,400.0000 2,240.00 0.000 0.00 F) 16 CORRUGATED TEXTURE M2 100.0000 12,800.00 121.600 12,160.00 F) 17 PALM TREE BARK TEXTURE M2 81.0000 34,425.00 0.000 0.00 F) 18 DRILL AND BOND DOWEL M 25.0000 7,025.00 65.570 1,639.25 19 FURNISH PRECAST PRESTRESSED CONCRETE M2 850.0000 216,750.00 0.000 0.00 SF)SLAB (TYPE SII) (MOD) 20 ERECT PRECAST PRESTRESSED CONCRETE DECK M2 214.0000 54,570.00 0.000 0.00 S) UNIT 21 REFINISH BRIDGE DECK M2 200.0000 18,200.00 0.000 0.00 22 FURNISH POLYESTER CONCRETE OVERLAY M3 3,500.0000 45,500.00 0.000 0.00 23 PLACE POLYESTER CONCRETE OVERLAY M2 45.0000 31,635.00 0.000 0.00 F) 24 SOUND WALL (MASONRY BLOCK) M2 160.0000 2,480,480.00 0.000 0.00 F) 25 PTFE SPHERICAL BEARING EA 4,000.0000 84,000.00 9.000 36,000.00 S) 26 JOINT SEAL (TYPE AL) M 85.0000 5,270.00 0.000 0.00 S) 27 JOINT SEAL (MR 30 MM) M 135.0000 19,845.00 0.000 0.00 S) 28 JOINT SEAL (MR 15 MM) M 130.0000 8,450.00 0.000 0.00 S) 29 JOINT SEAL (MR 50 MM) M 200.0000 16,800.00 0.000 0.00 S) 30 BAR REINFORCING STEEL (CIP WALL FACE) KG 2.0000 129,990.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 6 DATE 01/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:04 PM ESTIMATE NO. 17 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 1,643,978.00 22,843.000 22,843.00 774,292.500 774,292.50 SF) 32 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 915,951.50 23,863.110 40,567.29 418,687.620 711,768.95 SF) 33 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5000 11,962.50 7,975.000 11,962.50 SF) 34 HEADED BAR REINFORCEMENT EA 7.0000 16,940.00 0.000 0.00 SF) 35 SHOTCRETE M3 550.0000 75,350.00 0.000 0.00 F) 36 STRUCTURAL STEEL (BRIDGE) KG 3.0000 2,150,070.00 312,655.000 937,965.00 SF) 37 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 15.0000 174,495.00 0.000 0.00 F) WITH WALKWAY) 38 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.5000 29,082.50 0.000 0.00 SF)WITH WALKWAY) 39 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 2,604,492.00 0.000 0.00 F) 40 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 82,870.20 0.000 0.00 SF) 41 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 90.0000 56,700.00 0.000 0.00 42 FURNISH SINGLE SHEET ALUMINUM SIGN M2 60.0000 3,180.00 0.000 0.00 (1.6 MM-UNFRAMED) 43 FURNISH SINGLE SHEET ALUMINUM SIGN M2 66.0000 4,884.00 0.000 0.00 (2.0 MM-UNFRAMED) 44 1524 MM CAST-IN-DRILLED-HOLE M 2,500.0000 350,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 45 METAL (BARRIER MOUNTED SIGN) KG 20.0000 37,200.00 0.000 0.00 46 METAL (SOUND WALL MOUNTED SIGN) KG 17.0000 70,210.00 0.000 0.00 47 ROADSIDE SIGN - ONE POST EA 500.0000 14,000.00 0.000 0.00 48 ROADSIDE SIGN - TWO POST EA 900.0000 1,800.00 0.000 0.00 49 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 875.00 0.000 0.00 METHOD) 50 INSTALL SIGN PANEL ON SOUND WALL EA 300.0000 3,900.00 0.000 0.00 51 CLEAN AND PAINT STRUCTURAL STEEL LS 100,000.0000 100,000.00 0.000 0.00 S) 52 450 MM REINFORCED CONCRETE PIPE M 150.0000 103,500.00 7.300 1,095.00 53 600 MM REINFORCED CONCRETE PIPE M 260.0000 36,400.00 0.000 0.00 54 750 MM REINFORCED CONCRETE PIPE M 900.0000 8,100.00 20.000 18,000.00 55 1000 MM REINFORCED CONCRETE PIPE M 460.0000 87,400.00 190.000 87,400.00 56 450 MM CORRUGATED STEEL PIPE M 300.0000 18,900.00 11.000 3,300.00 (2.01 MM THICK) 57 600 MM CORRUGATED STEEL PIPE M 285.0000 18,810.00 0.000 0.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 7 DATE 01/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:04 PM ESTIMATE NO. 17 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 GRATED LINE DRAIN M 300.0000 93,000.00 0.000 0.00 59 450 MM STEEL FLARED END SECTION EA 398.0000 1,194.00 0.000 0.00 60 600 MM STEEL FLARED END SECTION EA 488.0000 488.00 0.000 0.00 61 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,045.0000 4,180.00 0.000 0.00 62 200 MM VITRIFIED CLAY PIPE M 490.0000 73,500.00 150.000 73,500.00 S) 63 250 MM VITRIFIED CLAY PIPE M 520.0000 104,000.00 200.000 104,000.00 S) 64 300 MM VITRIFIED CLAY PIPE M 400.0000 216,000.00 540.000 216,000.00 S) 65 530 MM VITRIFIED CLAY PIPE M 620.0000 99,200.00 160.000 99,200.00 S) 66 CONCRETE SEWER MANHOLE EA 7,700.0000 161,700.00 24.000 184,800.00 S) 67 ROCK SLOPE PROTECTION M3 400.0000 64,000.00 0.000 0.00 (FACING, METHOD B) 68 SLOPE PAVING (CONCRETE) M3 650.0000 31,850.00 0.000 0.00 F) 69 MINOR CONCRETE (DITCH LINING) M3 880.0000 1,144.00 0.000 0.00 70 ROCK SLOPE PROTECTION FABRIC (TYPE A) M2 9.0000 216.00 0.000 0.00 71 MINOR CONCRETE (MISCELLANEOUS M3 460.0000 713,000.00 1,460.420 671,793.20 CONSTRUCTION) 72 MINOR CONCRETE (GUTTER) M 190.0000 5,700.00 0.000 0.00 F) 73 MINOR CONCRETE (STAMPED CONCRETE) M2 82.0000 984,000.00 419.240 34,377.68 74 MISCELLANEOUS IRON AND STEEL KG 3.0000 17,214.00 55.000 165.00 SF) 75 MISCELLANEOUS IRON AND STEEL KG 3.5000 12,201.00 0.000 0.00 SF)(SEWER SYSTEM) 76 ISOLATION CASING KG 3.0000 63,270.00 0.000 0.00 SF) 77 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 37,200.00 3,100.000 37,200.00 SF) 78 BRIDGE DECK DRAINAGE SYSTEM KG 15.0000 48,330.00 0.000 0.00 SF) 79 CHAIN LINK FENCE (TYPE CL-1.8) M 64.0000 21,120.00 0.000 0.00 S) 80 CHAIN LINK FENCE (TYPE CL-3.0, M 445.0000 67,195.00 0.000 0.00 SF)VINYL-CLAD) 81 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 1,000.00 0.000 0.00 82 METAL BEAM GUARD RAILING M 53.0000 20,140.00 24.700 1,309.10 S) 83 CHAIN LINK RAILING (TYPE 7) M 260.0000 224,380.00 155.000 40,300.00 SF) 84 PIPE HANDRAILING M 76.0000 28,044.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 8 DATE 01/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:04 PM ESTIMATE NO. 17 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 TUBULAR HANDRAILING M 285.0000 14,535.00 25.500 7,267.50 SF) 86 CONCRETE BARRIER (TYPE 26) M 535.0000 226,305.00 155.000 82,925.00 F) 87 CONCRETE BARRIER (TYPE 26A) M 470.0000 31,490.00 33.500 15,745.00 F) 88 CABLE RAILING M 75.0000 42,600.00 0.000 0.00 SF) 89 TRANSITION RAILING (TYPE WB) EA 5,000.0000 95,000.00 1.000 5,000.00 S) 90 TRANSITION RAILING (TYPE DTB) EA 5,300.0000 5,300.00 0.000 0.00 S) 91 TERMINAL SYSTEM (TYPE CAT) EA 7,200.0000 21,600.00 0.000 0.00 S) 92 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 450.0000 1,350.00 0.000 0.00 S) 93 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 1,360.00 0.000 0.00 S) 94 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 31,500.00 1.000 3,500.00 S) 95 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 35,100.00 0.000 0.00 S) 96 CRASH CUSHION (REACT 9SCBS) EA 74,000.0000 296,000.00 0.000 0.00 S) 97 CRASH CUSHION (TYPE WIDETRACC) EA 26,200.0000 52,400.00 0.000 0.00 S) 98 CONCRETE BARRIER (TYPE 60) M 184.0000 40,480.00 0.000 0.00 99 CONCRETE BARRIER (TYPE 60D) M 130.0000 200,200.00 0.000 0.00 00 CONCRETE BARRIER (TYPE 60E) M 470.0000 18,800.00 0.000 0.00 01 CONCRETE BARRIER (TYPE 60G) M 280.0000 879,200.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 60 GA) (MOD) M 700.0000 78,400.00 0.000 0.00 03 CONCRETE BARRIER (TYPE 60GC) M 270.0000 70,200.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 60GR) M 1,030.0000 309,000.00 0.000 0.00 05 CONCRETE BARRIER (TYPE 732) M 240.0000 27,120.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 736) M 235.0000 60,630.00 90.500 21,267.50 F) 07 CONCRETE BARRIER (TYPE 736A) M 6.0000 14,160.00 0.000 0.00 F) 08 CONCRETE BARRIER (TYPE 736 MODIFIED) M 325.0000 44,525.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 736A MODIFIED) M 230.0000 489,900.00 174.200 40,066.00 10 CONCRETE BARRIER (TYPE 736B) M 390.0000 292,500.00 0.000 0.00 11 CONCRETE BARRIER (TYPE 736SV) M 350.0000 899,500.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 01/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:04 PM ESTIMATE NO. 17 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 THERMOPLASTIC PAVEMENT MARKING M2 27.0000 45,090.00 0.000 0.00 S) 13 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 51,840.00 0.000 0.00 S) 14 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 7,650.00 0.000 0.00 S) 15 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,380.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 16 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 16,660.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 315.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 18 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,760.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 19 PAINT TRAFFIC STRIPE (2-COAT) M 0.7000 78,400.00 46,430.900 32,501.63 S) 20 PAINT PAVEMENT MARKING (2-COAT) M2 33.0000 4,950.00 81.410 2,686.53 S) 21 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4500 29,000.00 5,703.000 8,269.35 S) 22 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 48,000.00 2,280.000 6,840.00 S) 23 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 0.250 1,375.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 24 LIGHTING (TEMPORARY) LS 207,000.0000 207,000.00 0.073 15,111.00 0.457 94,599.00 S) 25 LIGHTING (CITY STREET) LS 159,000.0000 159,000.00 0.958 152,322.00 S) 26 MODIFY LIGHTING (CITY STREET) LS 28,000.0000 28,000.00 0.000 0.00 S) 27 LIGHTING (TUNNEL) LS 25,000.0000 25,000.00 0.059 1,475.00 S) 28 PEDESTRIAN OVERCROSSING LIGHTING LS 172,000.0000 172,000.00 0.000 0.00 S) 29 TEMPORARY LIGHTING (CITY STREET) LS 110,000.0000 110,000.00 0.957 105,270.00 S) 30 COMMUNICATION SYSTEM ROUTING LS 750,000.0000 750,000.00 0.030 22,500.00 0.044 33,000.00 S) 31 COMMUNICATION CONDUIT (BRIDGE) M 115.0000 77,280.00 228.000 26,220.00 SF) 32 ELECTRIC SERVICE (IRRIGATION) LS 46,000.0000 46,000.00 0.171 7,866.00 S) 33 MODIFY TRAFFIC MONITORING STATION LS 84,000.0000 84,000.00 0.000 0.00 S) 34 TRAFFIC MONITORING STATION LS 35,000.0000 35,000.00 0.000 0.00 S) (LOCATION 2126) 35 MODIFY RAMP METERING SYSTEM LS 252,000.0000 252,000.00 0.006 1,512.00 0.061 15,372.00 S) 36 MODIFY SIGNAL AND LIGHTING LS 85,000.0000 85,000.00 0.000 0.00 S) 37 MODIFY LIGHTING AND SIGN ILLUMINATION LS 700,000.0000 700,000.00 0.011 7,700.00 0.135 94,500.00 S) 38 CLOSED CIRCUIT TELEVISION CAMERA LS 52,000.0000 52,000.00 0.000 0.00 S) (LOCATION SB 315) PROGRAM CAS145 PAGE 10 DATE 01/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:04 PM ESTIMATE NO. 17 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CLOSED CIRCUIT TELEVISION CAMERA LS 70,000.0000 70,000.00 0.000 0.00 S) (LOCATION SB 322) 40 MODIFY SB 311 CONTROLLER LS 11,000.0000 11,000.00 0.000 0.00 S) 41 HIGHWAY ADVISORY RADIO SIGN AND FLASHING LS 25,000.0000 25,000.00 0.000 0.00 S) BEACON ASSEMBLY (LOCATION 20) 42 MODIFICATIONS AT SAN GABRIEL VALLEY LS 43,000.0000 43,000.00 0.000 0.00 S) HUB BUILDING 43 SYSTEM TESTING AND DOCUMENTATION LS 16,000.0000 16,000.00 0.000 0.00 S) 44 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 45 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 0.000 0.00 46 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 50,600.00 3,988.820 79,776.40 47 TEMPORARY 3.7M CHAINLINK GATE EA 450.0000 15,300.00 16.000 7,200.00 (TYPE CL-1.8) PROGRAM CAS145 PAGE 11 DATE 01/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:04 PM ESTIMATE NO. 17 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 834,547.44 19,299,252.26 ADJUSTMENT OF COMPENSATION 4,755.20 5,620.80 EXTRA WORK 148,154.60 748,337.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 987,457.24 20,053,210.22 48 MOBILIZATION LS 5820,000.0000 5,820,000.00 0.950 5,529,000.00 ORIGINAL CONTRACT AMOUNT 76,522,569.70 TOTAL WORK COMPLETED 987,457.24 25,582,210.22 MATERIALS ON HAND ON SITE 1,065,127.96 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -13,756.82 TOTAL 987,457.24 26,633,581.36 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/18/09 1010 10/05/09 10/05/09 12/09/13 292 88 0 0 33% 38% PROGRESS IS SATISFACTORY BOTROS, SHERIF RESIDENT ENGINEER PROGRAM CAS145 DATE 01/24/11