PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 04/22/11 EST. NO.20 TIME 06:24 AM R.E. NAME: MICHAEL WEBER 06-3568U4 --------------------------------------------------------------------------- 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 0112 144.39 E.W. @ F.A.(+) 121910 N 0325.1 0113 135.74 122210 N 0332.1 0114 550.00 122410 N 0360.0 0115 550.00 011211 N 0361.0 0120 490.29 030711 N 0423.0 0121 113.88 020411 N 0425.0 0122 1,165.73 032011 N 0427.0 0123 655.21 032111 N 0428.0 0124 1,030.35 032211 N 0429.0 0125 609.79 032411 N 0430.0 003 0015 600.00 E.W. @ F.A.(+) 032711 N 0431.0 005 0003 38,192.97 A.C. @ U.P.(+) 030111 N 3 0 006 0232 412.50 E.W. @ F.A.(+) 050510 N 0129.1 011 0006 4,114.54 E.W. @ F.A.(+) 121410 N 35 0 018 0018 3,917.89 E.W. @ F.A.(+) 110110 N 21 0 0019 3,882.81 110210 N 22 0 021 0007 102.91 E.W. @ F.A.(+) 031511 N 38 0 022 0022 184.12 E.W. @ F.A.(+) 030411 N 0421.0 0023 70.06 110310 N 40 0 0024 132.78 110510 N 41 0 033 0005 113.88 E.W. @ F.A.(+) 091710 N 0272.0 041 0005 339.36 E.W. @ F.A.(+) 111710 N 0278.1 0006 596.99 030911 N 0424.0 0007 1,106.57 031411 N 37 0 0008 6,416.64 031611 N 39 0 0009 1,471.96 032911 N 0436.0 0010 804.87 033011 N 0437.0 042 0003 132.47 E.W. @ F.A.(+) 111710 N 0277.1 0004 780.54 111810 N 0279.1 68,819.24 TOTAL THIS ESTIMATE 910,960.52 TOTAL PREVIOUS ESTIMATE 979,779.76 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 04/22/11 EST. NO.20 TIME 06:24 AM R.E. NAME: MICHAEL WEBER 06-3568U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ADMINISTRATION -304,100.00 10 ITM 49 GRADATIONS -6,700.00 13 ITM 49 TIE&DOWEL BAR -173,264.00 13 ADMINISTRATION 304,100.00 14 ITEM 49 TIE DOWELBAR 19,932.00 14 ITEM 47 FR3 REMEDIAT -5,000.00 15 ITEM 49 CURE FAILURE -6,000.00 15 ITEM 49 CURE FAILURE -10,000.00 16 ITEM 49 TIES DOWEL 17,197.00 17 ITEM 49 TIE BARS 10,418.00 18 0.00 -153,417.00 LABOR COMPLIANCE VIOLATION MISS PYRL -5,000.00 06 MISS PYRL -10,000.00 16 RECD PYRL#6 5,000.00 19 MISS PYRL -1,000.00 20 RECD PYRL #16 10,000.00 20 9,000.00 -1,000.00 TOTAL DEDUCTIONS 9,000.00 -154,417.00 PROGRAM CAS145 PAGE 1 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 06:24 AM ESTIMATE NO. 20 BID OPENING 08/05/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 04/22/11 LOCATION PROGRESS ESTIMATE 06-KIN-198-R21.5/R28.3 ----------------- 06-TUL-198-0.0/R3.4 FLATIRON WEST INC. NEAR HANFORD 2100 GOODYEAR ROAD FROM 0.8 KM E OF RTE 43 TO BENICIA CA 94510 0.6 KM W OF RTE 99 NEAR VISALIA FED. AID NO. HPLU-6206(15)E CONVERT A 2 LANE TO A 4 LANE HWY ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.250 625.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,250.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 1,500.0000 750,000.00 232.000 348,000.00 04 TEMPORARY FENCE (TYPE ESA) LF 5.0000 1,600.00 382.000 1,910.00 05 48" TEMPORARY CULVERT LF 95.0000 38,000.00 304.000 28,880.00 06 60" TEMPORARY REINFORCED CONCRETE PIPE LF 270.0000 3,780.00 0.000 0.00 INLET 07 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.444 17,760.00 08 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.516 1,548.00 PREVENTION PLAN 09 TEMPORARY FIBER ROLL LF 3.2000 12,480.00 2,186.000 6,995.20 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 12,000.00 6.000 18,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 25,000.00 23.000 57,500.00 12 STREET SWEEPING LS 80,000.0000 80,000.00 0.466 37,280.00 13 CONSTRUCTION AREA SIGNS LS 19,000.0000 19,000.00 0.650 12,350.00 14 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 0.500 45,000.00 15 TYPE III BARRICADE EA 53.0000 49,820.00 264.000 13,992.00 16 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 32,700.00 313.000 9,390.00 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.502 7,530.00 18 TEMPORARY RAILING (TYPE K) LF 10.0000 53,600.00 380.000 3,800.00 3,620.000 36,200.00 19 TEMPORARY CRASH CUSHION MODULE EA 150.0000 18,000.00 28.000 4,200.00 20 REMOVE METAL BEAM GUARD RAILING LF 7.0000 8,330.00 0.000 0.00 21 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3500 26,565.00 13,290.000 4,651.50 STRIPE 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 24,960.00 9,288.000 2,786.40 PROGRAM CAS145 PAGE 2 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 06:24 AM ESTIMATE NO. 20 BID OPENING 08/05/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.2000 506.00 576.000 1,267.20 24 REMOVE PAVEMENT MARKER EA 0.7500 4,230.00 553.000 414.75 25 REMOVE ROADSIDE SIGN EA 50.0000 1,100.00 37.000 1,850.00 59.000 2,950.00 26 REMOVE SIGN STRUCTURE EA 3,000.0000 3,000.00 0.000 0.00 27 RESET ROADSIDE SIGN EA 200.0000 600.00 0.000 0.00 28 RELOCATE ROADSIDE SIGN EA 200.0000 2,200.00 0.000 0.00 29 REMOVE BOX CULVERT CY 50.0000 27,000.00 33.960 1,698.00 30 BRIDGE REMOVAL LS 30,000.0000 30,000.00 0.000 0.00 31 BRIDGE REMOVAL (PORTION) LS 30,000.0000 30,000.00 0.000 0.00 32 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000.00 33 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.750 37,500.00 34 ROADWAY EXCAVATION CY 4.6000 371,680.00 37,129.870 170,797.40 35 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 36 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 30,250.00 605.000 30,250.00 F) 37 STRUCTURE BACKFILL (BRIDGE) CY 125.0000 45,000.00 69.600 8,700.00 301.670 37,708.75 F) 38 IMPORTED BORROW CY 5.0000 5,900,000.00 18,945.000 94,725.00 834,039.190 4,170,195.95 39 EROSION CONTROL (TYPE C) ACRE 2,370.0000 85,320.00 0.000 0.00 40 EROSION CONTROL (DRILL SEED) ACRE 1,315.0000 131,500.00 12.110 15,924.65 12.110 15,924.65 41 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 6,750.00 0.000 0.00 42 12" CORRUGATED HIGH DENSITY LF 20.0000 80,400.00 1,908.800 38,176.00 POLYETHYLENE PIPE CONDUIT 43 FINISHING ROADWAY LS 300,000.0000 300,000.00 0.090 27,000.00 0.150 45,000.00 44 CLASS 1 AGGREGATE SUBBASE CY 16.0000 1,808,000.00 58,843.510 941,496.16 45 CLASS 2 AGGREGATE BASE CY 24.5000 1,117,200.00 29,984.210 734,613.15 46 LEAN CONCRETE BASE CY 70.0000 4,914,000.00 36,698.880 2,568,921.60 47 HOT MIX ASPHALT TON 70.0000 5,152,000.00 50,986.720 3,569,070.40 48 TACK COAT TON 700.0000 140,000.00 6.740 4,718.00 41.000 28,700.00 49 CONCRETE PAVEMENT CY 98.0000 11,760,000.00 60,072.500 5,887,105.00 PROGRAM CAS145 PAGE 3 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 06:24 AM ESTIMATE NO. 20 BID OPENING 08/05/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SHOULDER RUMBLE STRIP STA 30.0000 45,000.00 105.240 3,157.20 105.240 3,157.20 (PPC, GROUND-IN INDENTATIONS) 51 SEAL PAVEMENT JOINT LF 3.2500 1,371,500.00 264,087.650 858,284.86 52 FURNISH PILING (CLASS 90) LF 45.0000 56,700.00 1,288.750 57,993.75 (ALTERNATIVE "Y") 53 DRIVE PILE (CLASS 90) EA 1,700.0000 54,400.00 32.000 54,400.00 (ALTERNATIVE "Y") 54 FURNISH PILING (CLASS 140) LF 28.0000 80,108.00 2,938.990 82,291.72 (ALTERNATIVE "X") 55 DRIVE PILE (CLASS 140) EA 1,700.0000 115,600.00 68.000 115,600.00 (ALTERNATIVE "X") 56 FURNISH PILING (CLASS 140) LF 45.0000 116,100.00 2,591.190 116,603.55 (ALTERNATIVE "Y" MOD) 57 DRIVE PILE (CLASS 140) EA 1,900.0000 83,600.00 44.000 83,600.00 (ALTERNATIVE "Y" MOD) 58 PRESTRESSING CAST-IN-PLACE CONCRETE LS 55,000.0000 55,000.00 0.000 0.00 59 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 350.0000 32,550.00 93.000 32,550.00 F) 60 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 862,500.00 76.750 38,375.00 1,235.850 617,925.00 F) 61 STRUCTURAL CONCRETE (WING WALL) CY 750.0000 93,750.00 62.500 46,875.00 F) 62 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 62,500.00 87.000 43,500.00 F) (TYPE N) 63 CLASS 2 CONCRETE (BOX CULVERT) CY 480.0000 574,560.00 1,007.000 483,360.00 F) 64 CLASS 2 CONCRETE (HEADWALL) CY 1,050.0000 284,550.00 274.400 288,120.00 F) 65 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 1,500.00 0.000 0.00 F) 66 DRILL AND BOND DOWEL LF 20.0000 7,000.00 420.130 8,402.60 67 10' X 8' PRECAST CONCRETE BOX CULVERT LF 640.0000 843,520.00 754.600 482,944.00 68 REFINISH BRIDGE DECK SQFT 56.0000 18,760.00 0.000 0.00 69 JOINT SEAL (MR 1/2") LF 85.0000 9,945.00 78.000 6,630.00 70 JOINT SEAL (MR 2") LF 100.0000 8,200.00 0.000 0.00 71 BAR REINFORCING STEEL LB 0.5600 193,883.20 305,874.200 171,289.55 F) 72 BAR REINFORCING STEEL (BRIDGE) LB 0.5300 225,223.50 268,620.110 142,368.66 F) 73 BAR REINFORCING STEEL (WING WALL) LB 0.7000 8,664.60 6,189.000 4,332.30 F) 74 FURNISH SIGN STRUCTURE (TUBULAR) LB 5.1500 101,295.35 0.000 0.00 F) 75 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.4500 8,851.05 0.000 0.00 F) 76 FURNISH SIGN STRUCTURE (TRUSS) LB 5.2500 148,596.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 06:24 AM ESTIMATE NO. 20 BID OPENING 08/05/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 5,660.80 0.000 0.00 F) 78 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 17.0000 4,080.00 0.000 0.00 79 FURNISH LAMINATED PANEL SIGN SQFT 17.0000 2,550.00 0.000 0.00 80 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 12,600.00 0.000 0.00 (0.063"-UNFRAMED) 81 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 31,590.00 0.000 0.00 (0.080"-UNFRAMED) 82 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 675.0000 66,825.00 0.000 0.00 (SIGN FOUNDATION) 83 ROADSIDE SIGN - ONE POST EA 170.0000 56,100.00 0.000 0.00 84 ROADSIDE SIGN - TWO POST EA 270.0000 3,510.00 0.000 0.00 85 24" ALTERNATIVE PIPE CULVERT LF 45.0000 119,250.00 1,705.700 76,756.50 86 18" PLASTIC PIPE LF 60.0000 15,600.00 164.500 9,870.00 87 18" REINFORCED CONCRETE PIPE (RUBBER LF 130.0000 3,640.00 212.000 27,560.00 GASKET JOINT) 88 24" REINFORCED CONCRETE PIPE (RUBBER LF 50.0000 81,500.00 1,662.800 83,140.00 GASKET JOINT) 89 48" REINFORCED CONCRETE PRESSURE PIPE LF 170.0000 45,900.00 170.500 28,985.00 (RUBBER GASKET JOINT) 90 54" REINFORCED CONCRETE PRESSURE PIPE LF 220.0000 85,800.00 381.200 83,864.00 (RUBBER GASKET JOINT) 91 JACKED 48" REINFORCED CONCRETE PIPE LF 360.0000 14,400.00 0.000 0.00 (CLASS IV) 92 24" WELDED STEEL PIPE CASING (BRIDGE) LF 160.0000 44,320.00 0.000 0.00 93 24" ALTERNATIVE FLARED END SECTION EA 450.0000 27,900.00 0.000 0.00 94 ROCK SLOPE PROTECTION CY 80.0000 53,600.00 109.200 8,736.00 671.800 53,744.00 (FACING, METHOD B) 95 ROCK SLOPE PROTECTION FABRIC SQFT 0.2000 1,552.00 1,965.000 393.00 13,448.000 2,689.60 96 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 2.7500 256,300.00 0.000 0.00 97 CHAIN LINK FENCE (TYPE CL-6) LF 12.0000 5,400.00 0.000 0.00 98 DELINEATOR (CLASS 1) EA 31.0000 13,020.00 0.000 0.00 99 MILEPOST MARKER EA 48.0000 960.00 0.000 0.00 00 OBJECT MARKER EA 30.0000 720.00 0.000 0.00 01 METAL BEAM GUARD RAILING (STEEL POST) LF 25.0000 27,000.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 25) LF 85.0000 104,380.00 470.000 39,950.00 F) 03 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 1,500.00 0.000 0.00 (STEEL POST) PROGRAM CAS145 PAGE 5 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 06:24 AM ESTIMATE NO. 20 BID OPENING 08/05/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 TRANSITION RAILING (TYPE WB) EA 3,900.0000 27,300.00 0.000 0.00 05 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 2,400.00 0.000 0.00 06 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 27,600.00 0.000 0.00 07 CRASH CUSHION, SAND FILLED EA 6,200.0000 12,400.00 0.000 0.00 08 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 22,140.00 0.000 0.00 09 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 20,460.00 0.000 0.00 10 THERMOPLASTIC PAVEMENT MARKING SQFT 2.7000 48,330.00 802.000 2,165.40 11 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 708.00 0.000 0.00 (BROKEN 12-3) 12 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 22,400.00 0.000 0.00 (BROKEN 36-12) 13 THERMOPLASTIC TRAFFIC STRIPE LF 0.2400 82,080.00 1,888.000 453.12 (SPRAYABLE) 14 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3600 26,668.00 970.000 2,289.20 15 HIGHWAY LIGHTING LS 275,000.0000 275,000.00 0.059 16,225.00 16 MODEL 500 CHANGEABLE MESSAGE SIGN SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 (LOCATION 1) 17 MODEL 500 CHANGEABLE MESSAGE SIGN SYSTEM LS 22,000.0000 22,000.00 0.000 0.00 (LOCATION 2) 18 ROADSIDE WEATHER INFORMAITON SYSTEM LS 40,000.0000 40,000.00 0.000 0.00 19 TRAFFIC MONITORING STATION (LOCATION 1) LS 20,000.0000 20,000.00 0.075 1,500.00 20 TRAFFIC MONITORING STATION (LOCATION 2) LS 10,000.0000 10,000.00 0.158 1,580.00 21 TRAFFIC MONITORING STATION (LOCATION 3) LS 5,000.0000 5,000.00 0.126 630.00 22 TRAFFIC MONITORING STATION (LOCATION 4) LS 10,000.0000 10,000.00 0.114 1,140.00 23 TRAFFIC MONITORING STATION (LOCATION 5) LS 35,000.0000 35,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 06:24 AM ESTIMATE NO. 20 BID OPENING 08/05/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 207,378.85 23,154,157.12 ADJUSTMENT OF COMPENSATION 38,192.97 401,230.82 EXTRA WORK 30,626.27 578,548.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 276,198.09 24,133,936.88 24 MOBILIZATION LS 4510,000.0000 4,510,000.00 1.000 4,510,000.00 ORIGINAL CONTRACT AMOUNT 45,178,321.50 TOTAL WORK COMPLETED 276,198.09 28,643,936.88 MATERIALS ON HAND ON SITE 760,915.38 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 9,000.00 -154,417.00 TOTAL 285,198.09 29,250,435.26 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 09/22/09 500 11/06/09 11/09/09 04/23/12 234 110 0 0 62% 47% PROGRESS IS SATISFACTORY MICHAEL WEBER RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/11