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 01/25/10 EST. NO.21 TIME 12:58 PM R.E. NAME: KAUSI AMUTH, SR. 05-447804 --------------------------------------------------------------------------- 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 0126 297.16 E.W. @ F.A.(+) 052109 N 0489.0 0167 165.39 110209 N 0530.0 0168 475.05 111009 N 0531.0 012 0021 755.84 E.W. @ F.A.(+) 080609 N 0332.0 0025 326.33 042709 N 0336.0 0028 1,575.03 040809 N 1 0 0029 1,508.59 040909 N 2 0 0030 369.84 100809 N 6 0 0031 1,787.94 082409 N 0532.0 0032 655.49 091109 N 0533.0 0033 76.23 092909 N 0534.0 014 0021 595.54 E.W. @ F.A.(+) 082109 N 0536.0 0022 390.97 082409 N 0537.0 0023 231.02 082609 N 0538.0 016 0013 545.80 E.W. @ F.A.(+) 022309 N 0177.0 0034 1,128.80 050409 N 0351.0 0036 277.37 100709 N 4 0 0039 292.64 081809 N 0541.0 0040 755.18 091109 N 0542.0 0041 459.21 091109 N 0543.0 0042 598.51 091409 N 0544.0 0043 81.24 092909 N 0545.0 022 0001 32,853.03 E.W. @ U.P (+) 070808 N 49.220 025 0015 5,383.81 E.W. @ F.A.(+) 033109 N 0258.0 0022 4,551.30 012709 N 0282.0 0023 528.00 061009 N 0467.0 0024 2,126.86 080709 N 0474.0 0025 2,262.51 081109 N 0475.0 0026 293.95 081109 N 0476.0 0027 611.02 082009 N 0477.0 0028 775.25 082409 N 0480.0 0029 318.06 091709 N 0546.0 034 0001 2,723.08 E.W. @ F.A.(+) 071309 N 14 0 0002 1,115.18 071509 N 15 0 035 0018 140.88 E.W. @ F.A.(+) 102009 N 0635.0 038 0010 349.85 E.W. @ F.A.(+) 052809 N 0640.0 0014 1,790.20 092509 N 0644.0 0016 354.65 092909 N 0646.0 042 0002 585.93 E.W. @ F.A.(+) 081409 N 0593.0 0003 826.25 082009 N 0594.0 0020 978.37 102309 Y 0612.0 0022 835.10 102709 N 0615.0 0024 1,082.93 102609 Y 0617.0 0026 3,747.85 102809 Y 0619.0 0027 1,920.78 102909 N 0620.0 0028 1,106.07 102909 Y 0621.0 0029 1,249.34 103009 Y 0622.0 0031 1,717.71 110309 Y 0624.0 0032 1,264.26 110409 Y 0625.0 0036 304.66 110609 N 0662.0 0038 2,243.39 111009 N 0664.0 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 01/25/10 EST. NO.21 TIME 12:58 PM R.E. NAME: KAUSI AMUTH, SR. 05-447804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0039 2,802.50 111209 N 0665.0 045 0005 808.26 E.W. @ F.A.(+) 100509 Y 0630.0 0006 800.69 100609 Y 0631.0 0007 715.94 100709 N 0632.0 0008 750.07 100809 N 0633.0 049 0005 460.00 E.W. @ F.A.(+) 101909 N 49.2 0 050 0014 417.42 E.W. @ F.A.(+) 102809 N 0589.0 0015 94.52 111209 N 0590.0 058 0001 17,500.00 E.W. @ U.P (+) 011010 N 49.580 060 0001 4,593.75 A.C. @ L.S.(+) 052109 Y 49.600 069 0014 138.24 E.W. @ F.A.(+) 111309 N 16.1 0 0019 1,158.95 100709 N 5.1 0 0020 1,753.19 100609 N 3.1 0 070 0001 65,100.00 A.C. @ L.S.(+) 070808 N 49.700 084 0001 1,562.78 E.W. @ F.A.(+) 101509 Y 0658.0 0002 1,193.54 101609 Y 0659.0 0003 4,361.11 101909 Y 0660.0 0004 11,541.99 A.C. @ L.S.(+) 101209 Y 49.840 0005 1,100.00 A.C. @ U.P.(+) 101209 Y 49.84 1 204,242.39 TOTAL THIS ESTIMATE 0 1,477,818.98 TOTAL PREVIOUS ESTIMATE 0 1,682,061.37 TOTAL TO DATE 1 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 0 DATE 01/25/10 EST. NO.21 TIME 12:58 PM 0 R.E. NAME: KAUSI AMUTH, SR. 05-447804 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 CV FAILURE -2,500.00 03 DEDUCTION NO 1 1,428.64 04 DEDUCTION NO 2 -226.80 04 NON COMPLIANCE SWPPP -388,530.96 09 RELEASE 54-3 388,530.96 10 0.00 -1,298.16 0 LABOR COMPLIANCE VIOLATION 0 MISS PYRLS -10,000.00 03 REC'D MISS PYRLS 10,000.00 10 MISS PAYROLLS -10,000.00 14 MISS PAYROLLS -1,000.00 18 REL EST 14 10,000.00 18 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -2,298.16 1PROGRAM CAS145 PAGE DATE 01/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-44780 TIME 12:58 PM ESTIMATE NO. 2 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: KAUSI AMUTH, SR. DATE OF THIS ESTIMATE 01/25/1 LOCATION PROGRESS ESTIMATE 05-SB-101-10.8/12.8 ----------------- SECURITY PAVING COMPANY, INC. IN SANTA BARBARA COUNTY IN SANTA P.O. BOX 1489 BARBARA FROM 0.4 KM WEST OF OLIVE SUN VALLEY, CA 91353 MILL ROAD OVERCROSSING TO THE LIC. 116307 MILPAS STREET UNDERCROSSING FED. AID NO. N O N E RECONSTRUCT TWO INTERCHANGES ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.500 1,500.0 02 TIME-RELATED OVERHEAD WDAY 2,800.0000 1,820,000.00 17.000 47,600.00 349.000 977,200.0 03 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 04 TEMPORARY FENCE (TYPE ESA) M 5.0000 14,650.00 1,243.000 6,215.0 S) 05 CONSTRUCTION SITE MANAGEMENT LS 125,000.0000 125,000.00 0.029 3,625.00 0.540 67,500.0 06 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.750 3,000.0 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 10.0000 109,000.00 309.000 3,090.00 4,491.200 44,912.0 08 TEMPORARY SILT FENCE M 10.0000 15,000.00 136.800 1,368.00 1,982.620 19,826.2 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 27,000.00 7.500 22,500.0 10 TEMPORARY COVER M2 5.0000 2,000.00 1,094.000 5,470.0 11 TEMPORARY CHECK DAM M 40.0000 12,400.00 535.500 21,420.0 12 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 6.000 1,500.00 100.000 25,000.0 13 STREET SWEEPING LS 240,000.0000 240,000.00 0.029 6,960.00 0.540 129,600.0 14 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 0.651 45,570.0 S) 15 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.488 195,200.0 S) 16 TYPE III BARRICADE EA 80.0000 6,080.00 56.000 4,480.0 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 45,210.00 16.000 528.00 905.000 29,865.0 S) 18 FLASHING BEACON (PORTABLE) EA 485.0000 8,245.00 7.000 3,395.0 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 0.488 19,520.0 S) 20 TEMPORARY RAILING (TYPE K) M 54.0000 664,200.00 677.100 36,563.40 11,096.230 599,196.4 21 TEMPORARY CRASH CUSHION MODULE EA 210.0000 60,900.00 185.000 38,850.0 S) 22 TEMPORARY TRAFFIC SCREEN M 23.0000 36,800.00 0.000 0.0 S) 1PROGRAM CAS145 PAGE DATE 01/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-44780 TIME 12:58 PM ESTIMATE NO. 2 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: KAUSI AMUTH, SR. DATE OF THIS ESTIMATE 01/25/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 23 ABANDON CULVERT EA 9,000.0000 27,000.00 1.000 9,000.00 1.500 13,500.0 24 ABANDON WATER WELL EA 4,000.0000 4,000.00 1.000 4,000.0 S) 25 REMOVE CHAIN LINK FENCE M 11.0000 19,030.00 2,669.000 29,359.0 S) 26 REMOVE METAL BEAM GUARD RAILING M 22.6000 14,690.00 494.200 11,168.9 S) 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6500 28,875.00 5,711.560 9,424.0 S) STRIPE 28 REMOVE TRAFFIC STRIPE M 1.3500 37,800.00 16,211.000 21,884.8 S) 29 REMOVE PAVEMENT MARKING M2 22.0000 3,520.00 37.090 815.9 S) 30 REMOVE ROADSIDE SIGN EA 135.0000 10,665.00 50.000 6,750.0 31 REMOVE SIGN STRUCTURE EA 5,000.0000 20,000.00 3.000 15,000.0 32 REMOVE ASPHALT CONCRETE DIKE M 4.0000 3,680.00 884.940 3,539.7 33 REMOVE PIPE M 55.0000 20,900.00 2.000 110.00 430.320 23,667.6 34 REMOVE INLET EA 1,200.0000 20,400.00 1.000 1,200.00 22.000 26,400.0 35 REMOVE HEADWALL EA 1,200.0000 2,400.00 2.000 2,400.0 36 REMOVE RETAINING WALL M 250.0000 3,500.00 14.000 3,500.0 37 REMOVE BASE AND SURFACING M3 15.0000 14,850.00 846.800 12,702.0 38 REMOVE SINGLE THRIE BEAM BARRIER M 22.5000 29,475.00 1,291.710 29,063.4 S) 39 RECONSTRUCT ARCHITECTURAL RAILING AND M 280.0000 30,800.00 0.000 0.0 S) POLES 40 RESET ROADSIDE SIGN EA 325.0000 5,850.00 3.000 975.0 41 RELOCATE ROADSIDE SIGN EA 325.0000 10,400.00 13.000 4,225.0 42 ADJUST WATER VALVE COVER TO GRADE EA 400.0000 2,000.00 2.000 800.00 7.000 2,800.0 43 ADJUST INLET EA 1,800.0000 3,600.00 2.000 3,600.0 44 ADJUST MANHOLE TO GRADE EA 550.0000 5,500.00 1.000 550.00 3.000 1,650.0 45 ADJUST UTILITY COVER TO GRADE EA 400.0000 1,200.00 0.000 0.0 46 ADJUST MONITORING WELL COVER TO GRADE EA 400.0000 3,200.00 0.000 0.0 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 6,820.00 217.109 2,388.2 S) 48 REMOVE CONCRETE (CURB AND GUTTER) M 20.0000 34,200.00 1,340.600 26,812.0 49 REMOVE CONCRETE SIDEWALK M 25.0000 6,250.00 250.000 6,250.0 1PROGRAM CAS145 PAGE DATE 01/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-44780 TIME 12:58 PM ESTIMATE NO. 2 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: KAUSI AMUTH, SR. DATE OF THIS ESTIMATE 01/25/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 50 REMOVE CONCRETE (CHANNEL) M3 130.0000 14,300.00 109.000 14,170.0 51 REMOVE CONCRETE BARRIER M 22.0000 64,680.00 2,940.000 64,680.0 52 PREPARE CONCRETE BRIDGE DECK SURFACE M2 26.0000 19,500.00 0.000 0.0 F) 53 CAP INLET EA 1,800.0000 3,600.00 2.000 3,600.00 3.000 5,400.0 54 BRIDGE REMOVAL, LOCATION A LS 85,300.0000 85,300.00 0.540 46,062.0 55 BRIDGE REMOVAL, LOCATION B LS 245,000.0000 245,000.00 0.050 12,250.0 56 BRIDGE REMOVAL (PORTION), LOCATION A LS 63,200.0000 63,200.00 1.000 63,200.0 57 BRIDGE REMOVAL (PORTION), LOCATION B LS 29,700.0000 29,700.00 1.000 29,700.0 58 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.850 170,000.0 59 ROADWAY EXCAVATION M3 35.7500 1,730,300.00 1,706.730 61,015.60 30,248.795 1,081,394.4 60 ROADWAY EXCAVATION (TYPE Z-2) M3 211.0000 1,029,680.00 5,789.393 1,221,561.9 (AERIALLY DEPOSITED LEAD) 61 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.0 62 STRUCTURE EXCAVATION (BRIDGE) M3 46.0000 142,600.00 1,016.000 46,736.0 F) 63 STRUCTURE EXCAVATION (TYPE D) M3 140.0000 84,000.00 329.000 46,060.0 F) 64 STRUCTURE EXCAVATION (RETAINING WALL) M3 65.0000 346,710.00 3,447.250 224,071.2 F) 65 STRUCTURE EXCAVATION (SIGN FOUNDATION) M3 50.0000 9,800.00 62.000 3,100.0 F) 66 STRUCTURE BACKFILL (BRIDGE) M3 68.0000 204,000.00 758.000 51,544.0 F) 67 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 319,900.00 549.000 27,450.00 4,441.000 222,050.0 F) 68 STRUCTURE BACKFILL (SIGN FOUNDATION) M3 60.0000 7,440.00 39.000 2,340.0 F) 69 HIGHWAY PLANTING LS 143,100.0000 143,100.00 0.950 135,945.0 S) 70 IMPORTED TOPSOIL M3 48.0000 18,720.00 207.000 9,936.0 71 PLANT (GROUP W) EA 3.8000 110.20 29.000 110.2 S) 72 TRANSPLANT PALM TREE EA 5,070.0000 106,470.00 15.600 79,092.0 S) 73 PLANT ESTABLISHMENT WORK LS 8,650.0000 8,650.00 0.068 588.20 0.092 795.8 S) 74 PLANT ESTABLISHMENT (MITIGATION SITE) LS 15,550.0000 15,550.00 0.034 528.70 0.578 8,987.9 S) 75 IRRIGATION SYSTEM LS 196,350.0000 196,350.00 0.950 186,532.5 S) 76 NPS 2 SUPPLY LINE (BRIDGE) M 9.0000 351.00 0.000 0.0 1PROGRAM CAS145 PAGE DATE 01/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-44780 TIME 12:58 PM ESTIMATE NO. 2 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: KAUSI AMUTH, SR. DATE OF THIS ESTIMATE 01/25/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 77 NPS 3 SUPPLY LINE (BRIDGE) M 25.4000 990.60 39.000 990.6 78 40 MM PLASTIC PIPE (PR 200) M 30.2500 4,537.50 0.000 0.0 (SUPPLY LINE) 79 40 MM IRRIGATION SLEEVE M 25.4000 787.40 0.000 0.0 80 75 MM IRRIGATION SLEEVE M 30.2500 3,357.75 70.000 2,117.5 81 200 MM IRRIGATION SLEEVE M 50.7500 609.00 0.000 0.0 82 100 MM CORRUGATED HIGH DENSITY M 53.4500 14,966.00 100.430 5,367.9 POLYETHYLENE PIPE CONDUIT 83 200 MM CORRUGATED HIGH DENSITY M 74.0000 10,360.00 42.300 3,130.2 POLYETHYLENE PIPE CONDUIT 84 250 MM CORRUGATED HIGH DENSITY M 90.9000 16,362.00 93.540 8,502.7 POLYETHYLENE PIPE CONDUIT 85 300 MM CORRUGATED HIGH DENSITY M 94.0000 5,922.00 30.300 2,848.2 POLYETHYLENE PIPE CONDUIT 86 150 MM WELDED STEEL PIPE CONDUIT M 218.1500 3,272.25 0.000 0.0 (6.35 MM THICK) 87 200 MM WELDED STEEL PIPE CONDUIT M 264.6000 39,690.00 18.290 4,839.53 106.790 28,256.6 (6.35 MM THICK) 88 250 MM WELDED STEEL PIPE CONDUIT M 334.8000 20,757.60 19.810 6,632.39 19.810 6,632.3 (6.35 MM THICK) 89 EXTEND 150 MM CONDUIT M 164.1500 1,805.65 11.000 1,805.6 90 EXTEND 200 MM CONDUIT M 237.6000 1,188.00 0.000 0.0 91 CLASS 2 AGGREGATE BASE M3 50.9500 1,655,875.00 3,564.280 181,600.07 29,749.496 1,515,736.8 92 ASPHALT TREATED PERMEABLE BASE M3 440.0000 11,440.00 0.000 0.0 93 ASPHALT CONCRETE (TYPE A) TONN 121.0000 3,472,700.00 2,331.350 282,093.35 23,844.576 2,885,193.7 94 ASPHALT CONCRETE (OPEN GRADED) TONN 136.0000 342,720.00 0.000 0.0 95 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 65.0000 390.00 4.500 292.5 AREA) 96 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 14.6000 671.60 17.400 254.0 97 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 14.6000 5,110.00 188.900 2,757.9 98 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 14.6000 7,008.00 205.100 2,994.4 99 ASPHALTIC EMULSION (PAINT BINDER) TONN 850.0000 55,250.00 1.610 1,368.50 34.081 28,968.8 00 FURNISH PILING (CLASS 900) M 230.0000 301,760.00 294.560 67,748.8 (ALTERNATIVE W) 01 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,160.0000 164,160.00 16.000 34,560.0 S) 02 FURNISH PILING (CLASS 900) M 300.0000 307,800.00 0.000 0.0 (ALTERNATIVE W MODIFIED) 03 DRIVE PILE (CLASS 900) EA 1,080.0000 55,080.00 14.000 15,120.0 S) (ALTERNATIVE W MODIFIED) 1PROGRAM CAS145 PAGE DATE 01/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-44780 TIME 12:58 PM ESTIMATE NO. 2 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: KAUSI AMUTH, SR. DATE OF THIS ESTIMATE 01/25/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 04 FURNISH PILING (CLASS 625) M 126.0000 228,060.00 535.780 67,508.2 (ALTERNATIVE V) 05 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,080.0000 99,360.00 28.000 30,240.0 S) 06 FURNISH PILING (CLASS 625) M 158.0000 690,776.00 0.000 0.0 (ALTERNATIVE V MODIFIED) 07 DRIVE PILE (CLASS 625) EA 1,080.0000 240,840.00 40.000 43,200.0 S) (ALTERNATIVE V MODIFIED) 08 FURNISH PILING (CLASS 400) M 87.0000 1,021,206.00 8,000.606 696,052.7 09 DRIVE PILE (CLASS 400) EA 1,080.0000 1,032,480.00 714.000 771,120.0 S) 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 11 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 345.0000 372,600.00 581.300 200,548.5 PILING (460 MM) 12 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 2,430.0000 252,720.00 56.000 136,080.0 S) PILE (460 MM) 13 PRESTRESSING CAST-IN-PLACE CONCRETE LS 170,000.0000 170,000.00 0.170 28,900.00 0.410 69,700.0 S) 14 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 515.0000 458,350.00 180.000 92,700.0 F) 15 STRUCTURAL CONCRETE, BRIDGE M3 890.0000 4,450,000.00 220.000 195,800.00 1,305.000 1,161,450.0 F) 16 STRUCTURAL CONCRETE, RETAINING WALL M3 870.0000 974,400.00 588.000 511,560.0 F) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,040.0000 613,600.00 118.000 122,720.0 F) (TYPE N) 18 STRUCTURAL CONCRETE (SIGN FOUNDATION) M3 760.0000 54,720.00 23.000 17,480.0 F) 19 CLASS 2 CONCRETE (BOX CULVERT) M3 1,230.0000 309,960.00 315.000 387,450.0 F) 20 CLASS 2 CONCRETE (CONCRETE CHANNEL) M3 685.0000 390,450.00 577.250 395,416.2 F) 21 CLASS 2 CONCRETE (RETAINING WALL) M3 620.0000 890,940.00 1.000 620.00 1,299.500 805,690.0 F) 22 MINOR CONCRETE (MINOR STRUCTURE) M3 2,550.0000 510,000.00 15.000 38,250.00 175.000 446,250.0 F) 23 MINOR CONCRETE (SLAB) M3 535.0000 21,400.00 24.000 12,840.0 F) 24 MINOR CONCRETE M2 550.0000 45,100.00 82.000 45,100.0 F) (RAISED ISLAND PLANTER WALL) 25 MINOR CONCRETE (SOUND WALL) M3 650.0000 455,000.00 269.000 174,850.00 700.000 455,000.0 F) 26 MINOR CONCRETE (PILE CAP) M3 820.0000 188,600.00 243.200 199,424.0 F) 27 MINOR CONCRETE (TRENCH FOOTING) M3 985.0000 502,350.00 30.750 30,288.75 541.750 533,623.7 F) 28 PILASTER (SINGLE) EA 950.0000 3,800.00 3.000 2,850.00 3.000 2,850.0 29 PILASTER (DOUBLE) EA 2,160.0000 216,000.00 19.000 41,040.00 69.000 149,040.0 30 ARCHITECTURAL TEXTURE (CAPITAL) M2 1,350.0000 99,900.00 0.000 0.0 F) 1PROGRAM CAS145 PAGE DATE 01/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-44780 TIME 12:58 PM ESTIMATE NO. 2 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: KAUSI AMUTH, SR. DATE OF THIS ESTIMATE 01/25/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 31 ARCHITECTURAL TEXTURE (STUCCO) M2 73.0000 696,201.00 1,865.000 136,145.00 7,188.000 524,724.0 F) 32 ARCHITECTURAL TEXTURE M2 1,100.0000 67,100.00 45.000 49,500.0 F) (MANUFACTURED STONE PILASTER CAP) 33 ARCHITECTURAL TEXTURE M2 855.0000 376,200.00 332.000 283,860.0 F) (MANUFACTURED STONE WALL CAP) 34 ARCHITECTURAL TEXTURE M2 1,115.0000 10,035.00 9.000 10,035.0 F) (MANUFACTURED STONE BARRIER) 35 CONCRETE CLOSURE WALL M2 570.0000 43,890.00 0.000 0.0 F) 36 PRECAST CONCRETE CLOSURE WALL M2 750.0000 570,000.00 94.000 70,500.0 F) 37 RETAINING WALL STEM (TYPE 6) M2 1,535.0000 36,840.00 24.000 36,840.0 F) 38 FURNISH POLYESTER CONCRETE OVERLAY M3 3,900.0000 58,500.00 0.000 0.0 39 PLACE POLYESTER CONCRETE OVERLAY M2 52.0000 39,000.00 0.000 0.0 F) 40 SOUND WALL (MASONRY BLOCK) M2 123.0000 343,170.00 2,114.000 260,022.0 F) 41 JOINT SEAL (MR 30 MM) M 97.0000 8,536.00 0.000 0.0 S) 42 JOINT SEAL (MR 15 MM) M 97.0000 7,760.00 20.000 1,940.0 S) 43 JOINT SEAL (MR 50 MM) M 294.0000 37,632.00 0.000 0.0 S) 44 BAR REINFORCING STEEL KG 2.5000 142,292.50 57,833.000 144,582.5 SF)(CONCRETE CHANNEL) 45 BAR REINFORCING STEEL (BRIDGE) KG 2.7200 1,792,480.00 175,275.000 476,748.0 SF) 46 BAR REINFORCING STEEL (RETAINING WALL) KG 2.6500 451,045.90 32.000 84.80 106,399.000 281,957.3 SF) 47 BAR REINFORCING STEEL (SOUND WALL) KG 2.3000 23,460.00 10,200.000 23,460.0 SF) 48 BAR REINFORCING STEEL (BOX CULVERT) KG 2.7500 76,353.75 827.000 2,274.25 35,102.000 96,530.5 SF) 49 BAR REINFORCING STEEL KG 3.0000 15,354.00 1,662.000 4,986.0 SF)(SIGN FOUNDATION) 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 51 ASPHALT MEMBRANE WATERPROOFING M2 45.0000 14,400.00 258.750 11,643.7 S) 52 FURNISH SIGN STRUCTURE (TRUSS) KG 12.1000 914,893.10 0.000 0.0 F) 53 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6200 46,878.82 0.000 0.0 SF) 54 FURNISH LAMINATED PANEL SIGN M2 185.0000 33,300.00 18.000 3,330.00 18.000 3,330.0 (25.4 MM-TYPE A) 55 FURNISH SINGLE SHEET ALUMINUM SIGN M2 139.0000 13,900.00 52.990 7,365.6 (1.6 MM-UNFRAMED) 56 FURNISH SINGLE SHEET ALUMINUM SIGN M2 147.0000 2,940.00 2.700 396.9 (1.6 MM-FRAMED) 57 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 3,960.00 0.000 0.0 (2.0 MM-FRAMED) 1PROGRAM CAS145 PAGE DATE 01/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-44780 TIME 12:58 PM ESTIMATE NO. 2 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: KAUSI AMUTH, SR. DATE OF THIS ESTIMATE 01/25/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 58 1524 MM CAST-IN-DRILLED-HOLE M 1,930.0000 55,970.00 0.000 0.0 S) CONCRETE PILE (SIGN FOUNDATION) 59 ROADSIDE SIGN - ONE POST EA 325.0000 39,000.00 55.000 17,875.0 60 ROADSIDE SIGN - TWO POST EA 700.0000 4,200.00 0.000 0.0 61 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 165.0000 330.00 3.000 495.0 METHOD) 62 INSTALL SIGN OVERLAY EA 1,500.0000 1,500.00 0.000 0.0 63 INSTALL SIGN PANEL ON EXISTING FRAME EA 750.0000 750.00 0.000 0.0 64 PREPARE AND STAIN CONCRETE M2 35.0000 26,915.00 251.000 8,785.0 65 450 MM ALTERNATIVE PIPE CULVERT M 285.0000 91,200.00 27.900 7,951.50 317.600 90,516.0 66 600 MM ALTERNATIVE PIPE CULVERT M 340.0000 336,600.00 875.600 297,704.0 67 750 MM ALTERNATIVE PIPE CULVERT M 335.0000 67,000.00 12.700 4,254.5 68 900 MM ALTERNATIVE PIPE CULVERT M 415.0000 240,700.00 4.900 2,033.50 548.500 227,627.5 69 1200 MM ALTERNATIVE PIPE CULVERT M 555.0000 99,900.00 177.300 98,401.5 70 1500 MM ALTERNATIVE PIPE CULVERT M 590.0000 112,100.00 181.400 107,026.0 71 375 MM REINFORCED CONCRETE PIPE M 400.0000 44,000.00 1.200 480.00 111.800 44,720.0 72 450 MM REINFORCED CONCRETE PIPE M 335.0000 43,550.00 2.000 670.00 122.100 40,903.5 73 600 MM REINFORCED CONCRETE PIPE M 610.0000 7,930.00 5.900 3,599.00 10.500 6,405.0 74 80 MM SLOTTED PLASTIC PIPE M 60.0000 66,000.00 207.000 12,420.0 75 80 MM PLASTIC PIPE (EDGE DRAIN) M 60.0000 3,780.00 0.000 0.0 76 FILTER FABRIC M2 2.5000 11,200.00 4,853.750 12,134.3 77 CLASS 1 PERMEABLE MATERIAL M3 70.0000 56,000.00 916.850 64,179.5 78 300 MM ALTERNATIVE PIPE DOWNDRAIN M 500.0000 5,000.00 2.000 1,000.0 79 FLOOD RELEASE PANEL EA 4,500.0000 1,395,000.00 0.000 0.0 80 600 MM ALTERNATIVE FLARED END SECTION EA 1,400.0000 2,800.00 2.000 2,800.0 81 900 MM ALTERNATIVE FLARED END SECTION EA 1,700.0000 3,400.00 2.000 3,400.0 82 1200 MM PRECAST CONCRETE PIPE MANHOLE EA 8,000.0000 24,000.00 3.000 24,000.0 83 450 MM REINFORCED CONCRETE PIPE RISER M 1,000.0000 1,000.00 0.000 0.0 84 900 MM REINFORCED CONCRETE PIPE RISER M 2,000.0000 1,000.00 0.500 1,000.00 0.500 1,000.0 1PROGRAM CAS145 PAGE DATE 01/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-44780 TIME 12:58 PM ESTIMATE NO. 2 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: KAUSI AMUTH, SR. DATE OF THIS ESTIMATE 01/25/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 85 MINOR CONCRETE (CURB) M3 850.0000 81,600.00 59.503 50,577.5 86 MINOR CONCRETE (MISCELLANEOUS M3 675.0000 67,500.00 2.000 1,350.00 40.000 27,000.0 CONSTRUCTION) 87 MINOR CONCRETE (CURB AND GUTTER) M3 535.0000 165,850.00 241.201 129,042.5 88 MINOR CONCRETE (ROUNDABOUT TRUCK APRON) M3 900.0000 37,800.00 42.000 37,800.0 89 MINOR CONCRETE (DRIVEWAY) M3 550.0000 20,900.00 77.196 42,457.8 90 MINOR CONCRETE (GUTTER) M3 535.0000 6,955.00 2.889 1,545.6 91 MINOR CONCRETE (SIDEWALK) M3 550.0000 253,000.00 283.481 155,914.5 92 MINOR CONCRETE (TEXTURED PAVING) M2 105.0000 16,800.00 0.000 0.0 93 MINOR CONCRETE (BUS POCKET) M3 510.0000 17,850.00 34.043 17,361.9 94 MINOR CONCRETE (CURB RAMP) M3 1,600.0000 38,400.00 16.373 26,196.8 95 MISCELLANEOUS IRON AND STEEL KG 3.6500 53,859.40 1,793.000 6,544.45 13,381.000 48,840.6 SF) 96 MISCELLANEOUS METAL (BRIDGE) KG 3.5000 1,435.00 410.000 1,435.0 SF) 97 FLUSH SOFFIT LUMINAIRE ORNAMENTAL FRAME EA 1,165.0000 13,980.00 0.000 0.0 S) 98 CHAIN LINK FENCE (TYPE CL-1.8) M 39.1500 72,036.00 59.000 2,309.85 2,420.500 94,762.5 S) 99 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,980.0000 1,980.00 1.000 1,980.0 S) 00 SURVEY MONUMENT EA 750.0000 3,750.00 0.000 0.0 01 DELINEATOR (CLASS 1) EA 43.0000 7,740.00 46.000 1,978.0 02 OBJECT MARKER EA 200.0000 4,400.00 2.000 400.0 03 METAL BEAM GUARD RAILING (STEEL POST) M 76.0000 117,800.00 1,049.000 79,724.0 S) 04 PICKET RAILING (TYPE 1) M 1,408.0000 30,976.00 0.000 0.0 S) 05 PICKET RAILING (TYPE 2) M 1,140.0000 22,800.00 0.000 0.0 S) 06 PICKET RAILING (TYPE 2) ON STAIRS M 1,447.0000 21,705.00 0.000 0.0 S) 07 SINGLE THRIE BEAM BARRIER (STEEL POST) M 95.7000 201,927.00 1,600.000 153,120.0 S) 08 CABLE RAILING M 32.8000 15,744.00 300.000 9,840.0 S) 09 TRANSITION RAILING (TYPE STB) EA 3,900.0000 3,900.00 0.000 0.0 S) 10 TRANSITION RAILING (TYPE WB) EA 3,325.0000 33,250.00 5.000 16,625.0 S) 11 TERMINAL SYSTEM (TYPE CAT) EA 4,835.0000 9,670.00 1.000 4,835.0 S) 1PROGRAM CAS145 PAGE DATE 01/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-44780 TIME 12:58 PM ESTIMATE NO. 2 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: KAUSI AMUTH, SR. DATE OF THIS ESTIMATE 01/25/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 12 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 1,485.0000 2,970.00 1.000 1,485.0 S) 13 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,295.0000 10,360.00 6.000 7,770.0 S) 14 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,375.0000 20,250.00 2.000 6,750.0 S) 15 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,755.0000 19,285.00 8.000 22,040.0 S) 16 ALTERNATIVE CRASH CUSHION SYSTEM EA 21,400.0000 21,400.00 0.000 0.0 S) 17 CONCRETE BARRIER (TYPE 60) M 180.0000 322,200.00 216.000 38,880.0 18 CONCRETE BARRIER (TYPE 60C) M 325.0000 182,000.00 0.000 0.0 19 CONCRETE BARRIER (TYPE 60D) M 207.0000 6,003.00 57.000 11,799.0 20 CONCRETE BARRIER (TYPE 60SC) M 325.0000 204,750.00 630.000 204,750.0 21 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 1,015.0000 5,075.00 0.000 0.0 22 CONCRETE BARRIER (TYPE 732A) M 265.0000 138,595.00 186.000 49,290.0 F) 23 CONCRETE BARRIER (TYPE 732A MODIFIED 2) M 325.0000 17,875.00 55.000 17,875.0 F) 24 CONCRETE BARRIER (TYPE 736 MODIFIED) M 765.0000 29,835.00 0.000 0.0 F) 25 CONCRETE BARRIER (TYPE 736S) M 1,120.0000 47,040.00 42.000 47,040.0 F) 26 CONCRETE BARRIER (TYPE 80A) M 905.0000 18,100.00 20.000 18,100.0 F) 27 CONCRETE BARRIER (TYPE 80 MODIFIED) M 775.0000 304,575.00 114.000 88,350.0 F) 28 CONCRETE BARRIER (TYPE 80 MODIFIED 2) M 1,265.0000 45,540.00 36.000 45,540.0 F) 29 CONCRETE BARRIER (TYPE 80R MODIFIED) M 1,135.0000 102,150.00 90.000 102,150.0 F) 30 CONCRETE BARRIER (TYPE 80R MODIFIED 2) M 830.0000 71,380.00 0.000 0.0 F) 31 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 41,280.00 169.130 7,272.5 S) 32 THERMOPLASTIC TRAFFIC STRIPE M 0.8100 10,611.00 0.000 0.0 S) (SPRAYABLE) 33 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 1,716.00 494.000 543.4 S) 34 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1500 1,268.50 1,183.920 2,545.4 S) 35 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2500 8,482.50 32.000 104.0 S) 36 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 891.00 0.000 0.0 S) (BROKEN 3.66 M - 0.92 M) 37 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1500 365.50 116.000 249.4 S) (BROKEN 2.44 M - 1.22 M) 38 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 12,430.00 0.000 0.0 S) (BROKEN 10.98 M - 3.66 M) 1PROGRAM CAS145 PAGE 1 DATE 01/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-44780 TIME 12:58 PM ESTIMATE NO. 2 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: KAUSI AMUTH, SR. DATE OF THIS ESTIMATE 01/25/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 39 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 198.00 0.000 0.0 S) (BROKEN 5.18 M - 2.14 M) 40 PAINT TRAFFIC STRIPE (2-COAT) M 0.8000 33,680.00 41,120.000 32,896.0 S) 41 PAINT PAVEMENT MARKING (2-COAT) M2 27.0000 3,240.00 111.700 3,015.9 S) 42 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 4,256.00 34.000 47.6 S) 43 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8000 13,718.00 2,056.000 7,812.8 S) 44 SIGNAL AND LIGHTING LS 189,000.0000 189,000.00 -0.363 -68,607.00 0.637 120,393.0 S) 45 SIGNAL AND LIGHTING (CITY) LS 212,800.0000 212,800.00 0.287 61,073.6 S) 46 PEDESTRIAN LIGHTING LS 26,800.0000 26,800.00 0.250 6,700.0 S) 47 LIGHTING (CITY STREET) LS 427,500.0000 427,500.00 0.949 405,697.5 S) 48 MODIFY CITY IRRIGATION SYSTEM LS 9,700.0000 9,700.00 0.000 0.0 S) 49 SPRINKLER CONTROL CONDUIT (BRIDGE) M 151.0000 11,778.00 45.000 6,795.0 F) 50 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 0.000 0.0 S) (LOCATION 1) 51 MICROWAVE VEHICLE DETECTION SYSTEM LS 28,400.0000 28,400.00 0.000 0.0 S) (LOCATION 2) 52 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.000 0.0 S) (LOCATION 3) 53 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.000 0.0 S) (LOCATION 4) 54 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.000 0.0 S) (LOCATION 5) 55 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.000 0.0 S) (LOCATION 6) 56 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.000 0.0 S) (LOCATION 7) 57 REMOVE TRAFFIC MONITORING STATION LS 11,900.0000 11,900.00 1.000 11,900.0 S) 58 CLOSED CIRCUIT TELEVISION SYSTEM LS 16,000.0000 16,000.00 0.000 0.0 S) 59 CONSTRUCTION PHASE INTELLIGENT LS 177,900.0000 177,900.00 1.000 177,900.0 S) TRANSPORTATION SYSTEM 60 REMOVE EXISTING SIGNAL SYSTEM LS 18,900.0000 18,900.00 0.175 3,307.5 S) 61 MODIFY SIGNAL AND LIGHTING LS 88,200.0000 88,200.00 0.016 1,411.20 0.353 31,134.6 S) 62 MODIFY LIGHTING LS 42,600.0000 42,600.00 0.000 0.0 S) 63 MODIFY LIGHTING AND SIGN ILLUMINATION LS 379,100.0000 379,100.00 0.574 217,603.4 S) 64 WIRELESS DATA COMMUNICATION SYSTEM LS 97,100.0000 97,100.00 0.000 0.0 S) 1PROGRAM CAS145 PAGE 1 DATE 01/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-44780 TIME 12:58 PM ESTIMATE NO. 2 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: KAUSI AMUTH, SR. DATE OF THIS ESTIMATE 01/25/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,295,786.04 24,230,453.2 0 ADJUSTMENT OF COMPENSATION 82,335.74 1,182,944.4 0 EXTRA WORK 121,906.65 499,116.9 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,500,028.43 25,912,514.6 065 MOBILIZATION LS 2750,000.0000 2,750,000.00 1.000 2,750,000.0 0 ORIGINAL CONTRACT AMOUNT 46,194,285.52 0 TOTAL WORK COMPLETED 1,500,028.43 28,662,514.6 0 MATERIALS ON HAND ON SITE 1,061,824.0 0 MATERIALS ON HAND ELSEWHERE 0.0 0 DEDUCTIONS 0.00 -2,298.1 0 TOTAL 1,500,028.43 29,722,040.4 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE 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 0 04/28/08 650 07/08/08 07/08/08 02/15/12 349 30 0 0 59% 54% PROGRESS IS SATISFACTORY KAUSI AMUTH, SR. RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 23 DATE 01/25/10